HomeMy WebLinkAbout141-03 RESOLUTIONRESOLUTION NO. 141-03
A RESOLUTION AWARDING A CONSTRUCTION CONTRACT TO
APAC-ARKANSAS, INC., McCLINTON-ANCHOR DIVISION IN THE
AMOUNT OF TWO MILLION ONE HUNDRED FORTY-SIX
THOUSAND NINE HUNDRED SIX DOLLARS AND TWENTY
CENTS ($2,146,906.20) TO CONSTRUCT THE TAXIWAY "A"
EXTENSION AND USDA FOREST SERVICE RAMP; APPROVING A
TEN PERCENT (10%) PROJECT CONTINGENCY OF TWO
HUNDRED THIRTY-FOUR THOUSAND EIGHT HUNDRED FOUR
DOLLARS ($234,804.00); AND APPROVING A BUDGET
ADJUSTMENT OF ONE MILLION ONE HUNDRED TWENTY-
EIGHT THOUSAND SEVEN HUNDRED FORTY-SEVEN DOLLARS
($1,128.747.00) FOR SAME.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. That the City Council of the City of Fayetteville, Arkansas hereby
awards a construction contract to APAC-Arkansas, Inc., McClinton -Anchor Division in
the amount of Two Million One Hundred Forty -Six Thousand Nine Hundred Six Dollars
and Twenty Cents ($2,146,906.20) to construct the Taxiway "A" Extension and USDA
Forest Service ramp. A copy of the contract, marked Exhibit "A" is attached hereto, and
made a part hereof.
Section 2. That the City Council of the City of Fayetteville, Arkansas hereby
approves a Ten Percent (10%) project contingency of Two Hundred Thirty -Four
Thousand Eight Hundred Four Dollars (5234,804.00).
Section 3. That the City Council of the City of Fayetteville, Arkansas hereby
approves a budget adjustment of Onc Million Onc Hundred Twenty -Eight Thousand
Seven Hundred Forty -Seven Dollars ($1,128.747.00) for same.
�••" • PASSED and APPROVED this 16th day of September, 2003.
NYE tre .
`�!� APPROVED:
A /e
nit t
ATTEST:
By:
SON SMITH, City Clerk
By
DAN COODY, Mayor
•
DOCUMENT 00500
CONTRACT
THIS AGREEMENT, made and entered into on thefli day of 2003, by and
between APAC-Arkansas, Inc. McClinton -Anchor Div. herein called t c Contractor, and the City of
Fayetteville:
WITNESSETH:
That the Contractor, for the consideration hereinafter fully set out, hereby agrees with the City of
Fayetteville as follows:
I. That the Contractor shall furnish all the materials, and perform all of the work in manner and form
as provided by the following enumerated Specifications, and Documents, which are attached hereto and
made a part hereof, as if fully contained herein and are entitled
Taxiway "A" Extension and USDA Forest Service Air Tanker Apron Arca
Advertisement for Bids Payment Bond
Instructions to Bidders General Conditions
Bid and acceptance thereof Supplemental Conditions
Performance Bond Specifications
2. That the City of Fayetteville hereby agrees to pay to the Contractor for the faithful performance of
this Agreement, subject to additions and deductions as provided in the Specifications or Bid, in
lawful money Utile United States, the amount rwo Million One Hundred Forty Six Thousand
Nine Hundred Six and 20/1011 Dollars ($2,146,906.20).
3. [he Work will be completed and ready for final payment in accordance with the General
Conditions within 180 days after the date when the Contract Time commences to run, as
provided in the Notice to Proceed.
4. Liquidated Damages: City of Fayetteville and Contractor recognize that time is of the essence of
this Agrccment and the City of Fayetteville will suffer financial loss if the Work is not completed
within thc times specified in above, plus any extensions thereof allowed in accordance with the
General Conditions. They also recognize the delays, expense, and difficulties involved in proving
the actual loss suffered by City of Fayetteville if the Work is not completed on time. Accordingly,
instead of requiring any such proof, City of Fayetteville and Contractor agree that as liquidated
damages for delay (but not as a penalty) Contractor shall pay City of Fayetteville Four Hundred
Dollars ($400.00) for each day that expires after thc time specified in Paragraph 3 for completion
and readiness for final payment.
192002'022103ISPECS \ 00500.LXX:
Section 00500 - I
5. That within 30 days of receipt of an approved payment request, the City of Fayetteville shall make
partial payments to the Contractor on the basis of a duly certified and approved estimate of work
performed during the preceding calendar month by the Contractor, LESS the retainage provided
in the General Conditions, which is to be withheld by the City of Fayetteville until all work within
a particular part has been performed strictly in accordance with this Agreement and until such
work has been accepted by the City of Fayetteville.
That upon submission by the Contractor of evidence satisfactory to the City of Fayetteville that all
payrolls, material bills, and other costs incurred by the Contractor in connection with the
construction of the work have been paid in full, final payment on account of this Agreement shall
be made within 60 days after the completion by the Contractor of all work covered by this
Agreement and the acceptance of such work by the City of Fayetteville.
7. It is further mutually agreed between the parties hereto that if, at any time after the execution of
this Agreement and the Surety Bond hereto attached for its faithful performance and payment, the
City of Fayetteville shall do .m the. Surety or Sureties upon such bond to be unsatisfactory or if, for
any reason such bond ceases to be adequate to cover the performance of the work, the Contractor
shall, at his expense, within 5 days after the receipt of notice from the City of Fayetteville, furnish
an additional bond or bonds in such form and amount and with such Surety or Sureties as shall be
satisfactory to the City of Fayetteville. In such event, no further payment to the Contractor shall
be deemed to be due under this Agreement until such new or additional security for the faithful
performance of the work shall be furnished in manner and form satisfactory to the City of
Fayettevil lc.
No additional work or extras shall be done unless the same shall be duly authorized by appropriate
action by the City of Fayetteville in writing.
IN WITNESS WHEREOF, the parties hereto have executed this 4n -cement on the day and date first
above written, in three (3) counterparts, each of which shall, without proof or accounting for the other
counterpart be deemed an original Contract.
SEAL:
WITNESSES:
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pYETie;
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6/0 N+C� Aw1`City Clerk
1:\2002\022103LSPECS''00500.1)0C
APAC-Arkansas, Inc. McClinton -Anchor Div.
kmn . VGi Rest ate
Title
CITY OF FAYETTEVILLE
Section 00500 - 2
Budget Year
2003
City of Fayetteville, Arkansas
ODBudget Adjustment Form
Department: General Government
Division:
Program:
Aviation & Economic Development
Airport Capital Expenditures
a
Date Requested
8/19/2003
Adjustment Number
Project or Item Requested:
To increase the Taxiway 'A" Phase I capital project by
$1,128,747.
Project or Item Deleted:
None. To recognize $891,408 in Federal Cost Sharing
revenue from the USDA. To recognize $213,605 in
Federal Funding from the DOT / FAA.
To recognize $11,867 in in State Funding from the
Department of Aeronautics.
To increase Use of Fund Balance $11,867.
Justification of this Increase:
The funds are needed to construct the turn -outs and the
loading/parking ramps of the Taxiway as part of a cost
sharing project with the USDA Forestry Service.
•
Justification of this Decrease:
The USDA Forestry Service will fund its share of the
construction of the project, $802,698 plus 10% Project
Contingency $88,710.
The DOT / FAA will fund 90% of the city's portion of the
project expense.
The Arkansas Department of Aeronautics will Fund 5% of
the City's portion of the project cost.
Account Name
Building costs
Taxiway *A" Extension I
Account Name
State grants on Fed proj
Taxiway 'A' Extension I
Federal Cost Sharing
Use of fund balance
Increase Budget (Decrease Revenue)
Account Number
5550 3960 5804 00
Amount
Project Numbcr
891,408 03012 1
5550 3960 7820 31 237,339 03012 1
Decrease Budget (Increase Revenue)
Account Number
5550
5550
5550
5550
0955 6803
0955 6820
0955 4303
0955 4999
00
31
01
99
Amount
Project Number
11,867 03012 1
213,605 03012 1
891,408 03012 1
11,867
Approval Signatures
Requested By
Budget Man
Department Director
Fi(tance & Interna
ervices D
Date
—2.0.?
Date
Date
%- 7.7 03
Date
ate
Mayor
Type: A
Budget Office Use Only
B
Date of Approval
Posted to General Ledger
Posted to Project Accounting
Entered in Category Log
C
Initial
Initial
Initial
E
Date
Date
Date
Initial Date
Staff Review Memorandum
TO:
THRU:
FROM:
DATE
SUBJECT:
Dan Coady, Mayor
Staff Review Com
Ray M. Boudreaux, Dar=
December 13, 2004
CO #2 APAC McClinton Anchor, Taxiway A Ext Phase 1
QTR
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4/1 e/,¢✓eiYir�
Mee/,4I
dad
Jet 60l R45,141-03
Recommendation Airport Staff recommends approval of a Change Order #2, in the
amount of 451.00 (reduction).
Background: The project under construction is the Taxiway A Extension project,
Phase I", which will provide the taxiway and parking ramp area for the USDA Forest
Service Fire Base.
The project is primarily funded with DOT/FAA and Forest Service resources with the
City providing a small amount of local match funds.
Discussion: The Change Order adjusts matenal quantities, a change to light fixtures
for Taxiway lighting, and increases the contract time of completion.
Budget Considerations: There is no budget effect at this time. The Change Order is a
net reduction to the contract amount.
RB/fin
Attachments: CO #1, (1) onginal
•STAT REVIEW FORM - FINANCIAL 0 IGAT ION
AGENDA REQUEST Taxiway A Extension
X CONTRACT REVIEW APAC Div McClinton Anchor
GRANT REVIEW Change Order 02
For the Fayetteville City Council Meeting of:
NA
FROM:
Ray M. Boudreaux
Name
Aviation & Economic Development General Govemment
Division Department
ACTION REQUIRED: Review and approve CO #2, in the amount of -$51.00 (reduction) with McClinton -Anchor
Division of APAC Arkansas Inc., PO Box 1367, Fayetteville, AR 72702-1367, phone: 521-3550, fax: 521-2826,
on the Taxiway "A" extension project at Fayetteville Municipal Airport, Drake Field.
Forward to the Mayor for signature.
COST TO CITY:
($51.00) $ 3,531,534.00 Taxiway A Extension Phase I
Cost of this request
Category/Project Budget Program Category / Project Name
5550.3960.7820.31 S 1,981,497.00 Airport Capital
Account Number
Funds Used to Date Program / Project Category Name
03012.1 $ 1,550,037.00 Airport
Project Number
Remaining Balance Fund Name
BUDGET REVIEW:
X Budgeted Item
Budget Manager
Date
Budget Adjustment Attached
CONTRACT/GRANT/LEASE REVIEW:
Accounting ManagerI Date Internal Auditor Date
ag-1
City Attar
y
Date
Purchasing Manager
Date
STAFF RECOMMENDATION•
Department Director
Date
Finance a Internal Services Dir.
Chief A. 'nistra
Date
Date
Date
Received in Mayor's Office
Cross Reference:
Previous Ord/Res*:
Orig. Contract
/2 //91140i,
Date ,pM
*141-03
Date:
9/16/2003
Orig. Contract Number: *926
New Item:
Yes
No X
•
• • Staff Review Form - Page •
Description Co N2- McClinton Anchor Taxiway A Ext Meeting Date NA
Comments:
Budget Manager
Accounting Manager
City Attorney
Purchasing Manager
ADA Coordinator
Internal Auditor
Grants Coordinator
Reference Comments:
RECESD C 0 7 Z6B41ANGE ORDER •
Order No.
Date:
•
2
November 22 , 2004
Agreement Date: September 16, 2003
NAME OF PROJECT: Taxiway "A" Extension & USDA Forest Service Air Tanker Apron Area
OWNER: City of Fayetteville (Airport Department)
CONTRACTOR: APAC Arkansas Inc., McClinton Anchor Division
The following changes are hereby made to the CONTRACT DOCUMENTS:
1. Reduce the Quantity for Bid Item No. I-7 for Undercut and Backfill from 1520 CY to 1440 CY at $19.95 per CY.
Deduct cost of $ 1,596.00 from contract.
2. Revise the Unit Price for Bid Item No. 1-28 for Medium Intensity Taxiway Lights from $362.00 EA to $387.75 EA to change from
quartz bulbs to Incandescent bulbs. Add cost of $1,545.00 to contract.
3. Add additional time to the contract for the time to replace the Taxiway Light Fixtures.
Justification:
1. The original quantity estimated for this item is not required and is reduced in the amount required.
2 The inaease unit price for this item is to allow the City of Fay. to use the same incandescent bulbs as are use in the existing
Airfield Lighting System. This inaease is to cover the restocking cost by the Contractors supplier.
3. The increase in Contract Time is due to the delay in receiving the incandescent Taxiway Lighting Fixtures.
CONTRACT PRICE prior to this Change Order:
Decrease in Contract Price:
Revised CONTRACT PRICE Including this Change Order:
Final Completion Time Prior to This Change Order:
Net Time Change Resulting From This Change Order:
Current Contract Completion Dates Including This Change Order:
Completion Date:
Change to CONTRACT TIME:
The CONTRACT TIME will be (increased) (J..c!casad) by 45 calendar days.
$ 2.146,880.70
$ (51.00)
$ 2,146,829.70
180 Calendar Days
45 Calendar Days
December 4 2004
Approvals Required:
To be effective this Order must be approved by the Owner if it changes the scope or objective or the PROJECT, or as
may otherwise be required b GENERAL CONDITIONS.
APAC- Arksas, Inc., McClinAnchor Division
Requested by:
Recommended by:
Approved by:
/1_z2-041
Date
City of Fayetteville
J920021022103\correspondence\C hange-Order-2
pd
laryettle
• •
City Clerk Division
113 West Mountain
Fayetteville, AR 72701
Telephone: (479) 575-8323
Fax: (479) 718-7695
city_clerk@cilayetteville.ar.us
DEPARTMENTAL CORRESPONDENCE
To:
From:
Date:
Re:
Ray Boudreaux
Aviation & Economic Development
Clarice Buffalohead-Pearman
City Clerk Division
December 17, 2004
APAC/McClinton-Anchor
I have attached a copy of Change Order No.1 with above mentioned company. I have secured
the appropriate signatures.
The change order will be recorded in the city clerk's office and microfilmed. If anything else is
needed please let the clerk's office know. Thanks.
/cbp
attachments
cc.
Internal Auditor
NAME OF FILE: Resolution No. 141-03 w/agreement & budget
adjustment
CROSS REFERENCE:
Item #
Date
Document
1
08/29/03
Staff Review Form w/attachments
for Taxiway "A" Extension 8
draft resolution
USDA Forest Service Air Tanker Apron
Area
memo mayor/city council
MCE letter to Ray Boudreaux
2
09/19/03
memo to Ray Boudreaux
NOTES:
8/12/2003
Construction Specifications
for Taxiway "A" Extension 8
USDA Forest Service Air Tanker Apron
Area
AGENDA REQUEST
CONTRACT REVIEW
GRANT REVIEW
STAFF VIEW FORM - FINANCIAL OBLIGATI
9//d/d
/9/ -03
AIP R31 - Taxiway A Ext
APAC / Mclinton Anchor
For the Fayetteville City Council Meeting of: September 16, 2003
FROM:
Ray M. Boudreaux
Name
Aviation & Economic Development General Govemment
Division Department
Review and accept a contract with APAC-Arkansas, Inc. McClinton Anchor Div. to construct
the Taxiway A Extension and USDA Forest Service ramp for an amount of $2,146,906.20.
Approval of a project contingency of 10% ($234,804.00). Approval of a budget adjustment.
Signature of the Mayor.
COST TO CITY:
($b02,698.00) Revenue
$2,381,710.00
Cost of this request
5550.0955.4303.01
5550.3960.7820.31
Account Number
03012 - 1
Project Number
$
1,454,093.00 Taxiway A Extension Phase I
Category/Project Budget Program Category / Project Name
85,922.00 Airport Improvements
Funds Used to Date Program / Project Category Name
$
1,368,171.00 Airport Capital
Remaining Balance Fund Name
BUDGET RkWIEW:
X Budgeted Item
Budget Manager
-L9-o?
Date
X Budget Adjustment Attached
CONTRACT/GRANT/LEASE REVIEW.
8/44j ,�
ccounting Manager Date In rnal Au -tor
s
City Attorney
NDATION: A
Finance
a Internal Services
Dir.
Date
inistrative Officer
103
di Dale
B laq I�
Date
Purchasing Manager
Received in Mayor's Office
Date
Cross Reference: t} ri S'O'L, #j71 03
�ti-oYl *111-03
Previous Ord/Res*:
Orig. Contract Date:
Orig. Contract Number:
New Item:
Yes No XX
Staff Review Form - Page 2 •
Description Taxiway A, Phase 1 Construction Contract
Comments:
Budget Manager
Accounting Manager
City Attorney
Purchasing Manager
ADA Coordinator
Internal Auditor
Grants Coordinator
Meeting Date August 16, 2003
Reference Comments:
• •
RESOLUTION NO.
A RESOLUTION AWARDING A CONSTRUCTION CONTRACT TO
APAC-ARKANSAS, INC., McCLINTON-ANCHOR DIVISION IN THE
AMOUNT OF TWO MILLION ONE HUNDRED FORTY-SIX
THOUSAND NINE HUNDRED SIX DOLLARS AND TWENTY
CENTS ($2,146,906.20) TO CONSTRUCT THE TAXIWAY "A"
EXTENSION AND USDA FOREST SERVICE RAMP; APPROVING A
TEN PERCENT (10%) PROJECT CONTINGENCY OF TWO
HUNDRED THIRTY-FOUR THOUSAND EIGHT HUNDRED FOUR
DOLLARS ($234,804.00); AND APPROVING A BUDGET
ADJUSTMENT OF ONE MILLION ONE HUNDRED TWENTY-
EIGHT THOUSAND SEVEN HUNDRED FORTY-SEVEN DOLLARS
($1,128.747.00) FOR SAME.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. That the City Council of the City of Fayetteville, Arkansas hereby
awards a construction contract to APAC-Arkansas, Inc., McClinton -Anchor Division in
the amount of Two Million One Hundred Forty -Six Thousand Nine Hundred Six Dollars
and Twenty Cents ($2,146,906.20) to construct the Taxiway "A" Extension and USDA
Forest Service ramp. A copy of the contract, marked Exhibit "A" is attached hereto, and
made a part hereof.
Section 2. That the City Council of the City of Fayetteville, Arkansas hey
approves a Ten Percent (I0%) project contingency of Two Hundred jhi -Fopr
Thousand Eight Hundred Four Dollars ($234,804.00).
Section 3. That the City Council of the City of.t&a3y teville# Arkans hereby
approves a budget adjustment of One Million One Hund e • Twenty -Eight ousand
Seven Hundred Forty -Seven Dollars ($1,128.74 00) for sam1
: 1
PASSED and APPROVED this 16i° djy o September 2003.
r
A
B
RA SMITH, City Clerk
DAN COODY, Mayor
FAYETTEV?LLE
THE CITY OF FAYETTEVILLE, FRKANSAS
DAN COODY, MAYOR
TO:
THRU:
FROM:
DATE -
SUBJECT:
MEMORANDUM
Dan Coody, Mayor
Members of the City Council
Staff Contract Review Committee
•
Ray M. Boudreaux, Director, Aviation and Economic 6eveme jlt
August 28, 2003
Construction Contract for Taxiway A, Phase 1 at the Fayetteville Municipal Airport
with APAC, for the Forest Service Fire Tanker Base in the amount of
$2,146,906.20 plus a 10% project contingency of $234,804.00.
Background: The City Council, in previous actions, approved grant applications and
agreements with the FAA and the State of Arkansas and a supplemental lease agreement Wth
the USDA Forest Service to fund design engineering and construction of phase 1 of Taxiway A
and the Forest Service aircraft parking ramp. This agenda request is to approve the
construction contract with APAC-Arkansas Inc. McClinton -Anchor Div. in the amount of
$2,146,906.20 plus a project contingency of $234,804.00.
Budget Considerations
FAA Project Funding
USDA Funding
State Funding 5% Grant
City Funding 5%
Total project
Project Contingency 10%
TOTAL
$1.314,844
887,098
73,047
73,047
$2,348,036
234,804
$2,582,840
Requested Action: Approval of a construction contract with APAC-Arkansas, approval of a
project contingency of $234,804.00, and approval of a budget adjustment. Signature of the
mayor required.
Attachments: Staff Review Form
Construction contract (4 cys)
Aviation and Economic Development Department
Fayetteville Municipal Airport, Drake Field
4500 South School Avenue, Suite F
Fayetteville, Arkansas 72701
Ray M. Boudreaux, Director
•
Taxiway "A' - Phase I project (03012.1)
Account Number
5550.0955.4303.
5550.0955.6803.
5550.0955.6820.
5550.0955.4999.
Total Revenues:
01 Federal Cost Sharing
00 State Grant on Federal Prjs
31 Taxiway A Grant
99 Fund Balance
5550.3960.5804.00 Building Costs
5550.3960.7820.31 Taxiway A Grant
Total Expenses:
•
Current
Amended Budget
Budget Adjustments
84,400
68,485
1,232, 723
68,485
1,454,093
891,408
11,867
213,605
11,867
1,128,747
Total
Budget
975,808
80,352
1,446,328
80,352
2,582,840
84,400
1,369,693
1,454,093
891,408
237,339
1,128,747
975,808
1,607,032
2,582,840
•
NtEcoNsuL TING
McCLELLANDESIGNED TO SERVE % ENGINEERS, INC
•
PO Box 1229
Fayetteville, Arkansas 72702-1229
479-443-2377
FAX 479-443-9241
August 27, 2003
Mr. Ray Boudreaux
Airport Manager,
Fayetteville Municipal Airport
4500 S. School Suite F
Fayetteville, AR 72701
RE: Taxiway Extension
Fayetteville Municipal Airport
Dear Mr. Boudreaux:
We are enclosing a four (4) signed Contracts for the above referenced project from
McClinton Anchor Co. for the City Council meeting of Sept. 16, 2003.
there are any questions, please contact us.
Sincerely,
McC,L-ELLAND -CO ULTING ENGINEERS, INC.
ayne
Vice Pres : ent
Enclosure: Contract (4)
J A20021/2022103 \correspondencetourdreaka-827 voixl
FAYETTEVILLE
THE CITY OF fAYETTIVIIIE, ARKANSAS
DEPARTMENTAL CORRESPONDENCE
•
To: Ray Boudreaux
Aviation & Economic Division
From: Clarice Buffalohead-Pearman D�@
City Clerk Division
Date: September 19, 2003
Re: Res. 141-03
Attached please find an executed copy of the above referenced resolution passed by City
Council, September 16, 2003 awarding a contract to APAC-Arkansas, Inc., McClinton -Anchor
Division. I have attached two originals of the contract. Upon the mayor's retum I will secure his
signature on your third original contract. The original resolution and one original contract will be
recorded in the city Jerk's office and microfilmed.
Also attached is a copy of the budget adjustment for this project.
If anything else is needed please let the city clerk's office know.
/cbp
Nancy Smith, Internal Auditor
Barbara Fell, Budget Research
•
AGENDA REQUEST
X CONTRACT REVIEW
GRANT REVIEW
Al2
1�����yy��pp77 ®��� 1 � t 9/ /6 9.
STAFF REVIEW FORM - FINANCIAL OBEIGA N� eo
gr
Taxiway A Extension
APAC Div McClinton Anchor 400.40r/
TXIWAy 14
fib to Qaa.141-03
Change Order #1
For the Fayetteville City Council Meeting of: NA
FROM:
Ray M. Boudreaux Aviation & Economic Development General Govemment
Name
Division Department
ACTION REQUIRED: Review and approve CO #1, in the amount of 425.50 (reduction) with McClinton -Anchor
Division of APAC Arkansas Inc., PO Box 1367, Fayetteville, AR 72702-1367, phone: 521-3550, fax: 521-2826,
on the Taxiway "A" extension project at Fayetteville Municipal Airport, Drake Field.
Forward to the Mayor for signature.
COST TO CITY:
($25.50) $ 3,531,534.00 Taxiway A Extension Phase I
Cost of this request
Category/Project Budget Program Category / Project Name
5550.3960.7820.31 $ 1,981,523.00 Airport Capital
Account Number
Funds Used to Date Program / Project Category Name
03012.1 $ 1,550,011.00 Airport
Project Number
Remaining Balance Fund Name
BUDGET REVIEW:. -
X Budgeted Item Budget Adjustment Attached
Budget Manager
Date
CONTRACT,/ GRANT/LEASE REVIEW:
&t lat{/ ✓ L2 L l� T .lA t I C�M.lst01%. 81-51 Uti
Acc666unting Manager Da CC e InternaljjAu tor Date
3 ! 0 ci '� UW- a l0
Dat Purchasing Manager Date
City At orney
STAFF RECOMMENDATION:
Department Director
iriance d Internal Services Dir.
Date
Received in Mayor's Office
Date 14,
Cross Reference:
Previous Ord/Res#: #141-03
Orig. Contract Date: 9/16/2003
Orig. Contract Number: #926
New item:
Yes No X
FAYETTEdILLE
THE CRY OF FAYETTEVILLE. ARKANSAS
DAN GOODY. MAYOR
•
4500 School Ave.. Sults F
FayRivllls, AR 72701
501.718.7142
AVIATION AND ECONOMIC DEVELOPMENT
RAY M. BOUDREAUX. DIRECTOR
TO: Dan Coody, Ma of
THRU: Staff Review •ommittee
FROM: Ray M. Boudrea
DATE: August 30, 2004
SUBJECT: CO #1 APAC McClinton Anchor, Taxiway A Ext Phase I
Recommendation: Airport Staff recommends approval of a Change Order #1, in the
amount of -$25.50 (reduction).
Background: The project under construction is the "Taxiway A Extension project,
Phase I", which will provide the taxiway and parking ramp area for the USDA Forest
Service Fire Base.
The project is primarily funded with DOT/FAA and Forest Service resources with the
City providing a small amount of local match funds.
Discussion: The Change Order adjusts material quantities, includes additions to
drainage requirements, and an additional pavement cut as required for a proper
pavement joint between old and new work.
Budget Considerations: There is no budget effect at this time. The Change Order is a
net reduction to the contract amount.
RB/jn
Attachments: CO #1 , (4) originals
•
Staff Review Form - Page 2
Description CO k1- McClinton Anchor Taxiway A Ext
Meeting Date NA
Comments: Reference Comments:
Budget Manager
Accounting Manager
City Attorney
Purchasing Manager
ADA Coordinator
Internal Auditor
Grants Coordinator
CHANGE ORDER
Order No.
e• - �••
..: rr
CONTRACTOR: APAC-Arkansas Inc.. McClinton Anchor Division
The following changes are hereby made to the CONTRACT DOCUMENTS:
1. Reduce the Quantityfor Bid Item No. 1-7 for Undercut and Badcfiil from 1900 CY to 1520 CY at $19.95 per CY.
Deduct cost of $ 7,581.00 from contract.
2. Reduce the Quantity for Bid Item No. 1.8 for Soil Stabilization Fabric from 6000 SY at per 100 SY at $1.50 per SY.
Deduct cost of $ 8,850.00 from contract
3. Increase the Quantity for Bid Item No. 1-14 for 18RCP from 300 LF to 330 LF Add cost of $1,200.00 to contact
4. Increase the Quantity for B1d Item No. I-19 for Junction Box from 1 FA to 264 Add cost of $3,000.00 to contract.
5. Add Bid Item No 1-39 for Saw cut of Asphalt Taxiway Edge 8' deep for 230 LF at $3.05 per IF.
Add cost of $701.50 to contract.
6. Add Bid Item No 1.40 for Saw cut existing 36• RCP and add 18' Flared End Section 1 LS at $1,454.00 per LS.
Add cost of $1,454.00 to contract.
7. Increase the Quantity for Bid Item No. 1-4 for Embankment form Excavation from 7500 CY to 9000 CY at $ 6.70.
Add cost of $ 10,050.00 to contract.
Justification:
1 &.2. The odginal quantity estimated for these items are not required and are reduced In the amount required.
3 & 4. The increase in these Items is need for drainage of the area west of Taxiway A..
5. This Item Is needed to provide fora straight edge joint of the concrete Taxiway A to existing asphalt Taxhvay D.
6. This Item Is needed to connect the additional 18' RCP to the Existing 36' RCP as this work and items 3 and 4 above.
7. The Increase in this Item Is necessary for the additional unexpected material needed to fill the slopes beyond the pavement.
CONTRACT PRICE prior to this Change Order: $ 2.146.906.20
Decrease in Contract Price: $ 2(5.50)
Revised CONTRACT PRICE Including this Change Order. $ 2,146,880.70
Final Completion Time Prior to This Change Order: 180 Calendar Days
Net Time Change Resulting From This Change Order: 30 Calendar Days
Current Contract Completion Dates Including This Change Order.
Completion Date: October
Change to CONTRACT TIME:
The CONTRACT TIME will be (increased) (decreased) by 30 calendar days.
Approvals Required:
To be effective this Order must be approved by the Owner if it changes the scope or objective or the PROJECT, or
as may otherwise be requi b the GENERAL CONDITIONS.
Requested by: d>ticot%
/SAC- Arkansas, I cClinton Anchor Division Date OB/z%�
. ..
aI •• r
FAYETT&ILLE
THE CITY OF FAYETTEVILLE, ARKANSAS
City Clerk Division
113 West Mountain
Fayetteville, AR 72701
Telephone: (479) 575-8323
DEPARTMENTAL CORRESPONDENCE
To: Ray Boudreaux
Aviation & Economic Development
From: Clarice Buffalohead-Dearman r�
City Clerk Division �l
Date: September 8, 2004
Re: McClinton Anchor
Attached arc three
'A'
of four originals
of the Change Order No.
I for McClinton -Anchor (APAC)
on Taxiway
extension.
The review request with attachments will be recorded in the city clerk's office and microfilmed. If
anything else is needed please let the clerk's office know.
/cbp
attachments
cc: Nancy Smith, Internal Auditor
eQ D.14► -03
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CONSTRUCTION SPECIFICATIONS
FOR
Taxiway "A" Extension and
USDA Forest Service Air Tanker Apron Area
TO
DRAKE FIELD
MUNICIPAL AIRPORT
FAYETTEVILLE, ARKANSAS
BID NO. 03-50
AIP PROJECT NO. 3-05-0020-031-2003
FY022103
13
MCCLEUAND ':
CONSULTING
ENGINEERS, Inc.
N0. 21 �Q
!AS. EN.....,
' ��Ml
JULY, 2003 �' ci
•
Prepared By: A�^*fl
ns ,�
' E
GSS R )
SIOAL
1 •
✓ afoSroSero asz��c:
McClelland Consulting Engineers, Inc. 't .,Yf`
' 1810 North College, P.O. Box 1229 tr•-Ii '�"7
Fayetteville, Arkansas 72702-1229 a'Iginal Signature On File
(479) 443-2377, Fax (479) 443-9241
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ADDENDUM NO.2
TAXIWAY "A" EXTENSION &
USDA FOREST SERVICE AIR TANKER APRON AREA
Fayetteville Municipal Airport, Drake Field
Fayetteville, Arkansas
Project No. FY022103
August 21, 2003
The Project Manual and the Drawings dated July, 2003 for the project arc amended as noted in this
Addendum. Receipt of this Addendum shall be acknowledged on the Bid Form. This Addendum
consists of 2 pages.
The Project Manual is amended as follows:
None.
The Project Drawings are amended as follows:
Item No. I Revise Plan Sheet 4 as noted on page 2 of this addendum for grades and dimensions of
the Forest Service small aircraft apron area.
Item No. 2 Delete the detail for Type "B" trench of the Lighting Circuit Trench Detail on Plan Sheet
9.
Item No. 3 Delete the words "existing" and "reconnection" form the Guidance Sign Layout Plan on
Plan Sheet 9.
Item No .4 Change the Top Elevation of the Junction Box at Sta. 11+00, 175 ft. Rt. to 1235.40.
' Item No. 5 Change the Top Elevation of the Grate Inlet at Sta. 13+10, 200 ft. Rt. to 1234.80.
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' 1:\2002\022103\spccs\Addendum No-2.wpd Addendum No. 2
08/21/2003 16:56 4794439241
MC2ELLAND ENGINEERS
PAGE @2
REFER T01 SHEET 4
4.14
11 34.5
X 3�
39
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POOR
�DR
ADDENDUM 2
McClellond TAXIWAY W EXTENSION & FOREST SERVICE
wf/ nw ro sr Cono ItIng AIRCRAFT PARKING AREA
Engine'.' FAYETTEVILLE MUNICIPAL AIRPORT
lnce.pe.vree FAYETTEVIU_E, ARKANSAS
Little Rock Foyetten7le
900 W. Moirflom 1810 N. Cd/ege
♦n• y. I. Iy V. LVVd
E 50" AFY022103 nF.w tloorz A—'1
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ADDENDUM NO. 1
TAXIWAY "A" EXTENSION &
1
USDA FOREST SERVICE AIR TANKER APRON AREA
Fayetteville Municipal Airport, Drake Field
' Fayetteville, Arkansas
Project No. FY022103
August 20, 2003
' The Project Manual and the Drawings dates July, 2003 for the project are amended as noted in this
Addendum. Receipt of this Addendum shall be acknowledged on the Bid Form. This Addendum
consists of I page and 5 plan sheets.
The Project Manual is amended as follows:
None.
The Project Drawings are amended as follows:
' Item No. 1 Remove Sheet 3 and replace with the attached revised Sheet 3.
Item No. 2 Add Plan Sheet 6.
Item No, 3 Remove Sheet 7 and replace with the attached revised Sheet 7.
Item No .4 Add Plan Sheet 8.
' Item No. S Add Plan Sheet 14
' Item No. 6 Change the dimension on "Base Mounted Taxiway Light Installation Detail" from
24" to read 36".
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IJ:\2002t0221071specsWddendum NoI,wpd Addendum No. I
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TABLE OF CONTENTS
SECTION PAGE NO.
Notice to Contractor 1-3
Instructions to Bidders 1-6
Proposal 1-14
Bid Bond 1-2
Notice of Award I
Contract 1-2
Notice to Proceed I
Performance and Payment Bond 1-2
2-2
Equal Employment Certification 1-2
Wage. Labor. EEO. & Safety Requirements 1-17
Federal Wage Decision 1-3
General Provisions
(FAA Standards, as revised for this project)
1-61
Section 10.
Definition of Terms
1-5
Section 20.
Proposal Requirements and Conditions
6-9
Section 30.
Award and Execution of Contract
10-11
Section 40.
Scope of Work
12-15
Section 50.
Control of Work
16-21
Section 60.
Control of Materials
22-24
Section 70.
Legal Relations and Responsibility to Public
25-32
Section 80.
Prosecution and Progress
33-38
Section 90.
Measurement and Payment
39-45
Section 100.
Contractor Quality Control Program
46-52
Section 110.
Method of Estimating Percentage of Material
Within Specification Limits (PWL)
53-58
Special Provisions
1-22
General
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Description
of the Project
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Coordination
of the Work
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Safety Requirements
and Construction Procedures
1-6
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TABLE OF CONTENTS
(Continued)
SECTION PAGE NO.
Special Provisions (continued)
1-22
Identification of"Engineer"
6
Authority of Engineer
6.7
Limitations of the Engineers Responsibilities
7
Engineer's Visits to the Site
8
Contractor's Examination
8
Arrangement of Specifications and Plans
8-9
Workmen
9
Horseplay
9
Insurance
9-13
Subcontractors
13
Contractor's Routine Access to Site
13
Owner -Furnished Materials
13
Quality of Plans
13
Partial Acceptance
14
Progress Schedule
14
Contractor to Perform Construction Staking
14
Work Done Without Lines and Grades
14
Preservation of Monuments and Stakes
14
Other Contractors
15
Record Drawings
15
Publicity
15
Modifications and Waivers
15
Standards
15-16
Testing
16
Payment for Stored Materials
16
Cost of Plans and Specifications
17
Ownership of Engineering Data
17
Partial Sets of Plans and Specifications for Subcontractors
17
Damage to Existing Facilities
17
Reporting of Accidents
17
Pre -Construction Conference
17
Waterways
17
Safety and Security
17
Function of the Engineer and Relationship Between Engineer and Contractor
18-19
Contractor's Responsibility Regarding Special Application
Materials and Products
19-20
Temporary Facilities
20-21
Permits. Licenses. Laws. Ordinances Regulations and Taxes
21-22
Excavation Safety
22
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TABLE OF CONTENTS
(Continued)
SECTION PAGE NO.
FAA Standard Specifications
P-152 Excavation and Embankment 1-7
P-156 Temporary Air and Water Pollution. Soil Erosion, and Siltation Control 1-4
P-209 Crushed Aggregate Base Course 1-5
' P-501 Portland Cement Concrete Pavement 1-25
P-605 Joint Sealing Filler 1-2
P-610 Structural Portland Cement Concrete 1-6
'• P-620 Runway and Taxiway Painting I-3
D-701 Pipe for Storm Drains & Culverts 1-5
D-705 Pipe Underdrains for Airports 1-6
D-751 Manholes, Inlets and Headwalls 1-6
T-901 Seeding 1-3
T-904 Sodding 1-4
1 1-905 Topsoiling 1-3
T-908 Mulching 1-3
L -I08 Installation of Underground Cable for Airports 1-6
'1,-1 10 Installation of Airport Underground Electrical Duct 1-3
L-125 Installation of Airport Lighting Systems I-3
Soil Stabilization Fabric 1-2
Appendices
Appendix A Safety Requirements Order SW 5200.5
Appendix B "Buy American" Exclusion Products
' Appendix C OSHA Standard for Excavation & Trenches Safety Program
Appendix D Arkansas State Contractors Bond Licensing Law
Appendix E Municipal Airport DBE Program
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NOTICE TO CONTRACTORS
Bid No. 03-50
Notice is hereby given that in pursuance to an order of the City of Fayetteville, scaled bids will
be received at the Purchasing Office or Room 306 of the City Administration Building, 113 West
Mountain, Fayetteville, Arkansas, until 3:00 p.m., on the 25th day of August, 2003, for the
furnishing of all tools and labor, and the performance of work to be done in construction of
Taxiway improvements at Drake Field, Fayetteville Municipal Airport.
Work under this Contract shall include 11" concrete pavement, drainage pipe and inlets,.
' excavation, borrow, grading, taxiway lighting, joint scaling and seeding improvements necessary
to complete the project.
' The location of the work is set out in the Plans and Specifications to be on file in the offices of
McClelland Consulting Engineers, Inc.: P.O. Box 1229, 1810 N. College Avenue, Fayetteville,
Arkansas. All bids will be opened and considered at a meeting, to be held in Room 326 at the
City Administration Building, 113 West Mountain, Fayetteville, Arkansas at 3:15 p.m. local
'
time, on the 25th day of August , 2003, and at such adjourned meetings thereafter as may be
necessary.
' All necessary work, materials, and every item of construction shall be in accordance with the
Plans and Specifications as prepared by the Engineer. Copies of the documents may be obtained
from the office of the Engineer upon the payment of the sum of One hundred and twenty five
' dollars (S 125.00), said payment not being refundable. Pertinent information and the detailed
specifications will be furnished to suppliers at cost of reproduction.
IA mandatory Pre -Bid Conference will be held at 2:00 p.m.. on August 19, 2003 at the
Conference Room in the Terminal Building, Drake Field, Fayetteville, Arkansas. The purpose of
this meeting is to review the project requirements with the prospective bidders and to tour the
• ' project site.
Bidders shall make such inspection and studies of the site of the work as to thoroughly
familiarize themselves with all conditions to he encountered.
Each bid must be accompanied by a surety bond (proposal guaranty) in the amount equal to five
percent (5%) of the whole bid, said bond to be issued by a surety company licensed to do
' business in the State of Arkansas, said bond to be retained as liquidated damages in case the
successful bidder fails, neglects, or refuses to enter into the contract for the construction of said
works, and furnish the necessary bonds within fifteen (15) days from and after the date of the
Notice of Award.
The successful bidder will be required to furnish separate performance and payment bonds, in
favor of the City of Fayetteville, Fayetteville. Arkansas, in an amount equal to one hundred
percent (I00%) of the contract amount, at the time of the award of the contract, if said contract
exceeds 5100,000.
' Notice is hereby given that the City of Fayetteville is an Equal Opportunity employer.
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Section 00030 - I
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Buy American Requirement. Unless otherwise approved by the FAA, the sponsor will not
acquire or permit any contractor or subcontractor to acquire any steel or manufactured products
produced outside the United States to be used for any project for airport development for which
funds are to he provided under the FAA grant.
' It is the policy of the Department of Transportation (DOT) that disadvantaged business
enterprises as defined in 49 CFR Part 23 shall have the maximum opportunity to participate in
the performance of contracts financed in whole or in part with Federal funds.
All bidders and proposers shall make good faith efforts, as defined in Appendix A of 49 CFR
Part 23, Regulations of the Office of the Secretary of Transportation, to Subcontract five (5)
' percent of the dollar value of the prime contract to small business concerns owned and controlled
by socially and economically disadvantaged individuals (DBE). In the event that the bidder of
this solicitation qualifies as a DBE, the contract goal shall be deemed to have been met.
1 Individuals who are rebuttable presumed to he socially and economically disadvantaged include
women. Blacks, Hispanics, Native Americans, Asian -Pacific Americans and Asian -Indian
Americans. The apparent successful bidder will be required to submit its information concerning
' the DBE's that will participate in this contract. The information will include the name and
address for each DBE, a description of the work to be performed by each named firm, and the
dollar value of the contract (subcontract) and shall be submitted with the proposal. If the bidder
fails to achieve the contract goal as stated herein, it will he required to provide documentation
' demonstrating that it made good faith efforts in attempting to do so. A bid that fails to meet
these requirements will he considered non -responsive.
All references to the policy of the Department of Transportation (DOT) rule concerning
disadvantaged business enterprises as defined in 49 CFR part 23 shall now mean the Fayetteville
Municipal Airport Disadvantaged Business Enterprise Program in compliance to 49 CFR part 26.
' This program is a working document which will be submitted for final approval to the City
Council and the Department of Transportation. The document is subject to amendment by the
' Federal Aviation Administration, the Department of Transportation, or the City of Fayetteville as
necessary to enforce current regulations. Federal DOT regulations mandate that this document be
effective as of October 1, 1999, and all provisions shall be applied to contractual obligation
concerning the above referenced DOT -assisted project. This document is included as an
Appendix.
The City of Fayetteville reserves the right to reject any and all bids, and to waive any formalities
deemed to be in the best interest of the Commission.
The proposed contract is under and subject to Executive Order 11246 of September 24, 1965,
and to the Equal Opportunity Clause contained in the Specifications.
The successful bidder will be required to submit a Certification of Non -segregated Facilities prior
Ito award of the contract, and to notify prospective subcontractors of the requirement for such a
Certification where the subcontract exceeds $10,000. Samples of the Certification and the Notice
to Subcontractors appears in the Specifications.
' The attention of all bidders is called to the fact that any contractor or subcontractor on this
project having 50 or more employees and who may be awarded a contract or subcontract of
550,000 or more will he required to maintain an Affirmative Action Program within 120 days of
Section 00030 - 2
commencement of the contract.
' Women will be afforded equal opportunity in all areas of employment. However, the
employment of women shall not diminish the standards or requirements for employment of
minorities.
1 The Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal
Equal Employment Opportunity Construction Contract Specifications" set forth herein.
7
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The Contractor shall provide written notification to the Director, OFCCP, within 10 working
days of award of any construction subcontract in excess of S 10,000 at any tier for construction
work under the contract resulting from this solicitation. The notification shall list the name,
address, and telephone number of the subcontractor; employee identification number; estimated
dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and
the geographical area in which the contract is to be performed.
"Pursuant to Ark. Cod Annotated 22-9-203, the City of Fayetteville encourages all qualified
small, minority and women services, and construction. Also, City of Fayetteville encourages all
general contractors to subcontract portions of their contract to qualified small, minority, and
women business enterprises."
' Attention is called to
the fact
that no
less
than the minimum salaries and wages as set forth in the
Contract Documents
must be
paid on
this
Project.
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The Bidder must supply all the information required by the proposal form.
The attention of all bidders is called to the fact that they must be licensed under the terms of Act
150 of the 1965 Acts of the Arkansas Legislature, as amended.
' Bid No. 03-50
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Peggy Vice
Purchasing Officer
City of Fayetteville
Fayetteville. Arkansas
Section 00030 - 3
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SECTION 00100
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INSTRUCTIONS TO BIDDER
PARAGRAPH NO./TITLE
PAGE NO.
I.
FORMAT...........................................................................................................................
1
2.
SPECIFICATION LANGUAGE......................................................................................
1
3.
GENERAL DESCRIPTION OF THE PROJECT............................................................
1
4.
QUALIFICATION OF BIDDERS.....................................................................................
I
5.
DOCUMENT INTERPRETATION.................................................................................
1
6.
BIDDER'S UNDERSTANDING......................................................................................
2
7.
PROJECT MANUAL & DRAWINGS............................................................................
2
8.
TYPE OF BID..................................................................................................................
3
9.
PREPARATION OF BIDS..............................................................................................
3
10.
STATE AND LOCAL SALES AND USE TAXES.........................................................
4
11.
SUBMISSION OF BIDS.................................................................................................
4
12.
TELEGRAPHIC OR WRITTEN MODIFICATION OF BIDS .......................................
4
13.
WITHDRAWAL OF BID................................................................................................
4
14.
BID SECURITY...............................................................................................................
4
15.
RETURN OF BID SECURITY........................................................................................
5
16.
AWARD OF CONTRACT...............................................................................................
5
17.
BASIS OF AWARD.........................................................................................................
6
18.
EXECUTION OF CONTRACT.......................................................................................
6
19.
PERFORMANCE AND PAYMENT BONDS................................................................
6
20.
FAILURE TO EXECUTE CONTRACT AND FURNISH BOND ...................................
7
21.
PERFORMANCE OF WORK BY CONTRACTOR.......................................................
7
22.
TIME OF COMPLETION.................................................................................................
7
23.
PROVIDING REQUIRED INSURANCE........................................................................
8
24.
TRENCH AND EXCAVATION SAFETY SYSTEM..........................................................
8
25.
SUBCONTRACTOR'S PERFORMANCE AND PAYMENT BOND .................................
8
26.
PROPOSED SUBSTITUTION FOR SPECIFIED ITEMS ...................................................
8
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SECTION 00100
INSTRUCTIONS TO BIDDERS
' The Contract Documents are divided into parts, divisions, and sections in keeping with accepted
industry practice in order to separate categories of subject matter for convenient reference thereto.
Generally, there has been no attempt to divide the Specification sections into work performed by the
various building trades, work by separate subcontractors, or work required for separate facilities in
the project.
2. SPECIFICATION LANGUAGE
"Command" type sentences are used in Contract Documents. These refer to and are directed to the
' Contractor.
' 3. GENERAL DESCRIPTION OF THE PROJECT
A general description of the work to be done is contained in the ADVERTISEMENT FOR BIDS.
' The scope is indicated on the accompanying Drawings and specified in applicable parts of these
Contract Documents.
' 4. QUALIFICATION OF BIDDERS
The prospective bidders must meet the statutorily prescribed requirements before Award of Contract
' by the Owner.
Before a Contract will be awarded for the work contemplated herein, the Owner will conduct such
' investigation as is necessary to determine the performance record and ability of the apparent low
Bidder to perform the size and type of work specified under this Contract. Upon request, the Bidder
shall submit such information as deemed necessary by the Owner to evaluate the Bidder's
qualifications.
5. DOCUMENT INTERPRETATION
' The Contract Documents governing the work proposed herein consist of the Drawings and all
material bound herewith. These Contract Documents are intended to be mutually cooperative and to
' provide all details reasonably required for the execution of the proposed work. Any person
contemplating the submission of a Bid shall have thoroughly examined all of the various parts of
' these Documents, and should there be any doubt as to the meaning or intent of said Contract
Documents, the Bidder should request of the Engineer, in writing (received by the Engineer at least 5
working days prior to bid opening) an interpretation thereof. Any interpretation or change in said
' Contract Documents will be made only in writing, in the form of Addenda to the Documents which
will he furnished to all Bidders receiving a set of the Documents. Bidders shall submit with their
Proposals, or indicate receipt, of all Addenda. The Owner or Engineer will not be responsible for
any other explanation or interpretations of said Documents not issued in writing by Addendum.
ISection 00100- I
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' 6. BIDDER'S UNDERSTANDING
Each Bidder must inform himself of the conditions relating to the execution of the Work, and it is
' assumed that he will inspect the site and make himself thoroughly familiar with all the Contract
Documents. Failure to do so will not relieve the successful Bidder of his obligation to enter into a
Contract and complete the contemplated Work in strict accordance with the Contract Documents. It
' shall be the Bidder's obligation to verify for himself and to his complete satisfaction all information
concerning site and subsurface conditions.
' Information derived from topographic maps, or from Drawings showing location of utilities and
structures will not in any way relieve the Contractor from any risk, or from properly examining the
site and making such additional investigations as he may elect, or from properly fulfilling all the
terms of the Contract Documents.
Each Bidder shall inform himself of, and the Bidder awarded a Contract shall comply with, federal,
' state, and local laws, statutes, and ordinances relative to the execution of the Work. This
requirement includes, but is not limited to, applicable regulations concerning minimum wage rates,
' nondiscrimination in the employment of labor, protection of public and employee safety and health,
environmental protection, the protection of natural resources, fire protection, burning and nonbuming
requirements, permits, fees, and similar subjects.
' 7. PROJECT MANUAL AND DRAWINGS
' No return of Project Manual or Drawings is required and no refund will be made.
The successful Bidder will be furnished two sets of Documents without charge. Any additional
' copies required will be furnished to the Contractor at S I00 per set. Partial sets will not be available.
8. TYPE OF BID
Unit prices shall he submitted in the appropriate places on the Bid. The total amount to be paid the
Contractor shall be the total amount of the unit price items as adjusted based on quantities installed
' and/or any adjustment for additions or deletions resulting from additive or deductive alternates or
change orders during construction.
' 9. PREPARATION OF BIDS
All blank spaces in the Bid form must be filled in, preferably in BLACK ink, in both words and
' figures where required. No changes shall be made in the phraseology of the forms. Written amounts
shall govern in cases of discrepancy between the amounts stated in writing and the amounts stated in
' figures. In case of discrepancy between unit prices and totals, unit prices will prevail.
Any Bid shall be deemed informal which contains material omissions, or irregularities, or in which
' any of the prices are obviously unbalanced, or which in any manner shall fail to conform to the
conditions of the published ADVERTISEMENT FOR BIDS.
Only one bid from any individual, firm, partnership, or corporation, under the same or different
ISection 00100-2
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names, will he considered. Should it appear to the Owner that any Bidder is interested in more than
one bid for work contemplated, all bids in which such Bidder is interested will be rejected.
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The Bidder shall sign his Bid in the blank space provided therefor. If Bidder is a corporation, the
legal name of the corporation shall be set forth above, together with the signature of the officer or
officers authorized to sign Contracts on behalf of the corporation. If Bidder is a partnership or sole
proprietorship, the true name of the firm shall be set forth above, together with the signature of the
partner or partners authorized to sign Contracts in behalf of the firm. If signature is by an agent,
other than an officer of a corporation or a member of a partnership or sole proprietorship, a notarized
power -of -attorney must he on file with the Owner prior to opening of bids or submitted with the Bid.
10. STATE AND LOCAL SALES AND USE TAXES
Unless the Special Provisions contains a statement that the Owner is exempt from state sales tax on
materials incorporated into the Work due to the qualification of the Work under this Contract, all
state and local sales and use taxes, as required by the laws and statutes of the state and its political
subdivisions, shall he paid by the Contractor. Prices quoted in the Bid shall include all nonexempt
sales and use taxes, unless provision is made in the Bid form to separately itemize the tax.
11. SUBMISSION OF BIDS
All Bids must be submitted, not later than the time prescribed, at the place, and in the manner set
forth in the ADVERTISEMENT FOR BIDS. Bids must he made on the Bid forms provided herein.
Each Bid must be submitted in a sealed envelope, so marked as to indicate its contents without being
opened, and addressed in conformance with the instructions in the ADVERTISEMENT FOR BIDS.
Bids may not be submitted by FAX machines.
12. TELEGRAPHIC OR WRITTEN MODIFICATION OF BID
' Any Bidder may modify his bid by telegraphic or written communication at any time prior to the
scheduled closing time for receipt of bids, provided such communication is received by the Owner
prior to the closing time. The telegraphic or written communication should not reveal the bid price;
' it shall, however, state the addition or subtraction or other modification so that the final prices or
terms will not be known by the Owner until the sealed bid is opened.
' 13. WITHDRAWAL OF BID
Any Bid may be withdrawn prior to the scheduled time for the opening of Bid either by telegraphic
or written request, or in person. No Bid may be withdrawn after the time scheduled for opening of
Bids, unless the time specified in Item, AWARD OF CONTRACT, of these INSTRUCTIONS TO
' BIDDERS shall have elapsed.
14. BID SECURITY
Bids must be accompanied by cash, a certified check, or cashier's check drawn on a hank in good
standing, or a bid bond issued by a Surety authorized to issue such bonds in the State where the
' Work is located, in the amount of 5 percent of the total amount of the Bids submitted. This bid
security shall be given as a guarantee that the Bidder will not withdraw his Bid for a period of 60
' Section 00100 - 3
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days after bid opening, and that if awarded the Contract, the successful Bidder will execute the
attached Contract and furnish properly executed Performance and Payment Bonds, each in the full
amount of the Contract price within the time specified.
The Attorney -in -Fact (Resident Agent) who executes this bond in behalf of the Surety must attach a
notarized copy of his power -of -attorney as evidence of his authority to bind the Surety on the date of
execution of the bond.
All bid bonds and Contract bonds shall be executed by a LICENSED RESIDENT AGENT' of the
surety having his place of business in the STATE OF ARKANSAS and in all ways complying with
the laws of the State of Arkansas. The mere countersigning of a bond will not be sufficient.
' If the Bidder elects to furnish a Bid Bond, he shall use the Bid Bond form bound herewith, or one
conforming substantially thereto in form and content.
15. RETURN OF BID SECURITY
Within 15 days after the award of the Contract, the Owner will return the bid securities to all Bidders
'
whose Bids are not to be further considered in awarding the Contract. Retained bid securities will be
held until the Contract has been finally executed, after which all bid securities, other than Bidders'
' bonds and any guarantees which have been forfeited, will be returned to the respective Bidders
whose Proposals they accompanied.
' 16. AWARD OF CONTRACT
Within 90 calendar days after the opening of Bids, unless otherwise stated in the
' ADVERTISEMENT FOR BIDS or SPECIAL PROVISIONS of these Documents, the Owner will
accept one of the Bids or will act in accordance with BASIS OF AWARD, below. The acceptance of
the Bid will be by written notice of award, mailed or delivered to the office designated in the Bid. In
the event of failure of the lowest responsible and responsive qualified Bidder to sign and return the
Contract with acceptable Performance and Payment Bonds, as prescribed herein, the Owner may
award the Contract to the next lowest responsible and responsive qualified Bidder. Such award, if
made, will be made within 90 days after the opening of Bids.
17. BASIS OF AWARD
' If, at the time this Contract is to be awarded, the total Base Bid of the lowest acceptable Proposal
exceeds the funds then estimated by the Owner as available, the Owner may reject all bids or take
' such other action as best serves the Owner's interests, including consideration of selected Deductive
Alternates.
' 18. EXECUTION OF CONTRACT
' The successful Bidder shall, within 15 consecutive days after receiving notice of award, sign and
deliver to the Owner the Contract hereto attached together with the acceptable bonds as required in
these Documents. Within 15 consecutive days after receiving the signed Contract with acceptable
bonds from
the successful Bidder,
the Owner's authorized
agent will sign the Contract. Signature by
'
both parties
constitutes execution
of the Contract.
Section 00100-4
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The successful Bidder shall conform to the Rules and Regulations of Arkansas Department of
Finance and Administration concerning nonresident contractor's notice and bond requirements.
19. PERFORMANCE AND PAYMENT BONDS
The successful Bidder shall file with the Owner a Performance Bond and Payment Bond on the form
bound herewith, each in the full amount of the Contract Price in accordance with the requirements of
the State of Arkansas as applicable, as security for the faithful performance of the Contract and the
payment of all persons supplying labor and materials for the construction of the Work, and to cover
all guarantees against defective workmanship or materials, or both, for a period of 1 year after the
date of final acceptance of the Work by the Owner. The Surety furnishing this bond shall have a
sound financial standing and a record of service satisfactory to the Owner, shall be authorized to do
business in the State of Arkansas, and shall be listed on the current U.S. Department of Treasury
Circular Number 570, or amendments thereto in the Federal Register, of acceptable Sureties for
Federal projects.
If the Surety on any Bond furnished by Contractor is declared bankrupt or becomes insolvent or its
right to do business is terminated in any state where any part of the project is located or it ceases to
meet the requirements of the preceding paragraph, Contractor shall within five days thereafter
substitute another Bond and Surety, both of which must be acceptable to Owner.
The Attorney -in -Fact (Resident Agent) who executes this Performance Bond and Payment Bond in
behalf of the Surety must attach a notarized copy of his power -of -attorney as evidence of his
authority to bind the Surety on the date of execution of the bond. All Contracts, Performance and
Payment Bonds, and respective powers -of -attorney will have the same date.
20. FAILURE TO EXECUTE CONTRACT AND FURNISH BOND
The Bidder who has a Contract awarded to him and who fails to properly execute the Contract and
' furnish the Performance Bond and Payment Bond, within the time frame stipulated elsewhere in
these documents, shall forfeit the bid security that accompanied his bid, and the bid security shall he
retained as liquidated damages by the Owner, and it is agreed that this sum is a fair estimate of the
' amount of damages the Owner will sustain in case the Bidder fails to enter into a Contract and
furnish the bond as hereinbetbre provided. Bid security deposited in the form of cash, a certified
check, or cashier's check shall be subject to the same requirements as a Bid Bond.
' 21. PERFORMANCE OF WORK BY CONTRACTOR
The Contractor shall perform on the site and with his own organization, work equivalent to at least
forty percent of the total amount of the work to be performed under this Contract. If, during the
progress of the Work hereunder, the Contractor requests a reduction of'such percentage, and the
Engineer determines that it would be to the client's advantage, the percentage of the Work required to
he performed by the Contractor's own organization may be reduced; PROVIDED prior written
' approval of such reduction is obtained by the Contractor from the Engineer.
Each bidder must furnish with his hid a list of the items that he will perform with his own forces and
' the estimated total cost of these items
' Section 00100-5
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22. TIME OF COMPLETION
The time of completion of the Work to be performed under this Contract is of the essence of the
Contract. Delays and extensions of time may be allowed in accordance with the provisions stated in
Section GENERAL CONDITIONS. The time allowed for the completion of the work is stated in the
Proposal.
23. PROVIDING REQUIRED INSURANCE
The Bidder's attention is directed to the insurance requirements set forth in the GENERAL
PROVISIONS (amended in the SPECIAL PROVISIONS, if appropriate). Submittal of a bid
' indicates full understanding and intent to comply with the insurance requirements which are a
condition of the contract.
' 24. TRENCH AND EXCAVATION SAFETY SYSTEM
In accordance with ACT 291 OF 1993 OF THE STATE OF ARKANSAS, Bidders must
provide a separate price for trench and excavation safety programs in the space provided on the bid
form. Failure to do so will subject the bidder to disqualifications.
25. SUBCONTRACTOR'S PERFORMANCE AND PAYMENT BOND
' In accordance with Act 190 of 1993 of the State of Arkansas, subcontractors shall provide to the
General Contractor a performance and payment bond if the conditions of Section 1 of Act 190 are
applicable to the project.
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' Section 00100-6
PROPOSAL
TO
DRAKE FIELD
MUNICIPAL AIRPORT
FAYETTEVILLE, ARKANSAS
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AIP 3-05-0020-031-2003
Project No. FY022103
Dated: JULY 2003
NOTE TO BIDDER: Please use BLACK ink for completing this Bid form.
To:
Address:
Project
Title:
Engineer's
Project No.
Date:
Bidder:
Address:
City of Fayetteville
113 W. Mountain
Fayetteville, Arkansas 72701
Taxiway "A" Extension and
USDA Forest Service Air Tanker Apron Area
FY022103
Arkansas Contractor's
AtA tGt&%T IS. ;1to03 License No.: 00118'f1203
APAC -PIKAICU TN1C, Mc(irNnrl -P$VC O , P10
?, 0, Box 13 67 FRYE7,OU-i . f}R 727OZ
' Bidder's person to contact for additional information on this Proposal:
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Name: tAvic LODE
Telephone: b1 t sal- 3?9,S FMPTTEVJQ.g
I. BIDDER'S DECLARATION AND UNDERSTANDING
The undersigned, hereinafter called the Bidder, declares that the only persons or parties interested in
this Proposal are those named herein, that this Proposal is, in all respects, fair and without fraud, that
it is made without collusion with any official of the Owner, and that the Proposal is made without
any connection or collusion with any person submitting another Proposal on this Contract.
The Bidder further declares that he has carefully examined the Contract Documents for the
construction of the project, that he has personally inspected the site, that he has satisfied himself as to
the quantities involved, including materials and equipment, and conditions of work involved,
including the fact that the description of the quantities of work and materials, as included herein, is
1:\2002\022103\ipecs\00300.doc Section 00300 - 1
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brief and is intended only to indicate the general nature of the work and to identify the said quantities
with the detailed requirements of the Contract Documents, and that this Proposal is made according
to the provisions and under the terms of the Contract Documents, which Documents are hereby made
a part of this Proposal.
'The Bidder states that he has experience in and is qualified to perform the work herein specified and,
if he does not have craftsmen experienced and qualified in any phase of the work for which this
Proposal is offered, that he will subcontract the work under said phase to a contractor who does have
' the necessary experience and qualifications.
The Bidder further agrees that he has exercised his own judgment and has utilized all data which he
believes pertinent from the Engineer, Owner, and other sources in arriving at his own conclusions.
2. CONTRACT EXECUTION AND BONDS
' The Bidder agrees that if this Proposal is accepted, he will, within 15 days after notice of award, sign
the Contract in the form annexed hereto, and will at that time, deliver to the Owner the Performance
Bond and Payment Bond required herein, and will, to the extent of his Proposal, furnish all
'
machinery, tools, apparatus, and other means of construction and do the work and furnish all the
materials necessary to complete all work as specified or indicated in the Contract Documents.
' 3. CERTIFICATES OF INSURANCE, PAYMENT BOND, AND PERFORMANCE BOND
The Bidder further agrees to furnish the Owner, before executing the Contract, the certificates of
' insurance, Payment Bond, and Performance Bond as specified in these Documents.
4. BID BOND
' Enclosed herewith is a bid bond for S o/o dollars (SSoaN'f`�W ) which we agree the
Owner may cash and retain as liquidated damages in the event of our failure to enter into contract for
' the work covered by this Proposal, provided the Contract is awarded to us within ninety (90) days
from the date fixed for the opening of bids and we fail to execute the required bonds as called for in
the Specifications within fifteen (15) days after the execution of the Contract.
' 5. START OF CONSTRUCTION AND CONTRACT COMPLETION TIME
The Bidder further agrees to begin work within 10 calendar days after the time stated in the Notice to
' Proceed issued by the Owner to the Contractor and shall complete the construction in all respects
within 150 calendar days and shall comply with the schedule identified in SPECIAL PROVISIONS.
' 6. LIQUIDATED DAMAGES
In the event the Bidder is awarded the Contract and shall fail to complete the work within the time
limit or extended time limit agreed upon, as more particularly set forth in the Contract Documents,
liquidated damages shall be paid to the Owner for all work awarded under the Contract until the
work shall have been satisfactorily completed as provided by the Contract Documents, plus any
t monies paid by the Owner to the Engineer for additional engineering and observation services
associated with such delays.
Liquidated damages shall be based upon actual cost to he home by the Owner as a result of the work
t not being completed within the time stipulated in the Contract and agreed to by the Contractor. Such
costs include but are not limited to loss of revenues and additional Fees payable to the Engineer.
1:\2002\022103\spccs\00300.doc Section 00300-2
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' 7. ADDENDA
' The Bidder hereby acknowledges that he has received Addenda Nos. ON I= TWO
to these Specifications .1 (Bidder insert No. of each Addendum receive
8. UNIT PRICE BASE BID
The Bidder agrees to accept as full payment for the work proposed herein the amount computed
' under the provisions of the Contract Documents and based on the following unit price amounts, it
being expressly understood that the unit prices are independent of the exact quantities involved. The
Bidder agrees that the Unit Prices represent a true measure of the labor and materials required lo
' perform the work, including all allowances for overhead and profit for each type and unit of work
called for in the Contract Documents. The amounts shall be shown in both words and figures. In
case of discrepancy, the amount shown in words shall govern.
9. SALES AND USE TAXES
The Bidder agrees that all federal, state, and local sales and use taxes are included in the stated bid
'prices for the work.
PROPOSAL SCHDULE
TAXIWAY "A" EXTENSION
BID ITEMS
ITEM APPROX, UNIT
NO. OUANITY ITEM: PRICE EXTENDED
1-1 1 LS Mobilization & Demobilization Sq(,S?s-O0 S 91,$.75•UD
(Taxiway Extension)
' j1%m*W oncviwnMD I Gnit, .vovekp tS KNE, /dollars/LS
(Words)
1-2 7900 CY Topsoil Removal (Plan Quantity) S5• O $ 4\ $1O.00
6sdt A"D s°Iloo /dollars/CY
(Words)
1-3 9000 CY Unclassified Excavation (Plan Quantity) $)'. (00 S 1 ZZ t 400.00
tnzerr.00 A$D �Iteo /dollars/CY
(Words)
1-4 7500 CY Embankment from Excavation S .70 $ 5 D , Z5O.0O
(Plan Quantity)
9LX AND '70(roo /dollars/CY
(Words)
10,000 CY
1-5 Select Borrow Embankment (Plan Quantity) S 1 0 $ 1lJ40OD.Co
ITVWttt9t-3 AND �iO too /dollars/CY
(Words)
J:\2002\022W3\specs\o03oftdoc Section 00300-3
ITEM APPROX. UNIT
NO. QUANTITY ITEM: PRICE: EXTENDED
1-6 6200 CY Topsoil Replacement (Plan Quantity)
s If.00 s & ,Zoo.O0
ELLVEWI /dollars/CY
(Words)
1-7 1900 CY Undercut and Embankment Backfill $ 19.95 $31, 9O .DO
(Field Measured)
M J$teea AND 95ltoo /dollars/CY
(Words)
1-8 6000 SY Soil Stabilization Fabric S 1.50 S q,OOO.OO
Iour. AtJD C°%rot7 /dollars/SY
(Words)
' 1-9 200 LF Straw Bale Barrier $450 $90O .OO
FcNn2 AJD 450hoo /dollars/LF
(Words)
1-10 1400 LF Filter Fabric Barrier $ ,O $ 4,200.00
irN2Gl: /dollars/LF
(Words)
111 6300 TN Crushed Aggregate Base Course $(1/6 $ 1O9 ,S0c. (7O
g[J¢uflfra AND 3T 1 t e o /dollars/1-N
(Words)
1-12 11,250 SY I I -inch Portland Cement Concrete S 33.24 $37 O.00
Pavement
TNtOTt' TNOt t PeJO ZItOO /dollars/SY
(Words)
1-13 I LS Taxiway Joint Scaling $ 3t,4�0 0O $i,4so.00
r\cec l twotwAUP , GO''Q, nw3oaeo S tnt-1 /dollars/LS
(Words)
1-14 300 IF I8 -inch RCP, Class III, Wall B $ 40.00 $ 1%,000.00
/dollars/LF
' (Words)
1-15 870 LF 24 -inch RCP. Class B, Wall B $ .OO $',1;0)16(10.00
FDQ'C1' n a.4c /dollars/LF
(Words)
1-16 980 LF 36 -inch RCP, Class III, Wall B $'11 .0O s 15,4w.00
S4UENt/ 5eJ(.� /dollars/LF
(Words)
1:\2002\022103\spccs\00300.doc Section 00300-4
ITEM
APPROX.
UNIT
NO.
QUANTITY
ITEM:
PRICE:
EXTENDED
1-17
I EA Grate
Inlet (3' x 4')
S( 15D.0b
S l D• OD
Gaut( *Housao,
at Hufa'an C%P-0
/dollars/EA
(Words)
1-18
I EA Grate
Inlet (6' x 4')
S9pD,00
S .OD
N{,ut fMto�SAND
e4inr nuwo2tD
/dollars/EA
(Words)
1-19 1 EA Junction Box $ 000.00 S;.00b.pp
TKLtle TFto vh AN D /dollars'EA
(Words)
1-20 1 EA 36 -inch Flared End Section S I $y'700.00
pgt.ftDv4Awo SEv6N nu -u92¢' /dollars/EA
(Words)
1-21 100 SY Solid Sodding $ 1.00 $ 700.00
S Ev G IJ /dol lars/SY
(Words)
1-22 9.5 AC Seeding, Fertilizing and Mulching SI,o0.oO S t,S•DD
bb*- CAO 5AwD iKU P. nuwPCZef) /dollars/AC
(Words)
1-23 2720 LF Taxiway Striping (Yellow)
flt20 AND %I1tor7 /dollars/LF
(Words)
1-24 5450 LF Black Outline Striping
a -2o Awo so/«a /dollars/LF
(Words)
1-25 500 LF Pipe Underdrain System
/dollars/LF
(Words)
$0.81 52,203.20
so.5O
S 10oc 5c,000.00
J:\2U02\022103\spec,HID300.doc Section 00300-5
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ITEM APPROX
NO. QUANTITY ITEM:
1-26 1 LS Trench and Excavation Safety System
Five NUNAZtj /dollars/LS
(Words)
1-27 7 EA Taxiway Light Relocation including
New Base
Fc'4E P$MQCCD Fouaft6/J /dollars/EA
(Words)
1-28 60 EA New Medium Intensity Taxiway Lights
T34U rUwt aCID Story fwo /dollars/EA
(Words)
UNIT
PRICE:
$ 500.OD
EXTENDED
S 500.00
S (.2.Ot7 S 21,'120.0 O
1-29 60 EA New Taxiway Light Base in Concrete $2 00 $ 21,720.00
fnttf. muitmaeD 4t�cry t-wo /dollars/EA
(Words)
1-30 2 EA New Taxiway Sign St ob•D $ S,i19Z.co
t,No t$at &4D 6LiKVKt/.V4t D Ng Cnt' SCA /dollars/EA
(Words)
1-31 5000 LF Lighting Cable, Counter and Cable Trench S%. p{O S 15 000.00
rnt t /dollars/LF
(Words)
1-32 4500 LF 2 -inch Conduit for Lighting Cable $ 2.D0 SU00.00
rw0 /dollars/LF
(Words)
1-33 600 LF 2 -way, 4 -inch Electrical Duct Encased S\4 pp $ 400.00
G't_v.Q.t_s0 /dollars/LF
(Words)
1-34 320 LF 2 -way. 4 -inch Electrical Duct Encased S 1500 S4, 900.00
(Split Conduit)
t%tFTGE N /dollars/LF
(Words)
):\2002\022I03\spccs\00300.do c Section 00300 - 6
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ITEM APPROX. UNIT
NO. OUANTI•fY ITEM: PRICE: EXTENDED
1-35 110 LF 2 -way 6"Split Conduct Electrical Duct S t(, DD S'2., 00
Encased
i w_NrJ/ SLX /dollars/LF
(Words)
1-36 150 LF 8 -way 4" Electrical Duct Encased $tG.Do S 0.0
rw6MT✓ i✓ ,t /dollars/LF
(Words)
1-37 1 LS Third Party Insurance Coverage
(Rider Amount)
ON e, KUNDQ✓r.D Tr✓ttRTi f-t'C /dollars/LS
(Words)
1-38 1 LS Maintenance of Traffic for Aircraft
(Taxiway "D")
Fbv%,Lthoµ,AwD pUE nLkwa4p /dollars/LS
(Words)
TOTAL SCHEDULE I BID (ITEMS 1-1 THROUGH 1-38)
$ 135.00 $ i35•oo
S loo. s&ioo•oo
$ 1,344108.20
PROPOSAL SCHDULE II
FOREST SERVICE AIR TANKER BASE PAVING
' ITEM APPROX.
NO. QUANTITY ITEM:
Ill -1 1 LS Mobilization & Demobilization
(Forest Service Tanker Paving)
5t4A'Tf pvg fHo,ry*rfl ,TwD K%kWd0,p Gtf-Tq _/dollars/LS
(Words)
11-2 5500 CY Topsoil Removal (Plan Quantity)
VeXAIL Ako 10<<✓o /dollars/CY
(Words)
11-3 4500 CY Unclassified Excavation (Plan Quantity)
-TS0 A$JD S0__O /dollars/CY
' (Words)
UNIT
PRICE: EXTENDED
S_______ $ (p 0.00
$ 0� �i0 S 05O.Oo
IJ:L00? \02 2103\spcc sloo 3 U0. due
Section 00300 - 7
ITEM APPROX. UNIT
NO. QUANTITY ITEM: PRICE: EXTENDED
11-4 1350 CY Embankment from Excavation $ 3. c $ 4,927•SO
(Plan Quantity)
TYIZLE nutD b≥)too /dollars/CY
(Words)
11-5
5500 CY
Select Borrow Embankment (Plan Quantity)
S Its
sqs, 100.00
evearulJ AMD 40[00 /dollars/CY
(Words)
11-6
3500 CY
Topsoil Replacement (Plan Quantity)
$ t.27
$1, 1S.OD
TWO ANO t"s`t/0 /dollars/CY
(Words)
11-7
850 CY
Undercut and Embankment Backfill
S 19 •qS
S UO 557. D
(Field Measured)
ozge >✓t;A cusp 9SIcoO /dollars/CY
(Words)
it -8
4000 SY
Soil Stabilization Fabric
$(50
$o.000.0O
SOltOO
ONt AND /dollars/SY
(Words)
11-9
120 LF
Straw Bale Barrier
$ 4.54
$ S cp•DO
I
%o7n(Z AN) y5' [Co0 /dollars/LF
(Words)
11-10
700 LF
Filter Fabric Barrier
S4,00
$ Z-, BOo.00
rOvi9- /dollars/LF
(Words)
11-1 1
3600 TN
Crushed Aggregate Base Course
Sl1.S$
(Oi 14100. 00
OS)t00
%vlf?W 9U S AND /dollars/CN
(Words)
11-12
7800 SY
11 -inch Portland Cement Concrete
S2,3.%.4
S159121 -.00
Pavement
t%U. 11 flttet A0D IA1(oc"2 /dollars/SY
(Words)
11-13
2700 SY
6 -inch Portland Cement Concrete Pavement
S1. -O35
S i4,�45.0O
3Sjt
itnllsl�TS ANO 0o /dollars/SY
(Words)
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ITEM APPROX. UNIT
NO, QUANTITY ITEM: PRICE: EXTENDED
11-14 1 LS Joint Sealant S 3045D•0o S 30, 450.0 j
tn40rl trio>AwD FOAL nu oa !2 q--9 Gbt.Ln S /dollars/LS
(Words)
11-15 410 LF Trench Drain $ 151.00 $ 20 00
0I t K%ALM 4D 0it%rY Two /dollars/LF
(Words)
11-16 565 LF 18" Reinforced Concrete Pipe, Class III $40.Oo S 'Vi, (�po.00
Wall B
Coo ZT4 /dollars/LF
(Words)
11-17 3 EA Grate Inlet (3' x 4') S 41500.00 S / 0
Poact. flW' Awp JC. t4N.NPZ0P /dollars/EA
(Words)
11-18 500 LF Pipe Undcrdrain System $I S_____pO._
/dollars/LF
(Words)
11-19 2000 LF Taxiway Striping (Yellow) $ Q. g I $ Zb D 00
U'1O hNJ sl (taJ /dollars/LF
(Words)
11-20 4000 LF Black Outline Striping S0.50 S %,000.00
tWO AND 5V /d C /dollars/LF
(Words)
11-21 50 SY Solid Sodding S I0'.OO S•0O
iE IJ /dollars/SY
(Words)
11-22 3 AC Seeding, Fertilizing & Mulching $U�1.OO S S (i25.O0
011EMav'5A./D . F.ihnf LW'C 0 'kwV (C.Jt /dollars/AC
(Words)
11-23 I LS Trench and Excavation Safety System S/50. pp S 150. J0
O" t1V Np�,_Ypp FLf-C1) /dollars/LS
(Words)
11-24 250 LF 2 -way, 4" Electrical Duct (Split Conduit) s 14.00 s3,500.w
rr0u-t-CAE 0 /dollars/LF
(Words)
J:\2002\022 I03\specs\00300.doc Section 00300 - 9
TOTAL SCHEDULE 11 BID (ITEMS 11-1 THROUGH II -24) S 902, (096.00
TOTAL BASE BID (SCHEDULES I and 11) $ 2 \4'j0(,,2o
The Bidder shall attach to this Proposal a copy of his General Liabilities Insurance Coverages in
accordance with the requirements stated on page 10 of the Special Provisions.
11. FAA REQUIREIv1ENTS
By submitting a proposal under this solicitation, except for those items listed by the officer or below
or on a separate and clearly identified attachment to this proposal, the bidder certifies that steel and
each manufactured product, is produced in the United States (as defined in the clause Buy American
Steel and Manufactured Products or Buy American - Steel and Manufactured Products for
' Construction Contracts) and that components of unknown origin are considered to have been
produced or manufactured outside the United States.
' Bidders may obtain the lists of articles, materials, and supplies excepted from this provision in
Appendix of these Documents.
' (a) The Aviation Safety and Capacity Expansion Act of 1990 provides that preference be
given to steel and manufactured products produced in the United States when funds
are expended pursuant to a grant issued under the Airport Improvement Program.
' The following terms apply:
1. Steel and manufactured products. As used in this clause, steel and
' manufactured products include (I) steel produced in the United States
or (2) a manufactured products produced in the United States, if the
cost of its components mined, produced or manufactured in the
United States exceeds 60 percent of the cost of all its components and
final assembly has taken place in the United States. Components of
foreign origin of the same class or kind as the products referred to in
subparagraphs (b) (I) or (2) shall be treated as domestic.
2. Components. As used in this clause, components means those
articles, materials, and supplies incorporated directly into steel and
' manufactured products.
3. Cost of Components. This means the costs for production of the
components, exclusive of final assembly labor costs.
(b) The successful bidder will be required to assure that only domestic steel and
manufactured products will be used by the Contractor, subcontractor, materialmen,
and suppliers in the performance of this contract, except those -
(I) that the U.S. Department of Transportation has determined, under the
Aviation Safety and Capacity Expansion Act of 1990, are not
produced in the United States in sufficient and reasonable available
quantities and of a satisfactory quality.
(2) that the U.S. Department of Transportation has determined, under the
Aviation Safety and Capacity Expansion Act of 1990, that domestic
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preference would be inconsistent with the public interest; or
(3) that inclusion of domestic material will increase the cost of the
overall project contract by more than 25 percent.
The bidder shall complete the following statement by checking the appropriate space.
The bidder has vthas not _ participated in a previous contract subject to the equal opportunity
clause prescribed by Executive Order 10925, or Executive Order 1 I 1 14, or Executive Order 1 1246.
The bidder has _has not submitted all compliance reports in connection with any such
contract due under the applicable filing requirements; and that representations indicating submission
of required compliance reports signed by proposed subcontractors will be obtained prior to award of
subcontractors.
If the bidder has participated in a previous contract subject to the equal opportunity clause and has
not submitted compliance reports due under applicable filing requirements, the Bidder shall submit a
compliance report on Standard Form 100, "Employee Information Report EEO- 1 " prior to the award
of contract.
Standard Form 100 is normally furnished contractors annually, based on a mailing list currently
maintained by the Joint Reporting Committee. In the event a contractor has not received the form,
he may obtain it by writing to the following address:
Joint Reporting Committee
1800 G Street
Washington, DC 20506
The bidder certifies, by submission of this proposal or acceptance of this contract, that neither it nor
its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or
voluntary excluded from participation in this transaction by any Federal department or agency. It
further agrees that by submitting this proposal that it will include this clause without modification in
all lower tier transactions, solicitations, proposals, contracts, and subcontractors. Where the
bidder/offeror/contractor/or any lower tier participant is unable to certify to this statement, it shall
attach an explanation to this solicitation/proposal.
Certification Regarding Foreign Trade Restrictions
The contractor or subcontractor, by submission of an offer and/or execution of a contract, certifies
that is:
a. is not owned or controlled by one or more citizens or nationals of a foreign
country included in the list of countries that discriminate against U.S. firms
published by the Office of the United States Trade representative (USTR).
b. has not knowingly entered into any contract or subcontract for this project
with a contractor that is a citizen or national of a foreign country on said list,
or is owned or controlled directly or indirectly by one or more citizens or
nationals of a foreign country on said list.
c. has not procured any product nor subcontracted for the supply of any product
for use on the project that is produced in a foreign country on said list.
Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance
with 40 CFR 30.17, no contract shall be awarded to a contractor or subcontractor who is unable to
).\2002\o22to3\spccs\00300.doc Section 00300 - II
n
certify to the above. If the contractor knowingly procures or subcontracts for the supply of any
product or service of a foreign country on said list for use on the project, the Federal Aviation
Administration may direct, through the sponsor, cancellation of the contract at no cost to the
Government.
Further, the contractor agrees that, if awarded a contract resulting from this solicitation, it will
incorporate this provision for certification without modification in each contract and in all lower tier
subcontracts. The contractor may rely upon the certification of a prospective subcontractor unless it
has knowledge that the certification is erroneous.
' The contractor shall provide immediate written notice to the sponsor if the contractor learns that its
certification or that of a subcontractor was erroneous when submitted or has become erroneous by
reason of changed circumstances. The subcontractor agrees to provide immediate written notice to
the contractor, if at any time it learns that its certification was erroneous by reason of changed
circumstances.
This certification is a material representation of fact upon which reliance was placed when making
1
the award. If it is later determined that the contractor or subcontractor knowingly rendered an
erroneous certification, the Federal Aviation Administration may direct, through the sponsor,
cancellation of the contract or subcontract for default at no cost to the Government.
Nothing contained in the foregoing shall be construed to require establishment of a system of records
in order to render, in good faith, the certification required by this provision. The knowledge and
' information of a contractor is not required to exceed that which is normally possessed by a prudent
person in the ordinary course of'business dealings.
' This certification concerns a matter within the jurisdiction of an agency of the United States of
America and the making of a false, fictitious, or fraudulent certification may render the maker
subject to prosecution under Title 18, United States Code, Section 1001.
12. EXPERIENCE OF BIDDER
1 The Bidder states that he is an experienced Airport Contractor and has completed similar projects
within the last 5 years. (List similar projects, with types, names of clients, construction costs, and
references with telephone numbers. Use additional sheets if necessary.)
' a> r ioPl L ►RX - R•po $41E min it ?A W 7, 900,000 1999'
1 Th.AWEtSL3 trtfiao?Mt4Mr>#tA4way WIueNiroa offwtrtu4( asss-,t7o awJ
Goa. TIECO NCtltay Opwtcn (An o7 GZo,T7 a0o 000/
1 13. SURETY
1 If the Bidder is awarded a construction Contract on this Bid, the Surety who provides the
Performance and Payment Bond will be
1 ASHIOPI comf wt{ t TNC whose address is
3a.1 Scott S72fc4.3' LITTLE. 4.P1¼t 7a90t _Street
City State Zip Code
J:\2002\022103\spccs\00300doc Section 00300 - 12
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' 14. INSURANCE
The Bidder acknowledges that he is familiar with the insurance requirements on this Project and, if
awarded a construction contract, agrees to furnish the required insurance certificates within fifteen
(15) days of the date the award is made.
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15. BIDDER
The name of the Bidder submitting this Bid is
APAC-Arkansas, Inc.
McClinton -Anchor Div.
P.O. BOX 1367 doing business at
YETTEVILLE, AR 72702
Street City State Zip Code
which is the address to which all communications concerned with this Bid and with the Contract
shall be sent.
The names of the principal officers of the corporation submitting this Bid, or of the partnership, or of
all persons interested in this Bid as principals are as follows:
16. BASIS OF AWARD
The Contract hereunder will he awarded to the Bidder with the lowest Total Base Bid. In case
identical bids are received, the Owner will interview representatives of the competing firms which
submitted the bids and select the Bidder deemed best suitable to meet the needs of the Owner.
Dated at Fayetteville, Arkansas, thisg day of &&c4__ r , 2003.
APAC-Arkansas, Inc.
Respectfully submitted, McClinton -Anchor Div.
' (SEAL, IF CORPORATION)
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Name
13C7
Business Address fnv $wut, 0a 7a)oa
by
Title
The Bidder shall complete the following information for that portion of the work proposed to be
completed by subcontractors on the foliowing page.
J:\2002\022103\spccs\00300.doc Section 00300 - 13
SUB-
TYPE OF DBE
ARKANSAS
CONTRACTOR
ADDRESS WORK AMOUNT
YES/NO
LICENSE NO.
334) $. S -Aar, 5etas.x7
JLACnusra.icv a
3aoonart (ylo 661#19/ 61? 303
(iS
00356'4o4
Zz l4 CL,v [Ant D IgL6mlL
./1
P CIZIT
£L&rzzt
PAVe rt[wtLLt a22/
No
ob_s_l4d
204
.O•RionIi3V I
1 tM(f. Sr¢5PLAh
yAPJ SMttiu.A . -it5-1 4r2LPtPh
AlO
odi2c4o2
J:\?00?\0?? 103\specs\00300.doc Section 00300 - 14
-1 _ -
1 LIBERTY BID BOND
BOND SERVICES
1 Bond Number. N/A
1 KNOW ALLMEN BY THESE PRESENTS, that we APAC-Arkansas, Inc., McClinton -Anchor Division
as Principal, (the Principal'), and LIBERTY MUTUAL INSURANCE COMPANY, a mutual company duty organized under the
1 laws of the Commonwealth of Massachusetts as Surety, (the 'Surety'), are held and firmly bound unto
City of Fayetteville, AR
as Obligee, (the Obligee'), in the penal sum of Five percent of total amount bid
Dollars($ 5% of bid
1
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, finny by these presents.
1 WHEREAS, the Principal has submitted a bid for Taxiway "A" Extension & USDA Forest Service Air
Tanker Apron Area - Drake Field Municipal Airport
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal within the period specified therein, or, if no period be
specified, within sixty (60) days after opening, and the Principal shall enter into a contract with the Obligee in accordance with
1 the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents, or In the event
of the failure of the Principal to enter Into such contract and give such bond or bonds, h the Principal shall pay to the Obligee
the difference in money not to exceed the penal sum hereof between the amount specified In said bid and such larger amount
for which the Obligee may In good faith contract with another party to perform the work covered by said bid, then this obligation
1 shall be null and void; otherwise to remain in full force and effect In no event shall the liability hereunder exceed the penal sum
hereof.
DATED as of this 25th day of August 2003
I
1 WITNESSIATTEST:
1 c
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APAC-Arkansas, Inc., McClinton -
Anchor Division (Seal)
PMrdpal
By.
Name James A. Cole
Title: Vice President
LIBERTY MUTUAL INSURANCE COMPANY (Seal)
(Su
By.
Ben . ashionAttorney-In-Fact
Rev. INl5
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 11 89401
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except In the manner and to
' the extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON, MASSACHUSETTS
POWER OF ATTORNEY
'KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the Company'), a Massachusetts stock insurance
company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint
BENSON A. CASHION, KNIGHT CASHION, MATTHEW KNIGHT CASHION, JR., WILLIAM H. GRIFFIN, JUDY SCHOGGEN,
'SHEILLA J. SMITH, PAMELA K. HAYS, ALL OF THE CITY OF LITTLE ROCK, STATE OF ARKANSAS .............................
...............................................................................................................................................................................................
, each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its
behalf as surety and as its act and deed, any and
and all undertakings, bonds. reco9nizances and other surety obligations in the penal sum not exceeding
THIRTY MILLION AND 00/100•'•'••'••' •'• DOLLARS (S 30,000,000.00•"" 1 each, and the
'execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the
Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons.
That this power is made and executed pursuant to and by authority of the following By-law and Authorization:
ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the
chairman or the president may prescribe. shall appoint such attorneys -in -tact, as may be necessary to act in behalf of the Company to make,
execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, reoognizances and other surety obligations. Such
• attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be
as binding as if signed by the president and attested by the secretary.
By The following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys -in -fact:
Pursuant to Artide XIII, Section 5 of the By -Laws. Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby
mauthorized to appoint such attorneys -in -fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and
I3 deliver as surety any and all undertakings, bonds, recognizances and other surety obligations.
Of
m That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of
Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 12th day of March
2003
LIBERTY MUTUAL INSURANCE COMPANY
ByC2tjse i,✓_ Ilk_
'C') ' Garnet W. Elliott, Assistant Secretary
COMMONWEALTH OF PENNSYLVANIA ss
COUNTY OF MONTGOMERY
On this 12th day of March _003.before me, a Notary Public, personally came Garnet W. Elliott. to me known, and acknowledged
that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above
E m Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation.
W �B
IN TESTIMONY WH P P unto subscribed my name and affixed my notarial seat at Plymouth Meeting, Pennsylvania. on the day and year
O first above written. Q.. K,ON W ( /'%n'/ 71, ��
/{GQtiUi(.Ik/
` Terue Pe4e.1e. lbpry PWt
OF P: r
V My Cmm%eeM E+ "y r a 2k106 By
P Me,ebe,,oe.�.,e."a Myoca�nrl Notaries Ter sa Pastella. Notary Public
y vP G
CERTIFICATE
I. the undersigned. Assistan retary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing
is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the
said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys -in -fact as provided in Article
' XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
' VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a
certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company
with the same force and effect as though manually affixed.
' IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this 25th day of
August 2003
Davi M. Carey, Assip nt Secretary
NOTICE FROM SURETY REQUIRED BY
TERRORISM RISK INSURANCE ACT OF 2002
In accordance with the Terrorism Risk Insurance Act of 2002 (referred to
hereinafter as the "Act"), this disclosure notice is provided for surety bonds on
which one or more of the following companies is the issuing surety: Liberty
Mutual Insurance Company; Liberty Mutual Fire Insurance Company; LM
Insurance Corporation; The First Liberty Insurance Corporation; Liberty
Insurance Corporation; Employers Insurance Company of Wausau (formerly
I
"EMPLOYERS INSURANCE OF WAUSAU A Mutual Company"): Peerless
Insurance Company; and any other company that is a part of or added to the
Liberty Mutual Group for which surety business is underwritten by Liberty Bond
U
Services (referred to collectively hereinafter as the "Issuing Sureties).
NOTICE FORMS PART OF BOND
This notice forms part of surety bonds issued by any one or more of the Issuing
Sureties.
I DISCLOSURE OF PREMIUM
I The premium attributable to any bond coverage for "acts of terrorism" as defined
in Section 102(1) of the Act is Zero Dollars ($0.00).
I
DISCLOSURE OF FEDERAL PARTICIPATION
IN PAYMENT OF TERRORISM LOSSES
I
The United States will reimburse the Issuing Sureties for ninety percent (90%) of
any covered losses from terrorist acts certified under the Act exceeding the
applicable surety deductible.
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rLMIC-6539 2/03
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1 TO:
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PROJECT DESCRIPTION:
NOTICE OF AWARD
Taxiway "A" Extension and
USDA Forest Service Air Tanker Apron Area
The
OWNER has considered the BID
submitted by
you for the
above described WORK in
response to
its Advertisement for Bids dated
2003 and
Instructions to Bidders.
You are hereby notified that your BID has been accepted in the amount of: (S 0.00
You are required by the Instructions to Bidders to execute the Contract and furnish the
required CONTRACTOR'S Performance BOND, Payment BOND, and certificates of insurance
within fifteen (I5) calendar days from the date of this Notice to you.
If you fail to execute said Contract and to furnish said BONDS within fifteen (15) days from
the date of this Notice, said OWNER will be entitled to consider all your rights arising of your BID
BOND. The OWNER will be entitled to such other rights as may be granted by law.
You are required to return an acknowledged copy of this NOTICE OF AWARD to the
OWNER.
Dated this_ day of SSe tember, 2003
City of Fayetteville
Owner
Mi
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE OF AWARD is hereby acknowledged
by
this the day of September, 2003
IBy
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Title
Ibcroor,a_rno:+itirt:c:syx:uat.t"'c Section 00360 - 1
DOCUMENT 00500
I
CONTRACT
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THIS AGREEMENT, made and entered into on the/ hday of 2003, by and
between APAC-Arkansas, Inc. McClinton -Anchor Div. herein called the Contractor, and the City of
Fayetteville:
WITNESSETH:
That the Contractor, for the consideration hereinafter fully set out, hereby agrees with the City of
Fayetteville as follows:
I. That the Contractor shall furnish all the materials, and perform all of the work in manner and form
as provided by the lbllowing enumerated Specifications, and Documents, which are attached hereto and
made a part hereof, as if fully contained herein and are entitled
Taxiway "A" Extension and USDA Forest Service Air Tanker Apron Area.
Advertisement for Bids
Instructions to Bidders
Bid and acceptance thereof
Performance Bond
Payment Bond
General Conditions
Supplemental Conditions
Specifications
That the City of Fayetteville hereby agrees to pay to the Contractor for the faithful performance of
this Agreement, subject to additions and deductions as provided in the Specifications or Bid, in
lawful money of the United States, the amount Two Million One Hundred Forty Six Thousand
Nine Hundred Six and 20/100 Dollars ($2,146,906.20).
The Work will be completed and ready for final payment in accordance with the General
Conditions within 180 days after the date when the Contract Time commences to run, as
provided in the Notice to Proceed.
4. Liquidated Damages: City of Fayetteville and Contractor recognize that time is of the essence of
this Agreement and the City of Fayetteville will suffer financial loss if the Work is not completed
within the times specified in above, plus any extensions thereof allowed in accordance with the
General Conditions. They also recognize the delays, expense, and difficulties involved in proving
the actual loss suffered by City of Fayetteville ifthe Work is not completed on time. Accordingly,
instead of requiring any such proof, City of Fayetteville and Contractor agree that as liquidated
damages for delay (but not as a penalty) Contractor shall pay City of Fayetteville Four Hundred
Dollars ($400.00) for each day that expires after the time specified in Paragraph 3 for completion
and readiness for final payment.
' J:\2002\022103\SPFCS\00500.IOC
Section 00500 - I
5. That within 30 days of receipt of an approved payment request, the City of Fayetteville shall make
' partial payments to the Contractor on the basis of a duly certified and approved estimate of work
performed during the preceding calendar month by the Contractor, LESS the retainage provided
in the General Conditions, which is to be withheld by the City of Fayetteville until all work within
' a particular part has been performed strictly in accordance with this Agreement and until such
work has been accepted by the City of Fayetteville.
•' 6. That upon submission by the Contractor of evidence satisfactory to the City of Fayetteville that all
payrolls, material bills, and other costs incurred by the Contractor in connection with the
construction of the work have been paid in full, final payment on account of this Agreement shall
' be made within 60 days after the completion by the Contractor of all work covered by this
Agreement and the acceptance of such work by the City of Fayetteville.
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It is further mutually agreed between the parties hereto that if, at any time after the execution of
this Agreement and the Surety Bond hereto attached for its faithful performance and payment, the
City of Fayetteville shall deem the Surety or Sureties upon such bond to be unsatisfactory or if, for
any reason such bond ceases to be adequate to cover the performance of the work, the Contractor
shall, at his expense, within 5 days after the receipt of notice from the City of Fayetteville, furnish
an additional bond or bonds in such form and amount and with such Surety or Sureties as shall he
satisfactory to the City of Fayetteville. In such event, no further payment to the Contractor shall
he deemed to be due under this Agreement until such new or additional security for the faithful
performance of the work shall be furnished in manner and form satisfactory to the City of
Fayetteville.
No additional work or extras shall be done unless the same shall be duly authorized by appropriate
,action by the City of Fayetteville in writing.
SS�VHEREOF, the parties hereto have executed this Agreement on the day and date first
in three (3) counterparts, each of which shall, without proof or accounting for the other
Ast b�:deemed an original Contract.
•
P ti
LL
c1J
APAC-Arkansas. Inc. McClinton -Anchor Div.
WITNESSES-:
By L/ifma✓ A. l.ffL
Title
CITY OF FAYETTEVILLE
13y .r
Dan Co dy, Mayor EJ
• r.\zoozwzziol'iSPi:csoos00noc
Section 00500-2
.1
1 ICI
1 RESOLUTION NO. 1kt�03
A RESOLUTION AWARDING A CONSTRUCTION CONTRACT TO
1 APAC-ARKANSAS, INC., McCLINTON-ANCHOR DIVISION IN THE
AMOUNT OF TWO MILLION ONE HUNDRED FORTY-SIX
THOUSAND NINE HUNDRED SIX DOLLARS AND TWENTY
CENTS ($2,146,906.20) TO CONSTRUCT THE TAXIWAY "A"
EXTENSION AND USDA FOREST SERVICE RAMP; APPROVING A
TEN PERCENT (10%) PROJECT CONTINGENCY OF TWO
HUNDRED THIRTY-FOUR THOUSAND EIGHT HUNDRED FOUR
1 DOLLARS ($234,804.00); AND APPROVING A BUDGET
ADJUSTMENT OF ONE MILLION ONE HUNDRED TWENTY-
EIGHT THOUSAND SEVEN HUNDRED FORTY-SEVEN DOLLARS
($1,128.747.00) FOR SAME.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. That the City Council of the City of Fayetteville, Arkansas hereby
1 awards a construction contract to APAC-Arkansas, Inc., McClinton -Anchor Division in
the amount of Two Million One Hundred Forty -Six Thousand Nine Hundred Six Dollars
and Twenty Cents ($2,146,906.20) to construct the Taxiway "A" Extension and USDA
1 Forest Service ramp. A copy of the contract, marked Exhibit "A" is attached hereto, and
made a part hereof.
1 Section 2. That the City Council of the City of Fayetteville, Arkansas hereby
approves a Ten Percent (10%) project contingency of Two Hundred Thirty -Four
Thousand Eight Hundred Four Dollars ($234,804.00).
1 Section 3. That the City Council of the City of Fayetteville, Arkansas hereby
approves a budget adjustment of One Million One Hundred Twenty -Eight Thousand
Seven Hundred Forty -Seven Dollars ($1,128.747.00) for same.
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PASSED and APPROVED this 16th day of September, 2003.
"F,.nr tt'
-:. ATTEST:
_ By:
SON SMITH, City Clerk
APPRnVFnF
By:
NOTICE TO PROCEED
To:
Date
Project:
Taxiway "A" Extension and USDA Forest Service Air Tanker Apron Area
You are hereby notified to commence WORK in accordance with the Contract dated , 2003
, on or before ._2003, and you are to complete the WORK within 150 Calendar days from this date,
less any Stop Work Days allowed by the Owner.
City of Fayetteville
By:
Title:
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE
TO PROCEED is hereby acknowledged
By
this the _ day of , 2003.
Title
J'2002'022 [03tSPHCS'ao55o.nOC Section 00550 - I
1
Document 00600-1
Construction Performance Bond
Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable
CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business):
APAC-Arkansas, Inc. McClinton -Anchor Div. Liberty Mutual Insurance Company
240 N. Block St, 137 Berkeley Street
. P.OBox1367 Boston, MA 02117
Fayetteville, AR 72702
St. Pail Fire and Marine Tram -are CaTany
385 Washington Street
OWNER (Name and Address): St. Paul, MN 55102
City of Fayetteville
113W.
Mountain St. TYavelers Castn1ty and St.¢ety Carpany of Aierica
Fayetteville, Arkansas 72701 One Tower Square
Hartford, Cr 06183-6014
C
C
CONSTRUCTION CONTRACT
Date: September 16 2003
Amount: $ 2,146,906.20
Description (Name and Location):
I BOND
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Taxiway "A" Extension & USDA Forest Service Air Tanker Apron Area,Drake Field, Fayetteville Municipal
Airport
Date (Not earlier than Construction Contract Date):
Amount: ion tto this (le F Forty -Six ThaEard Nire H rdrsi Six & 20/100 ($2,146,906.20)
Modifications to this Bond Form: Tel'rvrisn Rirkzrs
CONTRACTOR AS PRINCIPAL
Company APAC-, lit,, (Corp. Seal)
rt11IntarArrtnr Division
Signature: ) R• (&
Name and Itie: Ja;e A. Cole, Vice Preside t
• r it:,
SURETY
Company Lith-ty .Vb_1al
lnsu `e Co pany
Signatur
Name and Title: J &±r a
(Corp Seal)
Attoniey-irllk�tt
SURETY
Company St. Paul Fire and (Corp Seal)
tine Irmnce Carpany
Sign a
Name and Title: AttotTtey i�
EJCDC No. 1910-28A(1984 Edition)
Prepared through the joint efforts of the Surety Association of America. Engineers Joint Contract Documents Committee. The Associated
General Contractors of America, American Institute of Architects. Ameriran Snhrnnl•--""- A ---ration, and the Associated Specialty
Contractors I4IIYII�WI^III�UIIInlallllll7utyBRRlp nnlI
Doc ID: 006547340014 Tvoe: LIE
Rec$8.00 orded:
/26/2I of
003 at 08:30:35 AM
Fee rde
1A2002\022103\SPECS'OO600.I.rx)C Washlnoton County. AR
Bette Stamps Circuit clerk 00600-I-1
Fil.B026-00000379
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I. The Contractor and the Surety, jointly and severally, bind themselves,
their heirs, executors, administrators. successors and assigns to the Owner for
the performance of the Cunstnrct ran Contract, which is incorporated herein by
reference.
2. If the Contractor performs the Constriction Contract, the Surety and the
Contractor shall have no obligation under this Bond, except to participate in
conferences as provided in Subparagraph 3 I
3. If there is no Owner Default. the Surety's obligation under this Bond
shall arise after:
3.1 TheOwner has notified the Contractor and the Suretyat its address
described in Paragraph 10 below, that the Owner is considering
declaring a Contractor Default and has requested and attempted to
arrange a conference with the Contractor and the Surety to he held
not later than fifteen days alter receipt of such notice to discuss
methods of perfonning the Construction Contract. If the Owner.
the Contractor and die Surety agree. the Contractor shall he
allowed a reasonable time to perform the Construction Contract,
but such ago cement shall not waive the Owner's right if any,
subsequently to declare a Contractor Default, and
32 The Owner has declared a Contractor Default and formally
terminated the Contractor's right to complete the contract. Such
Contractor Default %hill not be declared earlier than twenty
days after the Contractor and the Surety have received notice
as provided in Suhpamgrph 3.1: and
3.3 the Owner has agreed to pay the Balance of the Contract Pnce to
the Surety in accordance with the terns of the Conswetion
Contract or to a contractor selected to perform the Construction
Contract in accordance with the terms of the contract with the
Owner.
4, When the Owner has satisfied the conditions of Paragraph 3. the Surety
shall promptly and at the Surety's expense take one of the following actions:
4.1 Arrange for the Contractor, with the consent of the Owner, to
perform and complete the Construction Contract; or
1.2 Undertake to perform and complete the Construction Contract
itself, through its agents or through independent contractors; or
4.3 Obtain bids or negotiated proposals from qualified contractors
acceptable to the Owner for a contract for performance and
completion of the Construction Contract, arrange for a contract to
be prepared for execution by the Owner and the contracts selected
with the Owner's concurence, to be secured with performance and
payment bonds executed by a qualified surety equivalent to the
bonds issued on the Construction Contract, and pay In the Owner
the amount of damages as described in Paragraph 6 in excess of
the Balance of the Contract Price incurred by the Owner resulting
from the Contractor's default: or
4.4 Waive its right to perform and complete, arrange l' or completions
obtain a new contractor and with reasonable promptness under the
circumstances:
I. After investigation. determine the amount for which it may be
liable to the Owner and a% soon a practicable after the amount is
determined, tender payment to the Owner; or
2. Deny liability in whole or in part and notify the Owner citing
reasons therefore.
5. If the Surety does not proceed as provided in Paragraph 4 with reasonable
promptness, the Surety shall be deemed to be in default on this Bond Fifteen
days :titer receipt of an additional written notice from the Owner to the Surety
demanding that the Surety perform its obligations under this Dond, and the
Owner shall be enticed to enforce any remedy available to the Owner. If the
Surety proeads as provided in Subparagraph 4.4 and the Owner refuses the
payment tendered or the Surety has denied liability, in whole or in pan.
without further notice the Owner shall be entitled to enforce any
remedy available to the Owner.
6. After the Owner has terminated the Contractor's right to complete the
Construction Contract and if the Surety elects to act under Subparagraph 4.1,
4.2 or 4.3 above, then the responsibilities of the Surety to the Owner shall nut
he greater than those of the Contractor under the Construction Contract and
the responsibilities ol'thc Owner to the Surety shall not be greater than those of
the Owner under the Construction Contract to the limit ol'thc amount of'this
Bond, but subject to commitment by the Owner rat the Balance of the Contract
J:\20024122103\SPIiC S`00600- I DO(:
Price to mitigation of coats and damages on the Construction Contract: the
Surety is obligated without duplication for:
6.1 'Iliac responsibilities of the Contractor for correction of defective
work and completion of the Construction Contract
6.2 Additional legal. desigpn prolessional and delay costs resulting from
the Contractors Default, and resulting from the actions or failure
to act of the Surety under Paragraph 4. and
6.3 Liquidated damages, or if no liquidated darmhges are specified in
the Construction Contract, actual damages caused by delayed
performance or nonperformance of the Contractor.
7. The Surety shall not be liable to the Owner or others for obligations of
the Contractor that arc unrelated to the Construction Contract, and the Balance
of the Contract Price shall not he reduced or set off on account of any such
unrelated obligations. No right of action shall accrue to this Bond to any
person or entity other than the Owner or its heirs. executors. administrators. or
successors.
S 'flrc Surety hereby waives notice of any change. including changes of
time. to the Construction Contract or to related subcontracts. purchase orders
and other obligations.
9. Any proceeding, legal or equitable, under this Bond may be instituted in
any court of conipctent jurisdiction in the location in which the Work or part of
the Work is located and shall be instituted within two )cars alter Contractor
Default or within two years alter the Contractor ceased working or within two
years after the Surety refuses or tails to perform its obligations under this
Bond. whichever occurs first. If the provisions of the Paragraph are void or
prohibited by law, the minimum period of limitation available to sureties as a
defense in the jurisdiction of the suit shall be applicable.
10 Notice to the Surety, the Owner or the Contractor shall be mailed or
delivered to the address shown on the signature page.
II. When this Bond has been furnished to comply with a statutory or other
legal requirement in the location where the construction was to be performed.
any provision in this Bond conflicting with said statutory or legal requirements
shall be deemed deleted herefrom and provisions eonlinming to such statutory
or other legal requirement shall be deemed incorporated herein. The intent is,
that this Bond shall be construed as a statutory bond and not as a common law
bond.
12. DEFINITIONS
12.1 Balance of the Contract Price: The total amount payable by the
Owner to the Contractor under the Construction Contract after all
proper adjustments have been made, including allowance to the
Contractor of any amounts received or to be received by the Owner
in settlement of insurance or other clairms for damages to which the
Contractor is entitled, reduced by all valid and proper payments
made to or on behalf of the Contractor under the Construction
Contract.
12.2 Construction Contract: The agreement between the Owner and the
Contractor identified on the signature page. including all the
Contract Documents and changes thereto.
12.3 Contractor Default. Failure of the Contractor. which has neither
been remedied nor waived, to perform or otherwise to comply with
the tenor of the Construction Contract.
12A Owner Default: Failure of the Owner, which has neither been
remedied nor waived, to pay the Contractor as required by the
Construction Contract or to perform and complete or comply with
the other tern's thereof
00600-1-2
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NOTICE FROM SURETY REQUIRED BY
TERRORISM RISK INSURANCE ACT OF 2002
in accordance with the Terrorism Risk Insurance Act of 2002 (referred to
hereinafter as the "Act"), this disclosure notice is provided for surety bonds on
which one or more of the following companies is the issuing surety: Liberty
Mutual Insurance Company; Liberty Mutual Fire Insurance Company; LM
Insurance Corporation: The First Liberty Insurance Corporation; Liberty
Insurance Corporation; Employers Insurance Company of Wausau (formerly
"EMPLOYERS INSURANCE OF WAUSAU A Mutual Company"): Peerless
Insurance Company; and any other company that is a part of or added to the
Liberty Mutual Group for which surety business is underwritten by Liberty Bond
Services (referred to collectively hereinafter as the "Issuing Sureties")
NOTICE FORMS PART OF BOND
This notice forms part of surety bonds issued by any one or more of the Issuing
Sureties.
DISCLOSURE OF PREMIUM
The premium attributable to any bond coverage for "acts of terrorism as defined
in Section 102(1) of the Act is Zero Dollars (S0.00).
DISCLOSURE OF FEDERAL PARTICIPATION
IN PAYMENT OF TERRORISM LOSSES
The United States will reimburse the Issuing Sureties for ninety percent (90%) of
any covered losses from terrorist acts certified under the Act exceeding the
applicable surety deductible.
LN1IC-6539
2/03
StFAul Surety SL Paul Fire and Marine Insurance Company United Stales Fidelity and Goaranty Company
St. Paul Guardian Insurance Company Fidelity and Guaranty Inurance Company
St. Paul Mercury lnmrance Cnmpany Fldellty and Guaranty Insurance U'ndrrwrlten, Inc.
Saahnard .Surety Company St. Paul Medical Liability Insurance Company
1
' Band No, 14-025-930
RIDER CONTAINING
' DISCLOSURE NOTICE OF TERRORISM COVERAGE
This disclosure notice is required by the Terrorism Risk Insurance Act of 2002 (the
"Act"). No action is required on your part. This Disclosure Notice is incorporated in
and a part of the attached bond, and is effective the date of the bond.
' You should know that, effective November 26, 2002, any losses covered by the
' attached bond that are caused by certified acts of terrorism would be partially
reimbursed by the United States under a formula established by the Act. Under this
' formula, the United States reimburses 90% of covered terrorism losses exceeding
the statutorily established deductible paid by the insurance company providing the
tcoverage.
Under the Act, there is a cap on our liability to pay for covered terrorism losses if the
aggregate amount of insured losses under the Act exceeds S100,000,000,000 during
the applicable period for all insureds and all insurers combined. In that case, we will
not be liable for the payment of any amount which exceeds that aggregate amount of
$100,000,000,000.
The portion of your premium that is attributable to coverage for acts of terrorism is
'
' IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO
CHANGE ON ANY BONDS THAT PREMIUM IS CHARGED ANNUALLY.
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Travelers
IMPORTANT DISCLOSURE NOTICE OF TERRORISM
INSURANCE COVERAGE
On November 26, 2002, President Bush signed into law the
Terrorism Risk Insurance Act of 2002 (the "Act"). The Act
establishes a short-term program under which the Federal
Government will share in the payment of covered losses caused
by certain acts of international terrorism. We are providing you with
this notice to inform you of the key features of the Act, and to let
you know what effect, if any, the Act will have on your premium.
Under the Act, insurers are required to provide coverage for
certain losses caused by international acts of terrorism as defined
in the Act. The Act further provides that the Federal Government
will pay a share of such losses. Specifically, the Federal
Government will pay 90% of the amount of covered losses caused
by certain acts of terrorism which is in excess of Travelers'
statutorily established deductible for that year. The Act also caps
the amount of terrorism -related losses for which the Federal
Government or an insurer can be responsible at
S100,000,000,000.00, provided that the insurer has met its
deductible.
Please note that passage of the Act does not result in any change
in coverage under the attached policy or bond (or the policy or
bond being quoted). Please also note that no separate additional
premium charge has been made for the terrorism coverage
required by the Act. The premium charge that is allocable to such
coverage is inseparable from and imbedded in your overall
premium, and is no more than one percent of your premium.
I
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 131 t233
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except In the manner and to
the extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON, MASSACHUSETTS
POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the 'Company'), a Massachusetts stock insurance
company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint
BENSON A. CASHION, KNIGHT CASHION, MATTHEW KNIGHT CASHION, JR., WIWAM H. GRIFFIN, JUDY SCHOGGEN,
SHEILLA J. SMITH, PAMELA K. HAYS, ALL OF THE CITY OF LITTLE ROCK, STATE OF ARKANSAS ..............................
1 ...........d- ivi...........................................;m.-a-..............................................................................................................................
each individuallyif there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its
behalf as surety and as its act and deed, any and all undertakings, bonds. recognizances and other surety obligations in the penal sum not exceeding
THIRTY MILLION AND 00/100""""" """"' DOLLARS IS 30,000,000.00""' ) each, and the
execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the
Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons.
That this power is made and executed pursuant to and by authority of the following By-law and Authorization:
ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the
chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make,
execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such
attorneys -in -tact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be
rn as binding as if signed by the president and attested by the secretary.
V.
By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys -in -fad:
m
C Pursuant to Article XIII, Section 5 of the By -Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby
«:. authorized to appoint such attorneys -in -fact as may be necessary to act in behalf of the Company to make, execute, seal. acknowledge and
v deliver as surety any and all undertakings, bonds, recognizances and other surety obligations.
a
That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of
Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 13th day of June
2003
Ch LIBERTY MUTUAL INSURANCE COMPANY
(bBy���. _
S' Garnet W. Elliott. Assistant Secretary
COMMONWEALTH OF PENNSYLVANIA U
COUNTY OF MONTGOMERY
On this 13th day
of June 2003 . before me. a Notary Public, personally came Garnet W. Elliott, to me known, and acknowledged
that he is an Assistant Secretary of Liberty Mutual Insurance Company, that he knows the seal of said corporation; and that he executed the above
E • Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation.
• IN TESTIMONY WH SfF ? unto subscribed my name and affixed my notarial seal at Plymouth Meeting. Pennsylvania, on the day and year
a first above written. Q. 014W
> ` � 40t� Z y YaNa Sae:
OF D TraeaT ••late. lhhry P�.tc // �
a Me e..w F�o�mzoos By "'t �'r"^^"
f' Merrtrr, ca,rryNeN•Heoc xem of No:nrcx Ter sa Pastella, Notary Public
y �P 6
CERTIFICATE -� -.dk\
'I. the undersigned. Assistant ecretary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing
is a full. true and correct copy, is in full force and effect on the date of this certificate: and I do further certify that the officer or official who executed the
said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys -in -tact as provided in Article
'XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a
certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company
with the same force and effect as though manually affixed.
' IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this 16th day of
September 2003 ///'A.
ti ! By
\.. David M. Carey, Assigt nt Secretary
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POWER OF ATTORNEY
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Power of Attorney No.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
St. Paul Guardian Inwrance Company
St. Paul Mercury Insurance Company
23033
United Stales Fidelity and Guaranty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Certificate No, 1802824
KNOW ALI. MEN BY THESE PRESENTS: that Seaboard Surety Company is a corporation duly organized under the laws of the State of New York. and That
St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under
the laws of the State of Minnesota. and that United Stales Fidelity and Guaranty Company is a corporation duly organized under the laws of the Slate of Maryland and
that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa. and that Fidelity and Guaranty Insurance
Underwriters. Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein rollertively called the "Companies"). and that the Companies do
hereby make, constitute and appoint
Knight Cashion, Benson A. Cashion, Matthew Knight Cashion, Jr. W illiam H. Griffin, Judy Schoggen,
Cynthia L. Wadley and Pamela K. Hays
of the City of _____ Little Rock , State Arkansas . their we and lawful Attorney(s)-in-Fact,
each In their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds. undertakings.
contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons. guaranteeing the
performance of contracts and executing or guaranteeing bonds and undertakings lrerequired or Pertained in any actions or proceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this Instrument to be ssignnfed'and scaled this-,i Sri day of January 2003
�1v�yv 41 � 'NrY
Seaboard Surety Company ^ c United States Fidelity and Guaranty Company
St. Paul Fire and Marine Insuraott;Company Fidelity and Guaranty Insurance Company
SI. Paul Guardian Insunnee`iComp
any��s r�. fidelity and Guaranty Insurance Underwriter, Inc.
St. Paul Mercury Insurance Companys �sC;
nO 1V
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1PETER W. CARMAN. Vice Preident
'y\5[1L.1 O�
State of Maryland
City of Baltimore THOMAS E HUIBREGTSE, Assistant Secretary
On this 3d_ _ day of January - 2003 before am, the undersigned officer, personally appeared Peter W. Carman and
Thomas E. Huihregtse. who acknowledged themselves lo be the Vice President and Assistant Secretary. respectively. of Seaboard Surety Company. Sr Paul Fire and
Marine Insurance Company. St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company. United States Fidelity and Guaranty Company. Fidelity and
Guaranty Insurance Company. and Fidelity and Guaranty Insurance Underwriters. Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of
said Companies: and that they, as such, being authorized so to do. executed the foregoing instrument for the purposes therein contained by signing the names of the
corporations by themselves as duly authonzed officers.
'vim' � ' Ut4-HR At•U
W0 0
In Witness Whereof, I hereunto set my hand and official seal
Y
My Commission expires the 1st day of July, ?QIG.
P ap .ja REBECCA EASI-IiX(1NOKALA. N'aary Public
Al C'lx
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86203 Rev. 7-2002 Printed in U.S.A.
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This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul
Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company,
Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters. Inc. on September 2. 1998, which resolutions are now in full force and
effect, reading as follows:
RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating
to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s)-in-Fact pursuant to a Power of Attorney issued in
accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the
Company, either by the Chairman, or the President, or any Vice President. or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary.
under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and
the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s)-in-Fact for purposes
only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any
such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so
executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to
which it is validly attached; and
RESOLVED FURTHER, that Attorney(s)-in-Fact shall have the power and authority, and in any case, subject to the terms and limitations of the Power of
Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other
writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s)-in-Fact shall be as binding upon the Company as if signed by an
Executive Officer and sealed and attested to by the Secretary of the Company.
I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company. SL Paul Guardian Insurance Company,
St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance
Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force
and effect and has not been revoked.
IN TESTIMONY WHEREOF, I hereunto set my hand this 16th day of September 2003
ArC)Y P� • k eQ:,l 14t`♦ ♦� �nrue,♦ Y
�r ut.SEgL lo' a3iAL i n nas ,p
To verify the authenticity of this Power of Attorney, call 1-800-421-3880and ask+for"the Power
the above -named individuals and the details of the bond to which the power is attachedr,
Thomas E. Huibregtse. Assistant Secretary
clerk. Please refer to the Power of Attorney number,
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' TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY
FARMINCTON CASUALTY COMPANY
Hanford, Connecticut 06183-9062
POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEYS) -IN -FACT
KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
'corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hanford.
County of Hartford, State of Connecticut, (hereinafter the -Companies--) path made, constituted and appointed, and do by these
presents make, constitute and appoint: Knight Cashion, Benson A. Cashion, Matthew K. Cashion, Jr., Judy Schoggcn, William
'H. Griffin, Cynthia L. Wadley, Sheilla J. Smith, Pamela Kay Hays, of Little Rock, Arkansas, their true and lawful Attorney(s)-
in -Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the
following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other
writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to
bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the
Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed.
'This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions arc
now in full force and effect:
VOTED. That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any
'Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or anv Assistant Secretary may appoint Attorneys -in -Fact
and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe
to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in
the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such
' appointee and revoke the power given him or her.
VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President
may delegate all or anv part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is
' in writing and a copy thereof is filed in the office of the Secretary
VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional
undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any
• Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any
Assistant Secretary and duly attested and scaled with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if
required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or
by one or more Company officers pursuant to a written delegation of authority.
' This Power of Attorney and Certificate of Authority is signed and scaled by facsimile (mechanical or printed) under and by
authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY
'COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY
COMPANY, which Resolution is now in full force and effect:
VO-IL'D. That the signature of each of the following officers. President, any Executive Vice President, any Senior Vice President, any Vice
President, any Assistant Vice President, any Secretary, any Assistant Secretan', and the seal of the Company may be affixed by facsimile to anv
• power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for
purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney
or certificate bearing such facsimile signature or facsimile scat shall be valid and binding upon the Company and any such power so executed and
'
certified by such facsimile signature and facsimile sea! shall be valid and binding upon the Company in the future with :espcct to any bond or
undertaking to which it is attached.
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Document 00600-2
Construction Payment Bond
Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where aoolicable.
CONTRACTOR (Name and Address):
APAC-Arkansas, Inc. McClinton -Anchor Div
240 N. Block St.
P.O. Box 1367
Fayetteville, AR 72702
OWNER (Name and Address):
City of Fayetteville
113W. Mountain St.
Fayetteville, Arkansas 72701
CONSTRUCTION CONTRACT
Date: September16, 2003
Amount: $ 2,146,906.20
Description (Name and Location):
I BOND
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SURETY (Name and Principal Place of Business):
Liberty NLtual Irmuarre Curdy
175 Berkeley Street
&star, N4 02117
.i •• M 11. .�
Taxiway 'A• Extension & USDA Forest Service Air Tanker Apron Area,Drake Field, Fayetteville Municipal
Airport
Date (Not earlier than Construction Contract Date):
Amount'Ito Nfillim (be Hrdrsi Forty -Six Trisari Nire Hirhed Six & 20/100 ($2,146,906.20)
Modifications to this Bond Form: Ten-orjsn Riders
CONTRACTOR AS PRINCIPAL
Company NC-Arkasas, lit., (Corp. Seal)
M:C]lintat-Arrhm Division
Signature: eOjO u% 4. 1&
Name and Title: ,tares A. Cole, Vice President
• • - .s s . • • • -
- �• •:. of e
• - • • ;•
• S. •er • (Corp
a I . • 'Si
• ' a LandTitle7 I. • ••at • • 11.
SURETY
Company St. Fail �,F,�i�re an^dr (Corp Seal)
nJ.l � � ` mean
Signal C� 1
Name and Title: m, RAtirn>ey-in-F
EJCDC No. 1910-28B (1984 Edition)
Prepared through the joint efforts of the Surety Association of America. Engineers Joint Contract Documents Committee. The Associated
General Contractors of Amenca, American Institute of Architects. American Subcontractors Association, and the Associated Specialty
Contractors
):eoo2w22lonsrr:Csloo600-2.DOC 00600-2-1
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I. 'Ihe Contractor and the Surety, jointly and severally, hind themselves.
their heirs. executors, administrators. successors and assigns to the Owner to
pay liar labor. materials and equipment furnished for use in thepa fmmvec of
the Construction Contract, which is incorporated herein by reference.
2. With respect to the Owner, this obligation shall be null and void if the
Contractor:
2.1 Promptly makes payment. directly or indirectly, for all sums due
Claimants, and
2.2 Defends. indemnifies and holds harmless the Owner from all
claims, demands, liens or suits by any person or entity who
fumished labor. materials or equipment for use in the performance
of the Construction Contract. provided the Owner has promptly
notified the Contractor and the Surety (at the addrr_cs described in
paragraph 12) of any claims. demands, liens or suits and tendered
defense of such claims, demands, liens or suits to the Contractor
and the Surety, and provided there is no Owner Default.
3. With respect to Claimants, this obligation shall be null and void if the
Contractor promptly makes payment. directly or indirectly, for all sums due.
The Surety shall have no obligation to (:kaimants under this Bond until:
4,1 Claimants who are employed by or have a direct contract with
Contractor have given notice to the Surety (at the address
described in paragraph 12) and sent a copy, or notice thereof to the
Owner, stating that a claim is being made under this Bond and,
with substantial accuracy, the amount of the claim.
4.2 Claimants who do not have a direct contract with the Contractor:
I. I lave furnished wnnen notice to the Contractor and sent a copy,
or notice thereof, to the Owner, within 90 days after having Last
performed labor or last furnished materials m equipment included
in the claim stating, with substantial accuracy, the amount of the
claim and the name of the party to whom the materials were
furnished or supplied or for whom the labor was done or
performed, and
2. Have either received a rejection in whole or in part from the
Contractor. or not received within 30 days of furnishing the above
notice any communication from the Contractor by which the
Contractor has indicated the claim will be paid directly or
indirectly.; and
3. Not having been paid within the above 30 days. have sent a
written notice to the Surety (at the address deschbed in paragraph
12) and sent a copy, or notice thereof, to the Owner, stating that a
claim is being made under this Bond and enclosing a copy of the
previous written notice furnished to the Contractor.
5. If a notice required by paragraph 4 is given by the Owner to the
Contractor or to the Surety, that is sufficient compliance.
6. When the Claimant has satisfied the conditions of paragraph 4. the
Surety shall promptly and at the Surety's expense take the following actions:
6 I Send an answer to the Claimant, with a copy to the Owner, within
15 days atier receipt of the claim. stating the amounts that are
undisputed and the basis for challenging any amounts that are
disputed.
6.2 Pay or arrange for payment of any undisputed amounts.
7. The Surety's total obligation shall not exceed the amount of this Bond.
and the amount of this Bond shall be credited for any payments made in good
faith by the Surety.
g. Amounts owed by the Owner to the Contractor under the Construction
Contract shall be used for the performance of the Construction contract and to
satisfy claims, if any, under any Construction Performance Bond. By the
Contractor furnishing and the Owner accepting this Bond, they agree that
funds earned by the Contractor in the performance of the Construction
Contract are dedicated to satisfy obligations of the Contractor and the Surety
under this Bond. subject to the Owner's priority to use the funds for the
completion of the Work.
9. The Surety shall not be liable to the Owner. Claimants or others for
obligations of the Contractor that are unrelated to the Construction Contract.
The Owner shall not be liable for payment o1' any costs or expenses of any
Claimant under this Bond.
10 the Surety hereby waives notice of any change, including changes of
time, to the Construction Contract or to relined subcontracts. purchase orders
and other obligations.
II. No suit or action shall be commenced by a Claimant under this Bond
other than in a court of competent jurisdicton in the location in which the
Work or pan of the Work is located oraller the expiration of one year from the
date ( I) on which the Claimant gave the notice required by Subparagraph 4.)
or Clause 4.2.3, or (2) on which the last labor or service was performed by
anyone or the last materials or equipment were furnished by anyone under the
Construction Contract, whichever of (I) or (2) occurs first. lithe provisions
of this paragraph arc void or prohibited by law, the minimum period of
limitation available to sureties as a defense in the jurisdiction of the suit shall
be applicable.
12. Notice to the Surety, the Owner or the Contractor shall be mailed or
delivered to the address shown on the signature page Actual receipt of notice
by the Surety, the Owner, or the Contractor, however accomplished, shall be
sufficient compliance as of the date received at the address shown on the
signature page.
13. When this Bored has been tumtshed to comply with a statutory or nther
legal requirement in the location where the construction was to he performed.
any provision in this Bond conflicting with said statutoryor legal requirements
shall he deemed deleted herefrom and previsions conforming to such statutory
or other legal requirement shall be deemed incorporated herein. The intent is,
that this Bond shall be construed as a statutory bond and not as a common law
bond.
14. Upon request by any person or entity appearing to be a potential
beneficiary of this Mond, the Contractor shall promptly furnish a copy of this
Bond or shall permit a copy to be made.
15 DEFINfrlONS
15 I Claimant: An individual or entity having a direct contract with the
Contractor or with a subcontractor of the Contractor to furnish
labor, materials, or equipment for use in the performance of the
Contract. The intent of this Bond shall be to include without
limitation in the terms, labor, materials or equipment, that pan of
water, gas, power. light, heat, oil, gasoline, telephone service or
rental equipment used in the Construction Contract, architectural
and engineering services required for performance of the work of
the Contractor and Contractor's sub contractors, and all other items
for which a mechanic's lien may be asserted in the jurisdiction
where the labor, materials or equipment were furnished.
15.2 Construction Contract: The agreement between the Owner and the
Contractor identified on the signature page, including all the
Contract Documents and changes thereto.
15.3 Owner Default: Failure of the Owner, which has neither been
remedied nor waived, to pay the Contractor as required by the
Construction Contract or to perform and complete or comply with
the other terms thereof
J:\2_002(W 2103\SPLCS'00600--2.DOC 00600-2-2
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NOTICE FROM SURETY REQUIRED BY
TERRORISM RISK INSURANCE ACT OF 2002
In accordance with the Terrorism Risk Insurance Act of 2002 (referred to
hereinafter as the "Act"), this disclosure notice is provided for surety bonds on
which one or more of the foilowing companies is the issuing surety: Liberty
mutual Insurance Company; Liberty Mutual Fire Insurance Company; LM
Insurance Corporation; The First Liberty Insurance Corporation; Liberty
Insurance Corporation: Employers Insurance Company of Wausau (formerly
EMPLOYERS INSURANCE OF WAUSAU A Mutual Company"): Peerless
Insurance Company: and any other company that is a part of or added to the
Liberty Mutual Group for which surety business is underwritten by Liberty Bond
Services (referred to collectively hereinafter as the "Issuing Sureties").
NOTICE FORMS PART OF BOND
This notice forms part of surety bonds issued by any one or more of the Issuing
Sureties.
DISCLOSURE OF PREMIUM
The premium attributable to any bond coverage for "acts of terrorism" as defined
in Section 102(1) of the Act is Zero Dollars (50.00).
DISCLOSURE OF FEDERAL PARTICIPATION
IN PAYMENT OF TERRORISM LOSSES
The United States will reimburse the Issuing Sureties for ninety percent (90%) of
any covered losses from terrorist acts certified under the Act exceeding the
applicable surety deductible.
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LMIC-6539
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2/03
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St. Paul Fire and Marlon In.araoco Company United Stain Fidelity and Gaaranty Company
StF9ul Surety St. rant Guardian Imunnce Company Fidelity and Guaranty Inauratee Cnn,p.ny
St. Paul Mercury Insorann Company Fidelity and Go. rang Inu,nnre L'ndcrwrltert, Inc.
Seaboard Surety Company SI. Peal Mnikd Liability Insurance Company
Bond No. 14-025-930
RIDER CONTAINING
DISCLOSURE NOTICE OF TERRORISM COVERAGE
This disclosure notice is required by the Terrorism Risk Insurance Act of 2002 (the
'Act"). No action is required on your part. This Disclosure Notice is incorporated in
and a part of the attached bond, and is effective the date of the bond.
1
You should know that, effective November 26, 2002, any losses covered by the
' attached bond that are caused by certified acts of terrorism would be partially
reimbursed by the United States under a formula established by the Act. Under this
formula, the United States reimburses 90% of covered terrorism losses exceeding
the statutorily established deductible paid by the insurance company providing the
coverage.
' Under the Act, there is a cap on our liability to pay for covered terrorism losses if the
aggregate amount of insured losses under the Act exceeds $100,000,000,000 during
the applicable period for all insureds and all Insurers combined. In that case, we will
not be liable for the payment of any amount which exceeds that aggregate amount of
' $100,000,000,000.
The portion of your premium that is attributable to coverage for acts of terrorism is
0.00.
' IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO
CHANGE ON ANY BONDS THAT PREMIUM IS CHARGED ANNUALLY.
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I Travelers
' IMPORTANT DISCLOSURE NOTICE OF TERRORISM
INSURANCE COVERAGE
On November 26, 2002, President Bush signed into law the
Terrorism Risk Insurance Act of 2002 (the 'Act"). The Act
establishes a short-term program under which the Federal
Government will share in the payment of covered losses caused
by certain acts of international terrorism. We are providing you with
this notice to inform you of the key features of the Act, and to let
you know what effect, if any, the Act will have on your premium.
1 Under the Act, insurers are required to provide coverage for
certain losses caused by international acts of terrorism as defined
in the Act. The Act further provides that the Federal Government
will pay a share of such losses. Specifically, the Federal
Government will pay 90% of the amount of covered losses caused
by certain acts of terrorism which is in excess of Travelers'
statutorily established deductible for that year. The Act also caps
the amount of terrorism -related losses for which the Federal
Government or an insurer can be responsible at
S100,000,000,000.00, provided that the insurer has met its
• deductible.
Please note that passage of the Act does not result in any change
in coverage under the attached policy or bond (or the policy or
bond being quoted). Please also note that no separate additional
premium charge has been made for the terrorism coverage
required by the Act. The premium charge that is allocable to such
' coverage is inseparable from and imbedded in your overall
premium, and is no more than one percent of your premium.
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THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 1317234
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to
the extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON, MASSACHUSETTS
POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the Company'), a Massachusetts stock insurance
company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint
BENSON A. CASHION, KNIGHT CASHION, MATTHEW KNIGHT CASHION, JR., WILLIAM H. GRIFFIN, JUDY SCHOGGEN,
SHEILLA J. SMITH, PAMELA K. HAYS, ALL OF THE CITY OF LITTLE ROCK, STATE OF ARKANSAS ..............................
...............................................................................................................................................................................................
each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its
behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding
THIRTY MILLION AND 00/100""""•' sae'••"' DOLLARS (S 30,000,000.00"" ) each, and the
execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the
Company as if they had been duty signed by the president and attested by the secretary of the Company in their own proper persons.
That this power is made and executed pursuant to and by authority of the following By-law and Authorization:
ARTICLE XIII - Execution of Contracts: Section 5, Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the
chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make,
execute, seal, acknowledge and deliver as surety any and all undertakings, bonds. recognizances and other surety obligations. Such
attomeys-in-fact. subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be
as binding as if signed by the president and attested by the secretary.
By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys -in -fact:
Pursuant to Article XIII, Section 5 of the By -Laws,
Garnet W. Elliott, Assistant Secretary of Liberty
Mutual Insurance Company, is hereby
authorized to appoint such attorneys -in -fact as may
be necessary to act in behalf of the Company to
make, execute, seal, acknowledge and
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deriver as surety any and all undertakings, bonds, recognizances and other surety obligations.
• — O
That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF, this Power of Attorney has
been subscribed by an authorized officer or
official of the Company and the corporate seal of
Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting,
Pennsylvania this
13th day of June
2003
LIBERTY
MUTUAL INSURANCE COMPANY
ER
Garnet W.
L C
Elliott,ssrstant Secretary
COMMONWEALTH OF PENNSYLVANIA ss
COUNTY OF MONTGOMERY
On this 13th day of June 2003 . before me, a Notary Public, personally came Garnet W. Elliott, to me known, and acknowledged
that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above
Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation.
IN TESTIMONY WH5FjBhea unto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania. on the day and year
first above written.
y 'iaarai Seal
Tway Paala.a, Notary P,dk
OF I I vryuwu, Taq.. xlmyanCo,nry
u, ConnS t,tos m+s. a z
it.P M.r. oar. °e-rr t. - a Assoeaflr U MOWS
By .tom-' i
Ter se Pastella, Notary Public
CERTIFICATE
I, the undersigned, Assistant rotary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing
is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the
said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys -in -fact as provided in Article
XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
' VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a
certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company
with the same force and effect as though manually affixed.
' IN TESTIMONY WHEREOF I have hereunto subscribed my name and affixed the corporate seal of the said company, this 16th day of
September , 2003
st7'4
°'- `z David M. Carey, .ssipSecretary
[I
lheSt ful
POWER OF ATTORNEY
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Power of Atlomey No.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
23033
United States Fidelity and Guaranty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Certificate No. 180282 3
KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that
St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company and Sr Paul Mercury insurance Company are corporations duly organized under
the laws of the State of Minnesota. and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and
that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance
Underwriters. Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein roll ecrirely called the "Companies,). and that the Companies do
hereby make constitute and appoint
Knight Cashion, Benson A. Cashion, Matthew Knight Cashion, Jr.,Wiiliam H. Griffin, Judy Schoggen,
Cynthia L. Wadley and Pamela K. Hays
of the City of _ _ Little Rock State . .- Arkansas - . , their tme and lawful Attorney(s)-in-Fact,
each in their separate capacity ifmore than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings.
contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons. guaranteeing the
performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
January 2003
WITNESSIN WITNESSWHEREOF,WHEREOF,the Companies have caused this instrument to h signe<1'andnd'sealed NaJ day of
yam-
Seaboard Surety Company . � 'Udted States Fidelity and Guaranty Company
St. Paul Fire and Marine Insurtrott,Company Fidelity and Guaranty Insurance Company
`
St. Paul Guardian Insurance Company �� U Fidelity and Guaranty Insurance Underwriters, Inc.
St. Paul Mercury Insurance Company-
K —s\
e
r,,J ; O��r nova ✓nrNr ♦„for
I i rrA
�l ty S141L, 9 lgaB g t PFrF.K W. CARMAN. Vice 1're<idem
c �r SEaLire 1\. —.fie �'lIM' Ly.C� Q. �i� •
State of Maryland
City of Baltimore THOMAS I . HUIHRIiG ISE. Aesistant Secretary
d
On this ____ day of January 2003 .before me, the undersigned officer, personally appeared Peter W. Carman and
Thomas E. lluibrcgtse. who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company. St. Paul Fire and
Marine Insurance Company, St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company. Fidelity and
Guaranty Insurance Company. and Fidelity and Guaranty Insurance Underwriters. Inc.: and that the seals affixed to the foregoing instrument are the corporate seals of
said Companies: and that they. as such, being authorized so to do. executed the foregoing instrument for the purposes therein contained by signing the names of the
corporations by themselves as duly authorized officers.
•s<s''r 'it^'rset'a.Akdllry • �iK+��al.
10 In Wllness Whereof. I hereunto set my hand and official seat 0 pT'fRY
My Commission expires the 1st day of July. 20W. 'Ib ,�f REBECCA EASLEY.ONOKAIA. Natty Public
Ar Gl't
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86203 Rev, 7-2002 Printed in U.S.A.
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This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul
Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United Slates Fidelity and Guaranty Company,
Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters. Inc. on September 2. 1998, which resolutions are now in full force and
effect, reading as follows:
RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating
to said business may be signed, executed, and acknowledged by persons or entities appointed as Attomey(s)-in-Fact pursuant to a Power of Attorney issued in
accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the
Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary,
under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and
the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes
only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any
such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so
executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to
which it is validly attached; and
RESOLVED FURTHER, that Attorney(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of
Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other
writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s)-in-Fact shall be as binding upon the Company as if signed by an
Executive Officer and sealed and attested to by the Secretary of the Company.
I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company,
St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance
Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force
and effect and has not been revoked.
IN TESTIMONY WHEREOF, I hereunto set my hand this 16th day of September , 2003
n (7�a
,m �`SEALf�un
0
To verify the authenticity of this Power of Attorney, call 1 -
the above -named individuals and the details of the bond to
-I
Thomas E. Huibregtse, Assistant Secretary
clerk. Please refer to the Power of Attorney number,
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,TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
TRAVELERS CASUALTY AND SURETY COMPANY
FARMINCTON CASUALTY COMPANY
Hartford, Connecticut 06183-9062
' POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT
KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
'corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hanford,
County of Hanford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these
presents make, constitute and appoint: Knight Cashion, Benson A. Cashion, Matthew K. Cashion, Jr., Judy Schoggen, William
'H. Griffin, Cynthia L. Wadley, Sheilla J. Smith, Pamela Kay flays, of Little Rock, Arkansas, their true and lawful Attorncy(s)-
m-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the
following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other
writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to
bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the
Companies, and all the acts of said Attorneys) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed.
This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are
now in full force and effect:
VOTED. That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any
'Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact
and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe
to Sig^ with :Co--t7any's ❑a.^. e and seal with the Company'; scaf bonds, recognizanccs, contracts of indemnity, and other writings obligatory in
the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such
'appointee and revoke the power given him or her.
VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President
may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is
'in writing and a copy thereof is filed in the office of the Secretary.
VOItD: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional
undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any
Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any
• Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if
required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or
by one or more Company officers pursuant to a written delegation of authority
' This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by
authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY
COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY
COMPANY, which Resolution is now in full force and effect:
VO"ITD That the signature of each of the following officers President, any Executive Vice President, any Senior Vice President, any Vice
'President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any
power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorney's -in -Fact for
purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attornev
or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and
`l' S:�G .' ' ]:.' facs...n I... se. S.':!fl Fc :^r r ....:..:_ ..... ... •'.. C ........ _ :':e :.:'.C: ' iLh res ct to an bond or
undertaking to which it is attached.
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CERTIFICATE OF INSURANCE 016156
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED BELOW.
Name and Address of Agency Company Companies Affording Coverages
Letter
United Service Agency. Inc.
' Post Office Box 11765 A Pacific Employers Insurance Company
Lexington, Kentucky 40577 B Bankers Standard Insurance Company
C
Name and Address of Insured D
APAC-Arkansas, Inc. E
McClinton -Anchor Division F
P.O. Box 1367 G
240 North Block Street H
Fayetteville, AR 72702 I
This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time.
Company - Policy Lmils of Liability in Thousands !0
Letter 001
Type of Insurance Policy Number Expiration Each Policy
Date Occurrence Aggregate
GENERAL LIABILITY
FaW PERSONAL INJURY
INCLUDING $ $
A ,PREMSES- aPER\TIO„S
nmiA * LAB 26610 12/01/05 BODILY INJURY
zExPIDsalMmc
'CAR° Effective: PROPERTY DAMAGE $ $
®varnoRu.0 wzAaD
® 12/01/02
' Ffl PERSONAL INJURY,
BODILY INJURY AND
IvivOEPErfJENT CONTiW.'r66 PROPERTY DAMAGE S 2,000 $ 2,000
c � � � COI. NED
gocoj ENLEFOW
AUTOMOBILE LIABILITY
BODILY INJURY (EACH $
PERSON1 BODILY
INJURY (EADMI $
A IRCOMPREHENS YEFORM * LAB 26610 12/01/05 OCCURENCE)
' ZOA'NED PROPERTY DAMAGE $
®„IRED Effective: BODILY INJURY AND
®NONOwNW 12/01/02 PROPERTY DAMAGE $ 2,000
COMBINED
EXCESS LIABILITY
BODILY INJURY AND
O UMBRELLA FORM PROPERTY DAMAGE $ $
COMBINED
OTHER TWIN UMBRELLA FORM
B WLR C 4298985A STATUTORY
WORKERS COMPENSATION WLR C 42990644 12/01/03
A and EMPLOYERS ' LIABILITY SCF C 42989770 MACH EAPLOYEE)
AEffective 12/01/02 $ 1,000 (EACH DISEASE)
(EACH ACCTDENIJ
$ $
DESCRIPTIONOFOPERATIONSLOCATIOUSNEHICLES • SEE REVERSE SIDE.
Taxiway'A' Extension and USDA Forest Service Air Tanker Apron Area to Drake Field Municipal Airport. Builders Risk #01-506
CANCELLATION Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will mail 30 days
written notice to the below named certificate holder, but failure to mail such notice shall impose no obligation or liability of any kind upon
the company.
Name and Address of Certificate Holder Date Issued: August 28, 2003
City of Fayetteville
113W. tMountain
Fa
yetteville, Arkansas 72701 K
' A TH RRED NATURE
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*City of Fayetteville and McClelland Consulting Engineers, Inc., its architects and engineers, and each
of their officers, agents, and employees, shall be an additional insured, but only if required by written
contract between City of Fayetteville and APAC-Arkansas, Inc.; only to the extent of the insurance limits
required under this contract; only as to work performed or to be performed by or on behalf of APAC-
Arkansas,
Inc. under this contract; and only with respect to operations by or on behalf of APAC-
Arkansas, Inc. or to facilities of or used by APAC-Arkansas, Inc..
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AUTHORIZED SIGNATURE
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*City of Fayetteville and McClelland Consulting Engineers, Inc., its architects and engineers, and each
of their officers, agents, and employees, shall be an additional insured, but only if required by written
contract between City of Fayetteville and APAC-Arkansas, Inc.; only to the extent of the insurance limits
required under this contract; only as to work performed or to be performed by or on behalf of APAC-
Arkansas, Inc. under this contract; and only with respect to operations by or on behalf of APAC-
Arkansas, Inc. or to facilities of or used by APAC-Arkansas, Inc..
AUTHORIZED SIGNATURE
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ATTACHES TO POLICY NUMBER: ST -260 70 09 ENDORSEMENT NUMBER: 01- 506
POLICY TERM: 10/01/2001 TO 10/01/2004 EFFECTIVE DATE: 8/28/2003
LOSS PAYABLE ENDORSEMENT AND CERTIFICATE OF INSURANCE
INSURED: APAC-Arkansas, Inc.
LOCATION: McClinton -Anchor Division P.O. Box 1367, 240 North Block, Fayetteville, Arkansas 72702
' The interest APAC-Arkansas, Inc. and City of Fayetteville (Payee) ALMA
in same as above\I 13W. Mountain, Fayetteville, Arkansas 72701
Ois covered for an amount not exceeding *SEE BELOW
and loss is payable to APAC-Arkansas, Inc. and City of Fayetteville (Payee) ALMA
whose address is same address as above/same address as above
Loss, if any, under this policy is for the interest as stipulated under this endorsement shall not exceed its
pro rata proportion of all concurrent insurance in force for the above captioned Insured.
This coverage is not transferable and may be cancelled by the National Union Fire Insurance Company of
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Pittsburgh, Pennsylvania by giving notice of cancellation to said Payee as prescribed in this policy.
Nothing herein shall be held to vary, alter, waive or change any of the Insuring Agreements, Exclusions,
Conditions, or Declarations of the Policy, except as hereinabove set forth.
CERTIFICATION
' This certifies that insurance against all risks of direct physical loss or damage to the insured property,
all in accordance with forms attached to policy listed below and subject to the limitations thereof, is in force
' under said policy issued through the National Union Fire Insurance Company of Pittsburgh, Pennsylvania.
Of the total amount of insurance in force, an amount as stipulated above shall apply to the interest of the
Payee. Any excess of insurance over and above the value of the property at risk consigned or belonging to
' said Payee shall be for the benefit of the captioned Insured, to cover property not consigned or belonging to
said Payee.
' *Full insurable replacement value of equipment not to exceed $40,000,000.00
Coverage provided does include boom and overload coverage and all coverage provided herein shall be
primary to coverage available to lessor group.
1 Should any of the above described policies be cancelled before the expiration date thereof, the issuing
company will mail 30 days written notice to the above named certificate holder.
RE: Taxiway "A" Extension and USDA Forest Service Air Tanker Apron Area to Drake Field Municipal
Airport. COl#16156
1
' STARR TECHNICAL RISKS AGENCY, INC.
' By �i� !�• G " _'
1
United Service Agency, Inc.
Post Office Box 11765 (40577-1765)
3475 Blazer Parkway, Lexington, Kentucky 40509-1850
PHONE (859) 269-9606
FAX (859) 357-7430
August 28, 2003
I' Via Overnight
GARY SCHUSTER
APAC-ARKANSAS, INC.
PO Box 1367
FAYETTEVILLE, AR 72702
Re: Owner's Protective Policy
Policy Number: GLP G2 16 90 21 1
' City of Fayetteville
Dear Gary:
Enclosed please find the original and one copy of the above captioned Owner's Protective Policy
along with applicable endorsements. Also enclosed please find one (I) original certificate for
' this project.
I trust you will find the enclosed in order; however, please call if you have any questions.
Very truly yours,
1
Debbie Buzo
Enclosures
cc: Linda Iwinsky (w/ attach)
Dave Bonavita (w/ attach)
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0 00 0 % Fflfl€y 0 % 0 0
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ace ussa
❑ CIGNA Property and Casualty Insurance Company
❑ CIGNA Fire Underwriters Insurance Company
❑ Bankers Standard Insurance Company
❑ Century Indemnity Company
I DECLARATIONS — GENERAL LIABILITY POLICY
IS : NEW
NAMED INSURED IS : CORPORATION
BUSINESS OF INSURED : TRANSPORTATION
O CIGNA Insurance Company
❑ Indemnity Insurance Company of North America
❑ Insurance Company of North America
Pacific Employers Insurance Company
POLICY IDENTIFICATION
GLP G2 16 90 21 1
PRODUCER
CODE: 274718 COMM:
United Service Agency, Inc.
P.O. Box 11765
Lexington, KY 40577
MARKETING OFFICE: 551
MARKET HAZARD CODE:
PIIC CODE:
POLICY PERIOD FROM 8/28/03 TO See Endorsement No. 2
12:01 A.M. STANDARD TIME AT YOUR MAILING ADDRESS SHOWN ABOVE
PREMIUM PAYMENT CONDITIONS
AUDIT PERIOD NONE
PAYMENT FREQUENCY NONE
PAYMENT SCHEDULE NONE
TOTAL ADVANCE PREMIUM :$ AS AGREED
PREMIUMS RESULTING FROM AUDIT ARE NOT INCLUDED IN THE ABOVE.
1
ULD-8
ORIGINAL
❑
PROCESSING COPY
❑ UNDERWRITING COPY
❑ AGENT'S COPY
❑
EXTRA COPY
E00a Printed in
USA (Ed.
10187)
Cat.
No. AA 067280a
POUCY IDENTIFICATION
DECLARATIONS — GENERAL LIABILITY POLICY Page 2 GLP O2 16 90 21 1
COVERAGES AND LIMITS OF INSURANCE
In return for the payment of premium indicated above, we agree with you to provide the following coverage(s) at the
limits shown, subject to all of the terms and conditions of this policy.
Coverage Form: Owners' Protective Liability Insurance Limits of Insurance
Form LD-2478, Endorsement Nos. 1,2 and 3
Aggregate Limit (Each Annual Period) $ 1,000,000.00
Each Occurrence Limit $ 1, 000, 000.00
Deductible Amount (this reduces the Limit of Insurance shown $ -0-
as applicable to each "Occurrence")
CONTRACTOR INFORMATION
Description of Operations:
3 15292 Construction
Operations Owner (not railroads)
including Operations on Board Ships Job Cost $2,146,906.20
Name and Address of Designated Contractor.
APAC-Arkansas, Inc.
McClinton -Anchor Division
P.O. Box 1367, 240 North Block
Fayetteville, Arkansas 72702
Name and Address of Involved Governmental Authority or other contracting party (if applicable):
SCHEDULE OF LOCATIONS
LOCATION NUMBER AND ADDRESS
AIP-3-05-0020-031-2003 Project *FY022103 Taxiway "A"Extension andfUSDA Forest Service
Air Tanker Apron Area to Drake Field Municipal Airport
Authorind Representative
ORIGINAL ❑ UNDERWRITING
2478 (Ed. 3/87) Printed in U.S.A.
❑ AGENT
❑ PREMIUM AUDIT
AA 077602
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Named Insured Endorsement Number
City of Fayetteville 1
Policy Symbol Policy Number Policy Period Effective Date of Endorsement
GLP G2 16 90 21 1 See Endorsement No. 2 8/28/03
Issued by (Name of Insurance Company)
Pacific Employers Insurance Company
Insert the policy number. The remainder of the Information Ls to be completed only when this endorsement Is Issued subsequent to the orenaration of the
JLT
08-28-03
TO CANCELLATION CONDITION
In Section IV - Conditions No. 2.b.(1) & (2) is
amended to read as follows:
"This policy may be canceled by the Company by mailing
to the Named Insured and the contractor at the respec-
tive addresses shown in this policy, written notice
stating when not less than SIXTY days thereafter such
cancellation shall be effective."
PAP s G
A thorized Agent
Named Insured Endorsement Number
City of Fayetteville 2
Policy Symbol Policy Number Policy Period Effective Date of Endorsement
GLP G2 16 90 21 1 See Below 8/28/03
Issued by (Name of Insurance Company)
Pacific Employers Insurance Company
Insert the policy number. The remainder of the Information Is to be completed only when this endorsement Is blued subsequent to the oreoannon of the
It is hereby understood and agreed that the Policy Pe-
riod is extended to expire on the latest of the fol-
lowing dates:
(1) at project completion
(2) at date required on job contract
(3) at date of acceptance of job contract by the
Named Insured
JLT
08-28-03
7N
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Named Insured
Endorsement Number
City of Fayetteville
3
Policy Symbol
Policy Number
Policy Period
Effective Date of Endorsement
GLP
G2 16 90 21 1
See Endorsement No. 2
8/28/03
Issued by (Name of Insurance Company)
Pacific Employers Insurance Company
Insert the policy number. The remainder of the Information is to be completed only when this endorsement Is Issued subsequent to the preparation of the
policy.
ADDITIONAL EXCLUSIONS
(A) Engineers, Architects or Surveyors Professional
Liability Exclusion
It is agreed that this Policy does not apply to
bodily injury or property damage arising out of
the rendering of or the failure to render any
professional services by or for the Named In-
sured, including
(1) the preparation or approval of maps, plans,
opinions, reports, designs or specifications
and
(2) supervisory, inspection or engineering serv-
ices
(B) Absolute Asbestos Exclusion
It is agreed that this Policy does not apply to
bodily injury or property damage directly or in-
directly caused by asbestos.
(C) Absolute Pollution Exclusion
Exclusion (j) in form CG009 01 96 is deleted and
replaced with the following:
"(i) to bodily injury or property damage arising
out of the discharge, dispersal, release or
escape of smoke, vapors, soot, fumes, acids,
alkalis, toxic chemicals, liquids or gases,
waste materials or other irritants, contami-
nants or pollutants into or upon land, the
atmosphere or any water course or body of
water."
JLT
08-28-03
Authorized Agent
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' COMMERCIAL GENERAL LIABILITY
CG 00 09 07 98
' OWNERS AND CONTRACTORS PROTECTIVE
LIABILITY COVERAGE FORM - COVERAGE
' FOR OPERATIONS OF DESIGNATED CONTRACTOR
Various provisions of this policy restrict coverage. b. This insurance applies to "bodily injury" and
' Read the entire policy carefully to determine rights, "property damage" only if:
duties and what is and is not covered. 1 The "bodily injury" or " ( )property damage" is
Throughout this policy the words "you" and "your' caused by an "occurrence" and arises out
refer to the Named Insured shown in the Declarations. of.
The words "we", "us" and "our" refer to the Company
providing this insurance. (a) " Operations peat the od for you by the
"contractor" at the location specified in
' The word "insured" means any person or organization the Declarations; or
qualifying as such under Section II — Who Is An (b) Your acts or omissions in connection
Insured. with the general supervision of such
Other words and phrases that appear in quotation operations; and
'
marks have special meaning. Refer to Section V — (2) The "bodily injury" or "property damage"
Definitions. occurs during the policy period.
SECTION I - COVERAGES c. Damages because of "bodily injury" include
' BODILY INJURY AND PROPERTY DAMAGE damages claimed by any person or
LIABILITY organization for care, loss of services or death
1. Insuring Agreement resulting at any time from the "bodily injury".
a. We will pay those sums that the insured 2. Exclusions
becomes legally obligated to pay as damages This insurance does not apply to:
because of "bodily injury" or "property damage" a. Expected Or Intended Injury
' to which this insurance applies. We will have
the right and duty to defend the insured against "Bodily injury" or "property damage" expected
any "suit" seeking those damages. However, or intended from the standpoint of the insured.
we will have no duty to defend the insured This exclusion does not apply to "bodily injury"
' against any "suit" seeking damages for "bodily resulting from the use of reasonable force to
injury" or "property damage" to which this protect persons or property.
insurance does not apply. We may, at our b. Contractual Liability
' discretion, investigate any "occurrence" and "Bodily injury" or "property damage" for which
settle any claim or "suit" that may result. But: the insured is obligated to pay damages by
(1) The amount we will pay for damages is reason of the assumption of liability in a
limited as described in Section Ill — Limits contract or agreement. This exclusion does not
' Of Insurance; and apply to liability for damages:
(2) Our right and duty to defend end when we (1) That the insured would have in the absence
have used up the applicable limit of of the contract or agreement; or
insurance in the payment of judgments or
settlements.
No other obligation or liability to pay sums or
perform acts or services is covered unless
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explicitly provided for under Supplementary
Payments.
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(2) Assumed in a contract or agreement that is
an "insured contract", provided the "bodily
injury" or "property damage" occurs
subsequent to the execution of the contract
or agreement. Solely for the purposes of
liability assumed in an "insured contract',
reasonable attorney fees and necessary
litigation expenses incurred by or for a party
other than an insured are deemed to be
damages because of "bodily injury" or
"property damage", provided:
(a) Liability to such party for, or for the cost
of, that party's defense has also been
assumed in the same "insured contract";
and
(b) Such attorney fees and litigation
expenses are for defense of that party
against a civil or alternative dispute
resolution proceeding in which damages
to which this insurance applies are
alleged.
c. Work Completed Or Put To Intended Use
"Bodily injury" or "property damage" which
occurs after the earlier of the following times:
(1) When all "work" on the project (other than
service, maintenance or repairs) to be
performed for you by the "contractor" at the
site of the covered operations has been
completed; or
(2) When that portion of the "contractor's"
"work", out of which the injury or damage
arises, has been put to its intended use by
any person or organization, other than
another contractor or subcontractor working
directly or indirectly for the "contractor" or
as part of the same project.
d. Acts Or Omissions By You And Your
Employees
"Bodily injury" or "property damage" arising out
of your, or your "employees' ", acts or
omissions other than general supervision of
"work" performed for you by the "contractor".
e. Workers' Compensation And Similar Laws
Any obligation of the insured under a workers'
compensation, disability benefits or
unemployment compensation law or any similar
law.
f. Employer's Liability
"Bodily injury" to:
(1) An "employee" of the insured arising out of
and in the course of:
(a) Employment by the insured; or
(b) Performing duties related to the conduct
of the insured's business; or
(2) The spouse, child, parent, brother or sister
of that "employee" as a consequence of
Paragraph (1) above.
This exclusion applies:
(1) Whether the insured may be liable as an
employer or in any other capacity; and
(2) To any obligation to share damages with or
repay someone else who must pay
damages because of the injury.
This exclusion does not apply to liability
assumed by the insured under an "insured
contract".
g. Damage To Property
"Property damage" to:
(1) Property you own, rent, or occupy;
(2) Property loaned to you;
(3) Personal property in the care, custody or
control of the insured: or
(4) "Work" performed for you by the
"contractor".
h. War
"Bodily injury" or "property damage" due to war,
whether or not declared, or any act or condition
incident to war. War includes civil war,
insurrection, rebellion or revolution. This
exclusion applies only to:
(1) Liability assumed under an "insured
contract"; or
(2) Expenses for first aid.
i. Mobile Equipment
"Bodily injury" or "property damage" arising out
of the use of "mobile equipment' in, or while in
practice for, or while being prepared for, any
prearranged racing, speed, demolition, or
stunting activity.
j. Pollution
(1) "Bodily injury" or "property damage" arising
out of the actual, alleged or threatened
discharge, dispersal, seepage, migration,
release or escape of "pollutants":
(a) At or from any premises, site or location
which is or was at any time owned or
occupied by, or rented or loaned to, any
insured. However, this subparagraph
does not apply to:
(i) "Bodily injury" if sustained within a
building and caused by smoke,
fumes, vapor or soot from equipment
used to heat that building;
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CG 00 09 07 98 O1
' (ii) "Bodily injury" or "property damage" (e) At or from any premises, site or location
arising out of heat, smoke or fumes on which any insured or any contractors
from a "hostile fire"; or subcontractors working directly or
(b) At or from any premises, site or location indirectly on any insured's behalf are
' which is or was at any time used by or performing operations if the operations
for any insured or others for the are to test for, monitor, clean up,
remove, contain, treat, detoxi or
handling,storage, disposal, processing neutralize, or in any way respond to, or
or treatmment of waste; assess the effects of "pollutants".
(c) Which are or were at any time
transported, handled, stored, treated, (2) Any loss, cost or expense arising out of any:
' disposed of, or processed as waste by (a) Request, demand, order or statutory or
or for any insured or any person or regulatory requirement that any insured
organization for whom you may be or others test for, monitor, clean up,
legally responsible; or remove, contain, treat, detoxify or
' (d) At or from any premises, site or location neutralize, or in any way respond to, or
on which any insured or any contractors assess the effects of "pollutants"; or
or subcontractors working directly or (b) Claim or suit by or on behalf of a
' indirectly on any insured's behalf are governmental authority for damages
performing operations if the "pollutants" because of testing for, monitoring,
are brought on or to the premises, site or cleaning up, removing, containing,
location in connection with such treating, detoxifying or neutralizing, or in
' operations by such insured, contractor any way responding to, or assessing the
or subcontractor. However, this effects of "pollutants".
subparagraph does not apply to: However, this paragraph does not apply to
' (1) "Bodily injury" or "property damage" liability for damages because of "property
arising out of the escape of fuels, damage" that the insured would have in the
lubricants or other operating fluids absence of such request, demand, order or
which are needed to perform the statutory or regulatory requirement, or such
' normal electrical, hydraulic or claim or "suit' by or on behalf of a
mechanical functions necessary for governmental authority.
the operation of "mobile equipment" k. Damage To Impaired Property Or Property
or its parts, if such fuels, lubricants or Not Physically Injured
' other operating fluids escape from a
vehicle part designed to hold, store "Property damage" to "impaired property" or
or receive them. This exception does property that has not been physically injured,
not apply if the "bodily injury" or arising out of.
' "property damage" arises out of the (1) A defect, deficiency, inadequacy or
intentional discharge, dispersal or dangerous condition in "work" performed for
release of the fuels, lubricants or you by the "contractor"; or
' other operating fluids, or if such (2) delay or failure by you or anyone acting
A
fuels, lubricants or other operating
on your behalf to perform a contract or
fluids are brought on or to the
premises, site or location with the agreement in accordance with its terms.
' intent that they be discharged, This exclusion does not apply to the loss of use
dispersed or released as part of the of other property arising out of sudden and
operations being performed by such accidental physical injury to "work" performed
insured, contractor or subcontractor, for you by the "contractor".
'
(ii) "Bodily injury" or "property damage" SUPPLEMENTARY PAYMENTS
sustained within a building and 1. We will pay, with respect to any claim we
caused by the release of gases, investigate or settle, or any "suit' against an
fumes or vapors from materials insured we defend:
brought into that building in a. All expenses we incur,
connection with operations being
' performed by or on behalf of any b. Up to $250 for cost of bail bonds required
insured; or because of accidents or traffic law violations
(Ili) "Bodily injury" or "property damage" arising out of the use of any vehicle to which
arising out of heat, smoke or fumes this insurance applies. We do not have to
from a "hostile fire". furnish these bonds.
' CG 00 09 07 98 Copyright, Insurance Services Office, Inc., 1997 Page 3 of 8 O
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c. The cost of bonds to release attachments, but
only for bond amounts within the applicable
limit of insurance. We do not have to furnish
these bonds.
d. All reasonable expenses incurred by the
insured at our request to assist us in the
investigation or defense of the claim or "suit",
including actual loss of earnings up to $250 a
day because of time off from work.
e. All costs taxed against the insured in the "suit".
f. Prejudgment interest awarded against the
insured on that part of the judgment we pay. If
we make an offer to pay the applicable limit of
insurance, we will not pay any prejudgment
interest based on that period of time after the
offer.
g. All interest on the full amount of any judgment
that accrues after entry of the judgment and
before we have paid, offered to pay, or
deposited in court the part of the judgment that
is within the applicable limit of insurance.
h. Expenses incurred by the insured for first aid
administered to others at the time of an
accident, for "bodily injury" to which this
insurance applies.
These payments will not reduce the limits of
insurance.
2. If we defend an insured against a "suit" and an
indemnitee of the insured is also named as a party
to the "suit", we will defend that indemnitee if all of
the following conditions are met:
a. The "suit' against the indemnitee seeks
damages for which the insured has assumed
the liability of the indemnitee in a contract or
agreement that is an "insured contract';
b. This insurance applies to such liability assumed
by the insured;
c. The obligation to defend, or the cost of the
defense of, that indemnitee, has also been
assumed by the insured in the same "insured
contract";
d. The allegations in the "suit" and the information
we know about the "occurrence" are such that
no conflict appears to exist between the
interests of the insured and the interests of the
indemnitee;
e. The indemnitee and the insured ask us to
conduct and control the defense of that
indemnitee against such "suit" and agree that
we can assign the same counsel to defend the
insured and the indemnitee; and
V. The indemnitee:
(1) Agrees in writing to:
(a) Cooperate with us in the investigation,
settlement or defense of the "suit";
(b) Immediately send us copies of any
demands, notices, summonses or legal
papers received in connection with the
"suit";
(c) Notify any other insurer whose coverage
is available to the indemnitee; and
(d) Cooperate with us with respect to
coordinating other applicable insurance
available to the indemnitee; and
(2) Provides us with written authorization to:
(a) Obtain records and other information
related to the 'suit"; and
(b) Conduct and control the defense of the
indemnitee in such "suit'.
So long as the above conditions are met, attorneys
fees incurred by us in the defense of that
indemnitee, necessary litigation expenses incurred
by us and necessary litigation expenses incurred
by the indemnitee at our request will be paid as
Supplementary Payments. Notwithstanding the
provisions of Paragraph 2.b.(2) of Section I —
Coverages — Bodily Injury And Property Damage
Liability, such payments will not be deemed to be
damages for "bodily injury" and "property damage"
and will not reduce the limits of insurance.
Our obligation to defend an insured's indemnitee
and to pay for attorneys fees and necessary
litigation expenses as Supplementary Payments
ends when:
a. We have used up the applicable limit of
insurance in the payment of judgments or
settlements; or
b. The conditions set forth above, or the terms of
the agreement described in Paragraph f.
above, are no longer met.
SECTION II -WHO IS AN INSURED
1. If you are designated in the Declarations as:
a. An individual, you and your spouse are
insureds.
b. A partnership or joint venture, you are an
insured. Your members, your partners, and
their spouses are also insureds, but only with
respect to their duties as partners or members
of a joint venture.
c. A limited liability company, you are an insured.
Your members are also insureds, but only with
respect to their duties as members of a limited
liability company. Your managers are insureds,
but only with respect to their duties as your
managers.
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d. An organization other than a partnership, joint
venture or limited liability company, you are an
insured. Your "executive officers" and directors
are insureds, but only with respect to their
duties as your officers or directors. Your
stockholders are also insureds, but only with
respect to their liability as stockholders.
2. Each of the following is also an insured:
a. Any person (other than your "employee") or
any organization while acting as your real
estate manager.
b. Any person or organization having proper
temporary custody of your property if you die,
but only:
(1) With respect to liability arising out of the
maintenance or use of that property; and
(2) Until your legal representative has been
appointed.
c. Your legal representative if you die, but only
with respect to duties as such. That
representative will have all your rights and
duties under this Coverage Part.
No person or organization is an insured with respect
to the conduct of any current or past partnership, joint
venture or limited liability company that is not shown
as a Named Insured in the Declarations.
SECTION III — LIMITS OF INSURANCE
1. The Limits of Insurance shown in the Declarations
and the rules below fix the most we will pay
regardless of the number of:
a. Insureds;
b. Claims made or "suits" brought; or
c. Persons or organizations making claims or
bringing "suits".
2. The Aggregate Limit is the most we will pay for the
sum of damages because of all "bodily injury" and
"property damage".
3. Subject to 2. above, the Each Occurrence Limit is
the most we will pay for the sum of damages
because of all "bodily injury" and "property
damage" arising out of any one "occurrence".
If you designate more than one project in the
Declarations, the Aggregate Limit shall apply
separately to each project.
The Limits of Insurance of this Coverage Part apply
separately to each consecutive annual period and to
any remaining period of less than 12 months, starting
with the beginning of the policy period shown in the
Declarations, unless the policy period is extended
after issuance for an additional period of less than 12
months. In that case, the additional period will be
deemed part of the last preceding period for purposes
of determining the Limits of Insurance.
SECTION IV — CONDITIONS
1. Bankruptcy
Bankruptcy or insolvency of the insured will not
relieve us of our obligations under this Coverage
Part
2. Cancellation
a. The first Named Insured shown in the
Declarations may cancel this policy by mailing
or delivering to us advance written notice of
cancellation.
b. We may cancel this policy by mailing or
delivering to the first Named Insured and the
"contractor" written notice of cancellation at
least
(1)
10 days before the
effective date
of
cancellation if we cancel
for non-payment
of
premium; or
(2) 30 days before the effective date
of
cancellation if we cancel for any other
reason.
c.
We will mail or deliver our notices to the
first
Named Insured's and the "contractors"
last
mailing address known to us.
d.
Notice of cancellation will state the effective
date of cancellation. The policy period will
end
on that date.
e.
If this policy is cancelled, we will send
the
"contractor' any premium refund due. If
we
cancel, the refund will be pro rata. If the
first
Named Insured cancels, the refund may
be
less than pro rata. The cancellation will
be
effective even if we have not made or offered a
refund.
f.
If notice is mailed, proof of mailing will
be
sufficient proof of notice.
3. Changes
This policy contains all the agreements between
you, the "contractor" and us concerning the
insurance afforded. The first Named Insured
shown in the Declarations and the "contractor" are
authorized to make changes in the terms of this
policy with our consent. This policy's terms can be
amended or waived only by endorsement issued
by us and made a part of this policy.
4. Duties In The Event Of Occurrence, Claim Or
Suit
a. You must see to it that we are notified as soon
as practicable of an "occurrence" which may
result in a claim. To the extent possible, notice
should include:
(1) How, when and where the "occurrence"
took place;
' CG 00 09 07 98 Copyright, Insurance Services Office, Inc., 1997 Page 5 of 8 O
(2) The names and addresses of any injured
persons and witnesses; and
(3) The nature and location of any injury or
damage arising out of the "occurrence".
b. If a claim is made or "suit" is brought against
any insured, you must:
(1) Immediately record the specifics of the
claim or "suit" and the date received; and
(2) Notify us as soon as practicable.
You must see to it that we receive written
notice of the claim or "suit' as soon as
practicable.
c. You and any other involved insured must:
(1) Immediately send us copies of any
demands, notices, summonses or legal
papers received in connection with the
claim or "suit";
(2) Authorize us to obtain records and other
information;
(3) Cooperate with us in the investigation or
settlement of the claim or defense against
the "suit": and
(4) Assist us, upon our request, in the
enforcement of any right against any person
or organization which may be liable to the
insured because of injury or damage to
which this insurance may also apply.
d. No insured will, except at that insured's own
cost, voluntarily make a payment, assume any
obligation, or incur any expense, other than for
first aid, without our consent.
5. Examination Of Your Books And Records
We may examine and audit your books and
records as well as the "contractor's" books and
records as they relate to this policy at any time
during the policy period and up to three years
afterward.
6. Inspections And Surveys
We have the right but are not obligated to:
a. Make inspections and surveys at any time;
b. Give you reports on the conditions we find; and
c. Recommend changes.
Any inspections, surveys, reports or
recommendations relate only to insurability and the
premiums to be charged. We do not make safety
inspections. We do not undertake to perform the
duty of any person or organization to provide for
the health or safety of workers or the public. And
we do not warrant that conditions:
a. Are safe or healthful; or
b. Comply with laws, regulations, codes or
standards.
This condition applies not only to us, but also to
any rating, advisory, rate service or similar
organization which makes insurance inspections,
surveys, reports or recommendations.
7. Legal Action Against Us
No person or organization has a right under this
Coverage Part:
a. To join us as a party or otherwise bring us into
a "suit" asking for damages from an insured; or
b. To sue us on this Coverage Part unless all of
its terms have been fully complied with.
A person or organization may sue us to recover on
an agreed settlement or on a final judgment
against an insured obtained after an actual trial;
but we will not be liable for damages that are not
payable under the terms of this Coverage Part or
that are in excess of the applicable limit of
insurance. An agreed settlement means a
settlement and release of liability signed by us, the
insured and the claimant or the claimants legal
representative.
8. Other Insurance
The insurance afforded by this Coverage Part is
primary insurance and we will not seek
contribution from any other insurance available to
you unless the other insurance is provided by a
contractor other than the designated "contractor"
for the same operation and job location designated
in the Declarations. Then we will share with that
other insurance by the method described below.
If all of the other insurance permits contribution by
equal shares, we will follow this method also.
Under this approach, each insurer contributes
equal amounts until it has paid its applicable limit
of insurance or none of the loss remains,
whichever comes first.
If any of the other insurance does not permit
contribution by equal shares, we will contribute by
limits. Under this method, each insurer's share is
based on the ratio of its applicable limit of
insurance to the total applicable limits of insurance
of all insurers.
9. Premiums
The "contractor":
a. Is responsible for the payment of all premiums;
and
b. Will be the payee for any return premiums we
pay.
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CG 00 09 07 98 O'
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10. Premium Audit
a. We will compute all premiums for this Coverage
Part in accordance with our rules and rates.
b. Premium shown in this Coverage Part as
advance premium is a deposit premium only. At
the close of each audit period we will compute
the earned premium for that period. Audit
premiums are due and payable on notice to the
"contractor". If the sum of the advance and
audit premiums paid for the policy period is
greater than the earned premium, we will return
the excess to the "contractor".
C. The "contractor" must keep records of the
information we need for premium computation,
and send us copies at such times as we may
request.
11. Separation Of Insureds
Except with respect to the Limits of Insurance, and
any rights or duties specifically assigned in this
Coverage Part to the first Named Insured, this
insurance applies:
a. As if each Named Insured were the only
Named Insured; and
b. Separately to each insured against whom claim
is made or "suit" is brought.
12. Transfer Of Rights Of Recovery Against Others
To Us
If the insured has rights to recover all or part of any
payment we have made under this Coverage Part
those rights are transferred to us. The insured
must do nothing after loss to impair them. At our
request, the insured will bring "suit" or transfer
those rights to us and help us enforce them.
13. When We Do Not Renew
If we decide not to renew this Coverage Part, we
will mail or deliver to the first Named Insured
shown in the Declarations written notice of the
nonrenewal not less than 30 days before the
expiration date.
If notice is mailed, proof of mailing will be sufficient
proof of notice.
SECTION V - DEFINITIONS
1. "Auto" means a land motor vehicle, trailer or
semitrailer designed for travel on public roads,
including any attached machinery or equipment.
But "auto" does not include "mobile equipment'.
2. "Bodily injury" means bodily injury, sickness or
disease sustained by a person, including death
resulting from any of these at any time.
3. "Contractormeans the contractor designated in
the Declarations.
4. "Employee" includes a "leased worker'.
"Employee" does not include a "temporary worker".
5. "Executive officer' means a person holding any of
the officer positions created by your charter,
constitution, by-laws or any other similar governing
document.
6. "Hostile fire" means one which becomes
uncontrollable or breaks out from where it was
intended to be.
7, "Impaired property" means tangible property, other
than work performed for you, that cannot be used
or is less useful because:
a. It incorporates work performed for you that is
known or thought to be defective, deficient
inadequate or dangerous; or
b. You have failed to fulfill the terms of a contract
or agreement
if such property can be restored to use by:
a. The repair, replacement, adjustment or removal
of the work performed for you; or
b. Your fulfilling the terms of the contract or
agreement
8. "Insured contract" means:
a. A lease of premises;
b. A sidetrack agreement;
c. Any easement or license agreement, except in
connection with construction or demolition
operations on or within 50 feet of a railroad;
d. An obligation, as required by ordinance, to
indemnify a municipality, except in connection
with work for a municipality; or
e. An elevator maintenance agreement.
9. "Leased worker' means a person leased to you by
a labor leasing firm under an agreement between
you and the labor leasing firm, to perform duties
related to the conduct of your business. "Leased
worker" does not include a "temporary worker".
10."Mobile equipment' means any of the following
types of land vehicles, including any attached
machinery or equipment:
a. Bulldozers, farm machinery, forklifts and other
vehicles designed for use principally off public
roads;
b. Vehicles maintained for use solely on or next to
premises you own or rent;
c. Vehicles that travel on crawler treads;
d. Vehicles, whether self-propelled or not,
maintained primarily to provide mobility to
permanently mounted:
(1) Power cranes, shovels, loaders, diggers or
drills; or
(2) Road construction or resurfacing equipment
such as graders, scrapers or rollers;
CG 00 09 07 98 Copyright, Insurance Services Office, Inc., 1997
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e. Vehicles not described in a., b., c. or d. above 12."Pollutants" mean any solid, liquid, gaseous or
that are not self-propelled and are maintained thermal irritant or contaminant, including smoke,
primarily to provide mobility to permanently vapor, soot, fumes, acids, alkalis, chemicals and
attached equipment of the following types: waste. Waste includes materials to be recycled, '
(1) Air compressors, pumps and generators, reconditioned or reclaimed.
including spraying, welding, building 13."Property damage" means:
cleaning, geophysical exploration, lighting a. Physical injury to tangible roe'
and well servicing equipment; or y 9 property, rte, including Aall h
resulting loss of use of that property. All such
(2) Cherry pickers and similar devices used to loss of use shall be deemed to occur at the
raise or lower workers; time of the physical injury that caused it; or
f. Vehicles not described in a., b., c. or d. above b. Loss of use of tangible property that is not
maintained primarily for purposes other than physically injured. All such loss of use shall be
the transportation of persons or cargo. deemed to occur at the time of the "occurrence"
However, self-propelled vehicles with the that caused it
following types of permanently attached 14."Suit' means a civil proceeding, brought in the
equipment are not "mobile equipment' but will United States of America (including its territories
be considered "autos": and possessions), Puerto Rico or Canada, in
(1) Equipment designed primarily for: which damages because of "bodily injury" or
"property damage" to which this insurance applies
(a) Snow removal; are alleged. "Suit" includes:
(b) Road maintenance, but not construction a. An arbitration proceeding in which such
or resurfacing; or damages are claimed and to which the insured
(c) Street cleaning; must submit or does submit with our consent;
(2) Cherry pickers and similar devices mounted or
on automobile or truck chassis and used to b. Any other alternative dispute resolution
raise or lower workers; and proceeding in which such damages are claimed
(3) Air compressors, pumps and generators, and to which the insured submits with our
including spraying, welding, building consent.
cleaning, geophysical exploration, lighting 15.'Temporary worker" means a person who is
and well servicing equipment. furnished to you to substitute for a permanent
11."Occurrence" means an accident, including "employee"
on
conditions. veor to meet seasonal or short -
temp workload
continuous or repeated exposure to substantially
the same general harmful conditions. 16."Work" includes materials, parts or equipment
furnished in connection with the operations.
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CG 00 09 07 98 O'
(Attach Coverage Part Here)
THE ONLY SIGNATURES APPLICABLE TO THIS POLICY ARE THOSE REPRESENTING THE COMPANY NAMED ON THE
rRST PAGE OF THE DECLARATIONS.
By signing and delivering the policy to you, we state that it is a valid contract when countersigned by our authorized
,epresentative.
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CERTIFICATION OF BIDDER REGARDING
EQUAL EMPLOYMENT OPPORTUNITY
H
• CERTIFICATION OF BIDDER REGARDING
• EQUAL EMPLOYMENT OPPORTUNITY
GENERAL
BIDDERS APAC- Arkansas, Inc.
NAME McClinton -Anchor Div.
ox
ADDRESS Fayetteville, AR 72702
--
INTERNAL REVENUE SERVICE EMPLOYER IDENTIFICATION
NUMBER 5a- 14ot41�9
NONSEGREGATED FACILITIES
NOTICE TO PROSPECTIVE FEDERALLY ASSISTED CONSTRUCTION CONTRACTORS:
(1) A Certification of Nonsegregated Facilities must be submitted prior to the award of a
• federally assisted construction contract exceeding $10,000 which is not exempt from the
provision of the equal opportunity clause.
(2) Contractors receiving federally assisted construction contract awards exceeding $10,000
which are not exempt from the provisions of the equal opportunity clause will be required to
provide for the forwarding of the following notice to prospective subcontractors for supplies
and construction contracts where the subcontracts exceed $10,000 and are not exempt from
the provisions of the equal opportunity clause.
NOTE:The penalty for making statements in offers is prescribed in 18 U.S.C. 1001.
NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR
CERTIFICATION ON NONSEGREGATED FACILITIES:
I
(1) A Certification of Nonsegregated Facilities must be submitted prior to the award of a
subcontract exceeding $10,000 which is not exempt from the provisions of the equal
opportunity clause.
(2) Contractors receiving subcontract awards exceeding $10,000 which are not exempt from the
provisions of the equal opportunity clause will be required to provide for the forwarding of
this notice to prospective subcontractors for supplies and construction contracts where the
subcontracts exceed $10,000 and are not exempt from the provisions of the
equal opportunity clause.
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C1tOCUMME-1\070515\L(x:A1S-I\11:S110\C.NOIES. DATA\EQLOPP inc Equal lanploynlent Opportunity- I
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INOTE:The penalty for making false statements in offers is prescribed in 18 U.S.C. I00I.
CERTIFICATION OF NONSEGREGATED FACILITIES:
The federally assisted construction contractor certifies that he does not maintain or provide for his
employees any segregated facilities at any of his establishments, and that he does not permit his
employees to perform their services at any location, under his control, where segregated facilities are
maintained. The federally assisted construction contractor certifies further that lie will not maintain
or provide for his employees any segregated facilities at any of his establishments, and that he will
not permit his employees to perform their services at any location, under his control, where
segregated facilities are maintained. The federally assisted construction contractor agrees that a
breach of this certification is a violation of the equal opportunity clause in this contract. As used in
this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms
and washrooms, restaurants and other eating areas, timeclocks, locker rooms and other storage or
dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and
housing facilities provided for employees which arc segregated by explicit directive or are in fact
segregated on the basis of race, color, religion, sex or national origin, because of habit, local custom,
or any other reason. The federally assisted construction contractor agrees that (except where lie has
' obtained identical certifications from proposed subcontractors for specific time periods) he will
obtain identical certifications from proposed subcontractors prior to the award of subcontracts
exceeding S 10,000 which are not exempt from the provisions of the equal opportunity clause, and
' that lie will retain such certifications in his files.
NOTICE TO PROSPECII Vii CONTRACTORS OF REQUIREM ENT FOR CERTIFICATION OF
' NONSEGREGATED FACILITIES:
A Certification of Nonsegregated Facilities must be submitted prior to the award of a contract or
' subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity
Clause.
' Certification - The information above is true and complete to the best of my knowledge and belief.
Lee DuChanois, President
Name and Title of Signer (Please type)
L
Signature
Date
NOTE:The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001.
C:uwcuntE-IM7o515TOCAts-nrt:nu \C Nores.DATAU:QL.opp txmc Equal Employment Opportunity - 2
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WAGE, LABOR, EEO AND SAFETY REQUIREMENTS
SECTION A (FEDERAL AVIATION ADMINISTRATION REQUIREMENTS)
AA -1. Airport Improvement Program. The work in this Contract is included in Airport
Improvement Program Number 3-05-0020-03I which is being undertaken and accomplished by the
City of Fayetteville in accordance with the terms and conditions of a grant agreement between the
Siloam Springs Airport Commission and the United States, under the Airport and Airway
Development Act of 1982 (PL 97-248) and Part 152 of the Federal Aviation Regulations (14 CFR
Part 152), pursuant to which the United States has agreed to pay a certain percentage of the costs of
the project that are determined to he allowable project costs under that Act. The United States is not
a party to this Contract and no reference in this Contract to the FAA or any representative thereof, or
to any rights granted to the FAA or any representative thereof, or the United States, by the Contract,
makes the United States a party to this Contract.
A-2. Consent to Assignment. The Contractor shall obtain the prior written consent of the
Siloam Springs Airport Commission to any proposed assignment of any interest in or part of this
Contract.
A-3. Convict Labor. No Convict Labor may be employed under this Contract.
A-4. Veterans Preference. In the employment of labor (except in executive, administrative,
and supervisory positions), preference shall be given to veterans of the Vietnam era and disabled
veterans as defined in Section 515 (c)(1) and (2) of the Act. However, this preference shall apply
only where the individuals are available and qualified to perform the work to which the employment
relates.
A-5. Withholding: Sponsor from Contractor. Whether or not payment or advances to the
City of Fayetteville may withhold or cause to be withheld from the Contractor so much of the
accrued payments or advances as may be considered necessary to pay laborers and mechanics
employed by the Contractor or any subcontractor on the work the full amount of wages required by
this Contract.
A-6. Nonpayment of wages. If the Contractor or subcontractor fails to pay any laborer or
mechanic employed or working on the site of the work any of the wages required by this Contract,
the City of Fayetteville may, after written notice to the Contractor, take such action as may be
' necessary to cause the suspension of any further payment or advance of funds until the violations
cease.
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A-7. FAA Inspection and Review. The Contractor shall allow any authorized representative
of the FAA to inspect and review any work or materials used in the performance of this Contract.
A-8. Subcontracts. The Contractor shall insert in each of his subcontracts the provisions
contained in paragraphs A-1, A-3, A-4, A-5, A-6, and A-7 requiring the subcontractors to include
1: '2002W22103\SPECS\EEO.DOC Wage. Labor, EEO & Safety Regulations - 1
these provisions in any lower tier subcontracts which they may enter into, together with a clause
requiring this insertion in any further subcontracts that may in turn be made.
A-9. Contract Termination. A breach of Paragraphs A-6, A-7, and A-8 may be grounds for
termination of the Contract.
SECTION B (SECRETARY OF LABOR REQUIREMENTS)
BB -1. Minimum Wages
(a) All mechanics and laborers employed or working upon the site of the work will be paid
unconditionally and not less often than once a week, and without subsequent deduction or
rebate on any account (except such payroll deductions as are permitted by regulations issued
by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amounts due at
time of payment computed at wages and bona fide fringe benefits (or cash equivalent thereof)
due at time of payment computed at wage rates not less than those contained in the wage
determination of the Secretary of Labor which is attached hereto and made a part hereof,
regardless of any contractual relationship which may be alleged to exist between the
Contractor and such laborers and mechanics. For the purpose of this paragraph, contributions
made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b) (2) of
the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such
laborers or mechanics, subject to the provisions of subparagraph (d) below; also, regular
contributions made or costs incurred for more than a weekly period (but not less often than
quarterly) under plans, funds, or programs, but covering the particular weekly period, are
deemed to be constructively made or incurred during such weekly period (29 CFR 5.5(a) (1)
(I)). Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits
on the wage scale, except as provided in paragraph B-4 of this clause. Laborers or mechanics
performing work in more than one classification maybe compensated at the rate specified for
each classification for the time actually worked therein: Provided, however, that the
employer's payroll records accurately set forth the time spent in each classification in which
work is performed. The wage determination(s) (including any additional classifications and
wage rates conformed under subparagraph (b) of this section) and the Davis -Bacon poster
shall be posted at all times by the Contractor and its subcontractors at the site of the work in a
prominent and readily accessible place where it can easily be seen by the workers.
(b) (1) Any class of laborers or mechanics, including apprentices and trainees, which is not listed
in the wage determination and which is to be employed under the Contract, shall be classified
or reclassified conformably to the wage determination. Approval will be given for an
additional classification and wage rate, and fringe benefits therefore, only when the following
criteria have been met:
(1) The work to be performed by the classification requested is not performed by a
classification in the wage determination; and
(ii) The classification is utilized in the area by the construction industry; and
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(iii) The proposed wage
rate, including any bona
fide
fringe benefits, bears a
reasonable relationship to
the wage rates contained in
the
wage determination.
(2) If the Contractor and the laborers and mechanics to be representatives, and the
City of Fayetteville agree on the classification and wage rate (including the amount
designated for fringe benefits where appropriate), a report of the action take shall be
sent by the City of Fayetteville to the FAA for tentative approval and transmittal to
the Department of Labor, Employment Standards Administration, Administrator of
the Wage and Hour Division, Washington, D.C. 20210. The Department of Labor
will approve, modify or disapprove every additional classification action within 30
days of receipt and so advise the FAA or will notify the FAA within the 30 -day
period that additional time is necessary. (29 CFR 5.5 (a) (1) (1)).
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(3) In the event the Contractor, the laborers or mechanics, including apprentices and
trainees, to be employed in the classification or their representatives and the Siloam
Springs Airport Commission do not agree on the proposed classification and wage
rate (including the amount designated for fringe benefits where appropriate), the
Siloam Springs Airport Commission shall send the questions, including the views of
all interested parties and the recommendation of the sponsor, to the FAA to be
referred, with the recommendation of the FAA, to the Department of Labor for final
determination. The Department of Labor will issue a determination within 30 days of
receipt or provide notification within the 30 -day period that additional time is
necessary. (Approved by the Office of Management and Budget under OMB control
number 1215-0140.)
(4) The wage rate (including fringe benefits where appropriate) determined pursuant
to subpara-aphs (b)(2) and (3) of this paragraph, shall be paid to all workers
performing work in the classification under this contract from the first day on which
work is performed in the classification.
(c) Whenever the minimum wage rate prescribed in the Contract for a class of laborers or
mechanics includes a fringe benefit which is not expressed as an hourly wage rate the
Contractor shall either pay the benefit as stated in the wage determination or shall pay
another bona fide fringe benefit or an hourly cash equivalent thereof. In the event the
interested parties cannot agree upon a cash equivalent of the fringe benefit, the question
accompanied by the recommendation of the FAA shall be referred to the Secretary of Labor
for determination (29 CFR 5.5(a)(I)(iii) ).
(d) If the Contractor does not make payments to a trustee or other third person, the
Contractor may consider as part of the wages of any laborer or mechanic the amount of any
' costs reasonably anticipated in providing bona fide fringe benefits under a plan or program.
Provided, however, that the Secretary of Labor has found, upon the written request of the
Contractor, that the applicable standards of the Davis -Bacon Act have been met. The
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Secretary of Labor may require the Contractor to set aside in a separate account assets for the
meeting of obligations under the plan or program. (29 CFR 5.5 (a) (1) (iv)).
B-2. Withholding: FAA from Sponsor pursuant to the terns of the grant agreements
between the United States and the City of Fayetteville relating to Airport Improvement
Program Number 3-05-0020-031 and Part 152 of the Federal Aviation Regulations (14 CFR
Part 152), the FAA may withhold or cause to be withheld from the Siloam Springs Airport
Commission so much of the accrued payments or advances as may be considered necessary
to pay laborers and mechanics, including apprentices and trainees, employed by the
Contractor or any subcontractor on the work the full amount of wages required by this
Contract. In the event of failure to pay any laborer or mechanics, including any apprentice,
trainee, or helper employed or working on the site of the work all or part of the wages
required by this contract, the FAA may after written notice to the Siloam Springs Airport
Commission take further action as may be necessary to cause the suspension of any further
payment or advance of funds until such violations have ceased (29 CFR 5.5 (a)(2).
B.3. Payrolls and Basic Records
(a) Payrolls and basic records relating thereto will be maintained during the course of the
work and preserved for a period of 3 years thereafter for all laborers and mechanics working
at the site of the work. Such records will contain the name and address of each such
employee, his correct classification, rates of pay (including rates of contributions or costs
anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in
Section 1 (b)(2) of the Davis -Bacon Act, daily and weekly number of hours worked,
deductions made and actual wages paid. Whenever the Secretary of Labor has found, under
29 CFR 5.5 (a) (1) (iv) (see sub -paragraph (d) of paragraph B -I above), that the wages of any
laborer or mechanic include the amount of any costs reasonably anticipated in providing
benefits under a plan or program described in Section 1 (b)(2)(B) of the Davis -Bacon Act, the
Contractor shall maintain records which show that the commitment to provide such benefits
is enforceable, that the plan or program is financially responsible, and that the plan or
program has been communicated in writing to the laborers or mechanics affected, and
records which show the costs anticipated or the actual costs incurred in providing such
benefits. Contractors employing apprentices or trainees under approved programs shall
maintain written evidence of the registration of apprenticeship programs and certification of
trainee programs, the registration of apprentices and trainees, and the ratios and wage rates
prescribed in the applicable programs (29 CFR 5.5 (a)(3)(I)).
(b) (1) The Contractor will submit weekly a copy of all payrolls to the Siloam Springs
Airport Commission for availability to the FAA, as required by paragraph 152.59(a).
The payrolls submitted shall set out accurately and completely all of the information
required to be maintained by paragraph B-3 (a) above. This information may be
submitted in any form desired. The Contractor is responsible for the submission of
copies of payrolls by all subcontractors.
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(2) Each payroll shall be accompanied by a "Statement of Compliance", signed by
the employer or his agent who pays or supervises the payment of persons employed
under the contract and shall certify the following:
(I) That the payroll for the payroll period contains the information required to be
maintained under paragraph B-3 (a) above and that such information is correct and
complete.
(ii) That each laborer and mechanic, including each helper, apprentice and
trainee, employed on the contract during the payroll period has been paid the full
weekly wages earned, without rebate, either directly or indirectly, and that no
deductions have been made either directly or indirectly from the full wages earned,
other than permissible deductions as set forth in Regulations 29 CFR Part 3.
(iii) That each laborer or mechanic has been paid not less than the applicable wage
rates and fringe benefits or cash equivalents for the classification of work performed,
as specified in the applicable wage determination incorporated into the contract.
(3) The weekly submission of a properly executed certification set forth on the
reverse side of Optional Form WH-347 shall satisfy the requirement for submission
of the "Statement of Compliance" required by paragraph B-3 (2) of this section.
(4) The falsification of any of the above certifications may subject the Contractor or
subcontractor to civil or criminal prosecution under Section 1001 or Title 18 and
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Section 231 of Title 31 of the United States code.
(c) The Contractor will make the records required under the labor standards clauses of the
contract available for inspection, copying or transcription by authorized representatives of the
sponsor, the FAA and the Department of Labor, and shall permit such representatives to
interview employees during working hours on the job.
(d) If the Contractor or subcontractor fails to submit the required records or to make them
available, the FAA may, after written notice to the sponsor or Contractor, take such action as
may be necessary to cause the suspension of any further payment, advance, or guarantee of
funds.
' Furthermore, failure to submit
the required records upon request or
to make
such records available
may be grounds for debarment
action pursuant to 29 CFR 5.12 (29
CFR 5.5
(a) (3) (ii)).
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BB=4 Apprentices and trainees
(a) Apprentices. Apprentices will be permitted to work at less than the predetermined rate
for the work they perform when they are employed and individually registered in a bona fide
apprenticeship program registered with the U.S. Department of Labor, Employment and
Training Administration, Bureau of Apprenticeship and Training, or with a State
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Apprenticeship Agency recognized by the Bureau, or if a person is employed in his first 90
days of probationary employment as an apprentice in such an apprenticeship program, who is
not individually registered in the program, but who has been certified by the Bureau of
Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be
eligible for probationary employment as an apprentice. The allowable ratio of apprentice to
journeymen in any craft classification shall not be greater than the ratio permitted to the
Contractor as to his entire work force under the registered program. Any employee listed on
a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated
above, shall be paid not less than the applicable wage rate determined by the Secretary of
Labor for the classification of work he actually performed. In addition, any apprentice
performing work on the job site in excess of the ratio permitted under the registered program
shall be paid not less than the applicable wage rate on the wage determination of the work
actually performed. Where a Contractor is performing construction on a project in a locality
other than that in which its program is registered, the ratios and wage rates (expressed in
percentages of the journeyman's hourly rate) specified in the Contractor's or subcontractor's
registered program shall be observed. Every apprentice must be paid at not less than the rate
specified in the registered program for the apprentice's level of progress, expressed as a
percentage of the journeyman hourly rate specified in the applicable wage determination.
Apprentices shall be paid fringe benefits in accordance with the provisions of the
apprenticeship program. If the apprenticeship program does not specify fringe benefits,
apprentices must be paid the full amount of the fringe benefits listed on the wage
determination for the applicable classification. If the Administrator determines that a
different practice prevails for the applicable apprentice classification, fringe benefits shall be
paid in accordance with that determination. In the event the Bureau of Apprenticeship and
Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of
the apprenticeship program, the Contractor will no longer be permitted to utilize apprentices
at less than the applicable predetermined rate for the work performed until an acceptable
program is approved. (29 CFR 5.5 (a) (4) (I)).
(b) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at
less than the predetermined rate for the work performed unless they are employed pursuant to
and individually registered in a program which has received prior approval, evidenced by
formal certification by the U.S. Department of Labor, Employment and Training
Administration, Bureau of Apprenticeship and Training. The ratio of trainees to journeymen
on the job site shall be not greater than permitted under the plan approved by the
Employment and Training Administration. Every trainee must be paid at not less than the
rate specified in the approved program for the trainee's level of progress, expressed as a
percentage of the journeyman hourly rate specified in the applicable wage determination.
Trainees shall be paid fringe benefits in accordance with the provisions of the trainee
program. If the trainee program does not mention fringe benefits, trainees shall be paid the
full amount of fringe benefits listed on the wage determination unless the Administration of
the Wage and Hour Division determines that there is an apprenticeship program associated
with the corresponding journeyman wage rate on the wage determination which provides the
less than full fringe benefits for apprentices. Any employee listed on the payroll at the
trainee rate who is not registered and participating in a training plan approved by the
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(c) Equal Employment Opportunity. The utilization of apprentices, trainees and journeymen
' under this paragraph shall be in conformity with the equal employment opportunity
requirements of Executive Order 11246, as amended and 29 CFR Part 30 (39 CFR 5.5
(a)(4)(iii)).
' (d) Application of 29 CFR Part 5.5 (a)(4). On contracts in excess of $2,000 the employment
of all apprentices and trainees as defined in 29 CFR 5.2 (c) shall be subject to the provisions
of 29 CFR Part 5.5 (a)(4) (see paragraph B-4 (a), (b) and (c) above).
' (e) Enforcement.
(1) The FAA shall promulgate the necessary regulations or procedures, for federally
' assisted construction programs for which it does not contract directly, necessary to
insure that contracts contain the provisions herein or such modifications thereof
which have been approved by the Department of Labor. No payment, advance, grant,
' loan or guarantee of funds shall be approved by the FAA after the beginning of
construction unless there is on file with the FAA a certification by the Contractor that
he and his subcontractors have complied or there is substantial dispute with respect to
' the required provisions (29 CFR 5.6 (a)(I )).
(ii) Enforcement activities, including the investigation of complaints of violations, to
'• insure compliance with the requirements of these provisions shall be the primary duty
of the FAA. The Department of Labor will coordinate its efforts with the FAA, as
may be necessary to ensure consistent enforcement of the requirements of these
provisions. Enforcement of these provisions shall be in accordance with 29 CFR 5.6.
BB5. Compliance with Copeland Regulations. The Contractor shall comply with the
Copeland Regulations (29 CFR Part 3) of the Secretary of Labor which are herein
incorporated by reference (29 CFR 5.5 (a) (5) ).
Employment and Training Administration shall be paid not less than the applicable wage rate
on the wage determination for the classification of work actually performed. In addition, any
trainee performing work on the job site in excess of the ratio permitted under the registered
program shall be paid not less than the applicable wage rate on the wage determination for
the work actually performed. In the event the Employment and Training Administration
withdraws approval of a training program, the Contractor will no longer be permitted to
utilize trainees at less than the applicable predetermined rate for the work performed until an
acceptable program is approved. (29 CFR 5.5 (a) (iii)).
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B-6. Compliance with Davis -Bacon and Related Acts Requirements. All rulings and
interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5
are herein incorporated by reference in this contract.
B-7. Disputes concerning Labor
Standards.
Disputes arising out
of the labor standards
provisions of this contract shall not
be subject
to the general disputes
clause of this contract.
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Such disputes shall be resolved in accordance with the procedures of the Department of
Labor set forth in 29 CRF Parts 5, 6, and 7. Disputes within the meaning of this clause
include sponsor, the U.S. Department of Labor, or the employees or their representatives.
BB=B. Certification of Eligibility.
ility.
(a) By entering into this contract, the Contractor certifies that neither it nor any person or
firm who has an interest in the Contractor's firm is a person or firm ineligible to be awarded
Government contracts by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12 (2)
M.
(b) No part of this contract shall be subcontracted to any person or firm ineligible for award
of a Government contract by virtue of Section 3(a) of the Davis -Bacon Act or CFR 5.12(a)
(1).
(c) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18
U.S.C. 1001.
B-9. Overtime Requirements. No Contractor or subcontractor contracting for any part of the
contract work which may require or involve the employment of laborers or mechanics shall
require or permit any laborer or mechanic in any work week in which he is employed on such
work to work in excess of 8 hours in any calendar day or in excess of 40 hours in such work
week unless such laborer or mechanic received compensation at a rate not less than 1-1/2
times his basic rate of pay for all hours worked in excess of 8 hours in any calendar day or in
excess of 40 hours in such work week, as the case may be (29 CFR 5.5 (c)(1)).
B=10. Violations, Liability for Unpaid Wages,Liquidated Damages. In the event of any
violation of paragraph B-6 of this provision, the Contractor and any subcontractor
responsible therefore shall be liable to any affected employee for his unpaid wages. In
addition, such Contractor and subcontractor shall be liable to the United States for liquidated
damages. Such liquidated damages shall be computed, with respect to each individual
laborer or mechanic employed in violation of said paragraph B-6 of this provision, in the sum
of $10 for each calendar day on which such employee was required or permitted to work in
excess of 8 hours or in excess of the standard work week of 40 hours without payment of the
overtime wages required by said paragraph B-6 of this provision (29 CFR 5.5 (c)(2)).
BB -11. Withholding for Unpaid Wages and Liquidated Damages, and Priority of Payment.
The FAA or the sponsor shall upon its own action or upon written request of an authorized
representative of the Department of Labor withhold or cause to be withheld, from any monies
payable on account of work performed by the Contractor or subcontractor under such
contract or any other Federal contract with the same prime Contractor, or any other federally -
assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held
by the same prime Contractor, such sums as may administratively be determined to be
necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages and
liquidated damages as provided in paragraph B-7 of this provision (29 CFR 5.5 (c) (3)).
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Wage, Labor, EEO & Safety Regulations - 8
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B- 12. Working Conditions. No Contractor may require any laborer or mechanic employed in
' the performance of the contract to work in surroundings or under working conditions that are
unsanitary, hazardous or dangerous to his health or safety as determined under construction
safety and health standards (29 CFR Part 1926; 37 F.R. 27503) issued by the Secretary of
' Labor.
B-13. Subcontracts. The Contractor will insert in each of his subcontracts the clauses
' contained in paragraphs B -I through B-1 1 of this provision, and also a clause requiring the
subcontracts to include these provisions in any lower tier subcontracts which they may enter
into, together with a clause requiring this insertion in any further subcontracts that may in
t turn be made. The Contractor shall be responsible for compliance by any subcontractor or
lower tier subcontractor with the labor standards clauses set forth (29 CFR 5.5 (a)(6), 5.5
(c)(4)).
' BB=14. Contract Termination: Debarment. A breach of clause B-1, through B-13 may be
grounds for termination of the Contract, and for debarment as a Contractor or subcontractor
' as provided for in 29 CFR 5.12.
' SECTION C (EQUAL EMPLOYMENT OPPORTUNITY CLAUSE)
During the performance of this Contract, the Contractor agrees as follows:
C=I. The Contractor will not discriminate against any employee or applicant for employment
because of race, color, religion, sex or national origin. The Contractor will take affirmative action to
ensure that applicants are employed, and that employees are treated during employment without
regard to their race, color, sex or national origin. Such action shall include, but not be limited to the
following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising;
' layoff or termination, rates of pay or other forms of compensation; and selection for training,
including apprenticeship. The Contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided setting forth the provisions of this
' nondiscrimination clause.
C-2. The Contractor will, in all solicitations or advertisements for employees placed by or on
' behalfof the Contractor, state that all qualified applicants will receive consideration for employment
without regard to race, color, relation sex or national origin.
C-3. The Contractor will send to each labor union or representative of workers with which he
has a collective bargaining agreement or other contract or understanding, a notice to be provided,
advising the said labor union or workers' representatives of the Contractor's commitments under this
'section, and shall post copies of the notice in conspicuous places available to employees and
applicants for employment.
' C-4. The Contractor will comply with all provisions of Executive Order 1 1246 of September
24, 1965, as amended, and of the rules, regulations, and relevant orders of the Secretary of Labor.
1:U002WL 103\SPECS\EO.IX)C Wage, Labor, EEO & Safety Regulations -9
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C-5. The Contractor will furnish all information and reports required by Executive Order
11246 of September 24, 1965, as amended, and by rules, regulations, and orders of the Secretary of
Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the
administering agency and the Secretary of Labor for purposes of investigation to ascertain
compliance with such rules, regulations, and others.
C-6. In the event of the Contractor's noncompliance with the nondiscrimination clauses of
this contract or with any of the said rules, regulations, or orders, this contract may be canceled,
terminated, or suspended in whole or in part and the Contractor maybe declared ineligible for further
government contracts or federally assisted construction contracts in accordance with procedures
authorized in Executive Order 11246 of September 24, 1965, as amended, and such other sanctions
may be imposed and remedies invoked as provided in Executive Order 11246 of September 24,
1965, as amended, or by rules, regulations, or orders of the Secretary of Labor, or as otherwise
provided by law. ,
C-7. The Contractor will include the portion ofthe sentence immediately preceding paragraph
C-1 and the provisions of paragraphs C-1 through C-7 in every subcontract or purchase order unless
exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of
Executive Order 11246 of September 24, 1965, as amended, so that such provisions will be binding
upon each subcontractor or vendor. The Contractor will take such action with respect to any
subcontract or purchase order as the administering agency may direct as a means of enforcing such
provisions, including sanctions for non-compliance: Provided, however, that in the event a
Contractor becomes involved, in, or is threatened with, litigation with a subcontractor or vendor as a
result of such direction by the administering agency, the Contractor may request the United States to
enter into such litigation to protect the interest of the United States.
SECTION D (HEALTH AND SAFETY REQUIREMENTS)
DD -1. It is a condition of this Contract, and shall be made a condition of each subcontract '
entered into pursuant to this contract, that the Contractor shall not require any laborer or mechanic
employed in performance of the contract work in surroundings or under working conditions which
are unsanitary, hazardous, or dangerous to his health or safety, as determined under Construction
Safety and Health Standards Title 29 Code of Federal Regulations, Part 1518 36 F.R. 7340
promulgated by the United States Secretary of Labor, in accordance with Section 107 of the Contract
Work Hours and Safety Standards Act, 83 STAT. 96).
D-2. MANDATORY CONDITIONS INVOLVING ELECTRICAL ENERGY OR OTHER
HAZARDOUS ENERGY SOURCES For projects involving electrical energy or other hazardous
energy sources, the Contractor shall submit a copy of their Lockout/Tagout program which meets the ,
requirements of 20 CFR 1910.331, Safety Related Work Practices (OSHA). During the performance
of electrical work, it is recommended that an unannounced inspection be performed by the airport
sponsor or his agent to determine if the Lockout/Tagout program is being followed. Immediate
action shall be taken to correct noncompliance, including suspension of work when necessary.
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SECTION E (AIR AND WATER QUALITY STANDARDS)
E- 1. Any other provision herein to the contrary notwithstanding, the Contractor in carrying
out work under this Contract, shall at all times comply with all applicable state and federal air and
water quality standards; with all pollution control laws; and with such rules, regulations, and
directives as may be lawfully issued by a local, state or federal agency having within its jurisdiction
the protection of the environment in the area surrounding where work under this contract will be
performed. In addition, the Contractor shall comply with directives given by the Project Engineer in
implementation of the letter and intent of FAA Advisory Circular 150/5370-10 entitled Item P-1 56,
Temporary Air and Water Pollution, Soil Erosion and Siltation Control. Copies of this Advisory
Circular can be obtained free of charge from Department of Transportation, Distribution Unit,
TAD -484.3, Washington, D.C. 20590.
E-2. Contractors and subcontractors agree:
(a) That any facility to be used in the performance of the contract or to benefit from the
Contract is not listed on the Environmental Protection Agency (EPA) List of Violating
Facilities.
(b) To comply with all the requirements of Section 114 of the Clean Air Act and Section 308
of the Federal Water Pollution Control Act and all regulations issued thereunder.
(c) That as a condition for award of a Contract he will notify the awarding official of the
receipt of any communication from the EPA indicating that a facility to be utilized for
performance of or benefit from the Contract is under consideration to be listed on the EPA
List of Violating Facilities.
(d) To include or cause to be included in any Contract or subcontract which exceeds
S 100,000 the aforementioned criteria and requirements.
SECTION F (STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY
CONSTRUCTION CONTRACT SPECIFICATIONS (Executive Order 11246, as amended))
F -l. As used in these Specifications:
(a) "Covered area" means the geographical area described in the solicitation from which this
contract resulted;
(b) "Director" means Director, Office of Federal Contract Compliance Programs (OFCCP),
U.S. Department of Labor, or any person to whom the Director delegates authority;
0 "Employer identification number" means the Federal social security number used on the
Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941;
(d) "Minority" includes:
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(I) Black (all persons having origins in any of the Black African racial groups not of
Hispanic origin);
(2) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South
America, or other Spanish culture or origin regardless of race);
(3) Asian and Pacific Island (all persons having origins in any of the original peoples
of the Far East, Southeast, Asia, the Indian Subcontinent, or the Pacific Islands); and
(4) American Indian and Alaskan Native (all persons having origins in any of the
original peoples of North America and maintaining identifiable tribal affiliations
through membership and participation or community identification).
F-2. Whenever the Contractor, or any subcontractor any peer, subcontracts a portion of the
work involving any construction trade, it shall physically include in each subcontract in excess of
$10,000 the provisions of these Specifications and the notice which contains the applicable goals for
minority and female participation and which is set forth in the solicitations from which this Contract
resulted.
F-3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan
approved by the U.S. Department of Labor in the covered area either individually or through an
association, its affirmative action obligations on all work in the plan area (including goals and
timetables) shall be in accordance with that plan for those trades which have unions participation in
and compliance with the provisions of any such Hometown Plan. Each Contractor or subcontractor
participating in an approved plan is individually required to comply with its obligations under the
EEO clause and to make a good faith effort to achieve each goal under the plan in each trade in
which it has employees. The overall good faith performance by other Contractors or subcontractors
toward a goal in an approved plan does not excuse any covered Contractor's or subcontractor's failure
to take good faith efforts to achieve the plan goals and timetables.
F-4. The Contractor shall implement the specific affirmative action standards provided in
paragraphs F -7.a. through F -7.p. of these Specifications. The goals set forth in the solicitation from
which this Contract resulted are expressed as percentages of the total hours of employment and
training of minority and female utilization; the Contractor should reasonably be able to achieve in
each construction trade in which it has employees in the covered
area. The Contractor is expected to make substantially uniform progress towards its goals in each
craft during the period specified.
F-5. Neither the provisions of any collective bargaining agreement nor the failure by a union
with whom the Contractor has a collective bargaining agreement to refer either minorities or women
shall excuse the Contractor's obligations under these Specifications, Executive Order 11246, as
amended, or the regulations promulgated pursuant thereto.
F-6. In order for the nonworking training hours of apprentices and trainees to be counted in
meeting the goals, such apprentices and trainees must be employed by the Contractor during the
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training period and the Contractor must have made a commitment to employ the apprentices and
trainees at the completion of their training, subject to the availability of employment opportunities.
Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor.
F-7. The Contractor shall take specific affirmative actions to insure EEO. The evaluation of
the Contractor's compliance with these Specifications shall be based upon its effort to achieve
maximum results from its actions. The Contractor shall document these efforts fully and shall
implement affirmative action steps at least as extensive as the following:.
(a) Ensure and maintain a working environment free of harassment, intimidation, and
coercion at all sites, and in all facilities at which the Contractor's employees are assigned to
work. The Contractor, where possible, will assign two or more women to each construction
project. The Contractor shall specifically insure that all foremen, superintendents, and other
on -site supervisory personnel arc aware of and carry out the Contractor's obligation to
maintain such a working environment, with specific attention to minority or female
individuals working such sites or in such facilities.
(b) Establish and maintain a current list of minority and female recruitment sources, provide
written notification to minority and female recruitment sources and to community
organizations when the Contractor or its unions have
employment opportunities available, and maintain a record of the organizations' responses.
(c) Maintain a current file of the names, addresses, and telephone numbers of each minority
and female off -the -street applicant and minority or female referral from a union, a
recruitment source, or community organization and of what action was taken with respect to
each such individual. If such individual was sent to the union hiring hall for referral and was
not referred back to the Contractor by the union or, if referred, not employed by the
Contractor, this shall be documented in the file with the reason therefore along with whatever
additional actions the Contractor may have taken.
' (d) Provide immediate written notification to the Director when the union or unions with
which the Contractor has a collective bargaining agreement has not referred to the Contractor
a minority person or woman sent by the Contractor, or when the Contractor has other
' information that the union referral process has impeded the Contractor's efforts to meet its
obligations.
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(e) Develop on-the-job training opportunities and/or participate in training programs for the
area which expressly include minorities and women, including upgrading programs and
apprenticeship and trainee programs relevant to the Contractor's employment needs,
especially those programs funded or approved by the Department of Labor. The Contractor
shall provide notice of these programs to the sources compiled under 7b above.
(f) Disseminate the Contractor's EEO policy by providing notice of the policy to unions and
training programs and requesting their cooperation in assisting the Contractor in meeting its
EEO obligations; by including it in any policy manual and collective bargaining agreement;
1.'IXu'022103'SPECSuieo.Ix c Wage, Labor, ELO & Safety Regulations - 13
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by publicizing it in the company newspaper, annual report, etc; by specific review of the
policy with all management personnel and with all minority and female employees at least
once a year; and by posting the company EEO policy on bulletin boards accessible to all
employees at each location where construction work is performed.
(g) Review, at least annually, the company's EEO policy and affirmative action obligations
under these Specifications with all employees having any responsibility for hiring,
assignment, layoff, termination, or other employment decisions including specific review of
these items with on -site supervisory personnel such as superintendents, general foreman, etc.,
prior to the initiation of construction work at any job site. A written record shall be made
and maintained identifying the time and place of these meetings, persons attending, subject
matter discussed, and disposition of the subject matter.
(h) Disseminate the Contractor's EEO policy externally by including it in any advertising in
the news media, specifically including minority and female news media, and providing
written notification to and discussing the Contractor's EEO policy with other Contractors and
subcontractors with whom the Contractor does or anticipates doing business.
(I) Direct its recruitment efforts, both oral and written, to minority, female, and community
organizations, to schools with minority and female students; and to minority and female
recruitment and training organizations serving the Contractor's recruitment area and
employment needs. Not later than one month prior to the date for the acceptance of
applications for apprenticeship or other training by any recruitment source, the Contractor
shall send written notification to organizations, such as the above, describing the openings,
screening procedures, and tests to be used in the selection process.
(j) Encourage present minority and female employees to recruit other minority persons and
women and, where reasonable, provide after school, summer, and vacation employment to
minority and female youth both on the site and in other areas of a Contractor's work force.
(k) Validate all tests and other selection requirements where there is an obligation to do so
under 41 CFR Part 60-3.
(1) Conduct, at least annually, an inventory and evaluation, at least of all minority and female
personnel, for promotional opportunities and encourage these employees to seek or to
prepare for, through appropriate training, etc., such opportunities.
(m) Ensure that seniority practices, job classifications, work assignments, and other
personnel practices do not have a discriminatory effect by continually monitoring all
personnel and employment related activities to insure that the EEO policy and the
Contractor's obligations under these Specifications are being carried out.
(n) Ensure that all facilities and company activities are nonsegregated except that separate or
single -user toilet and necessary changing facilities shall be provided to assure privacy
between the sexes.
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(o) Document and maintain a record of all solicitations of offers for subcontracts from
minority and female construction Contractors and suppliers, including circulation of
solicitations to minority and female Contractor associations and other business associations.
(p) Conduct a review, at least annually, of all supervisor's adherence to and performance
under the Contractor's EEO policies and affirmative action obligations.
' FF=8. Contractors are encouraged to participate in voluntary associations which assist in
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fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a
Contractor association, joint Contractor -union, Contractor -community, or other similar groups of
which the Contractor is a member and participant, maybe asserted as fulfilling any one or more of its
obligations under 7a through p of these Specifications provided that the Contractor actively
participates in the group, makes every effort to assure that the group has a positive impact on the
employment of minorities and women in industry, ensures that the concrete benefits of the program
are reflected in the Contractor's minority and female work force participation, makes a good faith
effort to meet its individual goals and timetables, and can provide access to documentation which
demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to
comply however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a
defense for the Contractor's noncompliance.
F-9. A single goal for minorities and a separate single goal for women have been established.
The Contractor, however, is required to provide EEO and take affirmative action for all minority
groups, both male and female, and all women, both minority and non -minority. Consequently, the
Contractor may be in violation of the executive order if a particular group is employed in a
substantially disparate manner (for example, even though the Contractor has achieved its goals for
women generally, the Contractor may be in violation of the executive order if a specific minority
group of women is under utilized).
F- The Contractor shall not use the goals and timetables or affirmative action standards to
discriminate against any person because of race, color, religion, sex, or national origin.
FFI 11. The Contractor shall not enter into any subcontract with any person or firm debarred
from Government contracts pursuant to Executive Order 11246, as amended.
FF12. The Contractor shall carry out such sanctions and penalties for violation of these
Specifications and of the Equal Opportunity Clause, including suspension, termination, and
cancellation of existing subcontracts as may he imposed or ordered pursuant to Executive Order
11246, as amended, and its implementing regulations, by the OFCCP. Any Contractor who fails to
carry out such sanctions and penalties shall be in violation of these Specifications and Executive
Order 11246, as amended.
F- 1 3. The Contractor, in fulfilling its obligations under these Specifications, shall implement
specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of
these Specifications, so as to achieve maximum results from its efforts to insure equal employment
J' 002'oznorsvecsaato rxx: Wage. Labor. EEO & Safety Regulations - I5
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opportunity. If the Contractor fails to comply with the requirements of the executive order, the
implementing regulations, or these Specifications, the Director shall proceed in accordance with 41
CFR 60-4.8.
F-14. The Contractor shall designate a responsible official to monitor all employment related
activity to insure that the company EEO policy is being carried out, to submit reports relating to the
provisions hereof as maybe required by the Government, and to keep records. Records shall at least
include for each employee, the name, address, telephone number, construction trade, union affiliation
if any, employee identification number when assigned, social security number, race, sex, status (e.g.,
mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked.per week
in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be
maintained in an easily understandable and retrievable form; however, to the degree that existing
records satisfy this requirement, Contractors shall not be required to maintain separate records.
F- 15. Nothing herein provided shall be construed as a limitation upon the application of other
laws which establish different standards of compliance or upon the application of requirements for
the hiring of local or other area residents (e.g., those under the Public Works Employment Act of '
1977 and the Community Development Block Grant Program).
SECTION G (DISADVANTAGED BUSINESS ENTERPRISE CONTRACT PROVISIONS)
G_1. Policy. It is the policy of the Department of Transportation (DOT) that disadvantaged '
business enterprises as defined in 49 CFR Part 23 shall have the maximum opportunity to participate
in the performance of contracts financed in whole or in part with Federal funds under this agreement.
Consequently, the DBE requirements of 49 CFR Part 23 apply to this Agreement.
G-2. DBE Obligation. The Contractor agrees to ensure that disadvantaged business
enterprises as defined in 49 CFR Part 23 have the maximum opportunity to participate in the
performance of contracts and subcontracts financed in whole or in part with Federal funds provided
under this agreement. In this regard all Contractors shall take all necessary and reasonable steps in
accordance with 49 CFR Part 23 to ensure that disadvantaged business enterprises have the
maximum opportunity to compete for and perform contracts. Contractors shall not discriminate on
the basis of race, color, national origin or sex in the award and performance of DOT -assisted
contracts.
G-3. Compliance. All bidders, potential Contractors, or subcontractors for this DOT assisted
contract are hereby notified that failure to carry out the DOT policy and the DBE obligation, as set
forth above shall constitute a breach of contract which may result in termination of the contract or
such other remedy as deemed appropriate by the Owner.
G-4. Subcontract Clauses. All bidders and potential Contractors hereby assure that they will ,
include the above clauses in all subcontracts which offers further subcontracting opportunities.
G-5. It is Further Understood and Agreed.
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(a) The award selection procedure for this solicitation will include the selection criteria of49
CFR Part 23.45 (1) to ensure that prime contracts arc awarded to competitors that meet
Disadvantaged Business Enterprise (DBE) goals.
' (b) Notification is hereby given that DBE contract goals are established for this prime
contract. The goal for firms owned and controlled by socially and economically
disadvantaged individual is 10 percent of the dollar value of this contract.
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(c) After opening of bids, the apparent successful bidder will be required to submit the
names and addresses of DBE firms that will participate in the contract along with a
description of the work and dollar amount for each firm. If the responses do not clearly show
DBE participation will meet the goals above, the apparent successful bidder must clearly
demonstrate, to the satisfaction of the airport sponsor, that a good faith effort has in fact been
made and that meeting said goals is not reasonably possible. If any apparent low bidder
cannot do so, the contract may, at the option of the airport sponsor, be awarded to the next
low bidder able to meet these requirements.
Agreements between bidder/proposer and a DBE in which the DBE promises not to provide
subcontracting quotations to other bidder/proposers are prohibited. All bidders and
proposers shall make a good faith effort to replace a DBE subcontractor that is unable to
perform successfully with another DBE sub -contractor.
The bidder shall establish and maintain records and submit regular reports, as required,
which will identify and assess progress in achieving DBE subcontract goals and other DBE
affirmative action efforts.
SECTION H (MONTHLY EMPLOYMENT UTILIZATION REPORT (Standard Form 257 -
Aug. 1976) Authorized By Section 204 Of Executive Order 11246 and 41 CFR 60-1.4(5))
The Contractor will file with the Area Director, U. S. Dept. of Labor, CFCCP, P. O. Box
1296, Little Rock, Arkansas 72203, to reach that office by the fifth of each month, beginning with
the effective date of the contract for the duration of the contract, Monthly Employment Utilization
Reports (Standard Form 257 following page), in accordance with the instructions contained on the
form. Members of the Associated General Contractors Highway Heavy Affirmative Action Plan are
not required to submit Form CC -257 unless requested.
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GENERAL DECISION AR030007 06/13/2003 AR7
Date: June 13, 2003
General Decision Number AR030007
Superseded General Decision No. AR020007
State: Arkansas
Construction Type:
HIGHWAY
STATEWIDE
' CONSTRUCTION, ALTERATION, AND/OR REPAIR OF STREETS, HIGHWAYS,
AND RUNWAY PROJECTS (does not include strct'ures or. highway rest
areas)
' Modification Number Publication Date
0 06/13/2003
ICOUNTY(ies
STATEWIDE
' SUAR2001A 01/19/1990
Rates Fringes
BRICKLAYERS 7.20
'
CARPENTERS 7.20
CONCRETE FIN:SH.ERS 7.20
ELECTRICIANS 8.75
IRONWORKERS:
Structural 6.30
Reinforcing 5.45
LABORERS:
Air tool operators 5.15
Asphalt neater operators 5.15
Asphalt rakers 5.85
Char. saw oeprators 5.15
Checker graders 5.45
Concrete joint sealers 5.15
'
Concrete saw operators 5.15
Formsetters 5.45
Laborers 5.15
' Pipelayers 5.45
Powdermcn 6.40
Vibratorm.en 5.15
PAINTERS 6.20
PILE DRIVER LEADMEN 6.20
POWER EQUIPMENT OPERATORS:
Aggregate Spreader operators 5.80
Asphalt plant firemen 5.:5
' Asphalt plantdr:ver operators 5.15
Batch plant operators 5.80
Bulldozer Operators:
Finish 6.90
' Rough 5.65
Bull Float operators 5.65
Concrete curing machine operators 5.65
Concrete fixer operators:
Less than S sacks 5.15
5 sacks and over 6.20
Back.`.oe Operator - Rubber tired
(1 yard o: less) 6.:0
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Cherry picker operators
6.10
Concrete paver operators
6.70
Concrete sperader operators
6.70
Crane, Derrick, Dragline,
Shovel, Backhoe, Operators
1-1/2 yards or less
6.70
over 1-1/2 yards
7.20
Crusher operators
5.65
Distributor operators
5.65
Drill operators (Wagon or
truck) 5.65
Elevating Grader operators 6.70
Euclid or like equipment
operator (Bottom or end
dump) 5.25
Finishing Machine Operators 6.10
Flaggers 5.15
Forklift operators 5.15
Form grader operators 5.15
Front end loader operators
Finish 6.70
Rough 5.65
Hdro Seeder operators 5.15
Mechanics 6.90
Motor Patrol Operators:
Finish 6.90
Rough 5.65
Mulching machine operators 5.15
Oilers and Greasers 5.45
Piledriver operators 6.20
Power broom operators 5.15
Pug mill operators 5.15
Roller Operators (self
propelled) 5.25
Scraper Operators:
Finish 6.90
Rough 5.65
Sod slicing machine operators 5.15
Stabilizer mixing machine
operators 5.65
• Tractor operators (crawler
type) 5.15
Tractor operators (farm and
sheel) 5.15
Tractor operators -wheel type
(with attach. -1 yd. or under) 5.55
Trenching Machine operators 5.55
STONEMASONS 7.20
TRUCK DRIVERS:
Distributor truck drivers 5.45
Semi -trailer 5.45
Lowboy drivers 5.65
Transit mix truck drivers 5.45
Truck Drivers (heavy -
maximum pay load in
excess of 3,000 lbs.) 5.15
Truck Drivers (light -
maximum pay load 3,000 lbs.) 5.15
WELL DRILLERS 6.90
WELDERS - Receive rate prescribed for craft performing operation
to which welding is incidental.
Unlisted classifications needed for work not included within
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IWAIS Document Retrieval • I. Page 3 of 3
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29 CFR 5.5(a)(1)(ii)).
In the listing above, the "SU" designation means that rates
listed under that identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
• an existing published wage determination
a survey underlying a wage decera.ination
• a Wage and Hour Division letter setting forth a
position on a wage deter:r.inalion matter
• a conformance (additional classification and rate)
ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis -Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
' and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the Branch
of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hosr Division
U. S. Department cf Labor
200 Constitution Avenge, N. N.
Washington, D. C. 2021C
2.) if the answer to the question in 1.) is yes, then an
interested party (those af•-ec_ed by the action) can request
review and reconsideration from the Wage and Hoar Administrator
(See 29 CFR ?art 1.6 and 29 CFR Fart 7). write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage payment
data, project description, area practice material, etc.) that the
recuestor considers relevant to the issue.
3.; if the decision of the Ater.::nst.ratcr is :not favorable, an
te inrested party may appeal directly to the Administrative Review
Board (formerly the Wage Appeals Board). Write to:
I
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U. S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERi.L DECISION
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SECTION 10
DEFINITION OF TERMS
Whenever the following terms are used in these specifications, in the contract, in any documents or
other instruments pertaining to construction where these specifications govern, the intent and
meaning shall be interpreted as follows:
10-01 AASHTO. The American Association of State Highway and Transportation Officials, the
successor association to AASHO.
10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements constructed thereon
connecting the airport to a public highway.
10-03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for
work to he performed and materials to be furnished.
' 10-04 AIP. The Airport Improvement Program, a grant-in-aid program, administered by the
Federal Aviation Administration.
' 10-05 AIR OPERATIONS AREA. For the purpose of these specifications, the term air operations
area shall mean any area of the airport used or intended to be used for the landing, takeoff, or surface
' maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are
used or intended to be used for the unobstructed movement of aircraft in addition to its associated
runway, taxiway, or apron.
1 10-06 AIRPORT. Airport means an area of land or water which is used or intended to be used for
the landing and takeoff of aircraft, and includes its buildings and facilities, if any.
10-07 ASTM. The American Society for Testing and Materials.
10-08 AWARD. The acceptance, by the owner, of the successful bidder's proposal.
10-09 BIDDER. Any individual, partnership, firm, or corporation, acting directly or through a duly
authorized representative, who submits a proposal for the work contemplated.
10-10 BUILDING AREA. An area on the airport to be used, considered, or intended to be used for
' airport buildings or other airport facilities or rights -of -way together with all airport buildings and
facilities located thereon.
' 10-11 CALENDAR DAY. Every day shown on the calendar.
.10-12 CHANGE ORDER. A written order to the Contractor covering changes in the plans,
specifications, or proposal quantities and establishing the basis of payment and contract time
adjustment, if any, for the work affected by such changes. The work, covered by a change order,
shall be within the scope of the contract.
J.\2002'022103\SPECS\G EN ERAL PRO V DOC General Provisions - I
10-13 CONTRACT. The written agreement covering the work to be performed. The awarded
contract shall include, but is not limited to: The Advertisement; The Contract Form; The Proposal;
The Performance Bond; The Payment Bond; any required insurance certificates; The Specifications;
The Plans, and any addenda issued to bidders.
10-14 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in '
the contract.
10-15 CONTRACT TIME. The number of calendar days or working days, stated in the proposal, I
allowed for completion of the contract, including authorized time extensions. If a calendar date of
completion is stated in the proposal, in lieu of a number of calendar or working days, the contract
shall be completed by that date.
10-16 CONTRACTOR. The individual, partnership, firm, or corporation primarily liable for the
acceptable performance of the work contracted and for the payment of all legal debts pertaining to
the work who acts directly or through lawful agents or employees to complete the contract work.
10-17 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface or
subsurface waters are collected and conducted from the airport area.
10-18 ENGINEER. The individual, partnership, fine, or corporation duly authorized by the owner
(sponsor) to be responsible for engineering supervision of the contract work and acting directly or
through an authorized representative.
10-19 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and
maintenance, and also all tools and apparatus necessary for the proper construction and acceptable
completion of the work.
10-20 EXTRA WORK. An item of work not provided for in the awarded contract as previously
modified by change order or supplemental agreement, but which is found by the Engineer to be
necessary to complete the work within the intended scope of the contract as previously modified.
10-21 FAA. The Federal Aviation Administration of the U.S. Department of Transportation. When
used to designate a person, FAA shall mean the Administrator or his/her duly authorized
representative. I
10-22 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and '
supplements, amendments, and indices thereto are prepared and issued by the General Services
Administration of the Federal Government.
10-23 INSPECTOR. An authorized representative of the Engineer assigned to make all necessary '
inspections and/or tests of the work performed or being performed, or of the materials furnished or
being furnished by the Contractor.
10-24 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the words
"directed," "required," "permitted," "ordered," "designated," "prescribed," or words of the like
import are used, it shall be understood that the direction, requirement, permission, order, designation,
J:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 2
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or prescription of the Engineer is intended; and similarly, the words "approved," "acceptable,"
' "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to
the Engineer, subject in each case to the final determination of the owner.
Any reference to a specific requirement of a numbered paragraph of the contract specifications or a
cited standard shall be interpreted to include all general requirements of the entire section,
specification item, or cited standard that may be pertinent to such specific reference.
10-25 LABORATORY. The official testing laboratories of the owner or such other laboratories as
maybe designated by the Engineer.
1 10-26 LIGHTING. A system of fixtures providing or controlling the light sources used on or near
the airport or within the airport buildings. The field lighting includes all luminous signals, markers,
' floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft
landing at, taking off from, or taxiing on the airport surface.
10-27 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any item
that is listed in the proposal, the total cost of which is equal to or greater than 20 percent of the total
amount of the award contract. All other items shall be considered minor contract items.
10-28 MATERIALS. Any substance specified for use in the construction of the contract work.
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10-29
NOTICE TO
PROCEED. A
written notice
to the Contractor to begin the actual contract
work on a previously
agreed to date.
If applicable,
the Notice to Proceed shall state the date on
which
the contract time
begins.
10-30 OWNER (SPONSOR). The term owner shall mean the party of the first part or the
contracting agency signatory to the contract. For AIP contracts, the term sponsor shall have the
same meaning as the term owner.
10-31 PAVEMENT. The combined surface course, base course, and subbase course, if any,
considered as a single unit.
10-32 PAYMENT BOND. The approved form of security furnished by the Contractor and his/her
surety as a guaranty that he will pay in full all hills and accounts for materials and labor used in the
construction of the work.
10-33 PERFORMANCE BOND. The approved form of security furnished by the Contractor and
his/her surety as a guaranty that the Contractor will complete the work in accordance with the terms
of the contract.
10-34 PLANS. The official drawings or exact reproductions which show the location, character,
dimensions and details of the airport and the work to be done and which are to be considered as a
part of the contract, supplementary to the specifications.
1 '?002'022103\SPGCS\GEN ERAL PROV.IX)C General Provisions - 3
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10-35 PROJECT. The agreed scope of work for accomplishing specific airport development with
respect to a particular airport.
10-36 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal
form) to perform the contemplated work and furnish the necessary materials in accordance with the
provisions of the plans and specifications.
10-37 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the
bidder will enter into a contract if his/her proposal is accepted by the owner.
10-38 RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft.
10-39 SPECIFICATIONS. A part of the contract containing the written directions and
requirements for completing the contract work. Standards for specifying materials or testing which
are cited in the contract specifications by reference shall have the same force and effect as if
included in the contract physically.
10-40 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets, retaining
walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes,
handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids;
buildings; vaults; and, other manmade features of the airport that may be encountered in the work
and not otherwise classified herein.
10-41 SUBGRADE. The soil which forms the pavement foundation. ,
10-42 SUPERINTENDENT. The Contractor's executive representative who is present on the work
during progress, authorized to receive and fulfill instructions from the Engineer, and who shall
supervise and direct the construction.
10-43 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor and the
owner covering: (1) work that would increase or decrease the total amount of the awarded contract,
or any major contract item, by more than 25 percent, such increased or decreased work being within
the scope of the originally awarded contract; or (2) work that is not within the scope of the originally
awarded contract.
10-44 SURETY. The corporation, partnership, or individual, other than the Contractor, executing
payment or performance bonds which are furnished to the owner by the Contractor.
10-45 TAXIWAY. For the purpose of this document, the term taxiway means the portion of the air
operations area of an airport that has been designated by competent airport authority for movement
of aircraft to and from the airport's runways or aircraft parking areas. I
10-46 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals necessary or
convenient to the Contractor's performance of all duties and obligations imposed by the contract,
plans, and specifications.
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10-47 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or
Sunday on which the normal working forces of the Contractor may proceed with regular work for at
least 6 hours toward completion of the contract. Unless work is suspended for causes beyond the
Contractor's control, Saturdays, Sundays and holidays on which the Contractor's forces engage in
regular work, requiring the presence of an inspector, will be considered as working days.
END OF SECTION 10
-ix�z\ozzio3\srecscexr:k,v, Peov Ix)C General Provisions - 5
• SECTION 20 '
PROPOSAL REQUIREMENTS AND CONDITIONS ,
20-01 ADVERTISEMENT (Notice to Bidders).
20-02 PREQUALIFICATION OF BIDDERS. Each bidder shall furnish the owner satisfactory
evidence of his/her competency to perform the proposed work. Such evidence of competency,
unless otherwise specified, shall consist of statements covering the bidder's past experience on
similar work, a list of equipment that would be available for the work, and a list of key personnel
that would be available. In addition, each bidder shall furnish the owner satisfactory evidence of
his/her financial responsibility. Such evidence of financial responsibility, unless otherwise specified,
shall consist of a confidential statement or report of the bidder's financial resources and liabilities as
of the last calendar year or the Contractor's last fiscal year. Such statements or reports shall be
certified by a public accountant. At the time of submitting such financial statements or reports, the
bidder shall further certify whether his/her financial responsibility is approximately the same as
stated or reported by the public accountant. If the bidder's financial responsibility has changed, the
bidder shall qualify the public accountant's statement or report to reflect his/her (bidder's) true
financial condition at the time such qualified statement or report is submitted to the owner.
Unless otherwise specified, a bidder may submit evidence that he is prequalified with the State
Highway Division and is on the current "bidder's list" of the state in which the proposed work is
located. Such evidence of State Highway Division prequalification maybe submitted as evidence of
financial responsibility in lieu of the certified statements or reports hereinbefore specified.
Each bidder shall submit "evidence of competency" and "evidence of financial responsibility" to he
owner no later than 10 days prior to the specified date for opening bids.
20-03 CONTENTS OF PROPOSAL FORMS. The owner shall furnish bidders with proposal
forms. All papers bound with or attached to the proposal forms are necessary parts and must not be
detached.
The plans specifications, and other documents designated in the proposal form shall be considered a
part of the proposal whether attached or not.
20-04 ISSUANCE OF PROPOSAL FORMS. The owner reserves the right to refuse to issue a
proposal form to a prospective bidder should such bidder be in default for any of the following
reasons:
a. Failure to comply with any prequalification regulations of the owner, if such regulations
are cited, or otherwise included, in the proposal as a requirement for bidding. II
b. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former
contracts in force (with the owner) at the time the owner issues the proposal to a prospective bidder.
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c. Contractor default under previous contracts with the owner.
d. Unsatisfactory work on previous contracts with the owner.
20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate of
quantities of work to be done and materials to be furnished under these specifications is given in the
proposal. It is the result of careful calculations and is believed to be correct. It is given only as a
basis for comparison of proposals and the award of the contract. The owner does not expressly or by
implication agree that the actual quantities involved will correspond exactly therewith; nor shall the
bidder plead misunderstanding or deception because of such estimates of quantities, or of the
character, location, or other conditiops pertaining to the work. Payment to the Contractor will be
made only for the actual quantities of work performed or materials furnished in accordance with the
plans and specifications. It is understood that the quantities may be increased or decreased as
hereinafter provided in the subsection titled ALTERATION OF WORK AND QUANTITIES of
Section 40 without in any way invalidating the unit bid prices.
20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is expected to
carefully examine the site of the proposed work, the proposal, plans specifications, and contract
forms. He shall satisfy himself as to the character, quality, and quantities of work to be performed,
materials to be furnished, and as to the requirements of the proposed contract. The submission of a
proposal shall be prima facie evidence that the bidder has made such examination and is satisfied as
to the conditions to be encountered in performing the work and as to the requirements of the
proposed contract, plans, and specifications.
Boring logs and other records of subsurface investigations and tests are available for inspection of
bidders. It is understood and agreed that such subsurface information, whether included in the plans,
specifications, or otherwise made available to the bidder, was obtained and is intended for the
owner's design and estimating purposes only. Such information has been made available for the
convenience of all bidders. It is further understood and agreed that each bidder is solely responsible
for all assumptions, deductions, or conclusions which he may make or obtain from his/her
examination of the boring logs and other records of subsurface investigations and tests that are
furnished by the owner.
20-07 PREPARATION OF PROPOSAL. The bidder shall submit his/her proposal on the forms
furnished by the owner. All blank spaces in the proposal forms must be correctly filled in where
indicated for each and every item for which a quantity is given. The bidder shall state the price
(written in ink or typed) both in words and numerals for which he proposes to do each pay item
furnished in the proposal. In case of conflict between words and numerals, the words, unless
` obviously incorrect, shall govern.
' The bidder shall sign his/her proposal correctly and in ink. If the proposal is made by an individual,
his/her name and post office address must be shown. If made by a partnership, the name and post
' office address of each member of the partnership must be shown. If made by a corporation, the
person signing the proposal shall give the name of the state under the laws of which the corporation
was chartered and the name, titles, and business address of the president, secretary, and the
' treasurer. Anyone signing a proposal as an agent shall file evidence of his/her authority to do so and
that the signature is binding upon the firm or corporation.
reau\\o221o1\SPIicsGEN[RAL PRov.DOC General Provisions - 7
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20-08 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the following I
reasons:
a. If the proposal is on a form other than that furnished by the owner, or if the owner's form
is altered, or if any part of the proposal form is detached.
b. If there are unauthorized additions, conditional or alternate pay items, or irregularities of
any kind which make the proposal incomplete, indefinite, or otherwise ambiguous.
c. If the proposal does not contain a unit price for each pay item listed in the proposal, except
in the case of authorized alternate pay items, for which the bidder is not required to furnish a unit
price.
d. If the proposal contains unit prices that are obviously unbalanced. 1
e. If the proposal is not accompanied by the proposal guaranty specified by the owner
The owner reserves the right to reject any irregular proposal and the right to waive technicalities if
such waiver is in the best interest of the owner and conforms to local laws and ordinances pertaining
to the letting of construction contracts.
20-09 BID GUARANTEE. Each separate proposal shall be accompanied by a certified check, or
other specified acceptable collateral, in the amount specified in the proposal form. Such check, or
collateral, shall be made payable to the owner.
20-10 DELIVERY OF PROPOSAL. Each proposal submitted shall be placed in a sealed ■
envelope plainly marked with the project number, location of airport, and name and business address
of the bidder on the outside. When sent by mail, preferably registered, the sealed proposal, marked
as indicated above, should be enclosed in an additional envelope. No proposal will be considered
unless received at the place specified in the advertisement before the time specified for opening all
bids. Proposals received after the bid opening time shall be returned to the bidder unopened. I
20-11 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or revise
(by withdrawal of one proposal and submission of another) a proposal provided that the bidder's
request for withdrawal is received by the owner in writing or by telegram before the time specified
for opening bids. Revised proposals must be received at the place specified in the advertisement
before the time specified for opening all bids.
20-12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read, publicly at
the time and place specified in the advertisement. Bidders, their authorized agents, and other
interested persons are invited to attend. Proposals that have been withdrawn (by written or
telegraphic request) or received after the time specified for opening bids shall be returned to the
bidder unopened.
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20-13 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified for any of
the following reasons:
a. Submitting more than one proposal from the same partnership, firm, or corporation under
the same or different name.
b. Evidence of collusion among bidders. Bidders participating in such collusion shall be
disqualified as bidders for any future work of the owner until any such participating bidder has been
reinstated by the owner as a qualified bidder.
IC. If the bidder is considered to be in "default" for any reason specified in the subsection
titled ISSUANCE OF PROPOSAL FORMS of this section.
iEND OF SECTION 20
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SECTION 30 ,
AWARD AND EXECUTION OF CONTRACT
30-01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and read,
they will be compared on the basis of the summation of the products obtained by multiplying the
estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a
discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit
price written in words shall govern.
Until the award of a contract is made, the owner reserves the right to reject a bidder's proposal for
any of the following reasons:
a. If the proposal is irregular as specified in the subsection titled IRREGULAR
PROPOSALS of Section 20.
b. If the bidder is disqualified for any of the reasons specified in the subsection titled
DISQUALIFICATION OF BIDDERS of Section 20.
In addition, until the award of a contract is made, the owner reserves the right to reject any or all
proposals, waive technicalities, if such waiver is in the best interest of the owner and is in
conformance with applicable state and local laws or regulations pertaining to the letting of
construction contracts; advertise for new proposals; or proceed with the work otherwise. All such
actions shall promote the owner's best interests.
30-02 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall be made
within 90 calendar days of the date specified for publicly opening proposals, unless otherwise
specified herein.
Award of the contract shall be made by the owner to the lowest, qualified bidder whose proposal
conforms to the cited requirements of the owner.
30-03 CANCELLATION OF AWARD. The owner reserves the right to cancel the award without
liability to the bidder, except return of proposal guaranty, at any time before a contract has been fully
executed by all parties and is approved by the owner in accordance with the subsection titled
APPROVAL OF CONTRACT of this section.
30-04 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those of the two I
lowest bidders, will be returned immediately after the owner has made a comparison of bids as
hereinbefore specified in the subsection titled CONSIDERATION OF PROPOSALS of this section.
Proposal guaranties of the two lowest bidders will be retained by the owner until such time as an
award is made, at which time, the unsuccessful bidder's proposal guaranty will be returned. The
successful bidder's proposal guaranty will be returned as soon as the owner receives the contracts
bonds as specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this
section.
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30-05 REQUIREMENTS OF CONTRACT BONDS. At the time of the execution of the
contract, the successful bidder shall furnish the owner a surety bond or bonds which have been fully
executed by the bidder and the surety guaranteeing the performance of the work and the payment of
all legal debts that may be incurred by reason of the Contractor's performance of the work. The
surety and the form of the bond or bonds shall be acceptable to the owner. Unless otherwise
specified in this subsection, the surety bond or bonds shall be in a sum equal to the full amount of the
contract.
30-06 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the necessary
agreements for entering into the contract and return such signed contract to the owner, along with the
fully executed surety bond or bonds specified in the subsection titled REQUIREMENTS OF
CONTRACT BONDS of this section, within 15 calendar days from the date mailed or otherwise
delivered to the successful bidder. If the contract is mailed, special handling is recommended.
30-07 APPROVAL OF CONTRACT. Upon receipt of the contract and contract bond or bonds
that have been executed by the successful bidder, the owner shall complete the execution of the
contract in accordance with local laws or ordinances, and return the fully executed contract to the
Contractor. Delivery of the fully executed contract to the Contractor shall constitute the owner's
approval to be bound by the successful bidder's proposal and the terms of the contract.
30-08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to execute the
contract and furnish an acceptable surety bond or bonds within the 15 calendar day period specified
in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section shall be just
cause for cancellation of the award and forfeiture of the proposal guaranty, not as a penalty, but as
liquidation of damages to the owner.
END OF SECTION 30
1:\2002\022103\SPIiCS'GENERAI. PROV OOC General Provisions - II
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SECTION 40
SCOPE OF WORK
40-01 INTENT OF CONTRACT. The intent of the contract is to provide for construction and
completion, in every detail, of the work described. It is further intended that the Contractor shall
furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the
work in accordance with the plans, specifications, and terms of the contract. Is
40-02 ALTERATION OF WORK AND QUANTITIES. The owner reserves and shall have the
right to make such alterations in the work as may be necessary or desirable to complete the work
originally intended in an acceptable manner. Unless otherwise specified herein, the Engineer shall
be and is hereby authorized to make such alterations in the work as may increase or decrease the
originally awarded contract quantities, provided that the aggregate of such alterations does not
change the total contract cost or the total cost of any major contract item by more than 25 percent
(total cost being based on the unit prices and estimated quantities in the awarded contract).
Alterations which do not exceed the 25 percent limitation shall not invalidate the contract nor release
the surety, and the Contractor agrees to accept payment for such alterations as if the altered work had
been a part of the original contract. These alterations which are for work within the general scope of
the contract shall be covered by "Change Orders" issued by the Engineer. Change orders for altered
work shall include extensions of contract time where, in the Engineer's opinion, such extensions are
commensurate with the amount and difficulty of added work.
Should the aggregate amount of altered work exceed the 25 percent limitation hereinbefore
specified, such excess altered work shall be covered by supplemental agreement. If the owner and
the Contractor are unable to agree on a unit adjustment for any contract item that requires a
supplemental agreement, the owner reserves the right to terminate the contract with respect to the
item and make other arrangements for its completion.
40-03 OMITTED ITEMS. The Engineer may, in the owner's best interest, omit from the work any
contract item, except major contract items. Major contract items may be omitted by a supplemental
agreement. Such omission of contract items shall not invalidate any other contract provision or
requirement.
Should a contract item be omitted or otherwise ordered to be non -performed, the Contractor shall be 1
paid for all work performed toward completion of such item prior to the date of the order to omit
such item. Payment for work performed shall be in accordance with the subsection titled
PAYMENT FOR OMITTED ITEMS of Section 90. I
40-04 EXTRA WORK. Should acceptable completion of the contract require the Contractor to ,
perform an item of work for which no basis of payment has been provided in the original contract or
previously issued change orders or supplemental agreements, the same shall be called Extra Work.
Extra work that is within the general scope of the contract shall be covered by written change order.
Change orders for such extra work shall contain agreed unit prices for performing the change order
work in accordance with the requirements specified in the order, and shall contain any adjustment to
the contract time that, in the Engineer's opinion, is necessary for completion of such extra work.
J:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 12
When determined by the Engineer to be in the owner's best interest, he may order the Contractor to
' proceed with extra work by force account as provided in the subsection titled PAYMENT FOR
EXTRA AND FORCE ACCOUNT WORK of Section 90.
' Extra work that is necessary for acceptable completion of the project, but is not within the general
scope of the work covered by the original contract shall be covered by a Supplemental Agreement as
hereinbefore defined in the subsection titled SUPPLEMENTAL AGREEMENT of Section 10.
Any claim for payment of extra work that is not covered by written agreement (change order or
supplemental agreement) shall be rejected by the owner.
' 40-05 MAINTENANCE OF TRAFFIC. It is the explicit intention of the contract that the safety
of aircraft, as well as the Contractor's equipment and personnel, is the most important consideration.
' It is understood and agreed that the Contractor shall provide for the free and unobstructed movement
of aircraft in the air operations areas of the airport with respect to his/her own operations and the
operations of all his/her subcontractors as specified in the subsection titled LIMITATION OF
' OPERATIONS of Section 80. It is further understood and agreed that the Contractor shall provide
for the uninterrupted operation of visual and electronic signals (including power supplies thereto)
used in the guidance of aircraft while operating to, from, and upon the airport as specified in the
L subsection titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND
FACILITIES OF OTHERS in Section 70.
' With respect to his/her own operations and the operations of all his/her subcontractors, the
Contractor shall provide marking, lighting, and other acceptable means of identifying: personnel;
equipment; vehicles; storage areas; and any work area or condition that may be hazardous to the
operation of aircraft, fire -rescue equipment, or maintenance vehicles at the airport.
When the contract requires the maintenance of vehicular traffic on an existing road, street, or
highway during the Contractor's performance of work that is otherwise provided for in the contract,
plans, and specifications, the Contractor shall keep such road, street, or highway open to all traffic
and shall provide such maintenance as may be required to accommodate traffic. The Contractor
' shall furnish erect, and maintain barricades, warning signs, Ragmen, and other traffic control devices
in reasonable conformity with the manual of Uniform Traffic Control Devices for Streets and
Highways (published by the United States Government Printing Office), unless otherwise specified
herein. The Contractor shall also construct and maintain in a safe condition any temporary
connections necessary for ingress to and egress from abutting property or intersecting roads, streets
or highways. Unless otherwise specified herein, the Contractor will not he required to furnish snow
removal for such existing road, street, or highway.
The Contractor shall make his/her own estimate of all labor, materials, equipment, and incidentals
necessary for providing the maintenance of aircraft and vehicular traffic as specified in this
subsection. The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall
' not be measured or paid for directly, but shall be included in the various contract items.
40-06 REMOVAL OF EXISTING STRUCTURES. All existing structures encountered within
' the established lines, grades, or grading sections shall be removed by the Contractor, unless such
existing structures are otherwise specified to he relocated, adjusted up or down, salvaged, abandoned
J.Lo02W22103\sPEcsi(JEN''ERAL PH)V ix)C General Provisions - 13
in place, reused in the work or to remain in place. The cost of removing such existing structures
shall not be measured or paid for directly, but shall be included in the various contract items.
Should the Contractor encounter an existing structure (above or below ground) in the work for which
the disposition is not indicated on the plans, the Engineer shall be notified prior to disturbing such
structure. The disposition of existing structures so encountered shall be immediately determined by
the Engineer in accordance with the provisions of the contract.
Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS FOUND IN
THE WORK of this section, it is intended that all existing materials or structures that may be
encountered (within the lines, grades, or grading sections established for completion of the work)
shall be utilized in the work as otherwise provided for in the contract and shall remain the property
of the owner when so utilized in the work.
40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Should the 1
Contractor encounter any material such as (but not restricted to) sand, stone, gravel, slag, or concrete
slabs within the established lines, grades, or grading sections, the use of which is intended by the
terns of the contract to be either embankment or waste, he may at his/her option either:
a.
Use
such material in another
contract item, providing such use
is approved
by the
Engineer
and is
in conformance with the
contract specifications applicable to
such use; or,
b. Remove such material from the site, upon written approval of the Engineer; or
c. Use such material for his/her own temporary construction on site; or,
d. Use such material as intended by the terms of the contract.
Should the Contractor wish to exercise option a., b., or c., he shall request the Engineer's approval in
advance of such use.
Should the Engineer approve the Contractor's request to exercise option a., b., or c., the Contractor
shall be paid for the excavation or removal of such material at the applicable contract price. The
Contractor shall replace, at his/her own expense, such removed or excavated material with an agreed
equal volume of material that is acceptable for use in constructing embankment, backfills, or
otherwise to the extent that such replacement material is needed to complete the contract work. The
Contractor shall not be charged for his/her use of such material so used in the work or removed from ,
the site.
Should the Engineer approve the Contractor's exercise of option a., the Contractor shall be paid, at
the applicable contract price, for furnishing and installing such material in accordance with
requirements of the contract item in which the material is used.
It is understood and agreed that the Contractor shall make no claim for delays by reason of his/her ,
exercise of option a., b., or c.
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The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a
structure which is located outside the lines, grades, or grading sections established for the work,
except where such excavation or removal is provided for in the contract, plans, or specifications.
40-09 FINAL CLEANING UP. Upon completion of the work and before acceptance and final
payment will be made, the Contractor shall remove from the site all machinery, equipment, surplus
and discarded materials, rubbish, temporary structures, and stumps or portions of trees. He shall cut
all brush and woods within the limits indicated and shall leave the site in a neat and presentable
condition. Material cleared from the site and deposited on adjacent property will not be considered
as having been disposed of satisfactorily, unless the Contractor has obtained the written permission
of such property owner.
END OF SECTION 40
1:\2002\022103\SPECs\GE\ERAI. PROVD C General Provisions - 15
SECTION 50 1
CONTROL OF WORK
50-01 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all questions
which may arise as to the quality and acceptability of materials furnished, work performed, and as to
the manner of performance and rate of progress of the work. He shall decide all questions which
may arise as to the interpretation of the specifications or plans relating to the work, the fulfillment of
the contract on the part of the Contractor, and the rights of different Contractors on the project. The
Engineer shall determine the amount and quality of the several kinds of work performed and
materials furnished which are to be paid for the under contract.
50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all materials
furnished shall be in reasonably close conformity with the lines, grades, grading sections, cross
sections, dimensions, material requirements, and testing requirements that are specified (including
specified tolerances) in the contract, plans or specifications.
If the Engineer finds the materials furnished, work performed, or the finished product not within 1
reasonably close conformity with the plans and specifications but that the portion of the work
affected will, in his/her opinion, result in a finished product having a level of safety, economy,
durability, and workmanship acceptable to the owner, he will advise the owner of his/her
determination that the affected work be accepted and remain in place. In this event, the Engineer
will document his/her determination and recommend to the owner a basis of acceptance which will
provide for an adjustment in the contract price for the affected portion of the work. The Engineer's
determination and recommended contract price adjustments will be based on good engineering
judgment and such tests or retests of the affected work as are, in his/her opinion, needed. Changes in
the contract price shall be covered by contract modifications (change order or supplemental
agreement) as applicable.
If the Engineer finds the materials furnished, work performed, or the finished product are not in
reasonably close conformity with the plans and specifications and have resulted in an unacceptable
finished product, the affected work or materials shall be removed and replaced or otherwise
corrected by and at the expense of the Contractor in accordance with the Engineer's written orders.
For the purpose of this subsection, the term "reasonably close conformity" shall not be construed as I
waiving the Contractor's responsibility to complete the work in accordance with the contract, plans,
and specifications. The term shall not be construed as waiving the Engineer's right to insist on strict
compliance with the requirements of the contract, plans, and specifications during the Contractor's
prosecution of the work, when, in the Engineer's opinion, such compliance is essential to provide an
acceptable finished portion of the work.
For the purpose of this subsection, the term "reasonably close conformity" is also intended to
provide the Engineer with the authority to use good engineering judgment in his/her determinations
as to acceptance of work that is not in strict conformity but will provide a finished product equal to
or better than that intended by the requirements of the contract, plans and specifications.
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50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS. The contract,
plans, specifications, and all referenced standards cited are essential parts of the contract
requirements. A requirement occurring in one is as binding as though occurring in all. They are
intended to be complementary and to describe and provide for a complete work. In case of
' discrepancy, calculated dimensions will govern over scaled dimensions; contract technical
specifications shall govern over contract general provisions, plans, cited standards for materials or
testing, and cited FAA advisory circulars; contract general provisions shall govern over plans, cited
standards for materials or testing, and cited FAA advisory circulars; plans shall govern over cited
standards for materials or testing and cited FAA advisory circulars.
' The Contractor shall not take advantage of any apparent error or omission on the plans or
specifications. In the event the Contractor discovers any apparent error or discrepancy, he shall
immediately call upon the Engineer for his/her interpretation and decision, and such decision shall be
final.
50-04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with two copies
each of the plans and specifications. He shall have available on the work at all times one copy each
of the plans and specifications. Additional copies of plans and specifications maybe obtained by the
Contractor for the cost of reproduction.
' The Contractor shall give constant attention to the work to facilitate the progress thereof, and he
shall cooperate with the Engineer and his/her inspectors and with other contractors in every way
possible. The Engineer shall allocate the work and designate the sequence of construction in case of
controversy between contractors. The Contractor shall have a competent superintendent on the work
at all times who is fully authorized as his/her agent on the work. The superintendent shall be capable
' of reading and thoroughly understanding the plans and specifications and shall receive and fulfill
instructions from the Engineer or his/her authorized representative.
1 50-05 COOPERATION BETWEEN CONTRACTORS. The owner reserves the right to contract
for and perform other or additional work on or near the work covered by this contract.
When separate contracts are let within the limits of any one project, each Contractor shall conduct
his/her work so as not to interfere with or hinder the progress of completion of the work being
performed by other Contractors. Contractors working on the same project shall cooperate with each
other as directed.
Each Contractor involved shall assume all liability, financial orotherwise, in connection with his/her
' contract and shall protect and save harmless the owner from any and all damages or claims that may
arise because of inconvenience, delays. or loss experienced by him because of the presence and
operations of other Contractors working within the limits of the same project.
' The Contractor shall arrange his/her work and shall place and dispose of the materials being used so
as not to interfere with the operations of the other Contractors within the limits of the same project.
He shall join his/her work with that of the others in an acceptable manner and shall perform it in
proper sequence to that of the others.
JA.100"o'2ionSPECsicisLRALPROV DOC General Provisions - 17
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50-06 CONSTRUCTION LAYOUT AND STAKES. The Engineer shall establish horizontal and
vertical control only. The Contractor must establish all layout required for the construction of the
work. Such stakes and markings as the Engineer may set for either his/her own or the Contractor's
guidance shall be preserved by the Contractor. In case of negligence on the part of the Contractor,
or his/her employees, resulting in the destruction of such stakes or markings, an amount equal to the
cost of replacing the same may be deducted from subsequent estimates due the Contractor at the
discretion of the Engineer.
50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever batching or mixing i
plant equipment is required to be operated automatically under the contract and a breakdown or
malfunction of the automatic controls occurs, the equipment may be operated manually or by other
methods for a period 48 hours following the breakdown or malfunction, provided this method of
operations will product results which conform to all other requirements of the contract.
50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the owner shall I
be authorized to inspect all work done and all material furnished. Such inspection may extend to all
or any part of the work and to the preparation, fabrication, or manufacture of the materials to be
used. Inspectors are not authorized to revoke, alter, or waive any provision of the contract.
Inspectors are not authorized to issue instructions contrary to the plans and specifications or to act as
foreman for the Contractor. Inspectors employed by the owner are authorized to notify the
Contractor or his/her representatives of any failure of the work or materials to conform to the
requirements of the contract, plans, or specifications and to reject such nonconforming materials in
question until such issues can be referred to the Engineer for his/her decision.
50-09 INSPECTION OF THE WORK. All materials and each part or detail of the work shall be
subject to inspection by the Engineer. The Engineer shall be allowed access to all parts of the work
and shall be furnished with such information and assistance by the Contractor as is required to make
a complete and detailed inspection.
If the Engineer requests it, the Contractor, at any time before acceptance of the work, shall remove
or uncover such portions of the finished work as may be directed. After examination, the Contractor
shall restore said portions of the work to the standard required by the specifications. Should the
work thus exposed or examined prove acceptable, the uncovering, or removing, and the replacing of
the covering or making good of the parts removed will be paid for as extra work; but should the
work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of
the covering or making good of the parts removed will be at the Contractor's expense.
Any work done or materials used without supervision or inspection by an authorized representative '
of the owner may be ordered removed and replaced at the Contractor's expense unless the owner's
representative failed to inspect after having been given reasonable notice in writing that the work
was to be performed. ,
Should the contract work include relocation, adjustment, or any other modification to existing
facilities, not the property of the (contract) owner, authorized representatives of the owners of such
facilities shall have the right to inspect such work. Such inspection shall in no sense make any
facility owner a party to the contract, and shall in no way interfere with the rights of the parties to
this contract.
JA2002\022103\SPECs\GENERAL PRov.00c General Provisions - 18
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50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work which
does not form to the requirements of the contract, plans, and specifications will be considered
unacceptable, unless otherwise determined acceptable by the Engineer as provided in the subsection
' titled CONFORMITY WITH PLANS AND SPECIFICATIONS of this section.
Unacceptable work, whether the result of poor workmanship, use of defective materials, damage
' through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall
be removed immediately and replaced in an acceptable manner in accordance with the provisions of
the subsection titled CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70.
' Work done contrary to the instructions of the Engineer, work done beyond the lines shown on the
plans or as given, except as herein specified, or any extra work done without authority, will he
considered as unauthorized and will not he paid for under the provisions of the contract. Work so
done may be ordered removed or replaced at the Contractor's expense.
' Upon failure on the part of the Contractor to comply forthwith with any order of the Engineer made
under the provisions of this subsection, the Engineer will have authority to cause unacceptable work
to be remedied or removed and replaced and unauthorized work to be removed and to deduct the
costs (incurred by the owner) from any monies due or to become due the Contractor.
50-11 LOAD RESTRICTIONS. The Contractor shall comply with all legal load restrictions in the
' hauling of materials on public roads beyond the limits of the work. A special permit will not relieve
the Contractor of liability for damage which may result from the moving of material or equipment.
' The operation of equipment of such weight or so loaded as to cause damage to structures or to any
other type of construction will not he permitted. Hauling of materials over the base course or surface
course under construction shall be limited as directed. No loads will be permitted on a concrete
pavement, base, or structure before the expiration of the curing period. The Contractor shall he
responsible for all damage done by his/her hauling equipment and shall correct such damage at
his/her own expense.
50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the work
during construction and until the work is accepted. This maintenance shall constitute continuous and
' effective work prosecuted day by day, with adequate equipment and forces so that the work is
maintained in satisfactory condition at all times.
' In the case of a contract for the placing of a course upon a course or subgrade previously
constructed, the Contractor shall maintain the previous course or subgrade during all construction
operations.
1 All costs of maintenance work during construction and before the project is accepted shall be
included in the unit prices bid on the various contract items, and the Contractor will not be paid an
additional amount for such work.
l:'2(02\011103`SP1iCS'(i!'.NERAI. PROV.Ix)C General Provisions - 19
50-13 FAILURE TO MAINTAIN THE WORK Should the Contractor at any time fail to
maintain the work as provided in the subsection titled MAINTENANCE DURING
CONSTRUCTION of this section, the Engineer shall immediately notify the Contractor of such
noncompliance. Such notification shall specify a reasonable time within which the Contractor shall
be required to remedy such unsatisfactory maintenance condition. The time specified will give due
consideration to the exigency that exists.
Should the Contractor fail to respond to the Engineer's notification, the. Engineer may suspend any
work necessary for the owner to correct such unsatisfactory maintenance condition, depending on
the exigency that exists. Any maintenance cost incurred by the owner, shall be deducted from
monies due or to become due the Contractor.
50-14 PARTIAL ACCEPTANCE. If at any time during the prosecution of the project the
Contractor substantially completes a usable unit or portion of the work, the occupancy of which will
benefit the owner, he may request the Engineer to make final inspection of that unit. If the Engineer
finds upon inspection that the unit has been satisfactorily completed in compliance with the contract,
he may accept it as being completed, and the Contractor may be relieved of further responsibility for
that unit. Such partial acceptance and beneficial occupancy by the owner shall not void or alter any
provision of the contract.
50-15 FINAL ACCEPTANCE. Upon due notice from the Contractor of presumptive completion
of the entire project, the Engineer and owner will make an inspection. If all construction provided
for and contemplated by the contract is found to be completed in accordance with the contract, plans,
and specifications, such inspection shall constitute the final inspection. The Engineer shall notify the
Contractor in writing of final acceptance as of the date of the final inspection.
If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the
Engineer will give the Contractor the necessary instructions for correction of same and the
Contractor shall immediately comply with and execute such instructions. Upon correction of the
work, another inspection will be made which shall constitute the final inspection, provided the work
has been satisfactorily completed. In such event, the Engineer will make the final acceptance and
notify the Contractor in writing of this acceptance as of the date of final inspection. '
50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any reason the Contractor deems
that additional compensation is due him for work or materials not clearly provided for in the I
contract, plans, or specifications or previously authorized as extra work, he shall notify the Engineer
in writing of his/her intention to claim such additional compensation before he begins the work on
which he bases the claim. If such notification is not given or the Engineer is not afforded proper ,
opportunity by the Contractor for keeping strict account of actual cost as required, then the
Contractor hereby agrees to waive any claim for such additional compensation. Such notice by the
Contractor and the fact that the Engineer has kept account of the cost of the work shall not in any
way be construed as proving or substantiating the validity of the claim. When the work on which the
claim for additional compensation is based has been completed, the Contractor shall, within 10
calendar days, submit his/her written claim to the Engineer who will present it to the owner for
consideration in accordance with local laws or ordinances.
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Nothing in this subsection shall be construed as a waiver of the Contractor's right to dispute final
payment based on differences in measurements or computations.
END OF SECTION 50
) eoo2'02210nsrecs\GENERAL reov ooc General Provisions - 21
SECTION 60 1
CONTROL OF MATERIALS 1
60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used on the
work shall conform to the requirements of the contract, plans, and specifications. Unless otherwise
specified, such materials that are manufactured or processed shall be new (as compared to used or
reprocessed).
In order to expedite the inspection and testing of materials, the Contractor shall furnish complete
statements to the Engineer as to the origin, composition, and manufacture of all materials to be used
in the work. Such statements shall be furnished promptly after execution of the contract but, in all
cases, prior to delivery of such materials.
At the Engineer's option, materials may be approved at the source of supply before delivery is ,
stated. If it is found after trial that sources of supply for previously approved materials do not
produce specified products, the Contractor shall furnish materials from other sources.
The Contractor shall furnish airport lighting equipment that conforms to the requirements of cited
materials specifications. In addition, where an FAA specification for airport lighting equipment is
cited in the plans or specifications, the Contractor shall furnish such equipment that is:
a. Listed in FAA Advisory Circular (AC) 150/5345-1, Approved Airport Equipment, that is
in effect on the date of advertisement; and,
b. Produced by the manufacturer qualified (by FAA) to produce such specified and listed
equipment.
60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. All materials used in the work
shall be inspected, tested, and approved by the Engineer before incorporation in the work. Any work
in which untested materials are used without approval or written permission of the Engineer shall be
performed at the Contractor's risk. I
Materials found to be unacceptable and unauthorized will not be paid for and, if directed by the
Engineer, shall be removed at the Contractor's expense. Unless otherwise designated, tests in 1
accordance with the cited standard methods of AASHTO or ASTM which are current on the date of
advertisement for bids will be made by and at the expense of the owner. Samples will be taken by a
qualified representative of the owner. All materials being used are subject to inspection, test, or
rejection at any time prior to or during incorporation into the work. Copies of all tests will be
furnished to the Contractor's representative at his/her request.
60-03 CERTIFICATION OF COMPLIANCE. The Engineer may permit the use, prior to
sampling and testing, of certain materials or assemblies when accompanied by manufacturer's
certificates of compliance stating that such materials or assemblies fully comply with the
requirements of the contract. The certificate shall be signed by the manufacturer. Each lot of such
materials or assemblies delivered to the work must be accompanied by a certificate of compliance in
which the lot is clearly identified.
1:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 22 '
Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at
any time and if found not to be in conformity with contract requirements will be subject to rejection
whether in place or not.
The form and distribution of certificates of compliance shall be as approved by the Engineer.
When a material or assembly is specified by "brand name or equal" and the Contractor elects to
furnish the specified "brand name," the Contractor shall be required to furnish the manufacturer's
certificate of compliance for each lot of such material or assembly delivered to the work. Such
certificate of compliance shall clearly identify each lot delivered and shall certify as to:
' a. Conformance to the specified performance, testing, quality or dimensional requirements;
and,
b. Suitability of the material or assembly for the use intended in the contract work.
' Should the Contractor propose to furnish an "or equal" material or assembly, he shall furnish the
manufacturer's certificates of compliance as hereinbefore described for the specified brand name
material or assembly. However, the Engineer shall be the sole judge as to whether the proposed "or
equal" is suitable for use in the work.
The Engineer reserves the right to refuse permission for use of materials or assemblies on the basis
of certificates of compliance.
60-04 PLANT INSPECTION. The Engineer or his/her authorized representative may inspect, at
' its source, any specified material or assembly to be used in the work. Manufacturing plants may be
inspected from time to time for the purpose of'determining compliance with specified manufacturing
methods or materials to be used in the work and to obtain samples required for his/her acceptance of
' the material or assembly.
Should the Engineer conduct plant inspections, the following conditions shall exist:
a. The Engineer shall have the cooperation and assistance of the Contractor and the producer
with whom he has contracted for materials.
' b. The Engineer shall have full entry at all reasonable times to such parts of the plant that
concern the manufacture or production of the materials being furnished.
' c. If required by the Engineer, the Contractor shall arrange for adequate office or working
space that may be reasonably needed for conducting plant inspections. Office or working space
should be conveniently located with respect to the plant.
It is understood and agreed that the owner shall have the right to retest any material which has been
tested and approved at the source of supply after it has been delivered to the site. The Engineer shall
have the right to reject only material which, when retested, does not meet the requirements of the
contract, plans, or specifications.
J Uonz\0z2103\SP1:Cs'GEENERAL PROV.DOC General Provisions - 23
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60-05 ENGINEER'S FIELD OFFICE AND LABORATORY. When specified and provided for
as a contract item, the Contractor shall furnish a building for the exclusive use of the Engineer as a
field office and field testing laboratory. The building shall be furnished and maintained by the
Contractor as specified herein and shall become property of the Contractor when the contract work is
completed.
60-06 STORAGE OF MATERIALS. Materials shall be so stored as to assure the preservation of
their quality and fitness for the work. Stored materials, even though approved before storage, may
again be inspected prior to their use in the work. Stored materials shall be located so as to facilitate
their prompt inspection. The Contractor shall coordinate the storage of all materials with the
Engineer. Materials to be stored on airport property shall not create an obstruction to air navigation
nor shall they interfere with the free and unobstructed movement of aircraft. Unless otherwise
shown on the plans, the storage of materials and the location of the Contractor's plant and parked
equipment or vehicles shall be as directed by the Engineer. Private property shall not be used for
storage purposes without written permission of the owner or lessee of such property. The Contractor
shall make all arrangements and bear all expenses for the storage of materials on private property.
Upon request, the Contractor shall furnish the Engineer a copy of the property owner's permission.
All storage sites on private or airport property shall be restored to their original condition by the
Contractor at his/her entire expense, except as otherwise agreed to (in writing) by the owner or lessee
of the property.
60-07 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform to the
requirements of the contract, plans, or specifications shall be considered unacceptable and shall be
rejected. The Contractor shall remove any rejected material or assembly from the site of the work,
unless otherwise instructed by the Engineer.
No rejected material or assembly, the defects of which have been corrected by the Contractor, shall
not be returned to the site of the work until such time as the Engineer has approved its used in the
work.
60-08 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials required
to complete the work, except those specified herein (if any) to be furnished by the owner. Owner -
furnished materials shall be made available to the Contractor at the location specified herein.
All costs of handling, transportation from the specified location to the site of work, storage, and
installing owner -furnished materials shall be included in the unit price bid for the contract item in
which such owner -furnished material is used. I
After any owner -furnished material has been delivered to the location specified, the Contractor shall
be responsible for any demurrage, damage, loss, or other deficiencies which may occur during the ,
Contractor's handling, storage, or use of such owner -furnished material. The owner will deduct from
any monies due or to become due the Contractor any cost incurred by the owner in making good ,
such loss due to the Contractor's handling, storage, or use of owner -furnished materials.
END OF SECTION 60 1
JA2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 24
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SECTION 70
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC
70-1 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of all Federal and
state laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or
tribunals having any jurisdiction or authority, which in any manner affect those engaged or
employed on the work, or which in any way affect the conduct of the work. He shall at all times
observe and comply with all such laws, ordinances, regulations, orders, and decrees; and shall
protect and indemnify the owner and all his/her officers, agents, or servants against any claim or
liability arising from or based on the violation of any such law, ordinance, regulation, order, or
decree, whether by himself or his/her employees.
70-02 PERMITS, LICENSES, AND TAXES. The Contractor shall procure all permits and
licenses, pay all charges, fees, and taxes, and give all notices necessary and incidental to the due and
lawful prosecution of the work.
70-03 PATENTED DEVICES, MATERIALS, AND PROCESSES. If the Contractor is required
or desires to use any design, device, material, or process covered by letters of patent or copyright, he
shall provide for such use by suitable legal agreement with the patentee or owner. The Contractor
and the surety shall indemnify and save harmless the owner, any third party, or political subdivision
from any and all claims for infringement by reason of the use of any such patented design, device,
material or process, or any trademark or copyright, and shall indemnify the owner for any costs,
expenses, and damages which it may be obliged to pay by reason of an infringement, at any time
during the prosecution or after the completion of the work.
70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The owner reserves the
right to authorize the construction, reconstruction, or maintenance of any public or private utility
service, FAA or National Oceanic and Atmospheric Administration (NOAA) facility, or a utility
service of another government agency at any time during the progress of the work.
The Contractor shall not permit any individual, firm, or corporation to excavate or otherwise disturb
such utility services or facilities located within the limits of the work without the written permission
of the Engineer.
Should the owner of public or private utility service, FAA, or NOAA facility, or a utility service of
another government agency be authorized to construct, reconstruct, or maintain such utility service
or facility during the progress of the work, the Contractor shall cooperate with such owners by
arranging and performing the work in this contract so as to facilitate such construction,
reconstruction or maintenance by others whether or not such work by others is listed above. When
ordered as extra work by the Engineer, the Contractor shall make all necessary repairs to the work
which are due to such authorized work by others, unless otherwise provided for in the contract,
plans, or specifications. It is understood and agreed that the Contractor shall not be entitled to make
any claim for damages due to such authorized work by others or for any delay to the work resulting
from such authorized work.
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70-05 FEDERAL AID PARTICIPATION. For AIP contracts, the United States Government has
agreed to reimburse the owner for some portion of the contract costs. Such reimbursement is made
from time to time upon the owner's (sponsor's) request to the FAA. In consideration of the United
Sates Government's (FAA's) agreement with the owner, the owner has included provisions in this
contract pursuant to the requirements of the Airport Improvement Act of 1982, as amended by the
Airport and Airway Safety and Capacity Expansion Act of 1987, and the Rules and Regulations of
the FAA that pertain to the work.
As required by the Act, the contract work is subject to the inspection and approval of duly authorized 1
representatives of the Administrator, FAA, and is further subject to those provisions of the rules and
regulations that are cited in the contract, plans, or specifications.
No requirement of the Act, the rules and regulations implementing the Act, or this contract shall be
construed as making the Federal Government a party to the contract nor will any such requirement
interfere, in any way, with the rights of either party to the contract.
70-06 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall provide and
maintain in a neat, sanitary condition such accommodations for the use of his/her employees as may
be necessary to comply with the requirements of the state and local Board of Health, or of other
bodies or tribunals having jurisdiction.
Attention is directed to Federal, state, and local laws, rules and regulations concerning construction
safety and health standards. The Contractor shall not require any worker to work in surroundings or
under conditions are unsanitary, hazardous, or dangerous to his/her health or safety.
70-07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his/her operations
and those of his/her subcontractors and all suppliers, to assure the least inconvenience to the
traveling public. Under all circumstances, safety shall be the most important consideration.
The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic
with respect to his/her own operations and those of his/her subcontractors and all suppliers in
accordance with the subsection titled MAINTENANCE OF TRAFFIC of Section 40 hereinbefore
specified and shall limit such operations for the convenience and safety of the traveling public as
specified in the subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter.
70-08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The Contractor shall
furnish, erect, and maintain all barricades, warning signs, and markings for hazards necessary to
protect the public and the work. When used during periods of darkness, such barricades, warning
signs, and hazard markings shall be suitably illuminated.
For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, ,
warning signs, lights and other traffic control devices in reasonable conformity with the Manual of
Uniform Traffic Control Devices for Streets and Highways (published by the United States ,
Government Printing Office).
J:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 26
When the work requires closing an air operations area of the airport or portion of such area, the
Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming
to the requirements of AC 150/5340-1, Marking of Paved Areas on Airports.
' The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches,
excavations, temporary stock piles, and his/her parked construction equipment that may be
hazardous to the operation of emergency fire -rescue or maintenance vehicles on the airport in
' reasonable conformance to AC 150/5370-2, Operational Safety on Airports During Construction
Activity.
' The Contractor shall identify each, motorized vehicle or piece of construction equipment in
reasonable conformance to AC 150/5370-2.
' The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior
to commencing work which requires such erection and shall maintain the barricades, warning signs,
and markings for hazards until their dismantling is directed by the Engineer.
' Open -flame type lights shall not be permitted within the air operations areas of the airport.
70-09 USE OF EXPLOSIVES. When the use of explosives is necessary for the prosecution of the
work, the Contractor shall exercise the utmost care not to endanger life or property, including new
work. The Contractor shall be responsible for all damage resulting from the use of explosives.
All explosives shall be stored in a secure manner in compliance with all laws and ordinances, and all
such storage places shall be clearly marked. Where no local laws or ordinances apply, storage shall
' be provided satisfactory to the Engineer and, in general, not closer than 1,000 feet from the work or
from any building, road, or other place of human occupancy.
The Contractor shall notify each property owner and public utility company having structures or
facilities in proximity to the site of the work of his/her intention to use explosives. Such notice shall
be given sufficiently in advance to enable them to take such steps as they may deem necessary to
' protect their property from injury.
The use of electrical blasting caps shall not be permitted on or within 1,000 feet of the airport
property.
70-10 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE. The
Contractor shall be responsible for the preservation of all public and private property. and shall
protect carefully from disturbance or damage all land monuments and property markers until the
Engineer has witnessed or otherwise referenced their location and shall not move them until directed.
The Contractor shall be responsible for all damage or injury to property of any character, during the
prosecution of the work, resulting from any act, omission, neglect, or misconduct in his/her manner
'
or method of executing the work, or at any time due to defective work or materials, and said
responsibility will not be released until the project shall have been completed and accepted.
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When or where any direct or indirect damage or injury is done to public or private property by or on
account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence ,
of the non -execution thereof by the Contractor, he shall restore, at his/her own expense, such
property to a condition similar or equal to that existing before such damage or injury was done, by
repairing, or otherwise restoring as may be directed, or he shall make good such damage or injury in
an acceptable manner.
70-11 RESPONSIBILITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and save ,
harmless the Engineer and the owner and their officers, and employees from all suits actions, or
claims of any character brought because of any injuries or damage received or sustained by any
person, persons, or property on account of the operations of the Contractor; or on account of or in
consequence of any neglect in safeguarding the work; or through use of unacceptable materials in
constructing the work; or because of any act or omission, neglect, or misconduct of said Contractor;
or because of any claims or amounts recovered from any infringements of patent, trademark, or
copyright; or from any claims or amounts arising or recovered under the "Workmen's Compensation
Act," or any other law, ordinance, order, or decree. Money due the Contractor under and by virtue of
his/her contract as may be considered necessary by the owner for such purpose may be retained for
the use of the owner or, in case no money is due, his/her surety maybe held until such suit or suits,
action or actions, claim or claims for injuries or damages as aforesaid shall have been settled and
suitable evidence to that effect furnished to the owner, except that money due the Contractor will not
be withheld when the Contractor produces satisfactory evidence that he is adequately protected by
public liability and property damage insurance.
70-12 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the parties '
executing the contract that it is not intended by any of the provisions of any part of the contract to
create the public or any member thereof a third party beneficiary or to authorize anyone not a party
to the contract to maintain a suit for personal injuries or property damage pursuant to the terms or
provisions of the contract.
70-13 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary for the
Contractor to complete portions of the contract work for the beneficial occupancy of the owner prior
to completion of the entire contract, such "phasing" of the work shall be specified herein and
indicated on the plans. When so specified, the Contractor shall complete such portions of the work
on or before the date specified or as otherwise specified. The Contractor shall make his/her own
estimate of the difficulties involved in arranging his/her work to permit such beneficial occupancy
by the owner as described below:
Phase or Required Date or Sequence Work Shown
Description of Owner's Beneficial Occupancy on Plan Sheet
Taxiway "A" Extension Phase! 1-18 ,
Upon completion of any portion of the work listed above, such portion shall be accepted by the
owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50.
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The Contractor shall make his/her own estimate of the inherent difficulties involved in completing
' the work under the conditions herein described and shall not claim any added compensation by
reason of delay or increased cost due to opening a portion of the contract work.
No portion of the work maybe opened by the Contractor for public use until ordered by the Engineer
in writing. Should it become necessary to open a portion of the work to public traffic on a temporary
or intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion
of the work is in an acceptable condition to support the intended traffic. Temporary or intermittent
openings are considered to be inherent in the work and shall not constitute either acceptance of the
portion of the work so opened or a waiver of any provision of the contract. Any damage to the
portion of the work so opened that is not attributable to traffic which is permitted by the owner shall
be repaired by the Contractor at his/her expense.
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70-14 CONTRACTOR'S RESPONSIBILITY FOR WORK. Until the Engineer's final written
acceptance of the entire completed work, excepting only those portions of the work accepted in
accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50, the Contractor shall
have the charge and care thereof and shall take every precaution against injury or damage to any part
due to the action of the elements or from any other cause, whether arising from the execution or from
the non -execution of the work. The Contractor shall rebuild, repair, restore, and make good all
injuries or damages to any portion of the work occasioned by any of the above causes before final
acceptance and shall bear the expense thereof except damage to the work due to unforeseeable
causes beyond the control of and without the fault or negligence of the Contractor, including but not
restricted to acts of God such as earthquake, tidal wave, tornado, hurricane or other cataclysmic
phenomenon of nature, or acts of the public enemy or of government authorities. If the work is
suspended for any cause whatever, the Contractor shall he responsible for the work and shall take
such precautions necessary to prevent damage to the work. The Contractor shall provide for normal
drainage and shall erect necessary temporary structures, signs, or other facilities at his/her expense.
During such period of suspension of work, the Contractor shall properly and continuously maintain
in an acceptable growing condition all living material in newly established planting, seedings, and
soddings furnished under his/her contract, and shall take adequate precautions to protect new tree
growth and other important vegetative growth against injury.
70-15 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES
OF OTHERS. As provided in the subsection titled RESTORATION OF SURFACES
DISTURBED BY OTHERS of this section, the Contractor shall cooperate with the owner of any
public or private utility service, FAA or NOAA, or a utility service of another government agency
that may be authorized by the owner to construct, reconstruct or maintain such utility services or
facilities during the progress of the work. In addition, the Contractor shall control his/her operations
to prevent the unscheduled interruption of such utility services and facilities.
To the extent that such public or private utility services, FAA, or NOAA facilities, or utility services
of another governmental agency are known to exist within the limits of the contract work, the
approximate locations have been indicated on the plans and the owners are indicated as follows:
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Utility Service Person to Contact Owner's Emergency
or Facility (Name, Title, Address, Phone) Contact (Phone)
Taxiway & Runway Mr. Ray Boudreau 1-501-718-7642
Fayetteville, AR
MALS (Approach Lights)
VASI Control Cable Airway Facilities 1-501-442-5221
REIL Lights & Cable Maintenance 1-501-649-2410
Fayetteville, AR
Electricity SWEPCO 1-501-521-3000
Telephone S.W. Bell Telephone Co 1-501-980-3100
Contel 1-800-482-8998
Gas Ark. Western Gas Co. 1-501-524-4165
Water Water Department
City of Fayetteville 1-501-521-1250
All Utilities Arkansas One Call 1-800-482-8998
It is understood and agreed that the owner does not guarantee the accuracy or the completeness of
the location information relating to existing utility services, facilities, or structures that may be
shown on the plans or encountered in the work. Any inaccuracy or omission in such information
shall not relieve the Contractor of his/her responsibility to protect such existing features from
damage or unscheduled interruption of service.
It is further understood and agreed that the Contractor shall, upon execution of the contract, notify
the owners of all utility services or other facilities of his/her plan of operations. Such notification
shall be in writing addressed to THE PERSON TO CONTACT as provided hereinbefore in this
subsection and the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS
of this section. A copy of each notification shall be given to the Engineer. In addition to the general
written notification hereinbefore provided, it shall be the responsibility of the Contractor to keep
such individual owners advised of changes in his/her plan of operations that would affect such
owners.
Prior to commencing the work in the general vicinity of an existing utility service or facility, the ,
Contractor shall again notify each such owner of his/her plan of operation. If, in the Contractor's
opinion, the owner's assistance is needed to locate the utility service or facility or the presence of a ,
representative of the owner is desirable to observe the work, such advice should be included in the
notification. Such notification shall be given by the most expeditious means to reach the utility
owner's PERSON TO CONTACT no later than two normal business days prior to the Contractor's
commencement of operations in such general vicinity. The Contractor shall furnish a written
summary of the notification to the Engineer.
J:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 30
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The Contractor's failure to give the two day's notice hereinabove provided shall be cause for the
Engineer to suspend the Contractor's operations in the general vicinity of a utility service or facility.
Where the outside limits of an underground utility service have been located and staked on the
ground, the Contractor shall be required to use excavation methods acceptable to the Engineer within
3 feet (90 cm) of such outside limits at such points as may be required to ensure protection from
damage due to the Contractor's operations.
Should the Contractor damage or interrupt the operation of a utility service or facility by accident or
otherwise, he shall immediately notify the proper authority and the Engineer and shall take all
reasonable measures to prevent further damage or interruption of service. The Contractor, in such
events, shall cooperate with the utility service or facility owner and the Engineer continuously until
such damage has been repaired and service restored to the satisfaction of the utility or facility owner.
The Contractor shall bear all costs of damage and restoration of service to any utility service or
facility due to his/her operations whether or not due to negligence or accident. The contract owner
reserves the right to deduct such costs from any monies due or which may become due the
Contractor, or his/her surety.
70-16 FURNISHING RIGHTS -OF -WAY. The owner will be responsible for furnishing all
rights -of -way upon which the work is to be constructed in advance of the Contractor's operations.
' 70-17 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the contract
provisions or in exercising any power or authority granted to him by this contract, there shall be no
liability upon the Engineer, his/her authorized representatives, or any officials of the owner either
' personally or as an official of the owner. It is understood that in such matters they act solely as
agents and representatives of the owner.
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70-18 NO WAIVER OF LEGAL RIGHTS. Upon completion of the work, the owner will
expeditiously make final inspection and notify the Contractor of final acceptance. Such final
acceptance, however, shall not preclude or estop the owner from correcting any measurement,
estimate, or certificate made before or after completion of the work, nor shall the owner be precluded
or estopped from recovering from the Contractor or his/her surety, or both, such overpayment as may
be sustained, or by failure on the part of the Contractor to fulfill his/her obligations under the
contract. A waiver on the part of the owner of any breach of any part of the contract shall not be
held to be a waiver of any other or subsequent breach.
The Contractor, without prejudice to the terms of the contract, shall be liable to the owner for latent
defects, fraud, or such gross mistakes as may amount to fraud, or as regards the owner's rights under
any warranty or guaranty.
70-19 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all Federal, state,
and local laws and regulations controlling pollution of the environment. He shall take necessary
precautions to prevent pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumens,
chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate
and gaseous matter.
' t:O00≥\or-ionSPECS\GFNERAI. PRov ooc General Provisions - 31
70-20 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise specified in
this subsection, the Contractor is advised that the site of the work is not within any property, district,
or site, and does not contain any building, structure, or object listed in the current National Register
of Historic Places published by the United States Department of Interior.
Should the Contractor encounter, during his/her operations, any building, part of a building,
structure, or object which is incongruous with its surroundings, he shall immediately cease
operations in that location and notify the Engineer. The Engineer will immediately investigate the
Contractor's finding and will direct the Contractor to either resume his/her operations or to suspend
operations as directed.
Should the Engineer order suspension of the Contractor's operations in order to protect an
archaeological or historical finding, or order the Contractor to perform extra work, such shall be
covered by an appropriate contract modification (change order or supplemental agreement) as
provided in the subsection titled EXTRA WORK of Section 40 and the subsection titled PAYMENT
FOR EXTRA WORK AND FORCE ACCOUNT WORK of Section 90. If appropriate, the contract
modification shall include an extension of contract time in accordance with the subsection titled
DETERMINATION AND EXTENSION OF CONTRACT TIME of Section 80.
END OF SECTION 70 ,
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General Provisions - 32 ,
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' SECTION 80
PROSECUTION AND PROGRESS
80-01 SUBLETTING OF CONTRACT. The owner will not recognize any subcontractor on the
work. The Contractor shall at all times when work is in progress be represented either in person, by
a qualified superintendent, or by other designated, qualified representative who is duly authorized to
' receive and execute orders of the Engineer.
Should the Contractor elect to assign his/her contract, said assignment shall be concurred in by the
surety, shall be presented for the consideration and approval ofthe owner, and shall be consummated
only on the written approval of the owner. In case of approval, the Contractor shall file copies of all
subcontracts with the Engineer.
' 80-02 NOTICE TO PROCEED. The notice to proceed shall state the date on which it is expected
the Contractor will begin the construction and from which date contract time will be charged. The
' Contractor shall begin the work to be performed under the contract within 10 days of the date set by
the Engineer in the written notice to proceed, but in any event, the Contractor shall notify the
Engineer at least 24 hours in advance of the time actual construction operations will begin.
80-03 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall
submit his/her progress schedule for the Engineer's approval within 10 days after the effective date
' of the notice to proceed. The Contractor's progress schedule, when approved by the Engineer, may
be used to establish major construction operations and to check on the progress of the work. The
Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion of
the project in accordance with the plans and specifications within the time set forth in the proposal.
If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the
' Engineer's request, submit a revised schedule for completion of the work within the contract time
and modify his/her operations to provide such additional materials, equipment, and labor necessary
to meet the revised schedule. Should the prosecution of the work be discontinued for any reason, the
Contractor shall notify the Engineer at least 24 hours in advance of resuming operations.
For AIP contracts, the Contractor shall not commence any actual construction prior to the date on
' which the notice to proceed is issued by the owner.
80-04 LIMITATION OF OPERATIONS. The Contractor shall control his/her operations and the
' operations of his/her subcontractors and all suppliers so as to provide for the free and unobstructed
movement of aircraft in the AIR OPERATIONS AREAS of the airport.
When the work requires the Contractor to conduct his/her operations within an AIR OPERATIONS
AREA of the airport, the work shall be coordinated with airport management (through the Engineer)
' at least 48 hours prior to commencement of such work. The Contractor shall not close an AIR
OPERATIONS AREA until so authorized by the Engineer and until the necessary temporary
marking and associated lighting is in place as provided in the subsection titled BARRICADES,
WARNING SIGNS, AND HAZARD MARKINGS of Section 70.
r¢002'02210.t\SPGCSWEENE?RAL PRov.DOC General Provisions - 33
When the contract work requires the Contractor to work within an AIR OPERATIONS AREA of the
airport on an intermittent basis (intermittent opening and closing of the AIR OPERATIONS AREA),
the Contractor shall maintain constant communications as hereinafter specified; immediately obey
all instructions to vacate the AIR OPERATIONS AREA; immediately obey all instructions to
resume work in such AIR OPERATIONS AREA. Failure to maintain the specified communications
or to obey instructions shall be cause for suspension of the Contractor's operations in the AIR
OPERATIONS AREA until the satisfactory conditions are provided. The following AIR
OPERATIONS AREA (AOA) cannot be closed to operating aircraft to permit the Contractor's
operations on a continuous basis and will therefore be closed to aircraft operations intermittently as
follows:
AOA Time Periods Type of Control
Not Applicable
Taxiway "D" Closed Taxiways Frequency 122.9 Airport
Manager
80-05 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT. The Contractor shall,
at all times, employ sufficient labor and equipment for prosecuting the work to full completion in the
manner and time required by the contract, plans, and specifications.
All workers shall have sufficient skill and experience to perform properly the work assigned to
them. Workers engaged in special work or skilled work shall have sufficient experience in such
work and in the operation of the equipment required to perform the work satisfactorily.
All equipment which is proposed to be used on the work shall be of sufficient size and in such
mechanical condition as to met requirements of the work and to produce a satisfactory quality of
work. Equipment used on any portion of the work shall be such that no injury to previously ,
completed work, adjacent property, or existing airport facilities will result from its use.
When the methods and equipment to be used by the Contractor in accomplishing the work are not
prescribed in the contract, the Contractor is free to use any methods or equipment that will
accomplish the work in conformity with the requirements of the contract, plans, and specifications.
When the contract specifies the use of certain methods and equipment, such methods and equipment 1
shall be used unless others are authorized by the Engineer. If the Contractor desires to use a method
or type of equipment other than specified in the contract, he may request authority from the Engineer
to do so. The request shall be in writing and shall include a full description of the methods and
equipment proposed and of the reasons for desiring to make the change. If approval is given, it will
be on the condition that the Contractor will be fully responsible for producing work in conformity
with contract requirements. If, after trial use of the substituted methods or equipment, the Engineer
determines that the work produced does not meet contract requirements, the Contractor shall
discontinue the use of the substitute method or equipment and shall complete the remaining work
with the specified methods and equipment. The Contractor shall remove any deficient work and
replace it with work of specified quality, or take such other corrective action as the Engineer may
direct. No change will be made in basis of payment for the contract items involved nor in contract
time as a result of authorizing a change in methods or equipment under this subsection.
J:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 34
ET
80-06 TEMPORARY SUSPENSION OF THE WORK. The Engineer shall have the authority to
suspend the work wholly, or in part, for such period or periods as he may deem necessary, due to
unsuitable weather, or such other conditions as are considered unfavorable for the prosecution of the
work,
or for
such time as is
necessary due to
the failure on the part of the Contractor to carry out
'
orders
given
or perform any
or all provisions
of the contract.
In the event that the Contractor is ordered by the Engineer, in writing, to suspend work for some
unforeseen cause not otherwise provided for in the contract and over which the Contractor has no
control, the Contractor may be reimbursed for actual money expended on the work during the period
' of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be
computed from the effective date of the Engineer's order to suspend work to the effective date of the
Engineer's order to resume the work. Claims for such compensation shall be filed with the Engineer
within the time period stated in the Engineer's order to resume work. The Contractor shall submit
with his/her claim information substantiating the amount shown on the claim. The Engineer will
forward the Contractor's claim to the owner for consideration in accordance with local laws or
' ordinances. No provision of this article shall be construed as entitling the Contractor to
compensation for delays due to inclement weather, for suspensions made at the request of the
Contractor, or for any other delay provided for in the contract, plans, or specifications.
If it should become necessary to suspend work for an indefinite period, the Contractor shall store all
materials in such manner that they will not become an obstruction nor become damaged in any way.
' He shall take every precaution to prevent damage or deterioration of the work performed and provide
for normal drainage of the work. The Contractor shall erect temporary structures where necessary to
provide for traffic on, to, or from the airport.
80-07 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of
calendar or working days allowed for completion of the work shall be stated in the proposal and
contract and shall be known as the CONTRACT TIME.
Should the contract time require extension for reasons beyond the Contractor's control, it shall be
adjusted as follows:
a. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the
Engineer. The Engineer will furnish the Contractor a copy of his/her weekly statement of the
number of working days charged against the contract time during the week and the number of
working days currently specified for completion of the contract (the original contract time plus the
number of working days, if any, that have been included in approved CHANGE ORDERS or
SUPPLEMENTAL AGREEMENTS covering EXTRA WORK).
The Engineer shall base his/her weekly statement of contract time charged on the following
considerations:
(1) No time shall be charged for days on which the Contractor is unable to proceed
with the principal item of work under construction at the time for at least 6 hours with the normal
work force employed on such principal item. Should the normal work force be on a double -shift, 12
hours shall be used. Should the normal work force be on a triple -shift, 18 hours shall apply.
' Conditions beyond the Contractor's control such as strikes, lockouts, unusual delays in
transportation, temporary suspension of the principal item of work under construction or temporary
' 192002'D22103\SPECS\GENERALPROV DOC General Provisions - 35
suspension of the entire work which have been ordered by the Engineer for reasons not the fault of
the Contractor, shall not be charged against the contract time.
(2) The Engineer will not make charges against the contract time prior to the
effective date of the notice to proceed.
(3) The Engineer will begin charges against the contract time on the first working
day after the effective date of the notice to proceed.
(4) The Engineer will not.make charges against the contract time after the date of
final acceptance as defined in the subsection titled FINAL ACCEPTANCE of Section 50.
(5) The Contractor will be allowed 1 week in which to file a written protest setting
forth his/her objections to the Engineer's weekly statement. If no objection is filed within such
specified time, the weekly statement shall be considered as acceptable to the Contractor.
The contract time (stated in the proposal) is based on the originally estimated quantities as described
in the subsection titled INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES of
Section 20. Should the satisfactory completion of the contract require performance of work in
greater quantities than those estimated in the proposal, the contract time shall be increased in the
same proportion as the cost of the actually completed quantities bears to the cost of the originally
estimated quantities in the proposal. Such increase in contract time shall not consider either the cost
of work or the extension of contract time that has been covered by change order or supplemental
agreement and shall be made at the time of final payment.
b. CONTRACT TIME based on CALENDAR DAYS shall consist of the number of
calendar days stated in the contract counting from the effective date of the notice to proceed and
including all Saturdays, Sundays, holidays, and nonwork days. All calendar days elapsing between
the effective dates of the Engineer's orders to suspend and resume all work, due to causes not the
fault of the Contractor, shall be excluded.
At the time of final payment, the contract time shall be increased in the same proportion as the cost
of the actually completed quantities bears to the cost of the originally estimated quantities in the
proposal. Such increase in the contract time shall not consider either cost of work or the extension of
contract time that has been covered by a change order or supplemental agreement. Charges against
the contract time will cease as of the date of final acceptance.
c. When the contract time is a specified completion date, it shall be the date on which all
contract work shall be substantially completed.
If the Contractor finds it impossible for reasons beyond his/her control to complete the work within '
the contract time as specified, or as extended in accordance with the provisions of this subsection, he
may, at any time prior to the expiration of the contract time as extended, make a written request to
the Engineer for an extension of time setting forth the reasons which he believes will justify the
granting of his/her request. The Contractor's plea that insufficient time was specified is not a valid
reason for extension of time. If the Engineer finds that the work was delayed because of conditions '
beyond the control and without the fault of the Contractor, he may extend the time for completion in
J:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 36
such amount as the conditions justify. The extended time for completion shall then be in full force
and effect, the same as though it were the original time for completion.
80-08 FAILURE TO COMPLETE ON TIME. For each calendar day or working day, as
specified in the contract, that any work remains uncompleted after the contract time (including all
extensions and adjustments as provided in the subsection titled DETERMINATION AND
EXTENSION OF CONTRACT TIME of this Section) the sum specified in the contract and proposal
as liquidated damages will be deducted from any money due or to become due the Contractor or
his/her surety. Such deducted sums shall not be deducted as a penalty but shall he considered as
liquidation of a reasonable portion of damages that will be incurred by the owner should the
Contractor fail to complete the work, in the time provided in his/her contract.
Permitting the Contractor to continue and finish the work or any part of it after the time fixed for its
completion, or after the date to which the time for completion may have been extended, will in no
way operate as a wavier on the part of the owner of any of its rights under the contract.
80-09 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered
in default of his/her contract and such default will be considered as cause for the owner to terminate
the contract for any of the following reasons if the Contractor:
a. Fails to begin the work under the contract within the time specified in the "Notice to
Proceed," or
b. Fails to perform the work or fails to provide sufficient workers, equipment or materials to
assure completion of work in accordance with the terms of the contract, or
c. Performs the work unsuitably or neglects or refuses to remove materials or to perform
anew such work as may be rejected as unacceptable and unsuitable, or
d. Discontinues the prosecution of the work, or
e. Fails to resume work which has been discontinued within a reasonable time after notice to
• do so, or
f. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or
insolvency, or
g. Allows any final judgment to stand against him unsatisfied for a period of 10 days, or
h. Makes an assignment for the benefit of creditors, or
i. For any other cause whatsoever, fails to carry on the work in an acceptable manner.
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I1A20021022103'SPECS`diENERAI. PROV 11OO
General Provisions - 37
Should the Engineer consider the Contractor in default of the contract for any reason hereinbefore,
he shall immediately give written notice to the Contractor and the Contractor's surety as to the '
reasons for considering the Contractor in default and the owner's intentions to terminate the contract.
If the Contractor or surety, within a period of 10 days after such notice, does not proceed in
accordance therewith, then the owner will, upon written notification from the Engineer of the facts of
such delay, neglect, or default and the Contractor's failure to comply with such notice, have full
power and authority without violating the contract, to take the .prosecution of the work out of the
hands of the Contractor. The owner may appropriate or use any or all materials and equipment that
have been mobilized for use in the work and are acceptable and may enter into an agreement for the
completion of said contract according to the terms and provisions thereof, or use such other methods
as in the opinion of the Engineer will be required for the completion of said contract in an acceptable
mariner.
All costs and charges incurred by the owner, together with the cost of completing the work under '
contract, will be deducted from any monies due or which may become due the Contractor. If such
expense exceeds the sum which would have been payable under the contract, then the Contractor and
the surety shall be liable and shall pay to the owner the amount of such excess.
80-10 TERMINATION FOR NATIONAL EMERGENCIES. The owner shall terminate the
contract or portion thereof by written notice when the Contractor is prevented from proceeding with
the construction contract as a direct result of an Executive Order of the President with respect to the
prosecution of war or in the interest of national defense.
When the contract, or any portion thereof, is terminated before completion of all items of work in the
contract, payment will be made for the actual number of units or items of work completed at
the contract price or as mutually agreed for items of work partially completed or not started. No
claims or loss of anticipated profits shall be considered.
Reimbursement for organization of the work, and other overhead expenses, (when not otherwise
included in the contract) and moving equipment and materials to and from the job will be
considered, the intent being that an equitable settlement will be made with the Contractor. '
Acceptable materials, obtained or ordered by the Contractor for the work and that are not
incorporated in the work shall, at the option of the Contractor, be purchased from the Contractor at
actual cost as shown by receipted bills and actual cost records at such points of delivery as may be
designated by the Engineer.
Termination of the contract or a portion thereof shall neither relieve the Contractor of his/her
responsibilities for the completed work nor shall it relieve his/her surety of its obligation for and
concerning any just claim arising out of the work performed.
END OF SECTION 80 1
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' SECTION 90
MEASUREMENT AND PAYMENT
' 90-01 MEASUREMENT OF QUANTITIES. All work completed under the contract will be
measured by the Engineer, or his/her authorized representatives, using United States Customary
Units of Measurement.
' The method of measurement and computations to be used in determination of quantities of material
furnished and of work performed under the contract will be those methods generally recognized as
' conforming to good engineering practice.
Unless otherwise specified, longitudinal measurements for area computations will be made
' horizontally, and no deductions will be made for individual fixtures (or leave -outs) having an area of
9 square feet or less. Unless otherwise specified, transverse measurements for area computations
will be the neat dimensions shown on the plans or ordered in writing by the Engineer.
' Structures will be measured according to neat lines shown on the plans or as altered to fit field
conditions.
Unless otherwise specified, all contract items which are measured by the linear foot such as
electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be measured parallel to
the base or foundation upon which such items are placed.
In computing volumes of excavation the average end area method or other acceptable methods will
' be used.
The thickness of plates and galvanized sheet used in the manufacture of corrugated metal pipe, metal
' plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction
of inches.
' The term "ton" will mean the short ton consisting of2,000 pounds avoirdupois. All materials which
are measured or proportioned by weights shall be weighed on accurate, approved scales by
competent, qualified personnel at locations designed by the Engineer. If material is shipped by rail,
the car weight may be accepted provided that only the actual weight of material be paid for.
However, car weights will not be acceptable for material to be passed through mixing plants. Trucks
used to haul material being paid for by weight shall be weighed empty daily at such times as the
' Engineer directs, and each truck shall bear a plainly legible identification mark.
Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and
'measured therein at the point of delivery. Vehicles for this purpose may be of any size or type
acceptable to the Engineer, provided that the body is of such shape that the actual contents may be
' readily and accurately determined. All vehicles shall be loaded to at least their water level capacity,
and all loads shall be leveled when the vehicles arrive at the point of delivery.
' When requested by the Contractor and approved by the Engineer in writing, material specified to be
measured by the cubic yard may be weighed, and such weights will be converted to cubic yards for
i'2oo2VR2IQJ\1PECSIGFNERAI.rkov Ixx' General Provisions - 39
payment purposes. Factors for conversion from weight measurement to volume measurement will
be determined by the Engineer and shall be agreed to by the Contractor before such method of
measurement of pay quantities is used.
Bituminous materials will be measured by the gallon or ton. When measured by volume, such
volumes will be measured at 60 F or will be corrected to the volume at 60 F using ASTM D 1250 for
asphalts or ASTM D 633 for tars.
Net certified scale weights or weights based on certified volumes in the case of rail shipments will be ,
used as a basis of measurement, subject to correction when bituminous material has been lost from
the car or the distributor, wasted, or otherwise not incorporated in the work.
When bituminous materials are shipped by truck or transport, net certified weights by volume,
subject to correction for loss or foaming, may be used for computing quantities.
Cement will be measured by the ton or hundredweight.
Timber will be measured by the thousand feet board measure (M.F.B.M.) actually incorporated in ,
the structure. Measurement will be based on nominal widths and thicknesses and the extreme length
of each piece. ,
The term "lump sum" when used as an item of payment will mean complete payment for the work
described in the contract.
When a complete structure or structural unit (in effect, Olump sumf work) is specified as the unit of
measurement, the unit will be construed to include all necessary fittings and accessories. '
Rental of equipment will be measured by time in hours of actual working time and necessary
traveling time of the equipment within the limits of the work. Special equipment ordered by the
Engineer
in connection with force account work will be measured as agreed in the change order or
supplemental agreement authorizing such force account work as provided in the subsection titled
PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of this section.
When standard manufactured items are specified such as fence, wire, plates, rolled shapes, pipe I
conduit, etc., and these items are identified by gage, unit weight, section dimensions, etc., such
identification will be considered to be nominal weights or dimensions. Unless more stringently
controlled by tolerances in cited specifications, manufacturing tolerances established by the ,
industries involved will be accepted. Scales for weighing materials which are required to be
proportioned or measured and paid for by weight shall be furnished, erected, and maintained by the '
Contractor, or be certified permanently installed commercial scales.
Scales shall be accurate within one-half percent of the correct weight throughout the range of use. '
The Contractor shall have the scales checked under the observation of the inspector before beginning
work and at such other times as requested. The intervals shall be uniform in spacing throughout the
graduated or marked length of the beam or dial and shall not exceed one -tenth of 1 percent of the
J:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 40
nominal rated capacity of the scale, but not less than 1 pound. The use of spring balances will not be
permitted.
Beams, dials, platforms, and other scale equipment shall be so arranged that the operator and the
' inspector can safely and conveniently view them.
Scale installations shall have available ten standard 50 -pound (2.3 kilogram) weights for testing the
weighing equipment or suitable weights and devices for other approved equipment.
Scales must be tested for accuracy and serviced before use at a new site. Platform scales shall be
' installed and maintained with the platform level and rigid bulkheads at each end.
Scales "overweighing" (indicating more than correct weight) will not be permitted to operate, and all
' materials received subsequent to the last previous correct weighing -accuracy test will be reduced by
the percentage of error in excess of one-half of I percent.
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In the event inspection reveals the scales have been "underweighing" (indicating less than correct
weight), they shall be adjusted, and no additional payment to the Contractor will be allowed for
materials previously weighed and recorded.
All costs in connection with furnishing, installing, certifying, testing, and maintaining scales; for
furnishing check weights and scale house; and for all other items specified in this subsection, for the
weighing of materials for proportioning or payment, shall be included in the unit contract prices for
the various items of the project.
When the estimated quantities for a specific portion of the work arc designated as the pay quantities
in the contract, they shall be the final quantities for which payment for such specific portion of the
work will be made, unless the dimensions of said portions of the work shown on the plans are
revised by the Engineer. If revised dimensions result in an increase or decrease in the quantities of
such work, the final quantities for payment will he revised in the amount represented by the
authorized changes in the dimensions.
90-02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation provided
for in the contract as full payment for furnishing all materials, for performing all work under the
contract in a complete and acceptable manner, and for all risk, loss, damage, or expense of whatever
character arising out of the nature of the work or the prosecution thereof, subject to the provisions of
the subsection titled NO WAIVER OF LEGAL RIGHTS of Section 70.
When the "basis of payment" subsection of a technical specification requires that the contract price
(price bid) include compensation for certain work or material essential to the item, this same work or
material will not also be measured for payment under any other contract item which may appear
elsewhere in the contract, plans, or specifications.
90-03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted quantities of
work vary from the quantities in the proposal, the Contractor shall accept as payment in full, so far
as contract items are concerned, payment at the original contract price for the accepted quantities of
work actually completed and accepted. No allowance, except as provided for in the subsection titled
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J:O002\0221031SPECS\GENERAI. PROV.DOC General Provisions -41
ALTERATION OF WORK AND QUANTITIES of Section 40 will be made for any increased
expense, loss of expected reimbursement, or loss of anticipated profits suffered or claimed by the
Contractor which results directly from such alterations or indirectly from his/her unbalanced
allocation of overhead and profit among the contract items, or from any other cause.
90-04 PAYMENT FOR OMITTED ITEMS. As specified in the subsection titled OMITTED '
ITEMS of Section 40, the Engineer shall have the right to omit from the work (order
nonperformance) any contract item, except major contract items, in the best interest of the owner.
Should the Engineer omit or order nonperformance of a contract item or portion of such item from
the work, the Contractor shall accept payment in full at the contract prices for any work actually
completed and acceptable prior to the Engineer's order to omit or non -perform such contract item.
Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the
Engineer's order will be paid for at the actual cost to the Contractor and shall thereupon become the
property of the owner.
In addition to the reimbursement hereinbefore provided, the Contractor shall be reimbursed for all '
actual costs incurred for the purpose of performing the omitted contract item prior to the date of the
Engineer's order. Such additional costs incurred by the Contractor must be directly related to the
deleted contract item and shall be supported by certified statements by the Contractor as to the nature
the amount of such costs.
90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. Extra work, performed in
accordance with the subsection titled EXTRA WORK of Section 40, will be paid for at the contract
prices or agreed prices specified in the change order or supplemental agreement authorizing the extra
work. When the change order or supplemental agreement authorizing the extra work requires that it
be done by force account, such force account shall be measured and paid for based on expended
labor, equipment, and materials plus a negotiated and agreed upon allowance for overhead and
profit.
a. Miscellaneous. No additional allowance will be made for general superintendence, the
use of small tools, or other costs for which no specific allowance is herein provided.
b. Comparison of Record. The Contractor and the Engineer shall compare records of the
cost of force account work at the end of each day. Agreement shall be indicated by signature of the
Contractor and the Engineer or their duly authorized representatives.
c. Statement. No payment will be made for work performed on a force account basis until
the Contractor has furnished the Engineer with duplicate itemized statements of the cost of such '
force account work detailed as follows:
(1) Name, classification, date, daily hours, total hours, rate and extension for each '
laborer and foreman.
(2) Designation, dates, daily hours, total hours, rental rate, and extension for each ,
unit of machinery and equipment.
J:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 42
(3) Quantities of materials, prices, and extensions.
(4) Transportation of materials.
' (5) Cost of property damage, liability and workman's compensation insurance
premiums, unemployment insurance contributions, and social security tax.
Statements shall be accompanied and supported by a receipted invoice for all materials used and
transportation charges. However, if materials used on the force account work are not specifically
purchased for such work but are taken from the Contractor's stock, then in lieu of the invoices the
' Contractor shall furnish an affidavit certifying that such materials were taken from his/her stock, that
the quantity claimed was actually used, and that the price and transportation claimed represent the
actual cost to the Contractor.
' 90-06 PARTIAL PAYMENTS. Partial payments will be made at least once each month as the
work progresses. Said payments will be based upon estimates prepared by the Engineer of the value
' of the work performed and materials complete in place in accordance with the contract, plans, and
specifications. Such partial payments may also include the delivered actual cost of those materials
stockpiled and stored in accordance with the subsection titled PAYMENT FOR MATERIALS ON
' HAND of this section
No partial payment will be made when the amount due the Contractor since the last estimate
amounts to less than five hundred dollars.
From the total of the amount determined to be payable on a partial payment, 10 percent of'such total
amount will be deducted and retained by the owner until the final payment is made, except as may be
provided (at the Contractor's option) in the subsection titled PAYMENT OF WITHHELD FUNDS
of this section. The balance (90 percent) of the amount payable, less all previous payments, shall be
' certified for payment. Should the Contractor exercise his/her option, as provided in the subsection
titled PAYMENT OF WITHHELD FUNDS of this section, no such 10 percent retainage shall be
deducted.
' When not less than 95 percent of the work has been completed the Engineer may, at his/her
discretion and with the consent of the surety, prepare an estimate from which will be retained an
' amount not less than twice the contract value or estimated cost, whichever is greater, of the work
remaining to be done. The remainder, less all previous payments and deductions, will then be
certified for payment to the Contractor.
It is understood and agreed that the Contractor shall not be entitled to demand or receive partial
payment based on quantities of work in excess of those provided in the proposal or covered by
approved change orders or supplemental agreements, except when such excess quantities have been
determined by the Engineer to be a part of the final quantity for the item of work in question.
' No partial payment shall bind the owner to the acceptance of any materials or work in place as to
quality or quantity. All partial payments are subject to correction at the time of final payment as
provided in the subsection titled ACCEPTANCE AND FINAL PAYMENT of this section.
I:'200?'022103'SI'ECSGF.NER AFPROV,DOC General Provisions -43
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90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the extent
of the delivered cost of materials to be incorporated in the work, provided that such materials meet
the requirements of the contract, plans, and specifications and are delivered to acceptable sites on the
airport property or at other sites in the vicinity that are acceptable to the owner. Such delivered costs
of stored or stockpiled materials may be included in the next partial payment after the following
conditions are met:
a. The material has been stored or stockpiled in a manner acceptable to the Engineer at or on
an approved site.
b. The Contractor has furnished the Engineer with acceptable evidence of the quantity and
quality of such stored or stockpiled materials.
c. The Contractor has furnished the Engineer with satisfactory evidence that the material and
transportation costs have been paid.
d. The Contractor has furnished the owner legal title (free of liens or encumbrances of any
kind) to the material so stored or stockpiled.
e. The Contractor has furnished the owner evidence that the material so stored or stockpiled
is insured against loss by damage to or disappearance of such materials at anytime prior to use in the
work.
It is understood and agreed that the transfer of title and the owner's payment for such stored or
stockpiled materials shall in no way relieve the Contractor of his/her responsibility for furnishing
and placing such materials in accordance with the requirements of the contract, plans, and
specifications.
In no case will the amount of partial payments for materials on hand exceed the contract price for
such materials or the contract price for the contract item in which the material is intended to be used.
No partial payment will be made for stored or stockpiled living or perishable plant materials. I
The Contractor shall bear all costs associated with the partial payment of stored or stockpiled
materials in accordance with the provisions of this subsection. I
90-08 PAYMENT OF WITHHELD FUNDS. At the Contractor's option, he/she may request that ,
the owner accept (in lieu of the 10 percent retainage on partial payments described in the subsection
titled PARTIAL PAYMENTS of this section) the Contractor's deposits in escrow under the
following conditions.
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a. The Contractor shall bear all expenses of establishing and maintaining an escrow account
' and escrow agreement acceptable to the owner.
b. The Contractor shall deposit to and maintain in such escrow only those securities or bank
certificates of deposit as are acceptable to the owner and having a value not less than the 10 percent
retainage that would otherwise be withheld from partial payment.
c. The Contractor shall enter into an escrow agreement satisfactory to the owner.
d. The Contractor shall obtain the written consent of the surety to such agreement.
' 90-09 ACCEPTANCE AND FINAL PAYMENT. When the contract work has been accepted in
accordance with the requirements of the subsection titled FINAL ACCEPTANCE of Section 50, the
Engineer will prepare the final estimate of the items of work actually performed. The Contractor
' shall approve the Engineer's final estimate or advise the Engineer of his/her objections to the final
estimate which are based on disputes in measurements or computations of the final quantities to be
paid under the contract as amended by change order or supplemental agreement. The Contractor and
' the Engineer shall resolve all disputes (if any) in the measurement and computation of final
quantities to be paid within 30 calendar days of the Contractor's receipt of the Engineer's final
estimate. If, after such 30 -day period, a dispute still exists, the Contractor may approve the
' Engineer's estimate under protest of the quantities in dispute, and such disputed quantities shall be
considered by the owner as a claim in accordance with the subsection titled CLAIMS FOR
ADJUSTMENT AND DISPUTES of Section 50.
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After the Contractor has approved, or approved under protest, the Engineer's final estimate, final
payment will be processed based on the entire sum, or the undisputed sum in case of approval under
protest, determined to be due the Contractor less all previous payments and all amounts to be
deducted under the provisions of the contract. All prior partial estimates and payments shall be
subject to correction in the final estimate and payment.
If the Contractor has filed a claim for additional compensation under the provisions of the subsection
titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions of
this subsection, such claims will be considered by the owner in accordance with local laws or
ordinances. Upon final adjudication of such claims, any additional payment determined to be due
the Contractor will he paid pursuant to a supplemental final estimate.
END OF SECTION 90
L\2002\022103\SPFCSIGENERAI. PROV.DOC General Provisions - 45
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SECTION 100
CONTRACTOR QUALITY CONTROL PROGRAM '
100-01 GENERAL. The Contractor shall establish, provide, and maintain an effective Quality
Control Program that details the methods and procedures that will be taken to assure that all
materials and completed construction required by this contract conform to contract plans, technical
specifications and other requirements, whether manufactured by the Contractor, or procured from
subcontractors or vendors. Although guidelines are established and certain minimum requirements
are specified herein and elsewhere in the contract technical specifications, the Contractor shall
assume full responsibility for accomplishing the stated purpose.
The intent of this section is to enable the Contractor to establish a necessary level of control that
will:
a. Adequately provide for the production of acceptable quality materials.
b. Provide sufficient information to assure both the Contractor and the Engineer that '
the specification requirements can be met.
c. Allow the Contractor as much latitude as possible to develop his or her own '
standard of control.
The Contractor shall be prepared to discuss and present, at the pre -construction conference, his/her
understanding of the quality control requirements. The Contractor shall not begin any construction
or production of materials to be incorporated into the completed work until the Quality Control
Program has been reviewed by the Engineer. No partial payment will be made for materials subject
to specific quality control requirements until the Quality Control Program has been reviewed.
The quality control requirements contained in this section and elsewhere in the contract technical
specifications are in addition to and separate from the acceptance testing requirements. Acceptance
testing requirements are the responsibility of the Engineer.
100-02 DESCRIPTION OF PROGRAM
a. General Description. The Contractor shall establish a Quality Control Program to
perform inspection and testing of all items of work required by the technical specifications, including
those performed by subcontractors. This Quality Control Program shall ensure conformance to
applicable specifications and plans with respect to materials, workmanship, construction, finish, and
functional performance. The Quality Control Program shall be effective for control of all
construction work performed under this Contract and shall specifically include surveillance and tests
required by the technical specifications, in addition to other requirements of this section and any
other activities deemed access by the Contractor to establish an effective level of quality control.
b. Quality Control Program. The Contractor shall describe the Quality Control Program in
a written document which shall be reviewed by the Engineer prior to the start of any production,
J:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 46
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construction, of off -site fabrication. The written Quality Control Program shall be submitted to the
Engineer for review at least calendar 5 days before the Preconstruction Conference.
Submittal of the written Quality Control Program prior to the start of work will allow for detailed
discussion of the requirements at the preconstruction meeting. This will give the Contractor a better
understanding of the requirements before developing the Quality Control Program.
The Quality Control Program shall be organized to address, as a minimum, the following items:
a. Quality control organization;
b. Project progress schedule; Submittals schedule;
C. Inspection requirements;
d. Quality control testing plan;
c. Documentation of quality control activities; and
Requirements for corrective action when quality control and/or acceptance
criteria are not met.
The Contractor is encouraged to add any additional elements to the Quality Control Program that
he/she deems necessary to adequately control all production and/or construction processes required
by this contract.
100-03 QUALITY CONTROL ORGANIZATION. The Contractor's Quality Control Program
' shall be implemented by the establishment of a separate quality control organization. An
organizational chart shall he developed to show all quality control personnel and how these
personnel integrate with other management/production and construction functions and personnel.
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The organizational chart; shall identify all quality control staff by name and function, and shall
indicate the total staff required to implement all elements of the Quality Control Program, including
inspection and testing, for each item of work. If necessary, different technicians can be utilized for
specific inspection and testing functions for different items of work. If an outside organization or
independent testing laboratory is used for implementation of all or part of the Quality Control
Program the personnel assigned shall be subject to the qualification requirements of paragraph 100-
03a and 100-03b. The organizational chart shall indicate which-persormel are Contractor employees
and which are provided by an outside organization.
The quality control organization shall consist of the following minimum personnel:
a. Program Administrator.
The Program Administrator shall be a full-time employee of the Contractor, consultant engaged by
the Contractor. The Program Administrator shall have a, minimum of 5 years of experience in
airport and/or highway construction and shall have had prior quality control experience on a, project
of comparable size and scope as the contract.
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).R002N022103\SPecs'cEKERAL PROV [X)C General Provisions - 47
Additional qualifications for the Program Administrator shall include at least I of the following
requirements:
(1)Professional engineer with 1 year of airport paving experience acceptable to the Engineer.
(2)Engineer-in-training with 2 years of airport paving experience acceptable to the Engineer.
(3)An individual with 3 years of highway and/or airport paving experience acceptable to the
Engineer, with a Bachelor of Science Degree in Civil Engineering, Civil Engineering
Technology or Construction. -
(4)Construction materials technician certified at Level III by the National Institute for '
Certification in Engineering Technologies (NICET).
(5)Highway materials technician certified at Level III by NICET. ,
(6)Highway construction technician certified at Level III by NICET.
(7)A NICET certified engineering technician in Civil Engineering Technology with 5 years
of highway to
and/or airport paving experience acceptable the Engineer.
The Program Administrator shall have full authority to institute any and all actions necessary for the
successful implementation of the Quality Control Program to ensure compliance with tie contract
plans and technical specifications. The Program Administrator shall report directly to a responsible
officer of the construction firm. The Program Administrator may supervise the Quality Control
Program on more than one project provided that person can be at,the job site within 2 hours after
being notified of a problem.
b. Quality Control Technicians. A sufficient number of quality control technicians
necessary to adequately implement the Quality Control Program shall be provided. These personnel
shall be either engineers, engineering technicians, or experienced craftsman with qualifications in the
appropriate field equivalent to NICET Level II or higher construction materials technician or
highway construction technician and shall have a minimum of 2 years of experience in their area of
expertise. '
The quality control technicians shall report directly to the Program Administrator and shall perform
the following functions: '
(I )Inspection of all materials, construction, plant, and equipment for conformance to the '
technical specifications, and as required by Section 100-06.
(2) Performance of all quality control tests as required by the technical specifications and '
Section 100-07.
Certification at an equivalent level, by a state or nationally recognized organization will be
acceptable in lieu of NICET certification.
1:\2002\022103\SPECS\GENERAL PROV.DOC General Provisions - 48
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' c. Staffing Levels. The Contractor shall provide sufficient qualified quality control
personnel to monitor each work activity at all times. Where material is being produced in a plant for
incorporation into the work, separate plant and field technicians shall be provided at each plant and
field placement location. The scheduling and coordinating of all inspection and testing must match
the type and pace of work activity. The Quality Control Program shall state where different
technicians will be required for different work elements.
' 100-04 PROJECT PROGRESS SCHEDULE. The Contractor shall submita coordinated
construction schedule for all work activities. The schedule shall be prepared as a network diagram in
Critical Path Method (CPM), PERT, or other format, or as otherwise specified in the contract. has a
minimum, it shall provide information on the sequence of work activities, milestone dates, and
activity duration.
' The Contractor shall maintain the work schedule and provide an update and analysis of the progress
schedule on a twice monthly basis: or as otherwise specified in the contract. Submission of the work
' schedule shall not relieve the Contractor of overall responsibility for scheduling, sequencing, and
coordinating all work to comply with the requirements of the contract
100-05 SUBMITTALS SCHEDULE. The Contractor shall submit a detailed listing of all
submittals (e.g., mix designs, material certifications) and shop drawings required by the technical
specifications. The listing can be developed in a spreadsheet format and shall include:
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a. Specification item number;
b. Item description:
c. Description of submittal:
d. Specification paragraph requiring submittal; and
e. Scheduled date of submittal.
100-06 INSPECTION REQUIREMENTS. Quality control inspection functions shall be organized
to provide inspections for all definable features of work, as detailed below. All inspections shall be
documented by, the Contractor as specified by Section 100-07.
Inspections shall be performed daily to ensure continuing compliance with contract requirements
until completion of the particular feature of work. These shall include the, following minimum
requirements:
a. During plant operation for material production, quality control test results and periodic
inspections shall be utilized to ensure the quality of aggregates and other mix components, and to
adjust and control mix proportioning to meet the approved mix design and other requirements of the
technical specifications. All equipment utilized in proportioning and mixing shall be inspected to
ensure its proper operating condition. The Quality Control Program shall detail how these and other
quality control functions will be accomplished and utilized.
h. During field operations, quality control test results and periodic inspections shall be
utilized to ensure the quality of all materials and workmanship. All equipment utilized in placing,
finishing, and compacting shall be inspected to ensure its proper operating condition and to ensure
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that all such operations are in conformance to the technical specifications, and are within the plan
dimensions, lines, grades, and tolerances specified. The Program shall document how these and
other quality control functions will be accomplished and utilized.
100-07 QUALITY CONTROL TESTING PLAN. As a part of the overall Quality Control
Program, the Contractor shall implement a quality control testing plan, as required by the technical
specifications. The testing plan shall include the minimum tests and test frequencies required by
each technical specification Item, as well as any additional quality control tests that the Contractor
deems necessary to adequately control production and/or construction processes.
The testing plan can be developed in a spreadsheet fashion and shall, as a minimum, include the
following:
a. Specification item number (e.g., P-401);
b. Item description (e.g., Plant Mix Bituminous Pavements);
c. Test type (e.g., gradation, grade, asphalt content);
d. Test standard (e.g., ASTM or AASHTO test number, as applicable);
e. Test frequency (e.g., as required by technical specifications or minimum frequency
when requirements are not stated);
f. Responsibility (e.g., plant technician); and
g. Control requirements (e.g., target, permissible deviations).
The testing plan shall contain a statistically -based procedure of random sampling for acquiring test
samples in accordance with ASTM D 3665. The Engineer shall be provided the, opportunity to
witness quality control sampling and testing.
All quality control test results shall be documented by the Contractor as required by Section 100-08.
100-08 DOCUMENTATION. The Contractor shall maintain current quality control records of all
inspections and tests performed. These records shall include factual evidence that the required
inspections or tests have been performed, including type and number of inspections or tests involved;
results of inspections, or tests;,, nature of defects, deviations, causes for rejection, etc.; proposed
remedial action; and corrective actions taken.
These records must cover both conforming and defective or deficient features, and must include a '
statement that all supplies and materials incorporated in the work are in full compliance with the
terms of the contract. Legible copies of these records shall be furnished to the Engineer daily, The
records shall cover all work placed subsequent to the previously furnished records and shall be
verified and signed by the Contractor's Program Administrator.
Specific Contractor quality control records required for the contract shall include, but are not '
necessarily limited to, the following records:
a. Daily Inspection Reports. Each Contractor quality control technician shall maintain a '
daily log of all inspections performed for both Contractor and subcontractor operations on a form
acceptable to the Engineer. These technician's daily reports shall provide factual evidence that
J:\2002\022103\SPECS'G EN ERAL PROV.DOC General Provisions - 50
continuous quality control inspections have been performed and shall, as a minimum, include the
following:
(1) Technical specification item number and description;
' (2) Compliance with approved submittals;
(3) Proper storage of materials and equipment;
(4) Proper operation of all equipment;
(5) Adherence to plans and technical specifications;
(6) Review of quality control tests; and
(7) Safety inspection.
' The daily inspection reports shall identify inspections conducted, results of inspections, location and
nature of defects found, causes for rejection, and remedial or corrective actions taken or proposed.
The daily inspection reports shall be signed by the responsible quality control technician and the
Program Administrator. The Engineer shall be provided at least one copy of each daily inspection
report on the work day following
' the day of record.
b. Daily Test Reports. The Contractor shall be responsible for establishing a system which
will record all quality control test results. Daily test reports shall document the following
information:
' (1)
(2)
(3)
' (4)
(5)
(6)
(7)
(8)
(9)
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Technical specification item number and description;
Test designation;
Location;
Date of test;
Control requirements;
Test results;
Causes for rejection;
Recommended remedial actions; and
Retests.
Test results from each day's work period shall be submitted to the Engineer prior to the start of the
next day's work period. When required by the technical specifications, the Contractor shall maintain
statistical quality control charts. The daily test reports shall he signed by the responsible quality
control technician and the Program Administrator.
100-09 CORRECTIVE ACTION REQUIREMENTS. The Quality Control Program shall
indicate the appropriate action to be taken when a process is deemed, or believed, to be out of
control (out of tolerance) and detail what action will be taken to bring the process into control. The
requirements for corrective action shall include both general requirements for operation of the
Quality Control Program as a whole, and for individual items of work contained in the technical
specifications.
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The Quality Control Program shall detail how the results of quality control inspections and tests will
be used for determining the need for corrective action and shall contain clear sets of rules to gauge
when a process is out of control and the type of correction to be taken to regain process control.
When applicable or required by the technical specifications, the Contractor shall establish and utilize
statistical quality control charts for individual quality control tests. The requirements for corrective
action shall be linked to the control charts.
100-10 SURVEILLANCE BY THE ENGINEER. All items of material and equipment shall be
subject to surveillance by the Engineer at the point of production, manufacture or shipment to
determine if the Contractor, producer, manufacturer or shipper maintains an adequate quality control
system in conformance with the requirements detailed herein and the applicable technical
specifications and plans. In addition, all items of materials, equipment and work in place shall be
subject to surveillance by the Engineer at the site for the same purpose.
Surveillance by the Engineer does not relieve the Contractor of performing quality control
inspections of either on -site or off -site Contractor's or subcontractor's work.
100-11 NONCOMPLIANCE.
The Engineer will notify the Contractor of any noncompliance with any of the foregoing
requirements. The Contractor shall, after receipt of such notice, immediately take corrective action.
Any notice, when delivered by the Engineer or his/her authorized representative to the Contractor or
his/her authorized representative at the site of the work, shall be considered sufficient notice.
In cases where quality control activities do not comply with either the Contractor's Quality Control
Program or the contract provisions, or where the Contractor fails to properly operate and maintain an
effective, Quality Control Program, as determined by the Engineer, the Engineer may:
(1). Order the Contractor to replace ineffective or unqualified quality, control personnel or
subcontractors.
(2). Order the Contractor to stop operations until appropriate corrective actions is taken.
END OF SECTION 100
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SECTION 110
METHOD OF ESTIMATING PERCENTAGE OF MATERIAL
WITHIN SPECIFICATION
LIMITS (PWL)
110-01 GENERAL. When the specifications provide for material to be sampled and tested on a
statistical basis, the material will he evaluated for acceptance in accordance with this section. All
test results for a lot will be analyzed statistically, using procedures to determine the total estimated
percent of the lot that is within specification limits. This concept, termed percent within limits
(PWL), is a statistically based evaluation method, whereby the PWL is computed on a lot basis,
using the average (X) and standard deviation (S) of the specified number (n) of'sublot tests for the
lot and the specification tolerance limits (L for lower and U for upper) for the particular acceptance
parameter. From these values, the respective Quality index(s) (QL for Lower Quality Index and/or
Qu for Upper Quality Index) is computed and the PWL for the specified n is determined from Table
I.
110-02 METHOD FOR COMPUTING PWL. The computational sequence for computing the
PWL is as follows:
a. Divide the lot into n sublots in accordance with the acceptance requirements of
the specification.
b. Locate the sampling position within the sublot in accordance with the random
sampling requirements of the specification.
c. Make a measurement at each location, or take a test portion and make the
measurement on the test portion in accordance with the testing requirements of
the specification.
d. Average all sublot values within the lot to find X by using the following formula:
X=(XI+X2+X3+.......xn)/n
Where:
X = Average of all sublot values within a lot
x1, x, = Individual sublot values
n = Number of sublots
e. Find the standard deviation (S ) by use of the following formula:
S°=[(d,2+d,-+d322+...dn2)/n-I ]In_
Where: = Sample
S standard deviation of the number of sublot values in the set
d,, d2 = deviations of the individual sublot values X1, X2. . from the
average value X
that isd,=(xI-X),d2=(x2-X)..d=(X„-X)
n = number of sublots
1:\2002\022103\SPECS\GENERAL PROV IXX:
General Provisions - 53
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For single sided specification limits (i.e., L only), compute the Lower Quality '
Index QL by use of the following formula:
QL = (X - L) / Sn 1
Where: L = specification lower tolerance limit
Estimate the percentage of material within limits (PWL) by entering Table [with '
QL, using the column appropriate to the total number (n) of measurements, If the
value of QL falls between values shown on the table, use the next higher value of
PWL.
g. For double sided specification limits (ie. L, and U), compute the Quality
Indexes QL and Qu by use of the following formulas:
QL = (X - L) / Sn and Qu = (U -X) / Sn ,
Where: L and U = specification lower and upper U tolerance limits
Estimate the percentage of material between the lower (L) and upper (U)
tolerance limits (PWL) by entering Table I separately with QL and Qu, using the
column appropriate to the total number (n) of measurements, and determining the
percent of material above PL and percent of material below Pu for each tolerance
limit. If the values of QL fall between values shown on the table, use the next
higher value of PL or P. Determine the PWL by use of the following formula:
PWL=(Pu+PL)-100
Where:
PL = percent within lower specification limit '
Pu = percent within upper specification limit
EXAMPLE OF PWL CALCULATION
Project: Example Project
Test Item: Item P-401, Lot A.
A. PWL Determination for Mat Density.
1. Density of four random cores taken from Lot A.
A-1 96.60
A-2 97.55
A-3 99.30
A-4 98.35 ,
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General Provisions - 54
n=4
2. Calculate average density for the lot.
X = (96.60+97.55+99.30+98.35)/4
X = 97.95 percent density
3. Calculate the standard deviation for the lot.
Sn = [(96.60-97.95)'-+(97.55-97.95)'+(99.30-97.95)2+(98.35-97.95)' )/4- 1)1/2
S0 = [ (1.82+0.16+1.82+0.I6) / 3 ]1f'
Sn= 1.15
4. Calculate the Lower Quality Index QL for the lot. (L=96.3)
Qi_ = (X - L) / Sn
QL = (97.95-96.30) / 1.15
QI, = 1.4384
5. Determine PWL by entering Table I with QL = 1.44 and n = 4.
PWL=98
B. PWL Determination for Air Voids.
1. Air Voids of four random samples taken from Lot A.
A- I
A-2
A-3
A-4
2. Cab
X=
X=
X=
5.00
3.74
2.30
3.25
:ulate the average air voids for the lot
(x1+x,+x3..n)/n
(5.00+3.74+2.30+3.25)/4
3.57 percent
).\2002\022103\SPECS'GE\ERAI. PROV.DO(- General Provisions - 55
3. Calculate the
standard deviation Sn for the lot.
Sn = [(3.57_5.00)2
+
(3.57-3.74)2 + (3.57-2.30)2
+ (3.57-3.25) )2 / 4-1) ] 12
Sn= [ (2.04+0.03+
1.62+0.10)/3 ]12
Sn = 1.12
4. Calculate the
Lower
Quality Index QL
for the lot
(L= 2.0)
QL= (X-L)Sn
QL = (3.57-2.00)
/ 1.12
QL = 1.3992
5. Determine PL
by entering Table I with
QL = 1.40 and
n=4.
PL=97
97
6. Calculate the Upper Quality Index Qu for the lot
(U=5.0)
Qu = (U -X)/ Sn
Qu = (5.00-3.57)/1.12
Qu = 1.2702
7. Determine Pu by entering Table with Qu = 1.27 and
n=4.
Pu=93
8. Calculate Air Voids PWL
PWL = (PL + Pu) - 100
PWL=(97+93)-100=90
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TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN -LIMITS (PWL)
Percent Within Limits (PWL).
P1., and Pu
Positive
Values of Q
n-3
n=4
n=5
n-6
n=7
n=8
99
11541
1,4700
1.6714
1.8008
1.8888
1.9520
98
1.1524
1.4400
16016
1.6982
1.7612
1.8053
97
1.1496
14100
15427
1.6181
1.6661
1.6993
96
1.1456
1.3800
1.4897
1.5497
1.5871
1.6127
95
1.1405
1.3500
1.4407
14887
1.5181
1.5381
94
1.1342
1.32(X)
1.3946
1.4329
1.4561
1.4716
93
1.1269
1.29(X)
1.3508
1.3810
1.3991
14112
92
1.1184
1.2600
1.3088
1.3323
1.3461
1.3554
91
1.1089
1.2300
1.2683
1.2860
1.2964
1.3032
90
1.0982
1.2000
1.2290
1.2419
1.2492
1.2541
89
1.0861
1.17(X)
1.1909
1.1995
1.2043
1.2075
88
1.0736
1.14(X)
1.1537
1.1587
1.1613
1.1630
87
1.0597
1.1 100
1.1 173
1.1191
1.1199
1.1204
86
1.0448
1.0800
1.0817
1.0808
1.0800
1.0794
85
1.0288
1.0500
1.0467
1.0435
1.0413
1.0399
84
1.0119
1.0200
1.0124
1.0071
1.0037
1.0015
83
0.9939
0.9900
0.9785
0.9715
0.9672
0.9643
82
0,9749
29600
0.9452
0.9367
0.9325
0.9281
81
0.9550
0.9300
0.9123
0.9025
6.8966
0.8928
80
0.9342
0.9000
0.8799
0.8690
0.8625
0.8583
79
0.9124
0.8700
0.8478
0.8360
0.8291
0.8245
78
0.8897
0.8400
0.8160
0.8036
0.7962
0.7915
77
0.8662
0.8100
0.7846
0.7716
0.76)
0.7590
76
0.8417
0.7800
0.7535
0.7401
0.7322
0.7271
75
0.8165
0.75(X)
0.7226
0.7089
0.7009
0.6958
74
0.79(7
0.7200
0.6921
0.6781
0.6701
0.6649
73
0.7636
0.6900
0.6617
0.6477
0.6396
0.6344
72
0.73(X)
0.6600
0.6316
0.6176
0.6095
0.6044
71
0.7077
0.6300
0.6016
0.5878
0.5798
0.5747
70
0.6787
0.60(X)
0.5719
0.5583
0.5504
0.5454
69
0.6490
0.5700
0.5423
0.5290
0.5213
0.5164
68
0.6187
0.5400
0.5129
0,4999
0.4924
0.4877
67
0.5878
0.5100
0.4836
0.4710
0.4638
0.4592
66
0.5563
04800
0.4545
0,4424
04354
0.4310
65
0.5242
0.4500
0.4255
04139
0.4073
0.4031
64
04916
0.4200
0.3967
0.3856
0.3793
0.3753
63
0.4586
0.39(X)
0.3679
0.3575
0.3515
0.3477
62
0.4251
0.36(X)
0.3392
0.3295
0.3239
0.3203
61
0.3911
0.3300
0.3107
0.3016
0.2964
0.2931
60
0.3568
0.3000
0.2822
0.2738
0.2691
0.2660
59
0.3222
0.2700
0.2537
0.2461
0.2418
0.2391
58
0.2872
U.24W
0.2254
0.2186
0.2147
0.2122
57
22519
0.21(X)
0.1971
0.1911
0.1877
0.1855
56
0.2161
0.18(X)
0.1688
0.1636
0.1613
0.1592
55
0.1806
0.1500
0.1408
0.1363
0.1338
0.1322
54
0.1447
0.1200
0.1125
0.1090
0.1070
0.1057
53
0.108,
0.0900
0.6843
0.0817
0.0802
0.0792_
52
0.0725
0.0600
0.0562
0.0544
0.0534
0.0528
51
0,0363
0.0300
0.0281
0.02272
0.0267
0.0264
50
0.0
0.0
0.0
0.0
0.0
0.0
1:)'00£0'-2103\sPECSIGENERAI. PROV.DOC General Provisions - 57
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TABLE I. TABLE FOR ESTIMATING PERCENT, OF LOT WITHIN LIMITS (PWL) ,
Negative Values of Q (Qu and Qu)
Percent Within Limits (PWL), P1, and Pu
n=3 n=4 n=5 n=6 n=7 n =8
49 -0.0363 -0-0300 -0.0281 -0.0272 -0.0267 -0.0264
48 -0.0725 -0.0600 -0.0562 --0.0544 -0.0534 -0.0528
47 -0.1087 -0.0900 -0.0843 -0.0817 -0.0802 -0.0792
46 -0.1447 -0.1200 -0.1125 -0.1090 -0.1070 -0.1057
45 -0.1806 -0.1500 -0.1408 -0.1363 -0.1338 -0.1322
44 -0.2164 -0.1800 -0.1688 -0.1636 -0.1607 -0.1592
43 -0.2519 -0.2100 -0.1971 -0.1911 -0.1877 -0.1855
42 -0.2872 -0.2400 -0.2254 -0.2186 -0.2147 -0.2122
41 -0.3222 -0.2700 -0.2537 -0.2461 -0.2418 -0.2391
40 -0.3568' -0.3000 -0.2822 -0.2738 -0.2691 -0.2660
39 -0.3911 -0.3300 -0.3107 -0.3016 -0.2964 -0.2931
38 -0.4251 -0.3600 -0.3392 -0.3295 -0.3239 -0.3203
37 -0.4586 -0.3900 -0.3679 -0.3575 -0.3515 -0.3477
36 -0.4916 -0.4200 -0.3967 -0.3856 -0.3793 -0.3753
35 -0.5242 -0.4500 -0.4255 -0.4139 -0.4073 -0.4031
34 -0.5563 -0.4800 -0.4545 -0.4424 -0.4354 -0.4310
33 -0.5878 -0.5100 -0.4836 -0.4710 -0.4638 -0.4592
32 -0.6187 -0.5400 -0.5129 -0.4999 -0.4924 -0.4877
31 -0.6490 -0.5700 -0.5423 -0.5290 -0.5213 -0.5164
30 -0.6787 -0.6000 -0.5719 -0.5583 -0.5504 -0.5454
29 -0.7077 -0.6300 -0.6016 -0.5878 -0.5798 -0.5747
28 -0.7360 -0.6600 -0.6316 -0.6176 -0.6095 -0.6044
27 -0.7636 -0.6900 -0.6617 -0.6477 -0.6396 -0.6344
26 -0.7904 -0.7200 -0.6921 -0.6781 -0.6701 -0.6649
25 -0.8165 -0.7500 -0.7226 -0.7089 -0.7009 -0.6958
24 -0.8417 -0.7800 -0.7535 -0.7401 -0.7322 -0.7271
23 -0.8662 -0.8100 -0.7846 -0.7716 -0.7640 -0.7590
22 -0.8897 -0.8400 -0.8160 -0.8036 -0.7962 -0.7915
21 -0.9124 -0.8700 -0.8478 -0.8360 -0.8291 -0.8245
20 -0.9342 -0.9000 -0.8799 -0.8690 -0.8625 -0.8583
19 -0.9550 -0.9300 -0.9121 -0.9025 -0.8966 -0.8928
18 -0.9749 -0.9600 -0.9452 -0.9367 -0.9325 -0.9281
17 -0.9939 -0.9900 -0.9785 -0.9715 -0.9672 -0.9643
16 -1.0119 -1.0200 -1.0124 -1.0071 -1.0037 -1.0015
15 -1.0288 -1.0500 -1.0467 -1.0435 -1.0413 -1.0399
14 -1.0448 -1.0800 -1.0817 -1.0808 -1.0800 -1.0794
13 -1.0597 -1.1100 -1.1173 -1.1191 -1.1199 -1.1204
12 -1.0736 -1.1400 -1.1537 -1.1587 -1.1613 -1.1630
11 -1.0864 -1.1700 -1.1909 -1.1995 -1.2043 -1.2075
10 -1.0982 -1.2000 -1.2290 -1.2419 -1.2492 -1.2541
9 -1.1089 -1.2300 -1.2683 -1.2860 -1.2964 -1.3032
8 -1.1184 -1.2600 -1.3088 -1.3323 -1.3461 -1.3554
7 -1.1269 -1.2900 -1.3508 -1.3810 -1.3991 -1.4112
6 -1.1342 -1.3200 -1.3946 -1.4329 -1.4561 -1.4716
5 -1.1405 -1.3500 -1.4407 -1.4887 -1.5181 -1.5381
4 -1.1456 -1.3800 -1.4897 -1.5497 -1.5871 -1.6127
3 -1.1496 -1.4100 -1.5427 -1.6181 -1.6661 -1.6993
2 -1.1524 -1.4400 -1.6016 -1.6982 -1.7612 -1.8053
1 -1.1541 -1.4700 -1.6714 -1.8008 -1.8888 -1.9520
END OF SECTION 110 '
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SPECIAL PROVISIONS
GENERAL. The GENERAL PROVISIONS presented hereinbefore are basically a presentation of
FAA's (the primary funding agency's) standards. These SPECIAL PROVISIONS, where in conflict
' with the GENERAL PROVISIONS, shall supersede and take precedence over the GENERAL
PROVISIONS. Otherwise, the GENERAL PROVISIONS shall govern the work to which they apply.
DESCRIPTION OF THE PROJECT. The work to be performed under this Project includes the
furnishing of all equipment, materials, and incidental items, and performing all labor required to
construct the Taxiway work including perform stripping, excavation, embankment, drainage, base
material, pavement, taxiway lighting relocation, grading and seeding.
COORDINATION OF THE WORK. The work on this project consists of improvements to an
'airport in actual operation; therefore, the Contractor shall cooperate with the airport management to
hold the "displaced runway threshold" to the minimum time required. The airport is to remain open
during the construction of these improvements, and it is imperative that construction activities be
carried on in such a manner that the safety of aircraft using the airport will not be impaired in any
way. The Contractor's equipment will not be operated closer than 25() feet of any runway centerline
' or 300' feet from the end of the existing runway unless under a "Closed Runway" or a "Displaced
Threshold" condition. Additional safety and construction requirements are listed hereinafter in these
SPECIAL PROVISIONS under the sub -heading SAFETY REQUIREMENTS AND
' CONSTRUCTION PROCEDURES.
In addition, the Contractors and/or Subcontractors must coordinate their activities so that one does
' not damage work previously completed by the other.
SAFETY REQUIREMENTS AND CONSTRUCTION PROCEDURES
' "Safety Requirements on Airports During Agency Funded Construction Activity" (Order SW 5200.5)
and also FAA Advisory Circular 150/5370-2C. These safety requirements shall govern the
construction process.
Construction Activity and Aircraft Movements
' (a) Safety requirements for construction activity affecting aircraft movement areas have
been coordinated with the airport owner (or operator) and representatives of the
Airports District Office, Airports Certification Staff, General Aviation District
' Office, Air Carrier District Office, Air Transportation Security Field Office, Air
Traffic Division (ASW-530), Airway Facilities Division (ASW-420), and Logistics
' Division (ASW-56) as appropriate for the particular location. As a result of this
coordination, a work sequence intending a minimum of disruption to aircraft
operations has been developed. The resulting restrictions imposed on the Contractor
have been included as a part of the contract provisions.
(b) During the time that the contractor is performing the work, the aprons, taxiways, and
' runway at the airport will remain in use by aircraft, to the maximum extent allowable.
Aircraft operations, unless otherwise specified in the contract specifications, shall
J.O002'022I03\srresSreant: PROV i oc Special Provisions - 1
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always have priority over any and all of the Contractor's operations. The Contractor
shall not allow his employees, subcontractors, material suppliers or any other persons
over whom he has control, to enter or remain upon any part of the airport which
would be a hazardous location. Should the contractor be too close to the portion used
by aircraft for safety, the Engineer may, at his sole discretion, order the contractor to
suspend his operations, remove his personnel, plant, equipment, and materials to a
safe distance and stand by until the runway and taxiways are no longer required for
use by aircraft.
Limitations on Construction. The following restrictions shall normally pertain for activity at
airports. In cases where it has been determined that the following restrictions are
inappropriate, similar requirements shall be developed on a case -by -case basis.
(a) When construction work is being accomplished adjacent to an active runway when
visibility minimums are greater than or as low as one mile, equipment shall not be
permitted within 250 feet from the runway centerline, or within 200 feet horizontally
of any aircraft on an active runway.
(b) When construction work is being accomplished adjacent to an active runway when
visibility minimums are below one mile, equipment shall not be permitted within 250
feet from the runway centerline.
(c) All work which is too close to the ends of the runway for accomplishment during
condition (a) above, shall be performed during periods of closed runway. (Ref.
NOTAM requirements hereafter).
(d) When construction is being accomplished adjacent to an active runway, equipment
below the VFR 7:1 slope but penetrating the IFR 7:1 slope shall be
obstruction -marked and lighted for night operations.
(e) Men, equipment or other construction material will be permitted in the approach or
departure zones of active runways, provided that the construction activity is
conducted below 34:1 approach plane originating 200 feet from end of runway. Any
construction activity which is contemplated in the approach zones which would
violate these planes will require consideration (threshold displacement, lighting, etc.)
Threshold displacement where visibility minimums are 3/4 mile will be 200 feet
from the intersection of the 34:1 slope. For visibility minimums of one mile or more,
the threshold will be located where the 34:1 slope intersects the runway except that at
least a 200 foot safety area will be required between the obstruction and the displaced
threshold.
(f) Open trenches, excavation and stockpiled material will not be permitted within 250
feet of the centerline of the active runways at air carrier airports. Coverings for open
trenches must be of such strength as to support the weight of the heaviest aircraft
operating on the runway.
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(g) Flare pots will not be permitted for temporary lighting of pavement areas or to denote
construction limits.
(h) Construction equipment shall not exceed a height of 150 feet above the airport
surface. Any equipment exceeding a height of 75 feet shall be obstruction -marked
and lighted at night, and when not in use lowered to its stowed height.
Notams
(a) The Airport Owner or his Designated Representative shall issue the necessary Notice
to Airmen (NOTAMS) to reflect hazardous conditions during construction. The
Contractor shall provide the Engineer with the necessary information as to the work
schedule in advance so the Engineer may coordinate with and provide the Owner
with the work schedule for the issuance of the NOTAMS. It is important that
NOTAMS be kept current and reflect the actual conditions with respect to the
construction situation. Active NOTAMS shall be reviewed periodically and revised
to reflect the current conditions.
(b) Inspections will be made frequently by both the Airport Owner and Engineer during
critical phases of the work to insure that the Contractor is following the required
safety procedures.
Due to the nature of the proposed project the Contractor's work schedule and working hours
shall be subject to several restrictions. In order to maintain aircraft operations, a portion of
the project must be constructed under "closed airport", "closed taxiway" and "displaced
threshold" conditions. In addition, upon completion of each day's work, the Contractor must
restore the runway safety area to a condition meeting safety requirements. The runway must
be closed for the portion of the work including the runway cleaning and scaling, however
closed runway shall occur only during nighttime working hours defined below. The
following sections contain additional information and requirements on the construction
procedures.
Construction Procedures
The proposed project is subject to several restrictions. In order to maintain air freight and
private aircraft operations at the airport, the project must be constructed in several phases.
a) The Contractor shall install the topsoil along the taxiways immediately following the
paving operation. The Contractor shall not have a vertical drop of more than 2 -inches
along the edge of the taxiway during the open runway/airport condition. The vertical
drop on a taxiway within the runway safety area shall also meet the above criteria.
The vertical drop of taxiways open to traffic may exceed 2 -inches during the open
taxiway time.
The Contractor shall generally follow the sequence of work set out below and shall
submit a detailed work schedule to the Engineer and Owner for approval.
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Special Provisions - 3
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(b) Order of Work. The construction items have been grouped into phases and listed in
an ordered sequence in the following tables. The purpose of this ordered sequence is
to limit the disruption of aircraft operations and at the same time to minimize the
required "closed taxiway" time. This order of work is a suggested schedule, subject
to variations; such variations can be approved by the Engineer.
Order of Work
Work Work Taxiway -
Phase Time Limitations Work Items
I Day None
II Day Taxiway "D" Connection to Taxiway "D"
(2 (3) Legal Holidays. No holiday, during the Work Phases shall be at the
discretion of the Contractor including Sunday.
(c) Closed Taxiway Time. The connecting Taxiway "D" shall be operated under local
control segments during the work on an as needed basis. The Engineer shall review ,
the Contractor's schedule with the Owner and make adjustments to minimize the
effect of taxiway segment upon flight operation. The taxiway shall remain open
unless construction activities require otherwise and so directed by the Engineer.
The Contractors shall proceed with the above work in an expedient manner so as to
hold the Taxiway "D" limited access time to a minimum.
The Contractor shall provide lighted barricades along the edged Taxiway "D". The
barricades shall be a maximum of 18 -inches high, shall be painted with reflective
white and orange paint or striped with reflective white and orange striping, and shall
have a minimum of one yellow light per barricade. The barricades shall be spaced at
a 10 foot spacing and placed so as to allow for the passage of fire, and rescue
vehicles. The barricades shall remain the property of the Contractor upon completion
of the work. No payment shall be made for the barricades, installation, maintenance '
or removal.
(d) Clean-up. From time to time the Contractor shall clean up the construction site, in
order that the site present a neat appearance and the progress of the work not be
impeded. One such period of clean-up shall immediately precede final inspection.
Immediately following acceptance of the work by the Owner, the Contractor shall
remove all temporary plant, equipment, surplus materials, and debris resulting from
his operations, and leave the site in a condition fully acceptable to the Owner.
Following each work shift, the runway and taxiway shall be swept clean of all loose
aggregate and other foreign matter. Clean-up will not be measured for separate
payment but shall be considered subsidiary work pertaining to the several items of '
the contract.
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Special Provisions - 4
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' (e) Working fHours.
' Day: Working hours for those Work Phases for which "Day" is listed in Work Time
columns are at the discretion of the Contractor (see Order of Work Table).
' Entrance, Parking Area and Security. Forces of the Contractor and the Engineer shall enter
and leave at he airfield at the gate location(s) shown on the Plans. Only the designated
' entrances shall be used. The gate(s) shall be unlocked or opened at work time for access to
the airfield then shall be locked or closed for the remainder of the workday. The movement
of equipment and materials shall be made through the designated gate(s), the gate(s) shall
' remain locked or closed at all times except when needed for access. Should the gate(s) need
to remain unlocked or opened for extended periods of time the Contractor shall station a
watchman at the gate to prevent unauthorized personnel from entering the airfield. See the
' paragraph which follows, entitled CONTRACTOR'S ROUTINE ACCESS TO SITE.
The Contractor shall store his equipment during non -working hours at locations approved by
the Airport Manager within the airport property close to the project sites.
Schedule of Work. The schedule of each day or night's work shall be as proposed by the
Contractor shall he submitted to the Engineer a minimal of 12 hours before each work shift.
The schedule need not be elaborate but shall be in detail sufficient to show clearly the exact
' work that the Contractor is proposing. At the first part of each operation, and until some
table of experience has been developed, the proposed work shall be on the conservative side.
It is vital that the runway be ready for use by aircraft at the intended time.
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Clearance for use with FAA. At the end of each days work within the construction area
zone, the Engineer or the Owner's Representative shall determine that the section of runway
or taxiway is ready for return to services. They will inform the representative of the Federal
Aviation Administration, in the control tower, of the results of their inspection. It shall be
the privilege of the FAA representative to make inspections also. If such inspection is
desired, the representative and the Engineer shall develop a method of inspection that will
produce the required information, and without interference with the work.
Radio Control. The construction of the extended runway safety areas requires that during
certain periods of time, the Contractor will he within active runway area with equipment and
materials. The Contractor shall have personnel stationed to control construction traffic
within the safety area of the runway. This control shall be accomplished through the
communication with the Air Traffic Control Tower using two-way, portable radios. The
Contractor shall furnish two multi -channel portable radios Bendix/King KX-99 complete
with leather carrying case, vehicle lighter trickle charger manufactured by Bendix/King
General Aviation Avionics Division, Olathe, Kansas (913 782-0700), or equal, and
combination microphone headset David Clark Model 1080 in operable condition and shall be
tuned to the specified frequency at all times. All instructions issued to the Contractor by the
control tower or by the Engineer shall he complied within a prompt manner. Upon direction
from the control tower the Contractor shall move all of his equipment and personnel to an
area at least 250 feet from runway centerline or 300 feet beyond the end of the runway.
).uoo2,o22Io3\sPEcs\Sps:c:IAl-pRov.Dx)c Special Provisions - 5
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Equipment and personnel shall not be returned to the restricted work area until permission
for such return is granted by the air traffic control tower. Upon completion of the contract,
the radios shall remain the property of the Contractor. No extra payment shall be made for
the radios.
Motorized Vehicles.
(a) When any vehicle other than those routinely used in the aircraft movement area and
runway safety area is required to travel over any portion of that area, it shall be
escorted by a vehicle properly identified to operate in the area. The escort vehicle
shall be lighted for routine use on aircraft movement areas. Optionally, all vehicles
may be equipped with a flashing yellow dome -type light. Any vehicle operating on
the movement area during the hours of darkness should be equipped with a flashing
red dome -type light. If the airport has a security plan, check for guidance on
additional identification and control of construction equipment. '
(b) Vehicular traffic crossing active movement areas must be controlled either by two-
way radio with the control tower, by escort, or the means appropriate for the
particular airport. The clearance shall be confirmed by the driver's personal
observation that no aircraft is approaching his position.
(c) Debris, waste and loose material capable of causing damage to aircraft landing gears,
propellers or being ingested in jet engines shall not be placed on active aircraft
movement areas. Material tracked on these areas shall be removed continuously
during the work project.
IDENTIFICATION OF "ENGINEER". "Engineer" shall mean the firm of McCLELLAND
CONSULTING ENGINEERS, INC., which has been employed by the Owner for this work, or the
firm's duly authorized agents, such agents acting severally within the scope of the particular duties
entrusted to them, whose decisions shall, in all cases, be subject to final approval by the Engineer.
AUTHORITY OF THE ENGINEER. The Engineer shall have the following authority:
(1) to interpret the Plans and Specifications and define their intent and meaning;
(2) to determine whether the work done and materials furnished are in accordance with
the terms of the Plans and Specifications and to condemn such in accordance
herewith;
(3) to make decisions on all matters relating to the execution and the progress of the
Work;
(4) to coordinate the Work of the Contractor with the Work of other contractors;
(5) to stop the Work whenever, in the opinion of the Engineer, such stoppage may be
necessary to insure the proper execution thereof;
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(6) to determine the amount payable to the Contractor from time to time for Work done
under the Contract;
(7) to make decisions on all controversies arising out of the Plans and Specifications or
' the refusal or failure of either party to perform any part thereof;
(8) to give approvals and to take action to the extent necessary for the orderly and
' expeditious prosecution of the Work; but the Engineer shall not have authority to
amend or modify the Construction Contract;
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(9) to delegate his responsibilities to other representatives of the Owner in connection
with specific portions of the Work;
(10) to disapprove or reject Work which is "defective" (which term is hereinafter used to
• describe Work that is unsatisfactory, faulty or defective, or does not conform to the
requirements of the Plans and Specifications, or does not meet the requirements of
any inspection, test or approval referred to hereafter or has been damaged prior to
approval of final payment);
(II) to require special inspection or testing of the Work as provided for hereafter whether
or not the Work is fabricated, installed, or completed;
' (12) to exercise his best efforts to insure faithful performance by both the Owner and the
Contractor. He will not show partiality to either and will not be liable for the result
' of any interpretation or decision rendered in good faith. Claims, disputes and other
matters relating to the execution and progress of the Work or the interpretation of or
performance under the Plans and Specifications shall be referred to the Engineer for
' decision; which he will render in writing within a reasonable time;
All decisions and determinations made by the Engineer pursuant to the Work and
communicated to the Contractor shall be binding on the Contractor unless, within
thirty (30) days thereafter, written objection is filed with the Owner's Purchasing
Agent demanding that the issue be determined by arbitration.
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LIMITATIONS OF THE ENGINEER'S RESPONSIBILITIES. Neither the Engineer's authority to
act under the Plans and Specifications nor any decision made by him in good faith either to exercise
or not exercise such authority shall give rise to any duty or responsibility of the Engineer to the
Contractor, any Subcontractor, any materialman, fabricator, supplier, or any of their agents or
employees or any other person performing any of the Work. The Engineer will not be responsible
for the Contractor's means, methods, techniques, or procedures of construction, or the safety
precautions and programs incident thereto, and he will not be responsible for the Contractor's failure
to perform the Work in accordance with the Plans and Specifications. The Engineer will not he
responsible for the acts or omissions of the Contractor, or any Subcontractors, or any of his or their
agents or employees, or any other persons at the site or otherwise performing any of the work.
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ENGINEER'S VISITS TO THE SITE. The Engineer will make periodic visits to the site to observe
the progress and quality of the executed Work and to determine, in general, if the Work is proceeding
in accordance with the Plans and Specifications. He will not be required to make exhaustive or
continuous on -site inspections to check the quality or quantity of the Work. His efforts will be
directed toward providing assurance for the Owner that the completed Project will conform to the '
requirements of the Plans and Specifications. On the basis of his on -site observations, he will keep
the Owner informed of the progress of the Work and will endeavor to guard the Owner against
defects and deficiencies in the Work of the Contractor.
All of the work performed shall be subject to the inspection and approval of the Engineer. The
Engineer and his representatives shall at all times have access to the work and the materials
necessary for the performance thereof, and the Contractor shall provide proper facilities for access
and inspection. If the Plans and Specifications, the Engineer's instructions, laws, ordinances, or any
public authority require any of the work to be tested or approved, the Contractor shall give the
Engineer timely notice of its readiness for inspection and, if the inspection is by authority other than
the Engineer, of the date fixed for such inspection, but any such inspection shall not diminish the
necessity of inspection and approval by the Engineer. Inspections made by the Engineer shall be
promptly made. If any work should be covered up without the approval or consent of the Engineer, it
must be uncovered for inspection at the Contractor's expense if required by the Engineer.
CONTRACTOR'S EXAMINATION. The Contractor will be held to have examined all information,
documents, and drawings furnished to him by or on behalf of the Owner in connection with this
Contract and shall consult with the Engineer in the event of any error or inconsistency or in the event
any portion of the Work is not sufficiently detailed or explained, and in no event shall the Contractor
proceed with the Work in uncertainty. It is understood and agreed that the Contractor has, by
personal examination at the site, checked the material and location of the work; the type of
equipment, storage space and facilities needed preliminary to, and during execution of the work; the
general and local conditions, and all other matters which may, in any way, affect or have a bearing on
the work of the Contract and its costs. The Contractor also represents that he has studied all surveys
and investigation reports of subsurface and latent physical conditions provided in the Specifications
and made such additional surveys and investigations as he deems necessary for the performance of
the Work at the Contract price in accordance with the requirements of the Plans and Specifications
and that he has correlated the results of all such data with the requirements of the Plans and
Specifications. Failure on the part of the Contractor to have fully informed himself of site
conditions, and to fully understand the extent of the Work required, shall not excuse him in any way
from his obligation to supply and install the Work in accordance with the Specifications and Plans,
and under all conditions as they exist. No extra compensation will be allowed because of his failure
to so inform himself. His submission of a bid on the project shall be considered as sufficient
evidence that the Contractor has complied with the above requirements.
ARRANGEMENT OF SPECIFICATIONS AND PLANS. Titles to sections and paragraphs in the
Specifications are used merely for convenience, and shall not be taken as a correct or complete
segregation of the several units of materials, equipment and labor, nor as an attempt to outline or
define jurisdictional procedures. Likewise, the identifications of any Plans shall not control the
Contractor in dividing the Work among Subcontractors or delineating the Work to be performed by
any specific trade. No responsibility, either direct or implied, is assumed by the Engineer, or the
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Owner, for omissions or duplications by the Contractor or by any of his subcontractors, due to real or
' alleged errors in arrangement of matter in the Plans and Specifications.
WORKMEN. The Contractor shall employ, or cause to be employed, on or in connection with the
' performance of the Work only persons who are fit and skilled in the work assigned. The Contractor
shall at all times enforce, or cause to be enforced, strict discipline and good order among the
workmen employed on the Work. Should any disorderly, incompetent, or objectionable person be
' employed by the Contractor, or by any subcontractor, upon or about .the Construction Site, the
Contractor shall, upon request of the Engineer, cause such person to be removed from the Work and•
not again employed thereon without the written permission of the Engineer.
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HORSEPLAY, FIGHTING AND ROAMING. Horseplay, scuffling, fighting or carrying of firearms
is not permitted on the Construction Site. The Contractor's men shall confine their activities to the
specific area of construction work.
INSURANCE GENERAL
' The Contractor shall provide (from insurance companies acceptable to the Owner) the insurance
coverage designated hereinafter and pay all costs.
' Before execution of the Contract, Contractor shall furnish the Owner with complete copies of all
insurance policies and certificates of insurance specified herein showing the type, amount, class of
' operations covered, effective dates, and date of expiration of policies, and containing substantially
the following statement. "The insurance covered by this certificate will not be canceled or materially
altered, except after 30 days written notice has been received by the Owner".
' In case of the breach of any provision of this Article, the Owner at his option, may take out and
maintain, at the expense of the Contractor, such insurance as the Owner may deem proper and may
' deduct the cost of such insurance from any monies which may be due or become due the Contractor
under this Contract.
CONTRACTOR AND SUBCONTRACTOR INSURANCE The Contractor shall not execute the
Contract or commence Work under this Contract until he has obtained all the insurance required
hereunder and such insurance has been reviewed and approved by the Owner, nor shall the
' Contractor allow any subcontractor to commence Work on his subcontract until insurance specified
below has been obtained. Review of the insurance by the Owner shall not relieve or decrease the
liability of the Contractor hereunder.
COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE The Contractor shall maintain
during the life of this Contract the statutory Workmen's Compensation, in addition, Employer's
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Liability Insurance in an amount not less than S 100,000 for each occurrence, for all of his employees
to be engaged in Work on the Project under this Contract and, in case any such Work is sublet, the
Contractor shall require the subcontractor similarly to provide Workman's Compensation and
Employer's Liability Insurance for all of the lattcr's employees to be engaged in such Work. Where
Work under this Contract includes any water or navigational exposure, coverage shall be included to
' cover the Federal Longshoremen's and Hahorworker's Act and the Federal Jones Act. Employer's
Liability Insurance shall be extended to include waiver of subrogation to the Owner.
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GENERAL LIABILITY INSURANCE The Contractor shall maintain during the life of this Contract
such general liability, completed operations and products liability, and automobile liability insurance
as will provide coverage for claims for damages for personal injury, including accidental death, as
well as for claims for property damage, which may arise directly or indirectly from performance of
the Work under this Contract. The general liability policy should also specifically ensure the
contractual liability assumed by the Contractor under Article Indemnification. Coverage for property
damage shall be on a "broad form" basis with no exclusions for "XC & U". Amount of insurance to
be provided shall be as shown below:
Contractor's Comprehensive General Liability Insurance
For not less than the following limits of liability:
Bodily Injury: $1,000,000 each occurrence
$500,000 aggregate
Property Damage: $500,000 each occurrence
$250,000 aggregate
Include the following coverage:
o Waiver of all "XCU" exclusions.
o Broad Form Property Damage and Personal Injury Liability.
o Independent Contractor's Coverage
2. Contractor's Comprehensive Automobile Liability Insurance
For not less than the following limits of liability:
Bodily Injury: $ 500,000 each person
$1,000,000 each occurrence
Property Damage: $ 500,000 each occurrence
OR
Bodily Injury and Property Damage: $1,000,000 combined single limit each
occurrence.
Include Hired car and Non -Ownership Coverage.
3. Contractor's Excess Umbrella policy: $1,000,000 limit of liability policy shall be '
provided.
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BUILDER'S RISK ALL-RISK INSURANCE Unless otherwise modified in the Supplementary
Conditions, the Contractor shall secure and maintain during the life of this Contract, Builders Risk
All Risk Insurance coverage in an amount equal to the full replacement value of structures,
equipment, electrical, and mechanical systems only. Such insurance shall not exclude coverage for
earthquake, landslide, flood, collapse, blasting, or loss due to the results of faulty workmanship and
shall provide for losses to be paid to the Contractor, Subcontractor, and the Owner as their interests
may appear.
OWNER'S AND CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE The contractor's
shall, at his expense, provide the Owner with an Owner's and Contractor's Protective Liability
Insurance Policy naming the Owner as the named insured and the Engineer, its architects and
engineers, and each of their officers, agents, and employees as additional insured under that policy,
said policy to protect said parties from claims which may arise from operations under the Contract.
Limits of policy coverage shall be:
Bodily Injury: S 500,000 each person
S 1,000,000 aggregate
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Property Damage $ 250,000 each person
$ 250,000 aggregate
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occurrence/aggregate.
INSURANCE COVERAGE FOR SPECIAL CONDITIONS When the construction is to be
accomplished within a public or private right-of-way requiring special insurance coverage, the
Contractor shall conform to the particular requirements and provide the required insurance. The
Contractor shall include in his liability policy all endorsements that the said authority may require for
the protection of the authority, its officers, agents and employees. Insurance coverage for special
conditions, when required, shall he provided as set forth in these SPECIAL PROVISIONS.
NO PERSONAL LIABILITY OF PUBLIC OFFICIALS In carrying out any of the provisions hereof
in exercising any authority granted by the Contractor, there will be no personal liability upon any
public official.
INDEMNITY The Contractor shall indemnify and hold harmless the Owner, the Engineer, and their
agents and employees from and against damages, losses, and expenses including attorney's fees, up
to the amount of the Contract price, arising out of or resulting from the performance of the Work,
provided that any such claim, damage, loss or expense (I) is attributable to bodily injury, sickness,
disease, or death, or to injury or to destruction of tangible property (other than the Work itself),
including the loss of use resulting therefrom, and (2) is caused in whole or in part by any act or
omission of the Contractor, any subcontractor, anyone directly or indirectly employed by anyofthem
or anyone for whose acts any of them may be liable, provided that such claims, damages, losses, and
expenses are not proximately caused by the negligence of any indemnity in the design, or by the sole
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negligence of any indemnity in the observation of the Work that is the subject of this construction
Contract.
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In any and all claims against the Owner, the Engineer, or any of their agents or employees by any
employee of the Contractor, any subcontractor, anyone directly or indirectly employed by any of
them or anyone for whose acts any of them may be liable, the indemnification obligation under this
Article shall not be limited in any way by any limitation on the amount or type of damages,
compensation, or benefits payable by or for the Contractor or any subcontractor under Workmen's
Compensation Acts, Disability Benefit Acts, or other Employee Benefit Acts.
The above named limits shall be operative except where, in the opinion of the Owner, the character
of the work and hazards involved warrant the establishment of greater coverage (established by letter
from the Owner to the Contractor). The Contractor shall furnish the Owner with duplicate copies of
all policies or certificates from insuring agencies as evidence that these requirements have been
satisfied. It shall be the entire responsibility of the Contractor to purchase and place in effect during
the entire life of the Project, all insurance and bonds as applies to the Project and is requested herein.
CONTRACTOR'S LIABILITY INSURANCE REQUIREMENTS The bidder shall provide with the
Proposal a listing of both automobile and personal liability insurance coverage currently in force,
along with a copy of a Certificate of Insurance as verification of that coverage. In addition, the
bidder shall provide a statement of premium cost issued by the agent or insurance carrier for that
coverage.
In the event the Owner determines that the low bidder's coverage in force is inadequate, the Owner
may require the low bidder to procure additional coverage in amounts specified by the Owner. The
cost of premiums for such additional coverage shall be paid by the Owner in the form of a
reimbursement under the contract.
In the event the low bidder is unable, after diligent effort, to procure such additional coverage as may '
be required by the Owner, the Owner shall provide such additional coverage, naming the contractor
as insured or, at the option of the Owner, reduce the amount of additional coverage required or waive
any requirement for additional coverage.
Third Party Coverage The bidding documents require the contractor to name the engineer and the
Owner as additional insured, the bidder shall show the premium cost for the additional insured in the
Proposal in the item for additional coverage. The amount shown in the bid item for additional
premium cost shall be that amount of additional premium, for the named Owner and Engineer, above '
the premium for the coverage shown in the Certificate of Insurance submitted with the bid. The
additional coverage is required by the Owner, the additional premium cost for third party coverage
above the amounts shown in the Certificate of Insurance shall be paid by the Owner in the form of a
reimbursement under the contract under Bid Item No. 1-36.
Surety and Insurer Qualifications All bonds, insurance contracts, and certificates of insurance shall
be either executed by or countersigned by a licensed resident agent of the surety or insurance
company, having his place of business in the State of Arkansas, and in all way complying with the
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insurance laws of the State of Arkansas. Further, the said surety or insurance company shall be duly
licensed and qualified to do business in the State of Arkansas.
SUBCONTRACTORS. The Contractor shall not assign or sublet all or any part of this Contract
without the prior written approval of the Owner, nor shall the Contractor allow such Subcontractor to
commence work until he has provided and obtained approval of such compensation and General
Liability insurance as may be required under the laws of the State. The approval of such Subcontract
by the Owner will in no manner release the Contractor from any of his obligations as set out in the
Plans, Specifications, Contract and Bonds.
CONTRACTOR'S ROUTINE ACCESS TO SITE. The location and route to be used by the
Contractor for the use of his employees, subcontractors, suppliers, etc. in gaining routine access to
the site on a daily basis is described in Section "SAFETY REQUIREMENTS AND
CONSTRUCTION PROCEDURES" of these SPECIAL PROVISIONS. The Owner may limit the
areas available for parking for the Contractor's work force.
OWNER -FURNISHED MATERIALS. Section 60-08 of the GENERAL PROVISIONS, as related
to Owner -furnished materials is clarified as follows: there are no owner -furnished materials planned
for this project. All materials required for completion of the project are to be provided by the
Contractor.
DUALITY OF THE PLANS. The Plans have been made with care but cannot be assumed to be
correct in every detail when some of the conditions to be encountered may not be shown on existing
maps and are underground.
The approximate locations of existing improvements are shown. The placing of this information on
the Plans in no way obligates the Owner or Engineer as to its correctness, as it is indicative only and
is placed there for information and assistance to the Contractor. It is the expressed intent of these
Plans and Specifications that the Contractor is to make his own investigation of conditions to be
encountered, and the submission of the Proposal by the Contractor for the work constitutes his
compliance with this requirement.
Minor details not usually shown or specified, but necessary for the proper installation and operation,
shall be included in the work as if shown or specified. Wherever the work "provide" is used, it shall
mean "furnish and install complete and ready for use."
The accuracy of dimensions shown on drawings furnished to the Contractor by the Engineer having
reference to any existing work,
structure or facility is not guaranteed. The Contractor shall satisfy himself to such accuracy of such
existing dimensions before starting the work.
Whenever existing obstructions or dimensional inaccuracies capable of verification by the Contractor
in the field, or minor variations in indicated arrangements or dimensions of equipment, interfere with
the installation as shown on the Plans, the Contractor shall make such necessary alterations as are
approved by the Engineer and such alterations shall not constitute a basis for extra payment.
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PARTIAL ACCEPTANCE. Sections 50-14 and 70-13 of the GENERAL PROVISIONS do not
apply to this project. The entire project is to be satisfactorily completed and ready for the Owner's
use before acceptance.
PROGRESS SCHEDULE. Section 80-03 of the GENERAL PROVISION is emphasized. Within 7
days following execution of the Contract, the Contractor shall provide the Engineer with a suggested
progress schedule for the project. The schedule shall be subject to approval by the Engineer.
At least monthly, generally in conjunction with the processing of requests .for partial payment, the
Engineer and Contractor shall review the progress schedule, assess whether the project is on
schedule, and adjust the schedule as necessary to maintain the required project completion date.
Alterations to the progress schedule may require that the Contractor implement a larger work force
and/or work weekends and/or holidays to meet the required deadline. Extra payment will not be
made for required changes in size of work force or work hours.
CONTRACTOR TO PERFORM CONSTRUCTION STAKING. Special attention is called to the
fact that the Contractor will be required to perform his own construction staking. The Engineer,
however, will provide a reference line for project alignment and a temporary bench mark from which
the Contractor may work. Thereafter it will be the Contractor's responsibility to set all grade hubs
(blue tops), clearing stakes, slope stakes, etc.
The Contractor shall verify all grades and dimensions as shown on the Plans, and he shall report any
errors or inconsistencies in the above to the Engineer before commencing work. The Contractor will
be held responsible for the accuracy of the layout of all the work.
All of the Contractor's survey work will be subject to the review of the Engineer's representative as a
part of the construction observation process.
In addition to the locations where spot elevations are shown on the grading plan, the Contractor will
be required to set grade hubs at a maximum of fifty (50') foot centers for construction of the subgrade
and base courses.
WORK DONE WITHOUT LINES AND GRADES. Any Work done without lines, grades, or levels
being given properly established, or done without the approval of an inspector or other representative
of the Owner, may be ordered removed and replaced at the Contractor's cost and expense.
PRESERVATION OF MONUMENTS AND STAKES. The Contractor shall carefully preserve all
monuments, bench marks, reference points and stakes, and in case of willful or careless destruction
of the same, he will be charged with the resulting expense of replacement, and shall be responsible
for any mistakes or loss of time that may be caused by their unnecessary loss or disturbance. In the
event that the stakes and marks placed by the Engineer are destroyed
through carelessness on the part of the Contractor, and that the destruction of these stakes and marks
causes a delay in the work, the Contractor shall have no claim for damages or extensions of time. In
the case of any permanent monuments or bench marks which must of necessity be removed or
disturbed in the construction of the work, the Contractor shall carefully protect and preserve the same
until they can be properly referenced and relocated. The
Contractor shall also furnish at his own expense such materials and assistance as are necessary for
the proper replacement of monuments or bench marks that have been moved or destroyed.
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OTHER CONTRACTORS. The Owner may perform additional work related to the Project by
himself, or he may let other direct contracts therefore similar to this one. The Contractor shall afford
the other contractors who are parties to such direct contracts (or the Owner, if he is performing the
additional work himself), reasonable opportunity for the introduction and storage of materials and
equipment and the execution of Work, and shall properly connect and coordinate his Work with
theirs.
If any part of the Contractor's Work depends on proper execution or results upon the Work of any
such other contractor (or Owner), the Contractor shall inspect and promptly report to the Engineer in
writing any defects or deficiencies in such Work that render it unsuitable for such proper execution
and results. His failure to so report shall constitute an acceptance of the other Work as fit and proper
for the relationship of his Work except as to defects and deficiencies which may appear in the other
Work after the execution of this Work.
The Contractor shall do all cutting, fitting and patching of his Work that maybe required to make its
' several parts come together properly and fit it to receive or be received by such other Work. The
Contractor shall not endanger any Work of others by cutting, excavating or otherwise altering their
' Work and will only cut or alter their Work with the written consent of the Engineer and of the other
contractors whose Work will be affected.
' If the performance of additional Work by other contractors or the Owner is not noted in the Plans and
Specifications prior to the execution of the Contract, written notice thereof shall be given to the
Contractor prior to starting any such additional Work. If the Contractor believes that the
' performance of such additional Work by the Owner or others involves him in additional expense or
entitles him to an extension of the Contract Time, he may make a claim therefore.
' RECORD DRAWINGS. The Contractor shall keep one record copy of all Project Specifications,
Plans, Addenda, Modifications, and Shop Drawings at the site in good order and annotated to show
all changes made during the construction process. These shall be available to the Engineer and shall
be delivered to him for the Owner prior to final acceptance of the Project.
PUBLICITY. No information relative to the Work shall he released by the Contractor, either before
' or after completion of the Work, for publication or for advertising purposes without the prior written
consent of the Owner and the Engineer.
MODIFICATIONS AND WAIVERS. No change in, addition to, or waiver ofany of the provisions
of the Construction Contract shall be binding upon either Party unless in writing signed by an
' authorized representative of such Party. No waiver by either Party of any breach of the other Party of
any of the provisions of the Construction Contract shall be construed as a waiver of any subsequent
breach, whether of the same or of'a different provision of the Construction Contract.
STANDARDS. Materials or processes for which ASTM standards have been adopted shall, unless
in conflict with specified requirements, meet the requirements of the latest edition of the ASTM
' standards. Where a specified material is followed by a reference to a specification, standard, test
method or code such as "ASTM C 150", "ASA Code", etc., it shall he understood to mean that the
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material shall meet the requirements of the referenced specification, standard, test method or code;
and, except where a specific edition is referred to, it shall be understood that the latest edition
including additions and/or amendments thereto, as of the date the Contract is awarded, shall apply to
Work under this Contract.
TESTING. The Engineer will conduct OR CALL FOR compaction tests on earthwork, as necessary
to assure proper compaction and therefore, a stable, a subgrade and base. Also, concrete cylinder
tests will be made by a laboratory of the concrete used in the project at 7 days and 28 days of age to
assure that quality concrete is being delivered to the job. The cost of the tests will be home by the
Owner, except that retests, made after first tests have failed, will be paid for by the Contractor. In
view of this, the Contractor will want to be certain that he is ready for tests when he requests that
they be made.
The Contractor shall give the Engineer at least 24 hours notice, as to when any part of the Work will
be ready for observation and/or testing. No part of Saturdays or Sundays shall be counted as part of
the required hours of notice.
The Engineer shall have the right to order special tests not required by the Specifications and/or the
Plans, whereupon the. Contractor shall promptly perform such tests. If the portion of the Work so
tested proves to be in accordance with the Specifications and the Plans, all costs involved in such
testing shall be paid for the Owner and if such testing delays the Work, the time within which the
Work is to be completed shall be extended by a mutually agreed to period of time. If the portion of
the Work so tested, however, proves to be not in accordance with the Specifications and the Plans,
all costs involved in such testing shall be paid for by the Contractor and the time within which the
Work is to be completed shall be extended by a mutually agreed to period of time.
Neither observations by the Engineer nor the inspections, tests or approvals by persons other than the
Contractor shall relieve the Contractor from his obligations to perform the Work in accordance with
the requirement of the Plans and Specifications.
PAYMENT FOR STORED MATERIALS. If the Contractor desires to be paid for "stored materials"
in conjunction with one of the monthly progress payments, he shall provide the following
documentation to the Engineer:
(1) Itemized invoices from the supplier(s) of the materials giving a clear description of
each stored item and its individual value. Invoices shall be clearly descriptive and
identified as being for the particular project covered by these Specifications.
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(2) Insurance certificates covering the total value of all materials stored "off -site" (one
for each separate off -site location) listing both the Owner and the Contractor as
insured "as their interests may appear".
(3) Legal titles to all items of stored materials certifying that the items are "free of liens '
and encumbrances".
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COST OF PLANS AND SPECIFICATIONS. The Engineer shall provide to each prime Contractor
three (3) sets of Plans and Specifications to permit the Contractor to construct the project. The
Contractor shall, compensate the Engineer with payment of Seventy-five dollars ($75.00) per set of
documents required in addition to the three sets.
OWNERSHIP OF ENGINEERING DATA. All Specifications, Plans and copies thereof furnished
by the Engineer shall remain his property. They shall not be used on another Project, and, with the
exception of those sets which have been signed in connection with the execution of the Construction
Contract shall be returned to him on request upon completion of the Project.
PARTIAL SETS OF PLANS AND SPECIFICATIONS FOR SUBCONTRACTORS. Separate
sheets of the Plans and/or Specifications will not be available to subcontractors, suppliers and
material dealers for their convenience at reproduction costs. However, it will be their responsibility
to check their compliance with a complete set of contract documents prior to executing the Work to
insure a complete and satisfactory interface with other contractors and/or subcontractors.
DAMAGE TO EXISTING FACILITIES. The Contractor and/or subcontractor hereunder shall
satisfy himself (themselves) as to the location of all underground and above -ground facilities and
utilities in or near the site. They shall be continually liable for damage to all improvements and
lands, whether the property of the Owner, hereunder, or others, caused by the Contractor's and/or
Subcontractor's personnel, equipment, or operation.
REPORTING OF ACCIDENTS The Contractor shall submit a written report to the Engineer of any
accident or injury occurring at the Construction Site.
PRE -CONSTRUCTION CONFERENCE. Within twenty (20) days after delivery of the executed
Construction Contract by the Owner to the
Contractor, but before starting the Work at the site, a conference will be held to review the heretofore
mentioned schedules, to establish procedures for handling Shop Drawings and other submissions,
and for processing Applications for Payment. and to establish a working understanding between the
parties as to the Project. Present at the conference will be the Owner or his representative, the
Engineer, Resident Project Representatives, the Contractor and his Superintendent.
WATERWAYS. Present natural and artificial waterways shall be left open to flow freely.
Temporary dams or by-passes shall be provided when found necessary or ordered by the Engineer.
SAFETY AND SECURITY. The Contractor shall comply with, and shall cause the employee and
all subcontractors to abide by all safety and security laws, rules and regulations in force at the
Construction Site. The provisions of the latest Associated General Contractors of America, Inc.,
dealing with safe practices pertaining to construction work shall be deemed to be in force at the
Construction Site to the extent they do not conflict with such laws, rules, and regulations. The
Engineer and the Owner shall assume no liability concerning the Contractor's safety practices, as
safety on the Project will be the sole responsibility of the Contractor.
J:'2002'022103\SPECS%SPIECIAL-PROV.DOC Special Provisions - 17
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FUNCTIONS OF THE ENGINEER AND RELATIONSHIP BETWEEN ENGINEER AND
CONTRACTOR. The Engineer or his assigned representative will observe work on the project
during the construction phases. The purposes for which such observation is conducted will be to
endeavor to assure that: 1) physical limits and dimensions, as established in the Plans and
Specifications, are adhered to, 2) materials and equipment installed on the project are equivalent to
the type, kind, size, quantity, and quality required by the Plans and Specifications, and 3) the finished
products or end results are those as established by the word and intent of the Plans and
Specifications.
Neither the Engineer nor his representative will attempt to instruct the Contractor or his employees
or sub -contractors as to how a task is to be performed, or by whom a task is to be performed, or
which machinery or equipment should be utilized to obtain the desired results. The Contractor, in
submitting a bid for work herein specified, purports to be equipped and to have experienced
craftsmen for the performance and construction of each and every phase of the project herein
specified. In the event the Contractor does not have the necessary craftsmen in his employ, he shall
sub -contract the work for which he has not the craftsmen, or he will otherwise secure the services of
craftsmen who are skilled and experienced in all the specified tasks herein.
The Engineer shall have the following functions:
(1) to interpret the Plans and Specifications and define their intent and meaning;
(2) to determine whether the work done and materials furnished are in accordance with
the terms of the Plans and Specifications and to condemn such in accordance
herewith;
(3) to make decisions on all matters relating to the execution and the progress of the
Work;
(4) to coordinate the Work of the Contractor with the Work of other contractors;
(5) to stop the Work whenever, in the opinion of the Engineer, such stoppage may be
necessary to insure the proper execution thereof;
(6) to determine the amount payable to the Contractor from time to time for Work done
under the Contract;
(7) to make decisions on all controversies arising out of the Plans and Specifications or
the refusal or failure of either party to perform any part thereof;
(8) to give approvals and to take action to the extent necessary for the orderly and
expeditious prosecution of the Work; but the Engineer shall not have authority to
amend or modify the Construction Contract;
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(9) to delegate his responsibilities to other representatives of the Owner in connection
with specific portions of the Work;
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(10) to disapprove or reject Work or material which is "defective" (which term is
hereinafter used to describe Work or material that is unsatisfactory, faulty or
defective, or does not conform to the requirements of the Plans and Specifications, or
does not meet the requirements of any test;
( l 1) to require special testing of the Work or material as provided for hereafter whether
or not the Work or material is fabricated, installed, or completed;
(12) to exercise his best efforts to insure faithful performance by both the Owner and the
Contractor. He will not show partiality to either and will not be liable for the result
of any interpretation or decision rendered in good faith. Claims, disputes and other
matters relating to the execution and progress of the Work or the interpretation of or
performance under the Plans and Specifications shall be referred to the Engineer for
decision; which he will render in writing within a reasonable time; All decisions and
determinations made by the Engineer pursuant to the Work and communicated to the
Contractor shall be binding on the Contractor unless, within thirty (30) days
thereafter, written objection is filed with the Owner's Purchasing Agent demanding
that the issue he determined by arbitration.
The Engineer or his representative may inform the Contractor or his sub -contractors of
circumstances which, in the opinion of the Engineer or his representative, may predict unsatisfactory
results, or he may caution the Contractors, relative to safety hazards which may exist, but these
efforts to assist the Contractors or to prevent accidents or problems will in no way relieve the
Contractors of their responsibilities and liabilities in these regards.
The Engineer or
his representative may
not be present during every
phase of any construction
operation, or if
he is on -site, he may
not witness each and every
function or task that the
Contractor/sub-contractor may perform.
This fact does not relieve the Contractor from his
responsibility to
see that each item of
work and each installation
performed by him or his
sub -contractor is
in strict accordance with
the intent of these Plans and
Specifications.
CONTRACTOR'S RESPONSIBILITY REGARDING SPECIAL APPLICATION MATERIALS
AND PRODUCTS. Within this project may be specified certain materials or products, which may
be major components of the project or may be ancillary to major components, and which, due to their
specified characteristics and/or capabilities, maybe required as essential parts of the project. These
materials or products are special in that they require special techniques in their application, and
therefore, require experienced and skilled craftsmen. These materials or products include, but are
not limited to the following:
Sealants, lubricants. paints, primers, lacquers, stains, thinners, solvents, curing
compounds, mastics, bitumens, tars, waterproofing agents, insulating compounds,
cementitious compounds, fillers, and epoxies.
J:\2( 2\022 Special Provisions - 19
In furnishing and installing any of the above materials or products the Contractor shall be guided by
and adhere to all of the manufacturer's recommendations or instructions relative to the materials or
products, including but not limited to the following:
Handling, storing, mixing, heating, protection from freezing, application, protection
after application, protection of workmen, and curing and preparation of surfaces prior
to application.
The Contractor shall be liable for any failure of such material or products as applied to conform to
the characteristics and/or capabilities of each as required by the specifications.
TEMPORARY FACILITIES
(a) Utilities for Construction - The Contractor shall arrange and pay for all gas,
water, and electrical power used by him. He shall provide heat, at his own expense,
as necessary for all areas. Electrical service connections shall be provided at the site
by the Contractor for the purpose of field office lighting and any temporary lighting
and power requirements for construction purposes. The Contractor shall determine
the location of the existing electrical connection; shall make all temporary
connections; provide all necessary extensions thereto, and shall remove all temporary
connections and extensions at the completion of the Work. The Contractor shall
provide his own facilities for compressed air supply and steam. Temporary utilities
of all kinds shall be removed promptly after their use has been discontinued, unless
otherwise approved by the Owner.
(b) Drinking Water - The Contractor shall furnish potable drinking water and disposable
cups at the job site. The drinking arrangement shall comply with applicable
requirements of the Arkansas State Health Department.
(c) Bracing, Enclosures, Protection, Etc. - The Contractor shall properly and completely
brace all parts of the work as necessary during the construction of the building.
When necessary for the protection of materials or work, the Contractor shall erect
sheds, enclosures, temporary barricades, or temporarily enclose the openings of the
building to the satisfaction of the Engineer.
(d) Sanitary Facilities - The Contractor shall furnish approved chemical type toilets at the
construction site for use of all workmen on the job. Toilets shall be removed at the
completion of the Work. Toilets will be maintained in a sanitary condition and will
be removed by him upon completion of the Work.
(e) Drainage, Etc. - The Contractor shall incorporate temporary measures as necessary to
prevent mud and other materials from getting into the drainage or other permanent
piping during the construction period, and he shall do all plumbing, bailing and
drainage of all water that may accumulate within the work area during the entire
period of construction. He shall clean out any drainage pipes that may become
clogged due to negligence or failure on his part to comply with this provision.
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(f) Roadways - The Contractor shall use established roadways where practical and when
it is necessary to cross curbing, sidewalks or railroad tracks, protection against
damage shall he provided by the Contractor. Any roads, curbing, sidewalks or
railroad trackage damaged by the Contractor's work shall be repaired at the expense
of the Contractor. Wherever existing roadways or sidewalks are cut for trenches in
the Work, the Contractor shall provide and maintain safe and proper passage for the
usual traffic over such cuts or trenches, by bridges blocking, planking, or other
satisfactory methods.
(g) Storage and Working Areas - Storage areas will be provided for the storage of the
Contractor's materials and equipment, and he shall confine his materials, equipment
and operations of his workmen to such limits as indicated by the Owner, and shall not
unreasonably encumber the premises. No workmen shall trespass within other areas
or buildings of the Owner than those related to the work of this Contract and the
Contractor shall rigidly enforce this regulation.
Any materials, equipment or temporary structures belonging to the Contractor shall
be moved when so directed by the Engineer to permit the execution of Work by
others in connection with the Project.
Materials shall he stored so as to insure the preservation of their quality and fitness
for the Work. When considered necessary, they shall be placed on wood platforms
and covered, or stored in a suitable building as directed by the Engineer. Stored
materials shall be located so as to facilitate prompt inspection.
PERMITS, LICENSES, LAWS, ORDINANCES. REGULATIONS AND TAXES. The Contractor
shall obtain and pay for all construction permits and licenses and shall pay all governmental charges
and inspection fees necessary for the prosecution of the Work, which are applicable at the time of his
Bid. The Owner shall assist the Contractor when necessary in obtaining such permits and licenses.
The Contractor shall also pay all public utility charges.
The Contractor shall give all necessary notices, shall pay all fees required by law and shall comply
with all laws, ordinances, governmental rules and regulations applicable to the Work, to labor
employed on the Work, and to the preservation of the public health and safety. The Contractor shall
indemnify and save harmless the Owner from and against all liability with respect to penalties and/or
interest that may result from non-compliance with any such
laws, ordinances, governmental rules or regulations.
Should the Specifications and/or the Plans be at variance with any of such permits, licenses, laws,
ordinances, governmental rules or regulations, the Contractor shall promptly notify the Engineer in
writing, whereupon the Owner shall make all necessary changes in the Specifications and/or the
Plans. If the Contractor performs any portion of the Work which is contrary to any of such permits,
licenses, laws, ordinances, governmental rules or regulations,
the Contractor shall correct such portion of the Work, and the Contractor shall bear the cost of all
damages arising therefrom.
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The Contractor shall comply with all laws, ordinances, rules, orders, and regulations relating to the
protection of adjacent property, and the maintenance of passageways, guard fences or other
protection facilities.
The Contractor shall permit and facilitate inspection of the Work by the Owner, and/or its
representatives of all work during construction..
The inspection work by the Owner or others shall not be construed as to relieve the Contractor of any
liability for inadequate design, faulty materials, workmanship, violation of the Specifications and
design criteria, codes, laws, or safety requirements.
The Contractor shall pay all sales, consumer, use and other similar taxes required to be paid by him
in accordance with the law of the place where the Work is to be performed.
EXCAVATION SAFETY The Contractor shall be solely responsible for trench and excavation
safety system in accordance with Act 291 of 1993 of the State of Arkansas and OSHA
requirements.
Occupational Safety and Health Administration (OSHA) Standard for Excavation and Trenches
Safety System, 29 CFR 1926, Subpart P = Excavation. (See Appendix "C")
END OF SECTION
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ITEM P-152 EXCAVATION AND EMBANKMENT
DESCRIPTION
' 152-1.1 This item covers excavation, disposal, placement, and compaction of all materials within
the limits of the work required to construct grading and drainage improvements, or other purposes in
accordance with these specifications and in conformity to the dimensions and typical section shown
on the plans.
152-1.2 CLASSIFICATION. All -material excavated shall be classified as defined below:
a. Unclassified Excavation. Unclassified excavation shall consist of the excavation
' material required to construct the grading and drainage improvements. The excavation material shall
be obtained from these areas shall be used to form the subgrade embankment for the grading and
drainage improvements.
ib. Borrow Excavation. Select borrow excavation shall consist of approved material
required for the construction of the select embankment. Select borrow material shall he obtained
'
from areas outside limits of the airport property and be approved by the Engineer.
152-1.3 Unsuitable Excavation. Any material containing vegetable or organic matter, such as
muck, peat, organic silt, or sod shall be considered unsuitable for use in embankment construction.
Material, when approved by the Engineer as suitable to support vegetation, may be used on the
embankment slope.
CONSTRUCTION METHODS
152-2.1 General. The suitability of material to be placed in embankments shall be subject to
approval by the Engineer. All unsuitable material shall be disposed of in waste areas shown on the
plans. All waste areas shall he graded to allow positive drainage of the area and of adjacent areas.
The surface elevation of waste areas shall not extend above the surface elevation of adjacent usable
' areas of the airport, unless specified on the plans or approved by the Engineer.
The Contractor shall inform and satisfy himself as to the character, quantity, and distribution of all
material to he excavated. No payment will be made for any excavated material which is used for
purposes other than those designated.
' All stockpile areas, if required, shall be leveled to a uniform line and section and shall present a neat
appearance before project acceptance.
When the Contractor's excavating operations encounter artifacts of historical or archaeological
significance, the operations shall he temporarily discontinued. At the direction of the Engineer, the
' Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow
for their removal. Such excavation will he paid for as extra work.
t:eou2'022103\SPECsu'-152.rxx' Section P-152 - 1
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Those areas outside of the pavement areas in which the top layer of soil material has become
compacted, by hauling or other activities of the Contractor shall be scarified and disced to a depth of
4 inches, in order to loosen and pulverize the soil.
If it is necessary to interrupt existing surface drainage, sewers or under -drainage, conduits, utilities,
or similar underground structures the Contractor shall be responsible for and shall take all necessary
precautions to preserve them or provide temporary services. When such facilities are encountered,
the Contractor shall notify the Engineer, who shall arrange for their removal if necessary. The
Contractor shall, at his/her own expense, satisfactorily repair or pay the cost of all damage to such
facilities or structures which may result from any of the Contractor's operations during the period of
the contract.
152-2.2 EXCAVATION. No excavation shall be started until the work has been staked out by the
Contractor and the Engineer has obtained elevations and measurements of the ground surface. All
suitable excavated material shall be used in the formation of embankment, subgrade, or for other
purposes shown on the plans. All unsuitable material shall be disposed of as shown on the plans, or
at off -site locations secured by the Contractor.
When the volume of the excavation exceeds that required to construct the embankments to the grades '
indicated, the excess shall be used to grade the areas of ultimate development or disposed of as
directed. When the volume of excavation is not sufficient for constructing the fill to the grades
indicated, the deficiency shall be obtained from borrow areas.
The grade shall be maintained so that the surface is well drained at all times. When necessary,
temporary drains and drainage ditches shall be installed to intercept or divert surface water which
may affect the work.
a. Selective Grading. When selective grading is indicated on the plans, the more suitable I
material as designated by the Engineer shall be used in constructing the embankment or in capping
the pavement subgrade. If, at the time of excavation, it is not possible to place this material in its
final location, it shall be stockpiled in approved areas so that it can be measured for payment for
rehandling as specified in paragraph 3.3.
b. Undercutting. Rock, shale, hardpan, loose rock, boulders, or other material
unsatisfactory for runway safety areas, subgrades, or any areas intended for turfing shall be excavated
to a minimum depth of 12 inches, or to the depth specified by the Engineer, below the subgrade.
Muck, peak, matted roots, or other yielding material, unsatisfactory for subgrade foundation, shall be
removed to the depth specified. Unsuitable materials shall be disposed of at off -site locations. This
excavated material shall be paid for at the contract unit price per cubic yard for Unclassified
Excavation upon written authorization by the Engineer and Owner. The excavated area shall be
refilled with suitable material, obtained from the grading operations or borrow areas and thoroughly
compacted by rolling. The necessary refilling will constitute a part of the embankment.
c. Overbreak. Overbreak, including slides, is that portion of any material displaced or
loosened beyond the finished work as planned or authorized by the Engineer. The Engineer shall
J*2002\022103\SPECS\P-I52.DOC Section P-152 -2
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determine if the displacement of such material was unavoidable and his/her decision shall be final.
' All overbreak shall be graded or removed by the Contractor and disposed of as directed; however,
payment will not be made for the removal and disposal of overbreak which the Engineer determines
as avoidable. Unavoidable overbreak will be classified as "Unclassified Excavation'.
' d. Removal of Utilities. The removal of existing structures and utilities required to
permit the orderly progress of work will be accomplished by someone other than the Contractor,
'e.g., the utility unless otherwise shown on the plans. All existing foundations shall be excavated
for at least 2 feet(6 cm) below the top of subgrade or as indicated on the plans, and the material
disposed of as directed. All foundations thus excavated shall be backfilled with suitable material
and compacted as specified herein
e. Compaction Requirements. The subgrade under areas to be paved shall be compacted
Ito a depth of 6 -inch or 8 -inch lifts to a density of not less than 95 percent of the maximum density as
determined by ASTM D 698.
The in -place field density shall be determined in accordance with ASTM D 2922. Stones or rock
fragments larger than 4 inches in their greatest dimension will not be permitted in top 6 inches of the
subgrade.
' All cut -and -fill slopes shall be uniformly dressed to the slope, cross section, and alignment shown on
the plans or as directed by the Engineer.
No payment or measurement of payment will be made for suitable materials removed, manipulated,
and replaced in order to obtain density. Any removal, manipulation, aeration, replacement, and
recompaction of suitable materials necessary to obtain the required density shall be considered as
incidental to the excavation and embankment operations and shall be performed by the Contractor at
no additional cost to the Project.
Blasting should not be required for this project.
' 152-2.3 BORROW EXCAVATION. Compacted select borrow area shall consist of excavation
made from borrow areas outside the airport to form the compacted select embankment.
Borrow sources are outside the boundaries of the airport property, it shall be the Contractor's
responsibility to locate and obtain the supply. subject to the approval of the Engineer. The
Contractor shall notify the Engineer, at least 15 days prior to beginning the excavation, so necessary
measurements and tests can be made. All unsuitable material shall be disposed of by the Contractor.
All borrow pits shall be opened up to expose the vertical face of various strata of acceptable material
to enable obtaining a uniform product. Borrow pits shall be excavated to regular lines to permit
1 accurate measurements, and they shall be drained and left in a neat, presentable condition with all
slopes dressed uniformly.
' The select borrow material may be a locally available sandy clay gravel material having a Unified
Soil Classification of GC, GM, SM, or SC.
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ra2002\022103kSPEC 'P-t52.DOC Section P-152 -3
152-2.4 DRAINAGE EXCAVATION. Not used.
152-2.5 PREPARATION OF EMBANKMENT AREA. Where an embankment is to be 1
constructed, all sod and vegetable matter shall be removed from the surface upon which the
embankment is to be placed, and the cleared surface shall be completely broken up by plowing or
scarifying to a minimum depth of 6 inches. This area shall then be compacted as indicated in
paragraph 2.6.
No direct payment shall be made for the work performed under this section. The necessary clearing I
and grubbing and the quantity of excavation removed will be paid for under the respective items of
work. I
152-2.6 FORMATION OF EMBANKMENTS. Embankments shall be formed in successive
horizontal layers of not more than 8 inches in loose depth for the full width of the cross section, I
unless otherwise approved to the Engineer.
The grading operations shall be conducted, and the various soil strata shall be placed, to produce a I
soil structure as shown on the typical cross section or as directed. Materials such as brush, hedge,
roots, stumps, grass and other organic matter, shall not be incorporated or buried in the embankment.
Operations on earthwork shall be suspended at any time when satisfactory results cannot be obtained
because of rain, freezing, or other unsatisfactory conditions of the field. The Contractor shall drag,
blade, or slope the embankment to provide proper surface drainage.
The material in the layer shall be within -2 to +2 percent of optimum moisture content before rolling
to obtain the prescribed compaction. In order to achieve a uniform moisture content throughout the
layer, wetting or drying of the material and manipulation shall be required when necessary. Should
the material be too wet to permit proper compaction or rolling, all work on all of the affected
portions of the embankment shall be delayed until the material has dried to the required moisture
content. Sprinkling of dry material to obtain the proper moisture content shall be done with
approved equipment that will sufficiently distribute the water. Sufficient equipment to furnish the
required water shall be available at all times. Compaction tests shall be performed on each 5000
square feet of each embankment lift. The Contractor shall make the necessary corrections and
adjustments in methods, materials or moisture content in order to achieve the correct embankment
density.
Rolling operations shall be continued until the subgrade embankment is compacted to not less than I
95 percent of maximum density as determined by ASTM D 698. Compaction for sideslope
embankment is to be compacted not less than 90 percent as defined above. The in -place field density ,
shall be determined in accordance with ASTM D 2922.
Compaction areas shall be kept separate, and no layer shall be covered by another until the proper ,
density is obtained.
During construction of the embankment, the Contractor shall route his/her equipment at all times,
both when loaded and when empty, over the layers as they are placed and shall distribute the travel
1:\2002\022103\SPECS\P-I52.DOC Section P-152-4
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Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall take all
' precautions necessary to protect the subgrade from damage. He/she shall limit hauling over the
finished subgrade to that which is essential for construction purposes.
evenly over the entire width of the embankment. The equipment shall be operated in such a manner
that hardpan, cemented gravel, clay, or other chunky soil material will be broken up into small
particles and become incorporated with the other material in the layer.
In the construction of embankments, layer placement shall begin in the deepest portion of the fill; as
placement progresses, layers shall be constructed approximately parallel to the finished pavement
grade line.
When rock and other embankment material are excavated at approximately the same, time, the rock
shall be incorporated into the outer portion of the embankment and the other material shall he
incorporated under the future paved areas. Stones or fragmentary rock larger than 4 inches in their
greatest dimensions will not be allowed in the top 6 inches of the subgrade. Rock fill shall he brought
up in layers as specified or as directed and every effort shall be exerted to fill the voids with the finer
material forming a dense, compact mass. Rock or boulders shall not be disposed of outside the
excavation or embankment areas, except at places and in the manner designated by the Engineer.
Frozen material shall not be placed in the embankment nor shall embankment be placed upon frozen
material.
152-2.7 FINISHING AND PROTECTION OF SUBGRADE. After the subgrade has been
substantially completed the full width shall be conditioned by removing any soft or other unstable
material which will not compact properly. The resulting areas and all other low areas, holes or
depressions shall he brought to grade with suitable select material. Scarifying, blading, rolling and
other methods shall be performed to provide a thoroughly compacted subgrade shaped to the lines
and grades shown on the plans.
All ruts or rough places that develop in a completed subgrade shall be smoothed and recompacted.
No base, or surface course shall be placed on the subgrade until the subgrade has been approved by
the Engineer.
152-2.8 HAUL. All hauling will be considered a necessary and incidental part of the work. Its cost
' shall be considered by the Contractor and included in the contract unit price for the pay of items of
work involved. No payment will he made separately or directly for hauling on any part of the work.
' 152-2.9 TOLERANCES. In those areas upon which a select borrow course is to be placed, the top
of the subgrade shall be of such smoothness that, when tested with a 16 -foot straightedge applied
parallel and at right angles to the centerline, it shall not show any deviation in excess of 1/2 -inch, or
shall not be more than any deviation in excess of 1/2 -inch, or shall not he more than 0.05 -foot from
true grade as established by grade hubs or pins. Any deviation in excess of these amounts shall be
corrected by loosening, adding, or removing materials; reshaping; and recompacting by sprinkling
and rolling.
i. 2002\022103\SP1'CS\J'-1t.DOC Section t -I52 -5
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On runway safety areas, intermediate and other designated areas, the surface shall be of such
smoothness that it will not vary more than 0.10 foot from true grade as established by grade hubs.
Any deviation in excess of this amount shall be corrected by loosening, adding or removing
materials, and reshaping.
152-2.10 TOPSOIL. When topsoil is specified or required as shown on the plans or under Item
T-905, it shall be salvaged from stripping or other grading operations. The topsoil shall meet the
requirements of Item T-905. If, at the time of excavation or stripping, the topsoil cannot be placed in
its proper and final section of finished construction, the material shall be stockpiled at approved
locations. Stockpiles shall not be placed within 300 feet of runway pavement and shall not be placed
on areas which subsequently will require any excavation or embankment. If, in the judgment of the
Engineer, it is practical to place the salvaged topsoil at the time of excavation or stripping, the
material shall be placed in its final position without stockpiling or further rehandling. I
Upon completion of grading operations, stockpiled topsoil shall be handled and placed as directed, or
as required in Item T-905. I
METHOD OF MEASUREMENT
152-3.2 The quantity of unclassified excavation to be paid for shall be the number of cubic
yards excavated. Pay quantities shall be accepted as the plan quantity presented in the proposal.
152-3.3 Topsoil Excavation and Topsoil Replacement shall be paid for on the basis of the
number of cubic yards excavated, stockpiled and replaced. Pay quantities shall be accepted as the
plan quantity presented in the proposal.
152-3.4 Compacted Embankment and Select Borrow shall be paid for on the basis of the
number of cubic yards placed. Pay quantities shall be accepted as the plan quantity presented in the
proposal.
152-3.5 The quantity of undercut and embankment backfill approved by the Engineer,
removed and placed shall be paid for by the number of cubic yards of material excavated and
replaced, as calculated in its original position. Pay quantities shall be accepted as the measured
quantity prior to removal.
BASIS OF PAYMENT '
152-4.2 Payment shall be made at the contract unit price per cubic yard for "Unclassified
Excavation". This price shall be full compensation for furnishing all materials, labor, equipment,
tools, and incidentals necessary to complete the item.
152-4.3 Payment shall be made at the contract unit price per cubic yard Topsoil Excavation 1
and Topsoil Replacement. This price shall be full compensation for furnishing all materials, labor,
equipment, tools, and incidentals necessary to complete the item.
i:¢002\022103\SPECs\P-I52.DOC Section P-152 -6
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152-4.4 Payment shall be made at the contract unit price per cubic yard for Compacted
Embankment and Select Burrow. This price shall be full compensation for furnishing all materials,
labor, equipment, tools, and incidentals necessary to complete the item.
152-4.5 Payment shall be made at the Contract unit price for undercut and embankment
backfill. This price shall be full compensation for furnishing all materials, labor, equipment, tools,
and incidentals necessary to complete the item.
Payment will be made under:
' Bid Item No.'s. 1-2 & 11-2 Topsoil Removal, per cubic yard (Plan Quantity)
Bid Item No's. 1-3 & 11-3 Unclassified Excavation --per cubic yard (Plan Quantity)
Bid Item No's. 1-4 & 11-4 Embankment from Excavation, per cubic yard (Plan Quantity)
' Bit Item No's. 1-5 & 11-5 Select Borrow Embankment- per cubic yard (Plan Quantity)
Bid Item No's. 1-6 & 11-6 Topsoil Rcplacement,-per cubic yard (Plan Quantity)
Bid Item No's. 1-7 & 11-7 Undercut and Embankment Backfill, per cubic yard
END OF ITEM P-152
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ITEM P-156 TEMPORARY AIR AND WATER POLLUTION,
' SOIL EROSION, AND SILTATION CONTROL
DESCRIPTION
156-1.1 This item shall consist of temporary control measures as required during the life of a
contract to control water pollution, soil erosion, and siltation through the use of mulches, grasses,
and other erosion control devices or methods.
The temporary erosion control measures contained herein shall be coordinated with the permanent
erosion control measures
specified as part
of this
contract to
the extent practical to assure
'
economical, effective, and
continuous erosion
control
throughout
the construction period.
I Temporary
control may
include work
outside the construction limits such as borrow pit operations,
equipment
and material
storage sites,
waste areas, and temporary plant sites.
' 156-1.2 Baled Straw Filter Barrier. Where shown on the plans or as directed by the Engineer this
item shall consist of Baled Straw placed in ditches around inlets and in swales and draws to impede
fun -off velocity of water, and to prevent scouring and eroding of soil until permanent erosion control
'item can be placed.
156-1.3 Filter Fabric Barrier. Where shown on the plans or as directed by the Engineer this item
shall consist of placing and securing filter fabric to the construction of a temporary wire fence and
the attachment of filter fabric to impede the flow of water carrying silt to existing streams.
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MATERIALS
' 156-2.1 GRASS. Grass which will not compete with the grasses sown later for permanent cover
shall be a quick -growing species (such as ryegrass, Italian ryegrass, or cereal grasses) suitable to the
area providing a temporary cover.
156-2.2 MULCHES. Mulches may be hay, straw, fiber mats, netting, bark, wood chips, or other
suitable material reasonably clean and free of noxious weeds and deleterious materials.
156-2.3 FERTILIZER. Fertilizer shall he a standard commercial grade and shall conform to all
Federal and state regulations and to the standards of the Association of Official Agricultural
Chemists.
156-2.4 BALED STRAW FILTER BARRIER. Straw for filter harrier shall consist of bales of
' rice, oats, barley, wheat, or rye straw, or of available grasses, free of an excessive amount of noxious
weeds. Bales shall each weight approximately 35 pounds. Straw in an advanced state of
decomposition will not be acceptable.
1:\2002\022103\SPECS\P-156.DOC Section P-156 - I
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156-2.5 FILTER FABRIC BARRIER. Filter fabric shall be a permeable woven or nonwoven
fabric that has high strength, high dimensional high resistance to tear propagation in all directions,
and shall be woven wire with sufficient strength to provide the service intended. Posts for the
temporary wire fence shall be of any acceptable durable material of sufficient strength to support the
wire fence and fabric when loaded with silt for the time the barrier is needed for service. The type of
fastener and manner of attaching the wire fencing to posts and the fabric to the fence shall be
approved by the Engineer.
156-2.5 OTHER. All other materials shall meet commercial grade standards and shall be approved ,
by the Engineer before being incorporated into the project.
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CONSTRUCTION REQUIREMENTS
156-3.1 GENERAL. In the event of conflict between these requirements and pollution control
laws, rules, or regulations of other Federal, State, or local agencies, the more restrictive laws, rules,
or regulations shall apply.
The Contractor shall be responsible for assuring compliance to the extent that construction practices, ,
construction operations, and construction work are involved.
156-3.2 SCHEDULE. Prior to the start of construction, the Contractor shall submit schedules for
accomplishment of temporary and permanent erosion control work, as are applicable for grading;
construction; paving; and structures at watercourses. The Contractor shall also submit a proposed
method of erosion and dust control on haul roads and borrow pits and a plan for disposal of waste
materials. Work shall not be started until the erosion control schedules and methods of operation for
the applicable construction have been accepted by the Engineer.
156-3.3 AUTHORITY OF ENGINEER. The Engineer has the authority to limit the surface area
of erodible earth material exposed by clearing and grubbing, to limit the surface area of erodible
earth material exposed by excavation, borrow and fill operations, and to direct the Contractor to
provide immediate permanent or temporary pollution control measures to minimize contamination of
adjacent streams or other watercourses, lakes, ponds, or other areas of water impoundment.
156-3.4 PERMITTING. The Contractor shall, at least 48 hours before the start of construction, file
its Notice of Intent to discharge storm water associated with the planned construction activity in
accordance with the State of Arkansas NPDES General Permit ARRl 0A000. The Contractor, shall
developed a Storm Water Pollution Prevention Plan (SWPPP) to comply with this permit.
156-3.5 CONSTRUCTION DETAILS. The Contractor will be required to incorporate all I
permanent erosion control features into the project at the earliest practicable time as outlined in the
accepted schedule. Except where future construction operations will damage slopes, the Contractor
shall perform the permanent seeding and mulching and other specified slope protection work in
stages, as soon as substantial areas of exposed slopes can be made available. Temporary erosion and
pollution control measures will be used to correct conditions that develop during construction that
J:\2002\022103\SPECS\P-I56.DOC Section P-156 -2
were not foreseen during the design stage; that are needed prior to installation of permanent control
' features; or that are needed temporarily to control erosion that develops during normal construction
practices, but are not associated with permanent control features on the project.
The Engineer will limit the area of excavation, borrow, and embankment operations in progress,
commensurate with the Contractor's capability and progress in keeping the finish grading, mulching,
seeding, and other such permanent control measures current in accordance with the accepted
' schedule. Should seasonal limitations make such coordination unrealistic, temporary erosion control
measures shall be taken immediately to the extent feasible and justified.
' In the event that temporary erosion and pollution control measures arc required due to the
Contractor's negligence, carelessness, or failure to install permanent controls as a part of the work as
scheduled or are ordered by the Engineer, such work shall be performed by the Contractor at his/her
own expense.
The Engineer may increase or decrease the area of erodible earth material to be exposed at one time
as determined by analysis of project conditions.
The erosion control features installed by the Contractor shall be acceptably maintained by the
'Contractor during the construction period.
Pollutants such as fuels, lubricants, bitumen, raw sewage, wash water from concrete mixing
operations, and other harmful materials shall not be discharged into or near rivers, streams, and
impoundments or into natural or manmade channels leading thereto.
156-3.6 STRAW BALE BARRIER. Bales of straw shall be keyed into the ground and securely
held in place by means of staking and/or wiring or other acceptable methods that will prevent
' floating and /or displacement. The number of bales required and their arrangement at each
installation will vary with on -site conditions.
156-3.7 FILTER FABRIC BARRIER. Filter Fabric Barrier shall be attached to the fence,
temporary fence with staples or suitable wire or rope ties. The fabric toe shall be buried to secure the
base.
156-3.8 MAINTENANCE OF ROADWAYS. The existing paved roadways at and adjacent to the
permitted intersection locations shall be maintained in a clean and passable condition by the
' Contractor. When required or as requested by the Owner or the Engineer, the Contractor shall broom
or wash the existing paved roadways to remove excess mud or dirt at the intersection and for a
reasonable length of the existing roadway beyond the intersection. The work shall not be paid for
'
directly, but shall be considered incidental to the other items of work and the cost included as part of
the work.
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METHOD OF MEASUREMENT
156-4.1 Temporary erosion and pollution control work required which is not attributed to the
Contractor's negligence, carelessness, or failure to install permanent controls will be performed as
scheduled or ordered by the Engineer. The straw bale barriers and Filter Barriers shall be measured
as the number of linear feet installed.
156-4.2 Control work performed for protection of construction areas outside the construction limits,
such as borrow and waste areas, haul roads, equipment and material storage sites, -and temporary
plant sites, will not be measured and paid for directly but shall be considered as a subsidiary
obligation of the Contractor with costs included in the contract prices bid for the items to which they
apply.
BASIC OF PAYMENT
156-5.1 Payment for temporary erosion and pollution control work will be made at the contract unit
price per linear foot for the straw bales of filter fabric barriers. These prices shall be full
compensation for furnishing all material, for all preparation, excavation, installation, and all labor,
equipment, tools and incidentals necessary to complete this item.
Payment will be made under:
Bid Item No's. 1-9 & I1-9
Bid Item No's.I-10 & 11-10
JA2002\022103\S P ECS\P- 156. DOC
Straw Bale Barriers --per linear foot
Filter Fabric Barrier --per linear foot
END OF ITEM P-156
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Section P156-4
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ITEM P-209
CRUSHED AGGREGATE BASE COURSE
DESCRIPTION
209-1.1 This item consists of a base course for the box culvert and base and surface courses for the
gravel road composed of crushed aggregates constructed on a prepared course in accordance with
these specifications and in conformity to the dimensions and typical cross sections shown on the
plans.
MATERIALS
209-2.1 AGGREGATE. Aggregates shall consist of clean, sound, durable particles of crushed
stone, crushed gravel, or crushed slag and shall be free from coatings of clay, silt, vegetable matter,
and other objectionable materials and shall contain no clay balls. Fine aggregate passing the No. 4
sieve shall consist of fines from the operation of crushing the coarse aggregate. If necessary, fine
aggregate may be added to produce the correct gradation. The fine aggregate shall be produced by
crushing stone, gravel, or slag that meet the requirements for wear and soundness specified for coarse
aggregate.
The crushed slag shall be an air-cooled, blast furnace slag and shall have a unit weight of not less
'
than 70 pounds per cubic foot when tested in accordance with ASTM C 29.
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The crushed aggregate portion which is retained on the No. 4 sieve shall contain not more than 15
percent, by weight, of flat or elongated pieces as defined in ASTM D 693 and shall have at least 90
percent by weight of particles with at least two fractured faces and 100 percent with at least one
fractured face. The area of each face shall be equal to at least 75 percent of the smallest midsectional
area of the piece. When two fractured faces are contiguous, the angle between the planes of fractures
shall be at least 30 to count as two fractured faces.
The percentage of wear shall not he greater than 45 percent when tested in accordance with ASTM C
131. The sodium sulfate soundness loss shall not exceed 12 percent. after 5 cycles, when tested in
accordance with ASTM C 88.
The fraction passing the No. 40 sieve shall have a liquid limit no greater than 25 and a plasticity
' index of not more than
4 when tested in
accordance
with ASTM D 4318.
The fine aggregate shall
have a minimum sand
equivalent value
of 35 when
tested in accordance
with ASTM D 2419.
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a. Sampling and Testing. Aggregates for preliminary testing shall be furnished by the
Contractor prior to the start of production. All tests for initial aggregate submittals necessary to
determine compliance with the specification requirements will be made by the Engineer at no
expense to the Contractor.
1:'2002'.022 to3BPECS.r-2a).DOC Section P-209 - I
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Samples of aggregates shall be furnished by the Contractor at the start of production and at intervals
during production. The sampling points and intervals will be designated by th'e Engineer. The ,
samples will be the basis of approval of specific lots of aggregates from the standpoint of the quality
requirements of this section.
In lieu of testing, the Engineer may accept certified state test results indicating that the aggregate 1
meets specification requirements.
Samples of aggregates to check gradation shall be taken by the Engineer at such times throughout the ,
project as to ensure proper gradation. Sampling shall be in accordance with ASTM D 75, and testing
shall be in accordance with ASTM C 136 and C 117.
b. Gradation Requirements. The gradation of the final mixture shall fall within the design
range indicated in Table 1, when tested in accordance with ASTM C 117 and C 136. The final
gradation shall be continuously well graded from coarse to fine and shall not vary from the low limit
on one sieve to the high limit on an adjacent sieve or vice versa.
TABLE 1. REQUIREMENTS FOR GRADATION OF AGGREGATE
Sieve Size Design Range Job Mix
Percentage by Weight Tolerances
Passing Sieves Percent
1-1/2 95-100 ±5
1 70-95 ±8 '
3/4 55-85 ±8
No. 4 30-60 ±8
No. 30 12-30 ±5
No. 200 0-8 ±3
The fraction of the final mixture that passes the No. 200 sieve shall not exceed 60 percent of the
fraction passing the No. 30 sieve.
CONSTRUCTION METHODS '
209-3.1 PREPARING UNDERLYING COURSE. The underlying course shall be checked and '
accepted by the Engineer before placing and spreading operations are started. Any ruts or soft
yielding places caused by improper drainage conditions, hauling, or any other cause shall be ,
corrected at the Contractor's expense before the base course is placed thereon. Material shall not be
placed on frozen subgrade.
209-3.2 MIXING AND PLACING. The base materials are to be mixed in -place, and the base '
aggregate shall be deposited and spread evenly to a uniform thickness and width. There shall be as
many layers of materials added as the Engineer may direct to obtain the required gradation and layer
J:\2002\022103\SPECS\P-209.DOC Section P-209 -2
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thickness. When the required amount of materials have been placed, they shall be thoroughly mixed
and blended by means of approved graders, discs, harrows, rotary tillers, or a machine capable of
combining these operating, supplemented by other suitable equipment if necessary. The mixing shall
continue until the mixture is uniform throughout and accepted by the Engineer. Areas of segregated
material shall be corrected by the addition of needed material and by remixing. Water shall he
uniformly applied, prior and during the mixing operation if necessary to maintain the material at the
proper moisture content. When the mixing and blending have been completed, the materials shall be
bladed and dragged, if necessary, until a smooth uniform surface is obtained, true to line and grade.
The base course shall be constructed in a layer not less than 3 inches nor more than 6 inches of
compacted thickness. The aggregate as spread shall be of uniform grading with no pockets of fine or
coarse materials. The aggregate, unless otherwise permitted by the Engineer, shall not be spread
more then 2,000 square yards in advance of the rolling. Any necessary sprinkling shall be kept
within these limits. No materials shall be placed in snow or on a soft, muddy, or frozen course.
During the mixing and spreading process, sufficient caution shall be exercised to prevent the
incorporation of subgrade, subbase, or should materials in the base course mixture.
209-3.3 Not used.
209-3.4 COMPACTION. Immediately upon completion of the spreading operations, the crushed
aggregate shall be thoroughly compacted. The number, type, and weight of rollers shall he sufficient
to compact the material to the required density.
The moisture content of the material during placing operations shall not be below, nor more than I -
1 /2 percentage points above, the optimum moisture content as determined by ASTM D 1557.
209-3.5 ACCEPTANCE SAMPLING AND TESTING FOR DENSITY. Aggregate base course
shall be accepted for density on a lot basis. A lot will consist of one day's production where it is not
expected to exceed 2,400 square yards. A lot will consist of one-half day's production where a day's
production is expected to consist of between 1,200 and 2,400 square yards.
Each lot shall be divided into two equal sublots. One test shall be made for each sublot. Sampling
' locations will be determined by the Engineer on a random basis in accordance with statistical
procedures contained in ASTM D 3665.
' Each lot will be accepted for density when the field density is at least 95 percent of the maximum
density of laboratory specimens prepared from samples of the base course material delivered to the
job site. The specimens shall be compacted and tested in accordance with ASTM D 1557. The in-
' place field density shall be determined in accordance with ASTM D 2922. If the specified density is
not attained, the entire lot shall be reworked and/or recompacted and two additional random tests
' made. This procedure shall be followed until the specified density is reached.
209-3.6 FINISHING. The surface of the aggregate base course shall be finished byblading or with
automated equipment especially designed for this purpose.
t:'2002w22 w}\srecsu 209.i)OC Section P-209 -3
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In no case will the addition of thin layers of material be added to the top layer of base course to meet
grade. If the elevation of the top layer is 0 inch or more below grade, the top layer of base shall be
scarified to a depth of at least 3 inches, new material added, and the layer shall be blended and
recompacted to bring it to grade. If the finished surface is above plan grade, it shall be cut back to
grade and rerolled.
209-3.7 SURFACE TOLERANCES. The finished surface shall not vary more than 3/8 inch when
tested with a 16 -foot straightedge applied parallel with or at right angles to the centerline. Any
deviation in excess of this amount shall be corrected by the Contractor at the Contractor's expense.
209-3.8 THICKNESS CONTROL. The completed thickness of the base course shall be within 0
inch of the design thickness. Four determinations of thickness shall be made for each lot of material
placed. The lot size shall be consistent with that specified in paragraph 3.5. Each lot shall be
divided into four equal sublots. One test shall be made for each sublot. Sampling locations will be
determined by the Engineer on a random basis in accordance with procedures contained in ASTM D
3665. Where the thickness is deficient by more than 0 inch, the Contractor shall correct such areas at
no additional cost by excavating to the required depth and replacing with new material. Additional 1
test holes may be required to identify the limits of deficient areas.
209-3.9 MAINTENANCE. The base course shall be maintained in a condition that will meet all 1
specification requirements until the work is accepted. Equipment used in the construction of an
adjoining section may be routed over completed portions of the base course, provided no damage
results and provided that the equipment is routed over the full width of the base course to avoid
rutting or uneven compaction.
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METHOD OF MEASUREMENT
209-4.1 The quantity of crushed aggregate base course to be paid for shall be the number of tons 1
(2,000 lbs.) of material placed, compacted, and accepted in the completed base course. The quantity
of base course material shall be determined by weight tickets accompanying each truck of base
material, said tickets being surrendered to the Engineer not less frequently than once per day.
Thickness measurements indicating a base course thickness up to 0 -inch above the plan depth shall
result in adjusting the pay quantity by assuming a compacted weight of base material of 150 pounds
per cubic foot moist weight (the intent is to preclude payment to the Contractor for crushed stone
base material placed in excess of 0 inch greater than the required course thickness).
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BASIS OF PAYMENT
209-5.1 Payment shall be made at the contract unit price per ton for crushed aggregate base course.
This price shall be full compensation for furnishing all materials, for preparing and placing these
materials, and for all preparation, hauling, equipment tools, and incidentals necessary to complete the
item.
Payment will be made under:
Bid Item No's. I -I 1 & Il-I I Crushed Aggregate Base Course, per ton.
END OF P-209
i'2002%022103uPt:cs\P.209.txx: Section P-209 -5
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ITEM P-501
PORTLAND CEMENT CONCRETE PAVEMENT
DESCRIPTION
501-1.1 This work shall consist of pavement composed of portland cement concrete, with
reinforcement constructed on a prepared underlying surface in accordance with these specifications
and shall conform to the lines, grades, thickness, and typical cross sections shown on the plans.
MATERIALS
501-2.1 AGGREGATES.
a. Reactivity. Aggregate shall be free of'substances that are deleteriously reactive with the
alkalies in the cement in an amount sufficient to cause excessive expansion of the concrete.
Acceptable aggregate shall be based on satisfactory evidence furnished by the Contractor that
the aggregate is free from such materials. This evidence shall include service records of
concrete of comparable properties under similar conditions of exposure and/or certified
records of tests by a testing laboratory that meets the requirements of ASTM C 1077. Tests
shall be made in accordance with ASTM C 227.
b. Fine Aggregate. Fine aggregate shall conform to the requirements of ASTM C 33.
Gradation shall meet the requirements of Table I when tested in accordance with ASTM C 136,
except as may otherwise be qualified under Section 5 of ASTM C 33.
TABLE 1. GRADATION FOR FINE AGGREGATE
ASTM C 33
Sieve Designation
(square openings)
3/8 in. (9.5 mm)
No.4(4.75 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1.18 mm)
No. 30 (600 micro -m)
No. 50 (300 micro -m)
No. 100 (150 micro -m)
Percentage by Weight
Passing Sieves
100
90-100
80-100
50-85
25-60
10-30
2-10
c. Coarse Aggregate. Coarse aggregate shall conform to the requirements of ASTM C 33.
Gradation, within the separated size groups, shall meet the requirements of Table 2 when tested in
accordance with ASTM C 136. When the nominal maximum size of the aggregate is greater than I
inch, the aggregates shall be furnished in two size groups.
1 ?002\02J103\sp��s\P-50Ldc
Section P 501 - I
Aggregates delivered to the mixer shall consist of crushed stone, crushed or uncrushed gravel,
air-cooled blast furnace slag, crushed recycled concrete pavement, or a combination thereof. The ,
aggregate shall be composed of clean, hard, uncoated particles and shall meet the requirements for
deleterious substances contained in ASTM C 33, Dust and other coating shall be removed from the
aggregates by washing. The aggregate in any size group shall not contain more than 8 percent by
weight of flat or elongated pieces when tested in accordance with ASTM D 4791. A flat or
elongated particle is one having a ratio between the maximum and the minimum dimensions of a
circumscribing rectangular prism exceeding 5 to 1.
The percentage of wear shall be no more than 40 when tested in accordance with ASTM C 131 or
ASTM C 535.
TABLE 2. GRADATION FOR COARSE AGGREGATE
ASTMC33 33 ,
Sieve Designations
(square openings)(Inches) Percentage by Weight Passing Sieves I
1-1/2 100
1 90-100
3/4
1/2 25-60
3/8
N
No. 4 0-10
No. 8 0-5
501-2.2 CEMENT. Cement shall conform to the requirements of ASTM ASTM C 150 - Type I, '
If for any reason, cement becomes partially set or contains lumps of caked cement, it shall be
rejected. Cement salvaged from discarded or used bags shall not be used.
501-2.3 CEMENTITIOUS MATERIALS. '
a. Fly Ash. Fly ash shall meet the requirements of ASTM C 618, Class C, F, or N with the
exception of loss of ignition, where the maximum shall be less than 6 percent for Class F or N. [The
supplementary optional chemical and physical properties of Tables IA and 2A contained in ASTM
C 618 shall apply.]
501-2.4 PREMOLDED JOINT FILLER. Premolded joint filler for expansion joints shall
conform to the requirements of ASTM D 1752, Type II or III and shall be punched to admit the
dowels where called for on the plans. The filler for each joint shall be furnished in a single piece for ,
the full depth and width required for the joint, unless otherwise specified by the Engineer. When the
use of more than one piece is required for a joint, the abutting ends shall be fastened securely and
held accurately to shape by stapling or other positive fastening means satisfactory to the Engineer.
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501-2.5 JOINT SEALER. The joint sealer for the joints in the concrete pavement shall meet the
requirements of Item P-605 and shall be of the type(s) specified in the plans.
501-2.6 STEEL REINFORCEMENT. Reinforcing shall consist of Welded Steel Wire Fabric
conforming to the requirements of ASTM A 185.
501-2.7 DOWEL AND TIE BARS. Tie bars shall be deformed steel bars and conform to the
requirements
of ASTM
A 615, ASTM A
616, or ASTM
A 617, except
that rail steel bars, Grade 50
1 or 60, shall not he used
for tie bars that are
to be bent or
restraightened
during construction. Tie bars
designated as
Grade 40
in ASTM A 615
can be used for
construction requiring bent bars.
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Dowel bars shall be plain steel bars conforming to ASTM A 615, ASTM A 616 or ASTM A 617 and
shall be free from burring or other deformation restricting slippage in the concrete. High strength
dowel bars shall conform to ASTM A 714, Class 2, Type S, Grade I, II or 111, Bare Finish. Before
delivery to the construction site each dowel bar shall be painted on all surfaces with one coat of paint
meeting Federal Specification TT -P-664. If plastic or epoxy -coated steel dowels are used no paint
coating is required, except when specified for a particular situation on the contract plans. Coated
dowels shall conform to the requirements of AASHTO M 254.
501-2.8 WATER. Water used in mixing or curing shall be clean and free of oil, salt, acid, alkali,
sugar, vegetable, or other substances injurious to the finished product. Water will he tested in
accordance with the requirements of AASHTO T 26. Water known to be of potable quality may be
used without testing.
501-2.9 COVER MATERIAL FOR CURING. Curing materials shall conform to one of the
following specifications:
a. Liquid membrane -forming compounds for curing concrete shall conform to the requirements
of ASTM C 309, Type 2, Class B.
b. White polyethylene film for curing concrete shall conform to the requirements of ASTM C
171.
c. White burlap -polyethylene sheeting for curing concrete shall conform to the requirements of
ASTM C 171.
Waterproof paper for curing concrete shall conform to the requirements of ASTM C 171.
501-2.10 ADMIXTURES. The use of any material added to the concrete mix shall be approved by
the Engineer. The Contractor shall submit certificates indicating that the material to be furnished
meets all of the requirements indicated below. In addition, the Engineer may require the Contractor
to submit complete test data from an approved laboratory showing that the material to be furnished
meets all of the requirements of the cited specifications. Subsequent tests may be made of samples
taken by the Engineer from the supply of material being furnished or proposed for use on the work to
determine whether the admixture is uniform in quality with that approved.
1:\2002\022103\sp«:s\P-50t.doc Section P 501 -3
a. Air -Entraining Admixtures. Air -entraining admixtures shall meet the requirements of
ASTM C 260 and shall consistently entrain the air content in the specified ranges under field
conditions. The air -entrainment agent and any chemical admixtures shall be compatible.
b. Chemical Admixtures. Water -reducing, set retarding, and set -accelerating admixtures shall
meet the requirements of ASTM C 494, including the flexural strength test.
501-2.11 EPDXY -RESIN. Epoxy -resin used to anchor dowels and tie bars in pavements shall
conform to the requirements of ASTM C 881, Type I, Grade 3, Class C. Class A or B shall be used
when the surface temperature of the hardened concrete is below 60 degrees F degrees
C).
501-2.12 MATERIAL ACCEPTANCE. Prior to use of materials, the Contractor shall submit
certified test reports to the Engineer for those materials proposed for use during construction. The
certification shall show the appropriate ASTM test(s) for each material, the test results,
and a statement that the material passed or failed.
The Engineer may request samples for testing, prior to and during production, to verify the quality of
the materials and to ensure conformance with the applicable specifications.
MIX DESIGN
501-3.1 PROPORTIONS. Concrete for the 11" pavement shall be designed to achieve a 28 day
flexural strength such that not more than 25 percent of the concrete produced will fall below a
flexural strength of 625 psi. The concrete for the 6" pavement shall be designed to achieve a 28 day
compressive strength of 4500 psi. The mix shall be designed using the procedures contained in
Chapter 7 of the Portland Cement Association's manual, "Design and Control of Concrete Mixtures."
The Contractor shall note that to ensure that not more than 20 percent of the concrete actually
produced will fall below the specified strength, the mix design average strength must be
considerably higher than the specified strength. The amount of overdesign necessary to meet
specification requirements depends on the producer's standard deviation of flexural test results and ,
the accuracy which that value can be estimated from historic data for the same or similar materials.
The minimum cementitious material (cement plus fly ash) shall be 520 pounds per cubic yard. The '
ratio of water to cementitious material, including free surface moisture on the aggregates but not
including moisture absorbed by the aggregates shall not be more than 0.48 by weight.
Prior to the start of paving operations and after approval of all material to be used in the concrete, the
Contractor shall submit a mix design showing the proportions and flexural strength obtained from
the concrete at 7 and 28 days. The mix design shall include copies of test reports, including test
dates, and a complete list of materials including type, brand, source, and amount of; cement, fly ash,
ground slag, coarse aggregate, fine aggregate, water, and admixtures. The fineness modulus of the
fine aggregate and the air content shall also be shown. The mix design shall be submitted to the
Engineer at least 14 days prior to the start of operations. Production shall not begin until
J:\2002\022103\specs\P-501.doc Section P 501 -4 1
the mix design is approved in writing by the Engineer. Should a change in sources be made, or
' admixtures added or deleted from the mix, a new mix design must be submitted to the Engineer for
approval.
' Flexural strength test specimens for the 11 -inch pavement shall be prepared in accordance with
ASTM C 31 and tested in accordance with ASTM C 78. The mix determined shall be workable
concrete having a slump for side -form concrete between I and 2 inches as determined by ASTM C
' 143. For vibrated slip -form concrete, the slump shall be between 1/2 inch and 1 1/2 inches.
The compressive strength test specimens for the 6 -inch pavement shall tested in accordance with
' ASTM C 39
501-3.2 CEMENTITIOUS MATERIALS.
a. Fly Ash. Fly ash may be used in the mix design. When fly ash is used as a partial
replacement for cement, the minimum cement content maybe met by considering portland cement
' plus fly ash as the total cementitious material. The replacement rate shall be determined from
laboratory trial mixes, but shall not exceed 15 percent by weight of the total cementitious material.
501-3.3 ADMIXTURES.
a. Air -Entraining. Air -entraining admixture shall be added in such a manner that will insure
' uniform distribution of the agent throughout the batch. The air content of freshly mix air -entrained
concrete shall be based upon trial mixes with the materials to be used in the work adjusted to
produce concrete of the required plasticity and workability. The percentage of air in the mix shall be
' 4.5.percent. Air content shall be determined by testing in accordance with ASTM C 231 for gavel
and stone coarse aggregate.
' b. Chemical. Water -reducing, set -controlling, and other approved admixtures shall he added to
the mix in the manner recommended by the manufacturer and in the amount necessary to comply
with the specification requirements. Tests shall he conducted on trial mixes, with the materials to be
' used in the work, in accordance with ASTM C 494.
501-3.4 TESTING LABORATORY. The laboratory used to develop the mix design shall meet
' the requirements of ASTM C 1077. A certification that it meets these requirements shall be
submitted to the Engineer prior to the start of mix design and shall contain as a minimum:
' a. Qualifications of personnel; laboratory manager. supervising technician, and testing
technicians.
' b. A statement that the equipment used in developing the mix design is in calibration.
IC. A statement that each test specified in developing the mix design is offered in the scope of the
laboratory's services.
d. A copy of the laboratory's quality control system.
J:\2002\)22103\specs\P-501.doc Section P 501 -5
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CONSTRUCTION METHODS
501-4.1 EQUIPMENT. The Contractor shall furnish all equipment and tools necessary for
handling materials and performing all parts of the work.
a. Batch Plant and Equipment. The batch plant and equipment shall conform to the
requirements of ASTM C 94.
b. Mixers and Transportation Equipment.
(1) General. Concrete may be mixed at a central plant, or wholly or in part in truck mixers. '
Each mixer shall have attached in a prominent place a manufacturer's nameplate showing the
capacity of the drum in terms of volume of mixed concrete and the speed of rotation of the
mixing drum or blades.
(2) Central Plant Mixer. Central plant mixers shall conform to the requirements of ASTM ,
C 94, if used. The mixer shall be examined daily for changes in condition due to accumulation
of hard concrete or mortar or wear of blades. The pickup and throwover blades shall be
replaced when they have worn down 3/4 inch (19 mm) or more. The Contractor shall have a
copy of the manufacturer's design on hand showing dimensions and arrangement of blades in
reference to original height and depth.
(3) Truck Mixers and Truck Agitators. Truck mixers used for mixing and hauling concrete
and truck agitators used for hauling central -mixed concrete shall conform to the requirements
of ASTM C 94.
(4) Nonagitator Trucks. Nonagitating hauling equipment shall conform to the requirements
of ASTM C 94and shall only be used for a Central Plant.
c. Finishing Equipment. The finishing equipment shall be of sufficient weight and power for
proper finishing of the concrete. The finishing machine shall be designed and operated to strike off,
screed and consolidate the concrete such that laitance on the surface is less than 1/8 -inch thick.
d. Vibrators. Vibrator shall be either internal type with immersed tube or multiple spuds, or
surface type vibrating pan or screed. For pavements 8 inches or more thick internal vibrators shall
be used. They may be attached to the spreader or the finishing machine, or they may be mounted on ,
a separate carriage. Operating frequency for internal vibrators shall be between 8,000 and 12,000
vibrations per minute. Average amplitude for internal vibrators shall be 0.025-0.05 inches. For
pavements less than 8 inches thick, vibrating surface pans or screeds shall be allowed. Operating
frequencies for surface vibrators shall be between 3,000 and 6,000 vibrations per minute.
The number, spacing, and frequency shall be as necessary to provide a dense and homogeneous '
pavement. Adequate power to operate all vibrators shall be available on the paver. The vibrators
shall be automatically controlled so that they shall be stopped as forward motion ceases.
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Section P 501 -6 1
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Hand held vibrators may be used in irregular areas.
e. Concrete Saws. The Contractor shall provide sawing equipment adequate in number of units
and power to complete the sawing to the required dimensions. The Contractor shall provide at least
one standby saw in good working order and a supply of saw blades at the site of the work at all times
during sawing operations.
f. Side Forms. Straight side forms shall be made of steel and shall be furnished in sections not
less than 10 feet in length. Forms shall have a depth equal to the pavement thickness at the edge.
Flexible or curved forms of proper radius shall be used for curves of I00 -foot radius or less. Forms
shall be provided with adequate devices for secure settings so that when in place they will withstand,
without visible spring or settlement, the impact and vibration of the consolidating and finishing
equipment. Forms with battered top surfaces and bent, twisted or broken forms shall not be used.
Built-up forms shall not be used, except as approved by the Engineer. The top face of the form shall
not vary from a true plane more than 1/8 inch in 10 feet, and the upstanding leg shall not vary more
than 1/4 inch. The forms shall contain provisions for locking the ends of abutting sections together
tightly for secure setting. Wood forms may be used under special conditions, when approved by the
Engineer.
g. Pavers. The paver shall be fully energized, self-propelled, and designed for the specific
purpose of placing, consolidating, and finishing the concrete pavement, true to grade, tolerances, and
cross section. It shall be of sufficient weight and power to construct the maximum specified
concrete paving lane width as shown in the plans, at adequate forward speed, without transverse,
longitudinal or vertical instability or without displacement. The paver shall be equipped with
electronic or hydraulic horizontal and vertical control devices.
501-4.2 FORM SETTING. Forms shall be set sufficiently in advance of the concrete placement to
insure continuous paving operation. After the forms have been set to correct grade, the underlying
surface shall be thoroughly tamped, either mechanically or by hand, at both the inside and outside
edges of the base of the forms. Forms shall be staked into place sufficiently to maintain the form in
position for the method of placement.
Form sections shall be tightly locked and shall be free from play or movement in any direction. The
forms shall not deviate from true line by more than 1/8 inch at any joint. Forms shall be so set that
they will withstand, without visible spring or settlement, the impact and vibration of the
consolidating and finishing equipment. Forms shall be cleaned and oiled prior to the placing of
concrete.
The alignment and grade elevations of the forms shall be checked and corrections made by the
Contractor immediately before placing the concrete.
501-4.3 CONDITIONING OF UNDERLYING SURFACE, SLIP -FORM CONSTRUCTION.
The compacted underlying surface on which the pavement will be placed shall be widened
approximately 2 feet to extend beyond the paving machine track to support the paver without any
noticeable displacement. After the underlying surface has been placed and compacted to the
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J:\2002\022103\spccs\P-50).doc Section P 501 - 7
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required density, the areas which will support the paving machine and the area to be paved shall be
trimmed or graded to the plan grade elevation and profile by means of a properly designed machine.
The grade of the underlying surface shall be controlled by a positive grade control system using
lasers, stringlines, or guide wires. If the density of the underlying surface is disturbed by the
trimming operations, it shall be corrected by additional compaction and retested at the option of the
Engineer before the concrete is placed except when stabilized subbases are being constructed. If
damage occurs on a stabilized subbase, it shall be corrected full depth by the Contractor. If traffic is
allowed to use the prepared grade, the grade shall be checked and corrected immediately before the
placement of concrete. The prepared grade shall be moistened with water, without saturating,
immediately ahead of concrete placement to prevent rapid loss of moisture from concrete. The
underlying surface shall be protected so that it will be entirely free of frost when concrete is placed.
501-4.4 CONDITIONING OF UNDERLYING SURFACE, SIDE -FORM AND FILL-IN
LANE CONSTRUCTION. The prepared underlying surface shall be moistened with water,
without saturating, immediately ahead of concrete placement to prevent rapid loss of moisture from
the concrete. Damage caused by hauling or usage of other equipment shall be corrected and retested
at the option of the Engineers. If damage occurs to a stabilized subbase, it shall be corrected full
depth by the Contractor. A template shall be provided and operated on the forms immediately in
advance of the placing of all concrete. The template shall be propelled only by hand and not
attached to a tractor or other power unit. Templates shall be adjustable so that they may be set and
maintained at the correct contour of the underlying surface. The adjustment and operation of the
templates shall be such as will provide an accurate retest of the grade before placing the concrete
thereon. All excess material shall be removed and wasted. Low areas shall be filled and compacted
to a condition similar to that of the surrounding grade. The underlying surface shall be protected so
that it will be entirely free from frost when the concrete is placed. The use of chemicals to eliminate
frost in the underlying surface shall not be permitted.
The template shall be maintained in accurate adjustment, at all times by the Contractor, and shall be
checked daily.
5014.5 HANDLING, MEASURING, AND BATCHING MATERIAL. The batch plant
site, layout, equipment, and provisions for transporting material shall assure a continuous supply of
material to the work. Stockpiles shall be constructed in such a manner that prevents segregation and
intermixing of deleterious materials.
Aggregates that have become segregated or mixed with earth or foreign material shall not be used.
All aggregates produced or handled by hydraulic methods, and washed aggregates, shall be
stockpiled or binned for draining at least 12 hours before being batched. Rail shipments requiring
more than 12 hours will be accepted as adequate binning only if the car bodies permit free drainage.
Batching plants shall be equipped to proportion aggregates and bulk cement, by weight,
automatically using interlocked proportioning devices of an approved type. When bulk cement is
used, the Contractor shall use a suitable method of handling the cement from weighing hopper to
transporting container or into the batch itself for transportation to the mixer, such as a chute, boot, or
other approved device, to prevent loss of cement. The device shall be arranged to provide positive
assurance that the cement content specified is present in each batch.
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501-4.6 MIXING CONCRETE. The concrete may be mixed at the work site, in a central mix
' plant or in truck mixers. The mixer shall be of an approved type and capacity. Mixing time shall be
measured from the time all materials, except water, are emptied into the drum. All concrete shall be
mixed and delivered to the site in accordance with the requirements of ASTM C 94. Mixed concrete
' from the central mixing plant shall be transported in truck mixers, truck agitators, or nonagitating
trucks. The elapsed time from the addition of cementitious material to the mix until the concrete is
deposited in place at the work site shall not exceed 30 minutes when the concrete is hauled in
nonagitating trucks, nor 90 minutes when the concrete is hauled in truck mixers or truck agitators.
Retempering concrete by adding water or by other means will not be permitted, except when
concrete is delivered in transit mixers. With transit mixers additional water may be added to the
' batch materials and additional mixing performed to increase the slump to meet the specified
requirements provided the addition of water is performed within 45 minutes after the initial mixing
operations and provided the water/cementitious ratio specified in the mix design is not exceeded.
' 501-4.7 LIMITATIONS ON MIXING AND PLACING. No concrete shall be mixed, placed, or
finished when the natural light is insufficient, unless an adequate and approved artificial lighting
' system is operated.
a. Cold Weather. Unless authorized in writing by the Engineer, mixing and concreting
' operations shall be discontinued when a descending air temperature in the shade and away from
artificial heat reaches 40 degrees F (4 degrees C) and shall not be resumed until an ascending air
temperature in the shade and away from artificial heat reaches 35 degrees F (2 degrees C).
The aggregate shall he free of ice, snow, and frozen lumps before entering the mixer. The
temperature of the mixed concrete shall not be less than 50 degrees F at the time of placement.
Concrete shall not be placed on frozen material nor shall frozen aggregates be used in the concrete.
When concreting is authorized during cold weather, water and/or the aggregates may be heated to
' not more than 150 degrees F. The apparatus used shall heat the mass uniformly and shall he
arranged to preclude the possible occurrence of overheated areas which might be detrimental to the
materials.
' b. Hot Weather. During periods of hot weather when the maximum daily air temperature
exceeds 85 degrees F, the following precautions shall be taken.
' The forms and/or the underlying surface shall he sprinkled with water immediately before placing
the concrete. The concrete shall be placed at the coolest temperature practicable, and in no case
shall the temperature of the concrete when placed exceed 95 degrees F. The aggregates and/or
mixing water shall be cooled as necessary to maintain the concrete temperature at or not more than
the specified maximum.
' The finished surfaces of the newly laid pavement shall be kept damp by applying a water -fog or mist
' with approved spraying equipment until the pavement is covered by the curing medium. If
necessary, wind screens shall he provided to protect the concrete from an evaporation rate in excess
of 0.2 psf per hour as determined in accordance with Figure 2.1.5 in ACI 305R. Hot Weather
Concreting, which takes into consideration relative humidity, wind velocity, and air temperature.
' 1:\200?\022103\cpecs\P-50I.dex Section P 501 -9
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When conditions are such that problems with plastic cracking can be expected, and particularly if ,
any plastic cracking begins to occur, the Contractor shall immediately take such additional measures
as necessary to protect the concrete surface. Such measures shall consist of wind screens, more
effective fog sprays, and similar measures commencing immediately behind the paver. If these
measures are not effective in preventing plastic cracking, paving operations shall be immediately
stopped.
501-4.8 PLACING CONCRETE. The Contractor has the option of side fixed form or slip -form 1
paving. At any point in concrete conveyance, the free vertical drop of the concrete from one point to
another or to the underlying surface shall not exceed 3 feet.
Hauling equipment or other mechanical equipment can be permitted on adjoining previously
constructed pavement when the concrete strength reaches a flexural strength of 550 psi or a
compressive strength of 3,500 psi., based on the average of four field cured specimens per 2,000
cubic yards of concrete placed. Subgrade and subbase planers, concrete pavers, and concrete
finishing equipment may be permitted to ride upon the edges of previously constructed pavement
when the concrete has attained a minimum flexural strength of 400 psi.
a. Side -form Method. For the side -form method, the concrete shall be deposited on the
moistened grade to require as little rehandling as possible. Unless truck mixers, truck agitators, or
nonagitating hauling equipment are equipped with means for discharge of concrete without
segregation of the materials, the concrete shall be placed and spread using an approved mechanical
spreading device that prevents segregation of the materials. Placing shall be continuous between
transverse joints without the use of intermediate bulkheads. Necessary hand spreading shall be done
with shovels --not rakes. Workers shall not be allowed to walk in the freshly mixed concrete with
boots or shoes coated with earth or foreign substances.
Concrete shall be deposited as near to expansion and contraction joints as possible without
disturbing them but shall not be dumped from the discharge bucket or hopper onto a joint assembly
unless the hopper is centered above the joint assembly.
Concrete shall be thoroughly consolidated against and along the faces of all forms and previously
placed concrete and along the full length and on both sides of all joint assemblies by means of
vibrators inserted in the concrete. Vibrators shall not be permitted to come in contact with a joint
assembly, the grade, or a side form. In no case shall the vibrator be operated longer than 20 seconds
in any one location, nor shall the vibrators be used to move the concrete.
b. Slip -form Method. For the slip -form method, the concrete shall be placed with an approved
crawler -mounted, slip -form paver designed to spread, consolidate and shape the freshly placed
concrete in one complete pass of the machine so that a minimum of hand finishing will be necessary
to provide a dense and homogeneous pavement in conformance with requirements of the plans and
specifications. The concrete shall be placed directly on top of the joint assemblies to prevent them
from moving when the paver moves over them. Side forms and finishing screeds shall be adjustable
to the extent required to produce the specified pavement edge and surface tolerance. The side forms
shall be of dimensions, shape, and strength to support the concrete laterally for a sufficient length of
J:\2002\022 103\specs\P-501.doc
Section P 501 - 10 '
time so that no edge slumping exceeds the requirements of paragraph 501-5.2e(5). Final finishing
shall be accomplished while the concrete is still in the plastic state.
' In the event that slumping or sloughing occurs behind the paver or if there are any other structural or
surface defects which, in the opinion of the Engineer, cannot be corrected within permissible
' tolerances, paving operations shall be immediately stopped until proper adjustment of the equipment
or procedures have been made. In the event that satisfactory procedures and pavement are not
achieved after not more than 2,000 lineal feet of single lane paving, the Contractor
'
shall complete the balance of the work with the use of standard metal forms and the formed method
of placing and curing. Any concrete not corrected to permissible tolerances shall be removed and
' replaced at the Contractor's expense.
501-4.9 STRIKE -OFF OF CONCRETE AND PLACEMENT OF REINFORCEMENT.
' Following the placing of the concrete, it shall be struck off to conform to the cross section shown on
the plans and to an elevation such that when the concrete is properly consolidated and finished, the
surface of the pavement shall he at the elevation shown on the plans. When reinforced concrete
' pavement is placed in two layers, the bottom layer shall be struck off to such length and depth that
the sheet of reinforcing steel fabric or bar mat may be laid full length on the concrete in its final
position without further manipulation. The reinforcement shall then he placed directly upon the
concrete, after which the top layer of the concrete shall be placed, struck off, and screeded. If any
portion of the bottom layer of concrete has been placed more than 30 minutes without being covered
with the top layer or if initial set has taken place, it shall be removed and replaced with freshly
' mixed concrete at the Contractor's expense. When reinforced concrete is placed in one layer, the
reinforcement may be positioned in advance of concrete placement or it may be placed in plastic
concrete by mechanical or vibratory means after spreading.
' Reinforcing steel, at the time concrete is placed, shall be free of mud, oil, or other organic matter that
may adversely affect or reduce bond. Reinforcing steel with rust, mill scale or a combination of both
' will be considered satisfactory. provided the minimum dimensions, weight, and tensile properties of
a hand wire -brushed test specimen are not less than the applicable ASTM specification requirements.
' 5014.10 JOINTS. Joints shall be constructed as shown on the plans and in accordance with these
requirements. All joints shall be constructed with their faces perpendicular to the surface of the
pavement and finished or edged as shown on the plans. Joints shall not vary more than 1/2 inch
' from their designated position and shall be true to line with not more than 1/4 -inch variation in 10
feet. The surface across the joints shall be tested with a Contractor furnished I 0 -foot straightedge as
the joints are finished and any irregularities in excess of 1/4 inch shall be corrected before the
' concrete has hardened. All joints shall be so prepared, finished, or cut to provide a groove of
uniform width and depth as shown on the plans.
a.
Construction.
Longitudinal
construction joints shall be slip -formed or formed against side
'
forms
with or without
keyways. as
shown in the plans.
' Transverse construction joints shall be installed at the end of each day's placing operations and at
any other points within a paving lane when concrete placement is interrupted for more than 30
minutes or it appears that the concrete will obtain its initial set before fresh concrete arrives. The
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installation of the joint shall be located at a planned contraction or expansion joint. If placing of the
concrete is stopped, the Contractor shall remove the excess concrete back to the previous planned
joint.
b. Contraction. Contraction joints shall be installed at the locations and spacing as shown on
the plans. Contraction joints shall be installed to the dimensions required by forming a groove or
cleft in the top of the slab while the concrete is still plastic or by sawing a groove into the concrete
surface after the concrete has hardened. When the groove is formed in plastic concrete the sides of
the grooves shall be finished even and smooth with an edging tool. If an insert material is used, the
installation and edge finish shall be according to the manufacturer's instructions. The groove shall
be finished or cut clean so that spalling will be avoided at intersections with other joints. Grooving
or sawing shall produce a slot at least 1/8 inch wide and to the depth shown on the plans. ,
c. Expansion. Expansion joints shall be installed as shown on the plans. The premolded filler of ,
the thickness as shown on the plans, shall extend for the full depth and width of the slab at the joint,
except for space for sealant at the top of the slab. The filler shall be securely staked or fastened into
position perpendicular to the proposed finished surface. A cap shall be provided to protect the top
edge of the filler and to permit the concrete to be placed and finished. After the concrete has been
placed and struck off, the cap shall be carefully withdrawn leaving the space over the premolded
filler. The edges of the joint shall be finished and tooled while the concrete is still plastic. Any ,
concrete bridging the joint space shall be removed for the full width and depth of the joint.
d. Tie Bars. Tie bars shall consist of deformed bars installed in joints as shown on the plans.
Tie bars shall be placed at right angles to the centerline of the concrete slab and shall be spaced at
intervals shown on the plans. They shall be held in position parallel to the pavement surface and in
the middle of the slab depth. When tie bars extend into an unpaved lane, they may be bent against
the form at longitudinal construction joints, unless threaded bolt or other assembled tie bars are
specified. These bars shall not be painted, greased, or enclosed in sleeves. When slip -form
operations call for tie bars, two-piece hook bolts can be installed in the female side of the keyed joint
provided the installation is made without distorting the keyed dimensions or causing edge slump. If
a bent tie bar installation is used, the tie bars shall be inserted through the keyway liner only on the
female side of the joint. In no case shall a bent tie bar installation for male keyways be permitted.
f. Dowel Bars. Dowel bars or other load -transfer units of an approved type shall be placed
across joints in the manner as shown on the plans. They shall be of the dimensions and spacings as
shown and held rigidly in the middle of the slab depth in the proper horizontal and vertical alignment
by an approved assembly device to be left permanently in place. The dowel or load -transfer and
joint devices shall be rigid enough to permit complete assembly as a unit ready to be lifted and
placed into position. A metal, or other type, dowel expansion cap or sleeve shall be furnished for
each dowel bar used with expansion joints. These caps shall be substantial enough to prevent
collapse and shall be placed on the ends of the dowels as shown on the plans. The caps or sleeves
shall fit the dowel bar tightly and the closed end shall be watertight. The portion of each dowel
painted with rust preventative paint, as required under paragraph 501-2.7, shall be thoroughly coated
with asphalt MC -70, or an approved lubricant, to prevent the concrete from bonding to that portion
of the dowel. If free -sliding plastic -coated or epoxy -coated steel dowels are used, a lubrication
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bond breaker shall be used except when approved pullout tests indicate it is not necessary. Where
butt -type joints with dowels are designated, the exposed end of the dowel shall be oiled.
' Dowel bars at contraction joints may be placed in the full thickness of pavement by a mechanical
device approved by the Engineer. The device shall be capable of installing dowel bars within the
maximum permissible alignment tolerances. Dowels bars at longitudinal construction joints
shall be bonded in drilled holes.
g. Installation of Joint Devices. All joint devices shall be approved by the Engineer.
The top of an assembled joint device shall be set at the proper distance below the pavement surface
and the elevation shall be checked. Such devices shall be set to the required position and line and
shall be securely held in place by stakes or other means to the maximum permissible tolerances
during the placing and finishing of the concrete. Where premolded joint material is used, it shall be
placed and held in a vertical position; if constructed in sections, there shall be no offsets between
adjacent units.
' Dowel bars and assemblies shall be checked for position and alignment. The maximum permissible
tolerances on dowel bar alignment shall be in accordance with paragraph 501-5.2e(6). During the
' concrete placement operation, it is advisable to place plastic concrete directly on dowel assemblies
immediately prior to passage of the paver to help maintain dowel position and alignment within
maximum permissible tolerances.
' When concrete is placed using slip -form pavers, dowels and tic bars shall be placed in longitudinal
construction joints by bonding the dowels or tic bars into holes drilled into the hardened concrete.
Holes approximately 1/8 -inch to 1/4 -inch greater in diameter than the dowel or tie bar shall be
drilled with rotary -type core drills that must be held securely in place to drill perpendicularly into the
vertical face of the pavement slab. Rotary -type percussion drills may be used provided that spalling
of concrete does not occur. Any damage of the concrete shall be repaired by the Contractor in a
method approved by the Engineer. Dowels or tic bars shall be bonded in the drilled holes using an
epoxy resin material. Installation procedures shall be adequate to insure that the area around dowels
' is completely filled with epoxy grout. Epoxy shall be injected into the back of the hole and
displaced by the insertion of the dowel bar. Bars shall be completely inserted into the hole and shall
not be withdrawn and reinserted creating air pockets in the epoxy around the bar. The Contractor
• shall furnish a template for checking the position and alignment of the dowels. Dowel bars shall not
be less than 10 inches from a transverse joint and shall not interfere with dowels in the transverse
direction.
' h. Sawing of Joints. Joints shall be cut as shown on the plans. Equipment shall be as described
in paragraph 501-4.1. The circular cutter shall be capable of cutting a groove in a straight line and
' shall produce a slot at least 1/8 inch wide and to the depth shown on the plans. The top portion of
the slot shall be widened by sawing to provide adequate space for joint scalers as shown on the
plans. Sawing shall commence as soon as the concrete has hardened sufficiently to permit cutting
' without chipping, spalling, or tearing and before uncontrolled shrinkage cracking of the pavement
occurs. Sawing shall be carried on both during the day and night as required. The joints shall be
sawed at the required spacing, consecutively in sequence of the concrete placement.
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Section P 501 - 13
501-4.11 FINAL STRIKE -OFF, CONSOLIDATION, AND FINISHING.
a. Sequence. The sequence of operations shall be the strike -off, floating and removal of
laitance, straightedging, and final surface finish. The addition of superficial water to the
surface of the concrete to assist in finishing operations will not be permitted.
b. Finishing at Joints. The concrete adjacent to joints shall be compacted or firmly placed
without voids or segregation against the joint material; it shall be firmly placed without voids.
or segregation under and around all load -transfer devices, joint assembly units, and other
features designed to extend into the pavement. Concrete adjacent to joints shall be
mechanically vibrated as required in paragraph 501-4.8a. After the concrete has been placed '
and vibrated adjacent to the joints, the finishing machine shall be operated in a manner to
avoid damage or misalignment of joints. If uninterrupted operations of the finishing machine,
to, over, and beyond the joints, cause segregation of concrete, damage to, or misalignment of
the joints, the finishing machine shall be stopped when the screed is approximately 8 inches
(20 cm) from the joint. Segregated concrete shall be removed from the front of and off the
joint; and the forward motion of the finishing machine shall be resumed. Thereafter, the
finishing machine may be run over the joint without lifting the screed, provided there is no
segregated concrete immediately between the joint and the screed or on top of the joint.
c. Machine Finishing. The concrete shall be spread as soon as it is placed, and it shall be
struck off and screeded by a finishing machine. The machine shall go over each area as many
times and at such intervals as necessary to give to proper consolidation and to leave a surface
of uniform texture. Excessive operation over a given area shall be avoided. When side forms
are used, the tops of the forms shall be kept clean by an effective device attached to the
machine, and the travel of the machine on the forms shall be maintained true without lift,
wobbling, or other variation tending to affect the precision finish. During the first pass of the
finishing machine, a uniform ridge of concrete shall be maintained ahead of the front screed
for its entire length. When in operation, the screed shall be moved forward with a combined
longitudinal and transverse shearing motion, always moving in the direction in which the
work is progressing, and so manipulated that neither end is raised from the side forms during
the striking -off process. If necessary, this shall be repeated until the surface is of uniform
texture, true to grade and cross section, and free from porous areas.
d. Hand Finishing. Hand finishing methods will not be permitted, except under the following
conditions: in the event of breakdown of the mechanical equipment, hand methods may be
used to finish the concrete already deposited on the grade; in areas of narrow widths or of
irregular dimensions where operation of the mechanical equipment is impractical. Concrete, as
soon as placed, shall be struck off and screeded. An approved portable screed shall be used. A
second screed shall be provided for striking off the bottom layer of concrete when
reinforcement is used.
The screed for the surface shall be a least 2 feet longer than the maximum width of the slab to
be struck off It shall be of approved design, sufficiently rigid to retain its shape, and shall be
constructed either of metal or of other suitable material covered with metal. Consolidation shall
be attained by the use of suitable vibrators.
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Section P 501 - 14 ,
e. Floating. After the concrete has been struck off and consolidated, it shall be further smoothed
and trued by means of a longitudinal float using one of the following methods:
(1) Hand Method. Long -handled floats shall not be less than 12 feet in length and 6 inches
t in width, stiffened to prevent flexibility and warping. The float shall be operated from foot
bridges spanning but not touching the concrete or from the edge of the pavement. Floating
shall pass gradually from one side of the pavement to the other. Forward movement along .
the centerline of the pavement shall be in successive advances of not more than one-half
the length of the float. Any excess water or laitance in excess of 1/8 -inch thick shall be
removed and wasted.
(2) Mechanical Method. The Contractor may use a machine composed of a cutting and
smoothing floats, suspended from and guided by a rigid frame and constantly in contact
with, the side forms or underlying surface. If necessary, long -handled floats having blades
not less than 5 feet in length and 6 inches in width may be used to smooth and fill in
' open -textured areas in the pavement. When the crown of the pavement will not permit the
use of the mechanical float, the surface shall be floated transversely by means of a
long -handled float. Care shall be taken not to work the crown out of the pavement during
the operation. After floating, any excess water and laitance in excess of 1/8 -inch thick shall
be removed and wasted. Successive drags shall be lapped one-half the length of the blade.
If. Straight -edge Testing and Surface Correction. After the pavement has been struck off and
while the concrete is still plastic, it shall be tested for trueness with a Contractor furnished
16 -foot straightedge swung from handles 3 feet longer than one-half the width of the slab. The
' straightedge shall he held in contact with the surface in successive positions parallel to the
centerline and the whole area gone over from one side of the slab to the other, as necessary.
Advancing shall be in successive stages of not more than one-half the length of the
straightedge. Any excess water and laitance in excess of I/8 -inch thick shall be removed from
the surface of the pavement and wasted. Any depressions shall he immediately tilled with
freshly mixed concrete, struck off, consolidated, and refinished. High areas shall he cut down
' and refinished. Special attention shall be given to assure that the surface across joints meets
the smoothness requirements of paragraph 501-5.2e(3). Straightedge testing and surface
corrections shall continue until the entire surface is found to be free from observable departures
' from the straightedge and until the slab conforms to the required grade and cross section. The
use of long -handled wood floats shall be confined to a minimum; they may be used only in
emergencies and in areas not accessible to finishing equipment.
501-4.12 SURFACE TEXTURE. The surface of the pavement shall be finished with either a
broom, burlap drag, or artificial turf finish for all newly constructed concrete pavements.
1 a. Brush or Broom Finish. If the pavement surface texture is to be a type of brush or broom
finish, it shall be applied when the water sheen has practically disappeared. The equipment shall
' operate transversely across the pavement surface, providing corrugations that are uniform in
appearance and approximately 1/16 of an inch in depth. It is important that the texturing equipment
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1.'2002'022103\spccs\P-501.doc Section P 501 - 15
not tear or unduly roughen the pavement surface during the operation. Any imperfections resulting
from the texturing operation shall be corrected.
b. Burlap Drag Finish. If a burlap drag is used to texture the pavement surface, it shall be at
least 15 ounces per square yard. To obtain a textured surface, the transverse threads of the burlap
shall be removed approximately 1 foot from the trailing edge. A heavy buildup of grout on the '
burlap threads produces the desired wide sweeping longitudinal striations on the pavement surface.
The corrugations shall be uniform in appearance and approximately 1/16 of an inch in depth.
501-4.14 CURING. Immediately after finishing operations are completed and marring of the
concrete will not occur, the entire surface of the newly placed concrete shall be cured in accordance
with one of the methods below. Failure to provide sufficient cover material of whatever kind the
Contractor may elect to use, or lack of water to adequately take care of both curing and other
requirements, shall be cause for immediate suspension of concreting operations. The concrete shall
not be left exposed for more than 1/2 hour during the curing period.
a. Impervious Membrane Method. The entire surface of the pavement shall be sprayed
uniformly with white pigmented curing compound immediately after the finishing of the surface and
before the set of the concrete has taken place. The curing compound shall not be applied during
rainfall. Curing compound shall be applied by mechanical sprayers under pressure at the rate of 1
gallon to not more than 150 square feet. The spraying equipment shall be of the fully atomizing type
equipped with a tank agitator. At the time of use, the compound shall be in a thoroughly mixed
condition with the pigment uniformly dispersed throughout the vehicle. During application the
compound shall be stirred continuously by mechanical means. Hand spraying of odd widths or
shapes and concrete surfaces exposed by the removal of forms will be permitted. The curing
compound shall be of such character that the film will harden within 30 minutes after application.
Should the film become damaged from any cause, including sawing operations, within the required
curing period, the damaged portions shall be repaired immediately with additional compound or
other approved means. Upon removal of side forms, the sides of the exposed slabs shall be protected
immediately to provide a curing treatment equal to that provided for the surface.
b. Polyethylene Films. The top surface and sides of the pavement shall be entirely covered with
polyethylene sheeting. The units shall be lapped at least 18 inches. The sheeting shall be placed and
weighted to cause it to remain in contact with the surface and sides. The sheeting shall have
dimensions that will extend at least twice the thickness of the pavement beyond the edges of the
pavement. Unless otherwise specified, the sheeting shall be maintained in place for 7 days after the
concrete has been placed.
c. Waterproof Paper. The top surface and sides of the pavement shall be entirely covered with
waterproofed paper. The units shall be lapped at least 18 inches. The paper shall be placed and
weighted to cause it to remain in contact with the surface covered. The paper shall have dimensions '
that will extend at least twice the thickness of the pavement beyond the edges of the slab. The
surface of the pavement shall be thoroughly saturated prior to placing of the paper. Unless otherwise
specified, the paper shall be maintained in place for 7 days after the concrete has been placed. '
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d. White Burlap -Polyethylene Sheets. The surface of the pavement shall be entirely covered
with the sheeting. The sheeting used shall be such length (or width) that it will extend at least twice
the thickness of the pavement beyond the edges of the slab. The sheeting shall be placed so that the
entire surface and both edges of the slab are completely covered. The sheeting shall be placed and
weighted to remain in contact with the surface covered, and the covering shall be maintained fully
saturated and in position for 7 days after the concrete has been placed.
e. Curing in Cold Weather. The concrete shall be maintained at a temperature of at least 50
degrees F for a period of 72 hours after placing and at a temperature above freezing for the
remainder of the curing time. The Contractor shall be responsible for the quality and strength of the
concrete placed during cold weather, and any concrete injured by frost action shall be removed and
replaced at the Contractor's expense.
501-4.15 REMOVING FORMS. Unless otherwise specified, forms shall not he removed from
freshly placed concrete until it has hardened sufficiently to permit removal without chipping,
spalling, or tearing. After the forms have been removed, the sides of the slab shall be cured as
' outlined in one of the methods indicated in paragraph 501-4.14. Major honeycombed areas shall be
considered as defective work and shall be removed and replaced in accordance with paragraph
501-5.2(1).
501-4.16 SEALING JOINTS. The joints in the pavement shall be sealed in accordance with Item
P-605.
' 501-4.17 PROTECTION OF PAVEMENT. The Contractor shall protect the pavement and its
appurtenances against both public traffic and traffic caused by the Contractor's employees and
' agents. This shall include workers to direct traffic and the erection and maintenance of warning
signs, lights, pavement bridges, crossovers, and protection of unsealed joints from intrusion of
foreign material, etc. Any damage to the pavement occurring prior to final acceptance shall be
' repaired or the pavement replaced at the Contractor's expense. The Contractor shall have available
at all times, materials for the protection of the edges and surface of the unhardened concrete. Such
protective materials shall consist of rolled polyethylene sheeting at least 4 mils thick of sufficient
' length and width to cover the plastic concrete slab and any edges. The sheeting may be mounted on
either the paver or a separate movable bridge from which it can be unrolled without dragging over
the plastic concrete surface. When rain appears imminent, all paving operations shall stop and all
' available personnel shall begin covering the surface of the unhardened concrete with the protective
covering.
' 501-4.18 OPENING TO TRAFFIC. The pavement shall not be opened to traffic until test
specimens molded and cured in accordance with ASTM C 31 have attained a flexural strength of 550
pounds per square inch when tested in accordance with ASTM C 78. If such tests are not conducted,
' the pavement shall not be opened to traffic until 14 days after the concrete was placed. Prior to
opening to traffic, the pavement shall be cleaned.
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MATERIAL ACCEPTANCE
501-5.1 ACCEPTANCE SAMPLING AND TESTING. All acceptance sampling and testing,
with the exception of coring for thickness determination, necessary to determine conformance with
the requirements specified in this section will be performed by the Engineer. Concrete shall be
accepted for strength and thickness on a lot basis.
A lot shall consist of a day's production not to exceed 2,000 cubic yards .
Testing organizations performing these tests shall meet the requirements of ASTM C 1077. The
Contractor shall bear the cost of providing curing facilities for the strength specimens, per paragraph
501-5.1a(3), and coring and filling operations, per paragraph 501-5.lb(1).
a. Flexural Strength.
(1) Sampling. Each lot shall be divided into four equal sublots. One (1) specimen shall be
taken for each sublot from the plastic concrete delivered to the job site. Sampling locations shall be
determined by the Engineer in accordance with random sampling procedures contained in ASTM D
3665. The concrete shall be sampled in accordance with ASTM C 172.
(2) Testing. A minimum of two (2) specimens shall be made for each sample. Specimens
shall be made in accordance with ASTM C 31 and the flexural strength of each specimen shall be
determined in accordance with ASTM C 78. The flexural strength for each sublot shall be computed
by averaging the results of the test specimens representing the sublot.
(3) Curing. The Contractor shall provide adequate facilities for the initial curing of beams.
During the 24 hours after molding, the temperature immediately adjacent to the specimens must be
maintained in the range of 60 to 80 degrees F (16 to 27 degrees C), and loss of moisture from the
specimens must be prevented. The specimens may be stored in tightly constructed wooden boxes,
damp sand pits, temporary buildings at construction sites, under wet burlap in favorable weather or
in heavyweight closed plastic bags, or use other suitable methods, provided the temperature and
moisture loss requirements are met.
(4) Acceptance. Acceptance of pavement for flexural strength will be determined by the
Engineer in accordance with paragraph 501-5.2b.
a. Compressive Strength.
(1) Sampling. Each lot shall be divided into four equal sublots. One (1) sample shall be taken ,
for each sublot from the plastic concrete delivered to the job site. Sampling locations shall be
determined by the Engineer in accordance with random sampling procedures contained in ASTM D
3665. The concrete shall be sampled in accordance with ASTM C 172.
(2) Testing. Specimens shall be made in accordance with ASTM C 31 and the compressive
strength of each specimen shall be determined in accordance with ASTM C 39.
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(3) Curing. The Contractor shall provide adequate facilities for the initial curing of cylinders.
During the 24 hours after molding, the temperature immediately adjacent to the specimens must be
maintained in the range of 60 to 80 degrees F (16 to 27 degrees C), and loss of moisture from the
specimens must be prevented. The specimens may be stored in tightly constructed wooden boxes,
damp sand pits, temporary buildings at construction sites, under wet burlap in favorable weather or
in heavyweight closed plastic bags, or use other suitable methods, provided the temperature and
moisture loss requirements arc met.
Ib. Pavement Thickness
(1) Sampling. Each lot shall be divided into four equal sublots and one core shall be taken
'
by the Contractor for each sublot. Sampling locations shall be determined by the Engineer in
accordance with random sampling procedures contained in ASTM D 3665. Areas, such as thickened
edges , with planned variagle thickmess, shall be excluded form sample locations.
Cores shall be neatly cut with a core drill. The Contractor shall furnish all tools, labor, and materials
for cutting samples and filling the cored hole. Core holes shall be filled by the Contractor with a
'non -shrink grout approved by the Engineer within one day after sampling.
(2) Testing. The thickness of the cores shall he determined by the Engineer by the average
caliper measurement in accordance with ASTM C 174.
I(3) Acceptance. Acceptance of pavement for thickness shall be determined by the Engineer
in accordance with paragraph 501-5.2c.
' c. Partial Lots. When operational conditions cause a lot to be terminated before the specified
four tests have been made for the lot, the following procedure will be used to adjust the lot size and
the number of tests for the lot.
' Where three sublots have been produced, they shall constitute a lot. Where one or two sublots have
been produced, they shall be incorporated into the next lot or the previous lot and the total number of
sublots shall be used in the acceptance criteria calculation, i.e., n=5 or n=6.
501-5.2 ACCEPTANCE CRITERIA.
a. General. Acceptance will be based on the following characteristics of the completed
pavement:
(1) Flexural strength (4) Grade
(2) Thickness (5) Edge slump
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(3) Smoothness (6) Dowel bar alignment
Flexural strength and thickness shall he evaluated for acceptance on a lot basis using the method of
estimating percentage of material within specification limits (PWL). Acceptance using PWL
considers the variability (standard deviation) of the material and the testing procedures, as well as
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I312002'022103\spccs\P-50t.doc Section P 501 - 19
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the average (mean) value of the test results to calculate the percentage of material that is above the
lower specification tolerance limit (L).
Acceptance for flexural strength will be based on the criteria contained in accordance with paragraph
501-5.2e(1). Acceptance for thickness will be based on the criteria contained in paragraph 501-
5.2e(2). Acceptance for smoothness will be based on the criteria contained in paragraph 501-
5.2e(3). Acceptance for grade will be based on the criteria contained in paragraph 501-5.2e(4).
The Engineer may at any time, not withstanding previous plant acceptance, reject and require the -
Contractor to dispose of any batch of concrete mixture which is rendered unfit for use due to -
contamination, segregation, or improper slump. Such rejection may be based on only visual
inspection. In the event of such rejection, the Contractor may take a representative sample of the
rejected material in the presence of the Engineer, and if it can be demonstrated in the laboratory, in
the presence of the Engineer, that such material was erroneously rejected, payment will be made for
the material at the contract unit price.
b. Flexural Strength. Acceptance of each lot of in -place pavement for flexural strength
shall be based on PWL. The Contractor shall target production quality to achieve 90 PWL or higher.
c. Pavement Thickness. Acceptance of each lot of in -place pavement shall be based on '
PWL. The Contractor shall target production quality to achieve 90 PWL or higher.
d. Percentage of Material Within Limits (PWL). The percentage of material within limits '
(PWL) shall be determined in accordance with procedures specified in Section 110 of the General
Provisions.
The lower specification tolerance limit (L) for flexural strength and thickness shall be: ,
Lower Specification Tolerance Limit (L) ,
Flexural Strength 0.93 x strength specified in paragraph 501-3.1
Compressive Strength 0.92 x strength specified in paragraph 501-3.1
Thickness Lot Plan Thickness in inches - 0.50 inches
e. Acceptance Criteria. ,
(1) Flexural Strength. If the PWL of the lot equals or exceeds 90 percent, the lot 5
shall be acceptable. Acceptance and payment for the lot shall be determined in accordance with
paragraph 501-8.1.
(2) Thickness. If the PWL of the lot equals or exceeds 90 percent, the lot shall be
acceptable. Acceptance and payment for the lot shall be determined in accordance with paragraph '
501-8.1.
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(3) Smoothness. As soon as the concrete has hardened sufficiently, the pavement
surface shall be tested with a 16 -foot straightedge or other specified device. Surface smoothness
deviations shall not exceed 1/4 inch from a 16 -foot straightedge placed in any direction, including
placement along and spanning any pavement joint edge.
Areas in a slab showing high spots of more than 1/4 inch (6 mm) but not exceeding 1/2 inch in 16
feet shall be marked and immediately ground down with an approved branding machine to an
elevation that will fall within the tolerance of 1/4 inch (6 mm) or less. Where the departure from
correct cross section exceeds 1/2 inch (13 mm), the pavement shall be removed and replaced at the
expense of the Contractor when so directed by the Engineer.
(4) Grade. An evaluation of the surface grade shall be made by the Engineer for
compliance to the tolerances contained below.
Lateral Deviation. Lateral deviation from established alignment of the
pavement edge shall not exceed plus or minus 0.10 foot in any lane.
Vertical Deviation. Vertical deviation from established grade shall not
exceed plus or minus 0.04 foot at any point.
(5) Edge Slump. When slip -form paving is used, not more than 15 percent of the
total free edge of each 500 foot segment of pavement, or fraction thereof, shall have an edge slump
exceeding 1/4 -inch and none of the free edge of the pavement shall have an edge slump exceeding
3/8 -inch. (The total free edge of 500 feet of pavement will be considered the cumulative total linear
measurement of pavement edge originally constructed as nonadjacent to any existing pavement; i.e.,
500 feet of paving lane originally constructed as a separate lane will have 1,000 feet of free edge,
500 feet of fill-in lane will have no free edge, etc.). The area affected by the downward movement
of the concrete along the pavement edge shall be limited to not more than 18 inches from the edge.
When excessive edge slump cannot be corrected before the concrete has hardened, the area with
excessive edge slump shall be removed and replaced at the expense of the Contractor when so
directed by the Engineer.
(6) Dowel Bar Alignment. Dowel bars and assemblies shall be checked for position
and alignment. The maximum permissible tolerance on dowel bar alignment in each plane,
horizontal and vertical, shall not exceed 2 percent or 1/4 inch per foot of a dowel bar.
f. Removal and Replacement of Concrete. Any area or section of concrete that is removed
and replaced shall be removed and replaced back to planned joints. The Contractor shall replace
damaged dowels and the requirements for doweled longitudinal construction joints in paragraph 501-
4.10 shall apply to all contraction joints exposed by concrete removal.
CONTRACTOR QUALITY CONTROL
501-6.1 QUALITY CONTROL PROGRAM. The Contractor shall develop a Quality Control
Program in accordance with Section 100 of the General Provisions. The program shall address all
elements which effect the quality of the pavement including, but not limited to:
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Section P 501 - 21
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a. Mix Design
b. Aggregate Gradation
c. Quality of Materials
d. Stockpile Management
e. Proportioning
f. Mixing and Transportation
g. Placing and Consolidation
h. Joints
i. Dowel Placement and Alignment
j. Flexural or Compressive Strength
k. Finishing and Curing
1. Surface Smoothness
501-6.2 QUALITY CONTROL TESTING. The Contractor shall perform all quality control tests
necessary to control the production and construction processes applicable to this specification and as
set forth in the Quality Control Program. The testing program shall include, but not necessarily be
limited to, tests for aggregate gradation, aggregate moisture content, slump, and air content.
A Quality Control Testing Plan shall be developed as part of the Quality Control Program.
a. Fine Aggregate.
(1) Gradation. A sieve analysis shall be made at least twice daily in accordance with ASTM
C 136 from randomly sampled material taken from the discharge gate of storage bins or from the
conveyor belt.
(2) Moisture Content. If an electric moisture meter is used, at least two direct measurements
of moisture content shall be made per week to check the calibration. If direct measurements are
made in lieu of using an electric meter, two tests shall be made per day. Tests shall be made in
accordance with ASTM C 70 or ASTM C 566.
b. Coarse Aggregate.
(1) Gradation. A sieve analysis shall be made at least twice daily for each size of aggregate.
Tests shall be made in accordance with ASTM C 136 from randomly sampled material taken from
the discharge gate of storage bins or from the conveyor belt.
(2) Moisture Content. If an electric moisture meter is used, at least two direct measurements
of moisture content shall be made per week to check the calibration. If direct measurements are
made in lieu of using an electric meter, two tests shall be made per day. Tests shall be made in
accordance with ASTM C 566.
c. Slump. Four slump tests shall be performed for each lot of material produced in accordance
with the lot size defined in Section 501-5.1. One test shall be made for each sublot. Slump tests
shall be performed in accordance with ASTM C 143 from material randomly sampled from material
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discharged from trucks at the paving site. Material samples shall be taken in accordance with ASTM
C 172.
d. Air Content. Four air content tests, shall be performed for each lot of material produced in
accordance with the lot size defined in Section 501-5.1. One test shall he made for each sublot. Air
content tests shall be performed in accordance with ASTM C 231 for gravel and stone coarse
aggregate and ASTM C 173 for slag or other porous coarse aggregate, from material randomly
sampled from trucks at the plant site. Material samples shall he taken in accordance with ASTM C
172.
501-6.3 CONTROL CHARTS. The Contractor shall maintain linear control charts for fine and
course aggregate, gradation, slump, and air content.
Control charts shall be posted in a location satisfactory to the Engineer and shall be kept up to date at
all times. As a minimum, the control charts shall identify the project number, the contract item
number, the test number, each test parameter, the Action and Suspension Limits, or Specification
limits, applicable to each test parameter, and the Contractor's test results. The Contractor shall use
the control charts as part of a process control system for identifying potential problems and
assignable causes before they occur. If the Contractor's projected data during production indicates a
potential problem and the Contractor is not taking satisfactory corrective action, the Engineer may
halt production or acceptance of the material.
' a. Fine and Coarse Aggregate Gradation. The Contractor shall record the running average of
the last five gradation tests for each control sieve on linear control charts. Specification limits
contained in Tables I and 2 shall be superimposed on the Control Chart for job control.
b. Slump and Air Content. The Contractor shall maintain linear control charts both for
individual measurements and range (i.e., difference between highest and lowest measurements) for
slump and air content in accordance with the following Action and Suspension Limits.
CONTROL CHART LIMITS
' Based on Sample Size n=4
Control Parameter Individual Measurements Range Suspension Limit
Action Limit Suspension Limit
' Slump +/- I inch -4/- 1.5 inch +1- 2.4 inch
Air Content f/- 1.2 percent +/_ 1.8 percent +/-2.8 percent
' The individual measurement control charts shall use the mix design target values as indicators of
central tendency.
' 501-6.4 CORRECTIVE ACTION. The Quality Control Plan shall indicate that appropriate action
shall be taken when a process is believed to he out of control. The Plan shall detail what action will
t be taken to bring a process into control and shall contain sets of rules to gauge when a process is out
of control. As a minimum, a process shall be deemed out of control and corrective action taken if
any one of the following conditions exists.
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l:\2002'022103\specs\P-501.doc Section P 501 - 23
a. Fine and Coarse Aggregate Gradation. When two consecutive averages of five tests are
outside of the Tables I or 2 specification limits, immediate steps, including a halt to production,
shall be taken to correct the gradation.
b. Fine and Coarse Aggregate Moisture Content. Whenever the moisture content of the fine
or coarse aggregate changes by more than 0.5 percent, the scale settings for the aggregate batcher(s)
and water batcher shall be adjusted.
c. Slump. The Contractor shall halt production and make appropriate adjustments whenever:
(1) one point falls outside the Suspension Limit line for individual measurements or range; or
(2) two points in a row fall outside the Action Limit line for individual measurements.
d. Air Content. The Contractor shall halt production and adjust the amount of air -entraining
admixture whenever:
(1) one point falls outside the Suspension Limit line for individual measurements or range; or
(2) two points in a row fall outside the Action Limit line for individual measurements.
Whenever a point falls outside the Action Limits line, the air -entraining admixture dispenser shall be
calibrated to ensure that it is operating correctly and with good reproducibility.
METHOD OF MEASUREMENT
501-7.1 Portland cement concrete pavement shall be measured by the number of square yards of
either plain or reinforced pavement as specified in -place, completed and accepted.
BASIS OF PAYMENT
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501-8.1
PAYMENT. Payment
for accepted
concrete pavement shall
be made at the contract unit
price per
square yard adjusted in
accordance
with paragraph 501-8.1 a,
subject to the limitation that:
The total project payment for concrete pavement shall not exceed 100 percent of the product
of the contract unit price and the total number square yards of concrete pavement used in the
accepted work (See Note 2 under Table 3).
Payment shall be full compensation for all labor, materials, tools, equipment, and incidentals
required to complete the work as specified herein and on the drawings.
a. Basis of Adjusted Payment. The pay factor for each individual lot shall be calculated in
accordance with Table 3. A pay factor shall be calculated for both flexural strength and thickness.
The lot pay factor shall be the higher of the two values when calculations for both flexural strength
and thickness are 100 percent or higher. The lot pay factor shall be the product of the two values
when only one of the calculations for either flexural strength or thickness is 100 percent or higher.
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The lot pay factor shall be the lower of the two values when calculations for both flexural strength
and thickness are less than 100 percent .
TABLE 3. PRICE ADJUSTMENT SCHEDULE I
Percentage of Material Within Specification Lot Pay Factor (Percent of Contract Unit
Limits (PWL) Price)
96-100
106
90-95
PWL+ 10
75-90
0.5PWL + 55
55-74
I.4PWL— 12
Below 55
Reject 2
I ALTHOUGH IT IS THEORETICALLY POSSIBLE TO ACHIEVE A PAY FACTOR OF
106 PERCENT FOR EACH LOT, ACTUAL PAYMENT IN EXCESS OF 100 PERCENT SHALL BE
SUBJECT TO THE TOTAL PROJECT PAYMENT LIMITATION SPECIFIED IN
PARAGRAPH 501-8.1.
2 The lot shall be removed and replaced. However, the Engineer may decide to allow the rejected lot to
remain. In that case, if the Engineer and Contractor agree in writing that the lot shall not he removed, it
shall be paid for at 50 percent of the contract unit price AND TILE TOTAL PROJECT PAYMENT
LIMITATION SHALL BE REDUCED BY THE AMOUNT WITHHELD FOR THE REJECTED LOT.
For each lot accepted, the adjusted contract unit price shall be the product of the lot pay factor for
the lot and the contract unit price. Payment shall be subject to the total project payment limitation
specified in paragraph 501-8.1. Payment in excess of 100 percent for accepted lots of concrete
pavement shall be used to offset payment for accepted lots of concrete pavement that achieve a lot
pay factor less than 100 percent.
b. Payment. Payment shall be made under:
Bid Item No's. 1-12 & 11-12 11" Portland Cement Concrete Pavement per square yard.
Bid Item No. 11-13 6" Portland Cement Concrete Pavement per square yard.
END OF ITEM P-501
I1:\2002\022103\specs\I'.501 doc Section P 501 - 25
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ITEM P-605
' JOINT SEALING FILLER
DESCRIPTION
' 605-5.1 This item shall consist of providing and installing a resilient and adhesive joint scaling filler
capable of effectively sealing joints and cracks in pavements.
I.
MATERIALS
605-2.1 JOINT SEALERS. Joint sealing materials shall meet the requirements of:
' Fed. Spec. SS -S-200 - Sealing Compounds, Two -Component,
Elastomeric, Polymer Type, Jet -Fuel -Resistant, Cold
Applied.
ASTM D 1854 - Jet -Fuel -Resistant Concrete Joint Scaler,
Hot -Poured Elastic Type
ASTM D 3405 - Joint Sealants, Hot -Poured, for Concrete and
Asphalt Pavements
1 ASTM D 3406 - Joint Sealants, Hot -Poured,
Elastometric-Type, for Portland Cement Concrete Pavements
ASTM D 3569 - Joint Sealants, Hot -Poured, Elastometric,
Jet -Fuel -Resistant type, for Portland Cement Concrete
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Pavements
Each batch of scaling compound shall be delivered to the jobsite in the manufacturer's original
' sealed contained. Each container shall be marked with the manufacturer's name, hatch or lot
number, and the safe heating temperature and shall be accompanied by the manufacturer's
certification stating that the compound meets the requirements of this specification.
' CONSTRUCTION METHODS
1• 605-3.1 TIME OF APPLICATION. Joints shall be sealed as soon after completion of the curing
period as feasible and before the pavement is opened to traffic, including construction equipment.
The pavement temperature shall he above 50 F at the time of installation of the poured joint sealing
material.
605-3.2 PREPARATION OF JOINTS. Immediately before scaling, the joints shall be thoroughly
cleaned of all laitance, curing compound, and other foreign material. Cleaning shall be
accomplished by sandblasting and high pressure air blast. Upon completion of cleaning, the joints
shall be blown out with compressed air. The joint faces shall be surface dry when the seal is applied.
' J:\2002\022103\SPECS\P-605.DOC P-605-1
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605-3.3 INSTALLATION OF SEALANTS. Joints shall be inspected for proper width, depth,
alignment, and preparation, and shall be approved by the Engineer before sealing is allowed.
Sealants shall be installed in accordance with the following requirements:
Hot Poured Sealants. The joint sealant shall be applied uniformly solid from bottom to top and shall
be filled without formation of entrapped air or voids. A backing material shall be placed as shown
on the plans and shall be non -adhesive to the concrete or the sealant material. The heating kettle
shall be an indirect heating type, constructed as a double boiler. A positive temperature control and
mechanical agitation shall be provided. The sealant shall not be heated to more than 20 F below the
safe heating temperature. The safe heating temperature can be obtained from the manufacturer's
shipping container. A direct connecting pressure type extruding device with nozzles shaped for
insertion into the joint shall be provided. Any sealant spilled on the surface of the pavement shall be
removed immediately.
METHOD OF MEASUREMENT
605-4.1 Joint sealing material shall be measured by the of sealant in place, complete, and accepted.
BASIS OF PAYMENT
605-5.1 Payment for joint sealing material shall be made at the contract lump sum or unit price.
The price shall be full compensation for furnishing all materials, for all preparation, delivering, and
placing of these materials, and for all labor, equipment, tools, and incidentals necessary to complete
the item.
Payment will be made under:
Bid Item No's. 1-13 & 1-14
Joint Sealing Filler — per lump sum.
END OF ITEM P-605
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ITEM P-610
' STRUCTURAL PORTLAND CEMENT CONCRETE
DESCRIPTION
610-1.1 This item shall consist of reinforced structural portland cement concrete, prepared and
constructed in accordance with these specifications, at the locations and of the form and dimensions
shown on the plans.
MATERIALS
610-2.1 GENERAL. Only approved materials, conforming to the requirements of these
specifications, shall be used in the work. They maybe subjected to inspection and tests at any time
during the progress of their preparation or use. The source of supply of each of the materials shall be
approved by the Engineer before delivery or use is started. Representative preliminary samples of
1
the materials shall be submitted by the Contractor, when required, for examination and test.
Materials shall be scored and handled to insure the preservation of their quality and fitness for use
and shall be located to facilitate prompt inspection. All equipment for handling and transporting
materials and concrete must be clean before any material or concrete is placed therein.
' In no case shall the use of pit -run or naturally mixed aggregates be permitted. Naturally mixed
aggregate shall he screened and washed, and all fine and coarse aggregates shall be stored separately
and kept clean. The mixing of different kinds of aggregates from different sources in one storage
' pile or alternating batches of different aggregates will not be permitted.
610-2.2 COARSE AGGREGATE. The coarse aggregate for concrete shall meet the requirements
of ASTM C 33.
1
Coarse aggregate shall be well graded from coarse to fine and shall meet one of the gradations shown
in Table I, using ASTM C 136.
610-2.3 FINE AGGREGATE. The fine aggregate for concrete shall meet the requirements of
ASTMC33.
33.
The fine aggregate shall be well graded from tine to coarse and shall meet the requirements of Table
2, when tested in accordance with ASTM C 136:
TABLE 1. GRADATION FOR COARSE AGGREGATE
Sieve Designation Percentage by Weight Passing Sieves
(square openings)
1-1/2 inch 100
I inch 90-100
• 1/2 20-55
No 4 inch 0-10
J:i2002\022103\SPECS\P-610.DOC Scciion P-610 - 1
TABLE 2. GRADATION FOR FINE AGGREGATE
Sieve Designation
(square openings) Percentage by Weight Passing Sieves
3/8 inch 100
No. 4 95-100
No. 16 45-80 I
No. 30 25-55
No. 50 10-30
No. 100 2-10
Blending will be permitted, if necessary, in order to meet the gradation requirements for fine
aggregate. Fine aggregate deficient in the percentage of material passing the No. 50 mesh sieve may
be accepted, provided that such deficiency does not exceed 5% and is remedied by the addition of
pozzolanic or cementitious materials other than portland cement, as specified in 610-2.6 on
admixtures, in sufficient quantity to produce the required workability as approved by the Engineer.
610-2.4 CEMENT. Cement shall conform to the requirements of C-150 Type I. I
The Contractor shall furnish vendors' certified test reports for each carload, or equivalent, of cement
shipped to the project. The report shall be delivered to the Engineer before permission to use the
cement is granted. All such test reports shall be subject to verification by testing sample materials
received for use on the project. I
610-2.5 WATER. The water used in concrete shall be free from sewage, oil, acid, strong alkalies,
vegetable matter, and clay and loam. If the water is of questionable quality, it shall be tested in
accordance with AASHO T 26.
610-2.6 ADMIXTURES. The use of any material added to the concrete mix shall be approved by
the Engineer. Before approval of any material, the Contractor shall be required to submit the results
of complete physical and chemical analyses made by an acceptable testing laboratory. Subsequent
tests shall be made of samples taken by the Engineer from the supply of the material being furnished
or proposed for use on the work to determine whether the admixture is uniform in quality with that
approved.
Pozzolanic admixtures shall be fly ash or raw or calcined natural pozzolons meeting the
requirements of ASTM C 618.
Air -entraining admixtures shall meet the requirements of ASTM C 260. Air -entraining admixtures
shall be added at the mixer in the amount necessary to produce the specified air content.
Water -reducing, set -controlling admixtures shall meet the requirements of ASTM C 494, Type A,
water -reducing or Type D, water -reducing and retarding. Water -reducing admixtures shall be added
J:\2002\022103\SPECS\P-610.DOC Section P-610 -2 ,
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at the mixer separately from air -entraining admixtures in accordance with the manufacturer's printed
instructions.
610-2.7 PREMOLDED JOINT MATERIAL. Premolded joint material for expansion joints shall
meet the requirements of ASTM D 1751.
610-2.8 STEEL REINFORCEMENT. Reinforcing shall consist of [ ] conforming to the
requirements of [ J.
610-2.9 COVER MATERIALS FOR CURING. Curing materials shall conform to one of the
following specifications:
Waterproof paper for curing concrete ASTM C 171
Polyethylene Sheeting for Curing Concrete ASTM C 171
Liquid Membrane -Forming Compounds for Curing
' Concrete ASTM C 309, Type 2
CONSTRUCTION METHODS
610-3.1 GENERAL. The Contractor shall furnish all labor, materials, and services necessary for,
and incidental to, the completion of all work as shown on the drawings and specified herein. All
machinery and equipment owned or controlled by the Contractor, which he proposes to use on the
work, shall be of sufficient size to meet the requirements of the work, and shall be such as to produce
satisfactory work; all work shall he subject to the inspection and approval of the Engineer.
610-3.2 CONCRETE COMPOSITION. The concrete shall develop a compressive strength of
3500 psi in 28 days as determined by test cylinders made in accordance with ASTM C 31 and tested
' in accordance with ASTM C 39. The concrete shall contain not less than 470 pounds of cement per
cubic yard. The concrete shall contain 5 percent of entrained air, plus or minus I percent, as
determined by ASTM C 231 and shall have a slump of not more than 4 inches as determined by
ASTM C 143.
610-3.3 ACCEPTANCE SAMPLING AND TESTING. Concrete for each structure will be
' accepted on the basis of the compressive strength specified in paragraph 3.2. The concrete shall be
sampled in accordance with ASTM C 172. Compressive strength specimens shall be made in
accordance with ASTM C 31 and tested in accordance with ASTM C 39.
Concrete cylindrical test specimens shall be made in accordance with ASTM C 31 and tested in
accordance with ASTM C 39. The Contractor shall cure and store the test specimens under such
conditions as directed. The Engineer will make the actual tests on the specimens at no expense to the
Contractor.
610-3.4 PROPORTIONING AND MEASURING DEVICES. When package cement is used, the
quantity for each batch shall be equal to one or more whole sacks of cement. The aggregates shall be
• measured separately by weight. If aggregates are delivered to the mixer in batch trucks, the exact
amount for each mixer charge shall be contained in each hatch compartment. Weighing boxes or
1:'2002\022103\SPECS\'-6IO.DOC Section P-610 -3
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hoppers shall be approved by the Engineer and shall provide means of regulating the flow of
aggregates into the batch box so that the required and exact weight of aggregates can be readily
obtained. Ii
610-3.5 CONSISTENCY. The consistency of the concrete shall be checked by the slump test
specified in ASTM C 143.
610-3.6 MIXING. Concrete may be mixed at the construction site, at a central point, or wholly or
in part in truck mixers. The concrete shall be mixed and delivered in accordance with the
requirements of ASTM C 94. -
610-3.7 MIXING CONDITIONS. The concrete shall be mixed only in quantities required for
immediate use. Concrete shall not be mixed while the air temperature is below 40° F without
permission of the Engineer. If permission is granted for mixing under such conditions, aggregates or
water, or both, shall be heated and the concrete shall be placed at a temperature not less than 50 nor
more than 100° F. The Contractor shall be held responsible for any defective work, resulting from
freezing or injury in any manner during placing and curing, and shall replace such work at his/her
expense.
Retempering of concrete by adding water or any other material shall not be permitted. I
The delivery of concrete to the job shall be in such a manner that batches of concrete will be
deposited at uninterrupted intervals.
610-3.8 FORMS. Concrete shall not be placed until all the forms and reinforcements have been
inspected and approved by the Engineer. Forms shall be of suitable material and shall be of the type,
size, shape, quality, and strength to build the structure as designed on the plans. The forms shall be
true to line and grade and shall be mortar -tight and sufficiently rigid to prevent displacement and
sagging between supports. The Contractor shall bear responsibility for their adequacy. The surfaces
of forms shall be smooth and free from irregularities, dents, sags, and holes.
The internal ties shall be arranged so that, when the forms are removed, no metal will show in the
concrete surface or discolor the surface when exposed to weathering. All forms shall be wetted with
water or with a nonstaining mineral oil which shall be applied shortly before the concrete is placed. I
Forms shall be constructed so that they can be removed without injuring the concrete or concrete
surface. The forms shall not be removed before the expiration of at least 30 hours from vertical
faces, walls, slender columns, and similar structures or until tests indicate that at least 40% of the
design strength has developed; forms supported by falsework under slabs, beams, girders, arches, and
similar construction shall not be removed until tests indicate that at least 60% of the design strength
of the concrete has developed.
610-3.9 PLACING REINFORCEMENT. All reinforcement shall be accurately placed, as shown
on the plans, and shall be firmly held in position during concreting. Bars shall be fastened together
at intersections. The reinforcement shall be supported by approved metal chairs. Shop drawings,
lists, and bending details shall be supplied by the Contractor when required.
J:\2002\022103\SPECS\P-610.DOC Section P-610 -4
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610-3.10 EMBEDDED ITEMS. Before placing concrete, any items that are to be embedded shall
be firmly and securely fastened in place as indicated. All such items shall be clean and free from
coating, rust, scale, oil, or any foreign matter. The embedding of wood shall be avoided. The
concrete shall be spaded and consolidated around and against embedded items.
610-3.11 PLACING CONCRETE. All concrete shall be placed during daylight, unless otherwise
approved. The concrete shall not be placed until the depth and character of foundation, the adequacy
of forms and falsework, and the placing of the steel reinforcing have been approved. Concrete shall
be placed as soon as practical after mixing and in no case later than 10 hours after water has been
added to the mix. The method and manner of placing shall be such to avoid segregation and
displacement of the reinforcement. Troughs, pipes, and chutes shall be used as an aid in placing
concrete when necessary. Dropping the concrete a distance of more than 5 feet, or depositing a large
quantity at one point, will not he permitted. Concrete shall be placed upon clean, damp surfaces, free
from running water, or upon properly consolidated soil.
The concrete shall be compacted with suitable mechanical vibrators operating within the concrete.
When necessary, vibrating shall he supplemented by hand spading with suitable tools to assure
proper and adequate compaction. Vibrators shall be manipulated so as to work the concrete
thoroughly around the reinforcement and embedded fixtures and into comers and angles of the
forms. The vibration at any joint shall be of sufficient duration to accomplish compaction but shall
not he prolonged to the point where segregation occurs. Concrete deposited under water shall be
carefully placed in a compact mass in its final position by means of a trcmic, a closed bottom dump
bucket, or other approved method and shall not be disturbed after being deposited.
610-3.12 CONSTRUCTION JOINTS. When the placing of concrete is suspended, necessary
provisions shall he made for joining future work before the placed concrete takes its initial set. For
the proper bonding of old and new concrete, such provisions shall be made for grooves, steps, keys,
dovetails, reinforcing bars or other devices as maybe prescribed. The work shall he arranged so that
a section begun on any day shall he finished during daylight of the same day. Before depositing new
concrete on or against concrete which has hardened, the surface of the hardened concrete shall be
cleaned by roughened slightly, wetted, and/or covered with a neat coating of cement paste or grout.
610-3.13 EXPANSION JOINTS. Expansion joints shall be constructed at such points and of such
dimensions as maybe indicated on the drawings. The premolded filler shall be cut to the same shape
as that of the surfaces being joined. The filler shall be fixed firmly against the surface of the
concrete already in place in such manner that it will not be displaced when concrete is deposited
against it.
610-3.14 DEFECTIVE WORK. Any defective work disclosed after the forms have been removed
shall be immediately removed and replaced. If any dimensions are deficient, or if the surface of the
concrete is bulged, uneven, or shows honeycomb, which in the opinion of the Engineer cannot be
repaired satisfactorily, the entire section shall be removed and replaced at the expense of the
Contractor.
610-3.15 SURFACE FINISH. All exposed concrete surfaces shall he true, smooth, free from open
or rough spaces, depressions. or projections. The concrete in horizontal plane surfaces shall be
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J:\2002\022103\SI'ECS\P-610.DOC Section P-610 -5
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brought flush with the finished top surface at the proper elevation and shall be struck -off with a
straightedge and floated. Mortar finishing shall not be permitted, nor shall dry cement or
sand -cement mortar be spread over the concrete during the finishing of horizontal plane surfaces.
The wingwalls and headwalls shall be a rubbed finish. If forms can be removed while the concrete is
still green, the surface shall be pointed and wetted and then rubbed with a wooden float until all
irregularities are removed. If the concrete has hardened before being rubbed, a carborundum stone
shall be used to finish the surface. When approved, the finishing can be done with a rubbing
machine.
610-3.16 CURING AND PROTECTION. All concrete shall be properly cured and protected by
the Contractor. The work shall be protected from the elements, flowing water, and from defacement
of any nature during the building operations. The concrete shall be cured as soon as it has
sufficiently hardened by covering with an approved material. Water -absorptive coverings shall be
thoroughly saturated when placed and kept saturated for a period of at least 3 days. All curing mats
or blankets shall be sufficiently weighted or tied down to keep the concrete surface covered and to
prevent the surface from being exposed to currents of air. Where wooden forms are used, they shall I
be kept wet at all times until removed to prevent the opening of joints and drying out of the
concrete. Traffic shall not be allowed on concrete surfaces for 7 days after the concrete has been
placed.
610-3.17 DRAINS OR DUCTS. Drainage pipes, conduits, and ducts that are to be encased in
concrete shall be installed by the Contractor before the concrete is placed. The pipe shall be held
rigidly so that it will not be displaced or moved during the placing of the concrete.
610-3.18 COLD WEATHER PROTECTION. When concrete is placed at temperatures below I
400 F, the Contractor shall provide satisfactory methods and means to protect the mix from injury by
freezing. The aggregates, or water, or both, shall be heated in order to place the concrete at
temperatures between 50 and 100° F.
Calcium chloride may be incorporated in the mixing water when directed by the Engineer. Not more
than 2 pounds of Type I nor more than 1.6 pounds of Type 2 shall be added per bag of cement. After
the concrete has been placed, the Contractor shall provide sufficient protection such as cover, canvas,
framework, heating apparatus, etc., to enclose and protect the structure and maintain the temperature
of the mix at not less than 50° F until at least 60% of the designed strength has been attained.
METHOD OF MEASUREMENT
610-4.1 Not Applicable.
BASIC OF PAYMENT '
610-5.1 Payment for structural concrete shall be subsidiary to the drainage structure and electrical '
duct items.
END OF ITEM P-610
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ITEM P-620 TAXIWAY PAINTING
DESCRIPTION
620-1.1 This item shall consist of the painting of numbers, markings, and stripes on the surface of
runways, taxiways, and aprons, in accordance with these specifications and at the locations shown on
the plans, or as directed by the Engineer.
MATERIALS
620-2.1 MATERIALS ACCEPTANCE. The Contractor shall furnish manufacturer's certified test
reports for materials shipped to the project. The certified test reports shall include a statement that
the materials meet the specification requirements. The reports can be used for material acceptance or
I the Engineer may perform verification testing. The reports shall not be interpreted as a basis for
payment. The Contractor shall notify the Engineer upon arrival of a shipment of materials to the site.
620-2.2 PAINT. Paint shall be Waterborne in accordance with the requirements of paragraph 620-
2.2.a. Paint shall he furnished in White -37925, yellow -33538 and/or 33655, Black -37038 in
accordance with Federal Standard No 595.
a. WATERBORNE. Paint shall meet the requirements of Federal Specification TT -P -
1952D, Type 11.
620-2.3 REFLECTIVE MEDIA. Glass beads shall meet the requirements of Fed. Spec.
TT -B-1325, Type 111, Glass beads shall be treated with adhesion promoting and/or flotation coatings
as specified by the manufacturer of the paint.
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CONSTRUCTION METHODS
I 620-3.1 WEATHER LIMITATIONS. The painting shall he performed only when the surface
is dry and when the surface temperature is at least 45 degrees F (7 degrees C) and rising and the
pavement surface temperature is at least 5 degrees F (2.7 degrees C) above the dew point.
Painting operations shall be discontinued when the surface temperature exceeds 100 degrees F
(38 degrees C).
1 620-3.2 EQUIPMENT. Equipment shall include the apparatus necessary to properly clean the
existing surface, a mechanical marking machine, a bead and/or silica sand dispensing machine, and
such auxiliary hand -painting equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray -type marking machine suitable for application of
traffic paint. It shall produce an even and uniform film thickness at the required coverage and shall
apply markings of uniform cross sections and clear-cut edges without running or spattering and
without over spray.
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i:'2002\o22100\SPres\P.620.iwC Section P-620 - I
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620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint, the surface
shall be dry and free from dirt, grease, oil, laitance, or other foreign material that would reduce the
bond between the paint and the pavement. The area to be painted shall be cleaned by sweeping and
blowing or by other methods as required to remove all dirt, laitance, and loose materials. Paint
applied to the runway following the rejuvenation sealer shall follow the paint manufacturer's
directions.
620-3.4 LAYOUT OF MARKINGS. The proposed markings shall be laid out in advance of the
paint application. The locations of markings to receive glass beads shall be as indicated below:
1. All runway and taxiway holding position markings.
2. Runway threshold marking.
3. Runway side stripes
4. Runway aiming point markings
5. Runway designation marking.
6. Runway touchdown zone markings.
7. Runway centerline marking.
8. Taxiway centerline marking.
9. Taxiway edge markings,
620-3.5 APPLICATION. Paint shall be applied at the locations and to the dimensions and spacing
shown on the plans. Paint shall not be applied until the layout and condition of the surface have been
approved by the Engineer. The edges of the markings shall not vary from a straight line more than
1/2 inch (12 mm) in 50 feet (15 m) and marking dimensions and spacing shall be within the
following tolerances:
Dimension and Spacing
Tolerance
36 inches (910 mm) or less
+/-
1/2 inch
(12
mm)
greater than 36 inches to 6 feet (910 mm to 1.85 m)
+/-
1 inch (25 mm)
greater than 6 feet to 60 feet (1.85 m to 18.3 m)
+/-
2 inches
(5.1
mm)
greater than 60 feet (18.3 m)
+/-
3 inches
(76
mm)
The paint shall be mixed in accordance with the manufacturer's instructions and applied to the
pavement with a marking machine at the rate(s) shown in Table 1. The addition of thinner will not
be permitted. A minimum period of 48 hours shall elapse between placement of a bituminous
surface course or seal coat and application of the paint.
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TABLE 1. APPLICATION RATES FOR PAINT, GLASS BEADS
Paint Square feet
Glass Beads, Type III
Paint Type
per gallon, 112/gal
Pounds per gallon of paint--lb./gal.
(Square meters per
(Kilograms per liter
liter, m2/1)
of paint--kg/I
Waterbomc
115 ft2/gal. maximum
7 lb./gal. minimum
(2.8 m2/I)
(0.85 kg/1)
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Glass beads shall be distributed upon the marked areas at the locations shown on the plans to receive
glass beads immediately after application of the paint. A dispenser shall be furnished which is
properly designed for attachment to the marking machine and suitable for dispensing glass beads.
Glass beads shall be applied at the rate(s) shown in Table I. Glass beads shall not he applied to
black paint Glass beads shall adhere to the cured paint or all marking operations shall cease until
corrections are made.
' All emptied containers shall be returned to the paint storage area for checking by the Engineer. The
containers shall not be removed from the airport or destroyed until authorized by the Engineer.
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620-3.6 PROTECTION. After application of the paint, all markings shall be protected from
damage until the paint is dry. All surfaces shall be protected from excess moisture and/or rain and
1 from disfiguration by spatter, splashes, spillage, or drippings of paint.
METHOD OF MEASUREMENT
620-4.1 The quantity of runway and taxiway markings to be paid for shall one complete item in
place performed in accordance with the specifications and accepted by the Engineer.
BASIS OF PAYMENT
620-5.1 Payment shall be made at the respective lump sum price for runway and taxiway painting
including reflective media. This price shall be full compensation for furnishing all materials and for
all labor, equipment, tools, and incidentals necessary to complete the item.
Payment will he made under:
Bid Item No's. 1-23 & II -1 q Taxiway Striping (Yellow), per linear foot
Bid Item No's. 1-24 R. 11-20 Taxiway Striping (Black), per linear foot
END OF SECTION
IJ \2002%022IQ3\st'FFCS\P 620 DOC Section P-620 - 3
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ITEM D-701
' PIPE FOR STORM DRAINS AND CULVERTS
IDESCRIPTION
701-1.1 This item shall consist of pipe of the types, classes, sizes, and dimensions required on the
Plans, furnished and installed at the places designated on the Plans and profiles, or by the Engineer,
in accordance with these Specifications and with the lines and grades given on the Plans.
I The item shall include the bid price per linear foot of pipe in place, the cost of common excavation
and backfill, the cost of furnishing and installing all trench bracing, all fittings required to complete
the pipe drain as shown on the Plans, and the material for and the making of all joints, including all
connections to drainage pipe and structures.
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MATERIALS
701-2.1 GENERAL. The pipe shall be of the size and type called for on the Plans and in the
Proposal and shall he in accordance with the following appropriate requirements.
701-2.2 REINFORCED CONCRETE PIPE. Reinforced concrete pipe shall conform to the
' requirements of AASHTO M 170 or ASTM C-76. Circular pipe shall be Class III, Wall B.
701-2.3 RUBBER GASKETS. Rubber -type gaskets for concrete nonpressure pipe shall conform to
' the requirements of ASTM C-443.
Since the gaskets may be exposed to petroleum products, a swelling test based on Methods 6001 and
6211 of Fed. Std. 601 shall be used. When the latter method is used with No. 3 oil for 70 hours at
212° F., the swelling shall not exceed 100%, by volume. (Gaskets shall meet the low -temperature
flexibility requirements of Fed. Spec. HH-G-156).
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CONSTRUCTION METHODS
701-3.1 EQUIPMENT. All equipment necessary and required for the proper construction ofstorm
sewers and culverts shall be on the project. in first-class working condition, and approved by the
Engineer before construction is permitted to start.
The Contractor shall provide appropriate hoisting equipment to handle the pipe while unloading and
placing it in its final position without damage to the pipe.
' The Contractor shall provide hand tampers and pneumatic tampers to obtain the required compaction
of the pipe bed and the backfill, as specified.
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701-3.2 EXCAVATION. ,
(a) Common. The Contractor shall do all common excavation to the depth shown on the 1
Plans. Common excavation shall consist of all excavation for pipe trench.
(b) Rock. Not applicable. p
(c) General. Excavated material not required for backfill shall be disposed of by the
Contractor as directed by the Engineer. Common excavation shall not be carried below the required
depth; but when it is, the trench shall be backfilled at the Contractor's expense with material
approved by the Engineer and compacted to the density of the surrounding earth material as
determined for embankment in Section P-152, and compact the crushed stone material below future
paved surfaces to the density as determined for Crushed Aggregate Base in Section P-209.
When directed, unstable soil shall be removed for the full width of the trench and replaced with sand
or with approved granular material. The Engineer shall determine the depth of removal of unstable
soil and the amount of backfill necessary. The backfill shall be compacted and shaped to a firm but
slightly yielding condition to form the bed for the pipe. When not specified in the Special
Provisions, the cost of removing unstable soil and replacing it with approved material shall be
covered by a supplemental agreement for the cubic yards of excavation and of approved material.
The depth of cut shown on the Plans is from the surface grade to the invert of the pipeline. In case
the depth of cut is changed from that shown on the Plans, the change shall not exceed 6 inches
without a revision in the Contract unit price per linear foot of pipe. However, if the depth of cut is
changed more than 6 inches, compensation or deduction of work involved, whether increased or
decreased, shall be provided for in a supplemental agreement.
The minimum width of the trench at the top of the pipe, when placed, shall be a width which will
permit the proper construction of joints and compaction of backfill around the pipe. The sides of the
trench shall be vertical, unless otherwise approved by the Engineer. The maximum allowable width
of the trench shall not exceed 12 inches on each side of the pipe when placed, unless otherwise
approved by the Engineer. I
The bed for the pipe shall be so shaped that at least the lower quarter of the pipe circumference shall
be in continuous contact with the bottom of the trench.
The Contractor shall do such trench bracing, sheathing, or shoring necessary to perform and protect
the excavation as required for safety and conformance to governing laws. The bracing, sheathing, or 1
shoring shall not be removed in one operation but shall be done in successive stages as determined
by the Engineer to prevent overloading of the pipe during backfilling operations. The cost of the
bracing, sheathing, or shoring, and the removal of same, shall be included in the unit price bid per
foot for the pipe.
701-3.3 LAYING AND INSTALLING PIPE. The Contractor shall provide the necessarymason's ,
line and supports to insure installation of the pipe to line and grade. The Contractor's facilities for
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lowering the pipe into the trench shall be such that neither the pipe nor the trench will be damaged or
disturbed.
The Engineer shall inspect all pipe before it is laid, and reject any section that is damaged by
handling or is defective to a degree which will materially affect the function and service of the pipe.
The laying of the pipe in the finished trench shall be started at the lowest point and laid upgrade.
The tongue and groove pipe shall be laid with the grooved end laid upgrade.
The pipe shall be firmly and accurately set to line and grade so that the invert will be smooth and
uniform. The pipe shall he protected from water during placing.
' When bell and spigot pipes are used, spaces for the pipe bells shall be dug in the pipe subgrade to
accommodate the bells. These spaces shall be deep enough to insure that the bells do not bear the
load of the pipe; they shall not be excessively wide in relation to the longitudinal direction of the
• trench. When the pipes are laid, the barrel of each section of pipe shall be in contact with quadrant -
shaped bedding throughout its full length, exclusive of the bell, to support the entire load of the pipe.
• Pipe shall not be laid on frozen ground.
Pipe which is not true in alignment, or which shows any settlement after laying, shall be taken up and
relaid without extra compensation.
The Contractor shall provide, as may be necessary, for the temporary diversion of stream flow in
order to permit the installation of the pipe under dry conditions.
, 701-3.4 PIPE JOINTS. Pipe joints for concrete shall be the bell and spigot type or the tongue and
groove type unless one type is specified by the Engineer. The following method of jointing pipe
shall he used:
(a) Rubber Gasket Joints. The gasket shall be installed in accordance with the manufacturer's
Linstructions.
701-3.5 BACKFILLING. All trenches and excavations shall be hackfilled within a reasonable
' time after the pipes arc installed, unless other protection of the pipe is directed. Except where the
pipe is placed under the roadway section, the backfill material shall be the same as excavated from
the trench. Materials which is placed at the sides of the pipe and I foot over the top shall be material
1 which can be readily compacted. It shall not contain stones retained on a 3 -inch sieve, frozen lumps,
chunks of highly plastic clay, or any other material which is objectionable to the Engineer. The
material shall be moistened or dried, if necessary to be compacted by the method in use. Backfill
'
material shall be approved by the Engineer. Under future pavement sections. all backfill material
shall be crushed aggregate, P-209.
' The backfill shall be placed in loose layers not to exceed 6 inches in depth along each side of the
pipe. Special care shall be taken to secure thorough compaction under the haunches and at the sides
of the pipe. This backfill shall he brought up evenly on each side of the structure to an elevation of I
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foot over the top of the pipe, or such greater elevation as directed by the Engineer. Backfilling shall
be done in a manner to avoid injurious top or side pressures on the pipe.
The backfill shall be compacted to the density required for embankments in unpaved areas under
Item P-152. Under paved areas, the subgrade and any backfill shall be compacted to the density
required for embankments for paved areas under Item P-152.
Movement of construction machinery over a culvert shall be at the Contractor's risk. Any pipe
damaged thereby shall be replaced at the expense of the Contractor.
701-3.6 CONNECTIONS. Where the Plans call for connections to existing or proposed structures,
these connections shall be watertight and made so that a smooth uniform flow line will be obtained
throughout the drainage system.
701-3.7 CLEANING AND RESTORATION OF SITE. After the backfill is completed, the
Contractor shall dispose of all surplus material, dirt, and rubbish. Surplus dirt may be deposited as
ordered by the Engineer.
After all work is completed, the Contractor shall remove all tools and other equipment, leaving the
entire site free, clear, and in good condition.
Performance of the work described in this section is not payable directly but shall be considered as a
subsidiary obligation of the Contractor covered under the Contract unit price for the pipe.
701-3.8 OBSERVATION. Prior to final approval of the drainage system, the Engineer,
accompanied by the Contractor's representative, shall make a thorough observation, by an
appropriate method, of the entire installation. Any indication of defects in material or workmanship,
or obstruction to flow in the pipe system, shall be further investigated and corrected. Defects
due to the Contractor's negligence shall be corrected by the Contractor without additional
compensation and as directed by the Engineer.
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METHOD OF MEASUREMENT
701-4.1 The footage of pipe to be paid for shall be the number of linear feet of pipe in place,
completed, and approved to be measured along the centerline of the pipe from end or inside face of
structure to end or inside face of structure, whichever is applicable. The classes, types, and sizes
shall be measured separately. All fittings shall be included in the footage as typical pipe sections in
the pipeline being measured.
BASIS OF PAYMENT
701-5.1 Payment will be made at the contract unit price per linear foot for each kind of pipe of the
type, class, and size designated. These prices shall be full compensation for furnishing all materials
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(including crushed aggregate backfill) and for all preparation, excavation, spoilage of excavated
material, and installation of these materials, and for all labor, equipment, tools, and incidentals
necessary to complete the item.
Payment will be made under:
Bid
Item
No's.
I-14 & 11-16
18 -inch (Reinforced
Concrete Pipe), per linear foot
Bid
Item
No.
1-15
24 -inch (Reinforced
Concrete Pipe), per linear foot
Bid
Item
No.
1-16
36 -inch (Reinforced
Concrete Pipe), per linear foot
Bid
Item
No.
1-20
36 -inch (RCP Flared
End Section), per each
END ITEM D-701
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ITEM D-705 PIPE UNDERDRAINS FOR AIRPORTS
DESCRIPTION
705-1.1 This item shall consist of the construction of pipe drains in accordance with these
specifications and in reasonably close conformity with the lines and grades shown on the plans.
MATERIALS
705-2.1 GENERAL. Materials shall meet the requirements shown on the plans and specified below.
705-2.2 PIPE. The pipe shall be of the type called for on the plans or in the proposal and shall be in
accordance with the following appropriate requirements.
Smooth -Wall Perforated PVC Pipe
Poly (Vinyl Chloride) Ribbed Drain Pipe & Fittings
Based on Controlled Inside Diameter
Poly (Vinyl Chloride)(PVC) Corrugated Sewer
Pipe With a Smooth Interior and Fittings
Corrugated Polyethylene Drainage Tubing (all types)
Corrugated Polyethylene Pipe, 300 to 1200 mm Diameter (all types)
Poly (Vinyl Chloride) (PVC) Profile Wall Drain Pipe and
Fittings Based on Controlled Inside Diameter
705-2.3 JOINT MORTAR. Not Used.
ASTM F 758
ASTM F 794
ASTM F 949
AASHTO M 252
AASHTO M 294M
AASHTO M 304
705-2.4 ELASTOM ERIC SEALS. Elastomeric seals shall conform to the requirements ofASTM F
477.
705-2.5 POROUS BACKFILL. Porous backfill shall be free of clay, humus, or other objectionable
matter, and shall conform to the gradation in Table I when tested in accordance with ASTM C
136.
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TABLE 1. GRADATION OF POROUS BACKFILL
Sieve Designation Percentage by Weight Passing Sieves
s uare o enin s
Porous Material No.
2
1-1/2inch 38mm 100
1 inch 25 mm 90-100
3/8 inch (9.5 mm 25 -60
No.4(4.75mm) 5-40
No. 8 (2.36 mm) 0-20
No.16(1.18mm)
No. 50 0.30 mm
No. 100 (0.15 mm)
When two courses of porous backfill are specified in the plans, the finer of the materials shall conform 1
to particle size tabulated herein for porous material No. 1. The coarser granular material shall meet the
gradation given in the tabulation for porous material No. 2. 1
705-2.6. GRANULAR MATERIAL. Granular material used for backfilling shall conform to
the requirements of ASTM D 2321 for Class IA, IB, or II materials, or shall meet the ,
requirements of AASHTO Standard Specification for Highway Bridges Section 30.
705-2.7. FILTER FABRIC. The filter fabric shall conform to the requirements of AASHTO M 1
288-99, Class 2.
CONSTRUCTION METHODS ,
705-3.1 EQUIPMENT. All equipment necessary and required for the proper construction of pipe
underdrains shall be on the project, in first-class working condition, and approved by the Engineer
before construction is permitted to start.
705-3.2 EXCAVATION. The width of the pipe trench shall be sufficient to permit satisfactory ,
jointing of the pipe and thorough tamping of the bedding material under and around the pipe, but shall
not be less than the external diameter of the pipe plus 6 inches (150 mm) on each side. The trench
walls shall be approximately vertical.
Where rock, hardpan, or other unyielding material is encountered, it shall be removed below the
foundation grade for a depth of at least 4 inches (100 mm). The excavation below grade shall be
backfilled with selected fine compressible material, such as silty clay or loam, and lightly compacted in
layers not over 6 inches (150 mm) in uncompacted depth to form a uniform but yielding foundation. I
[]
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Where a firm foundation is not encountered at the grade established, due to soft, spongy, or other
unstable soil, the unstable soil shall be removed and replaced with approved granular material for the
full trench width. The Engineer shall determined the depth of removal necessary. The granular
material shall be compacted to provide adequate support for the pipe.
Excavated material not required or acceptable for backfill shall be disposed of by the Contractor as
directed by the Engineer. The excavation shall not be carried below the required depth; when this is
1 done, the trench shall be backtilled at the Contractor's expense with material approved by the Engineer
and compacted to the density of the surrounding earth material.
The bed for the pipe shall be so shaped that at least the lower quarter of the pipe shall be in continuous
contact with the bottom of the trench. Spaces for the pipe bell shall be excavated accurately to size to
clear the bell so that the barrel supports the entire weight of the pipe.
' The Contractor shall do such trench bracing, sheathing, or shoring necessary to perform and protect the
excavation as required for safety and conformance to governing laws. Unless otherwise provided, the
' bracing, sheathing, or shoring shall he removed by the Contractor after the completion of the backfill to
at least 12 inches (300 mm) over the top of the pipe. The sheathing or shoring shall be pulled as the
granular backfill is placed and compacted to avoid any unfilled spaces between the trench wall and the
backfill material. The cost of bracing, sheathing, or shoring, and the removal of same, shall be included
in the unit price hid per foot (meter) for the pipe.
1 705-3.3 LAYING AND INSTALLING PIPE.
' a. PVC or Polyethylene Pipe. PVC or polyethylene pipe shall be installed in accordance
with the requirements of ASTM D 2321 or AASHTO Standard Specification for
Highway Bridges Section 30. Perforations shall meet the requirements of AASHTO M
• 252 or M 294 Class 2, unless otherwise indicated on the plans. The pipe shall he laid
accurately to line and grade.
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h. All Types of Pipe. The upgrade end of'pipelines, not terminating in a structure, shall be
plugged or capped as approved by the Engineer.
Unless otherwise shown on the plans, a 4 -inch (100 mm) bed of granular backfill material shall be
spread in the bottom of the trench throughout the entire length under all perforated pipe underdrains.
Pipe outlets for the underdrains shall be constructed when required or shown on the plans. The pipe
shall be laid with tight -fitting joints. Porous backfill is not required around or over pipe outlets for
underdrains. All connections to other drainage pipes or structures shall be made as required and in a
satisfactory manner. If connections are not made to other pipes or structures, the outlets shall be
protected and constructed as shown on the plans.
b. Filter Fabric. The filter fabric shall be installed accordance with the manufacturer's
recommendations, or in accordance with AASHTO M 288-99 APPENDIX, unless
otherwise shown on the plans.
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705-3.4 MORTAR. The mortar shall be of the desired consistency for caulking and filling the joints
of the pipe and for making connections to other pipes or to structures. Mortar that is not used within 45
minutes after water has been added shall be discarded. Retempering of mortar shall not be permitted.
705-3.5 JOINTS IN CONCRETE PIPE. When open or partly open joints are required or specified, t
they shall be constructed as indicated on the plans. The pipe shall be laid with the ends fitted together
as designed. If bell and spigot pipe is used, mortar shall be placed along the inside bottom quarter of
the bell to center the following section of pipe.
The open or partly open joints shall be surrounded with granular material meeting requirements of
porous backfill No. 2 or as indicated on the plans. This backfill shall be placed so its thickness will be
not less than 3 inches (75 mm) nor more than 6 inches (150 mm), unless otherwise shown on the plans.
When the original material excavated from the trench is impervious, commercial concrete sand or
granular material meeting requirements of porous backfill No. I shall surround porous backfill No. 2,
as shown on the plans or as directed by the Engineer.
When the original material excavated from the trench is previous and suitable, it may be used as ,
backfill in lieu of porous backfill No. 1, when indicated on the plans or as directed by the Engineer.
705-3.6 BACKFILLING.
a. Earth. All trenches and excavations shall be backfilled within a reasonable time after the
pipes are installed, unless other protection of the pipe is directed. The backfill material shall be selected
material from excavation or borrow; material which is placed within a nominal pipe diameter distance
at the sides of the pipe and 1 foot over the top shall be material which can be readily compacted. It
shall not contain stones retained on a 3 -inch sieve, frozen lumps, chunks of highly plastic clay, or any
other material which is objectionable to the Engineer. The material shall be moistened or dried, if
necessary to be compacted by the method in use. Backfill material shall be approved by the Engineer.
Special care shall be taken in placing the backfill. Great care shall be used to obtain thorough
compaction under the haunches and along the sides to the top of the pipe.
The backfill shall be placed in loose layers not exceeding 6 inches in depth under and around the pipe,
and not exceeding 8 inches over the pipe. Successive layers shall be added and thoroughly compacted
by hand and pneumatic tampers, approved by the Engineer, until the trench is completely filled and
brought to the proper elevation. Backfilling shall be done in a manner to avoid injurious top or side
pressures on the pipe.
In embankments and for other areas outside of pavements, the backfill shall be compacted to the '
density required for embankments in unpaved areas under Item P-152. Under paved areas, the
subgrade and any backfill shall be compacted to the density required for embankments for paved areas ,
under Item P-152.
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•1 b. Granular Material. When granular backfill is required, its placement in the trench and
about the pipe shall he as shown on the plans. Special care shall be taken in placing the backfill. The
granular backfill shall not contain a damaging amount of foreign matter, nor shall earth from the sides
1 of the trench or from the windrow be allowed to filter into the backfill. When required by the Engineer,
a template shall be used to properly place and keep separate the two sizes of backfill. The backfill shall
be placed in loose layers not exceeding 6 inches in depth and compacted by hand and pneumatic
I. tampers to the requirements as given for earth backfill. Backfilling shall be done in a manner to avoid
injurious top or side pressure on the pipe. The granular backfill shall be made to the elevation of the
trench, as shown on the plans.
When perforated pipe is specified, granular backfill material shall be placed along the full length of the
pipe. The position of the granular material shall be as shown on the plans. If the original material
' excavated from the trench is pervious and suitable, it shall be used in lieu of'porous backfill No. 1.
When porous backfill is to be placed in paved or adjacent areas prior to the completion of grading or
subgrade operations, the backfill material shall be placed immediately after laying the pipe. The depth
of this granular backfill shall be not less than 12 inches, measured from the top of the underdrain.
During subsequent construction operations, this minimum backfill of 12 inches of depth shall not be
disturbed until such time as the underdrains are to be completed. When the underdrains are to be
completed, the unsuitable material shall be removed until the porous backfill is exposed. That part of
' the porous backfill which contains objectionable material shall be removed and replaced with suitable
material. The cost of removing and replacing any such unsuitable material shall be borne by the
Contractor.
iWhenever a granular subbase blanket course is to be used under pavements which extends several feet
beyond the edge of paving to the outside edge of the underdrain trench, the granular backfill material
1 over the underdrains shall be placed in the trench up to an elevation of 2 inches above the bottom
surface of the granular subbase blanket course. Immediately prior to the placing of the granular subbase
blanket course, the Contractor shall blade this excess trench backfill from the top of the trench onto the
' adjacent subgrade where it can he incorporated into the granular subbase blanket course. Any
unsuitable material which remains over the underdrain trench shall be removed and replaced. The
subbase material shall be placed to provide clean contact between the subbase material and the
' underdrain granular backfill material for the full width of the underdrain trench.
705-3.7 CONNECTIONS. When the plans call for connections to existing or proposed pipe or
structures, these connections shall be watertight and made so that a smooth uniform flow line will be
obtained throughout the drainage system.
' 705-3.8 CLEANING AND RESTORATION OF SITE. After the backfill is completed, the
Contractor shall dispose of all surplus material, dirt, and rubbish from the site. Surplus dirt may be
deposited in embankments, shoulders, or as ordered by the Engineer. Except for paved areas of the
airport, the Contractor shall restore all disturbed areas to their original condition.
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METHOD OF MEASUREMENT
705-4.1 The length of pipe underdrain to be paid for shall be the number of linear feet of pipe
underdrains in place, completed, and approved; measured along the centerline of the pipe
from end or inside face of structure to. the end or inside face of structure, whichever is
applicable. All fittings shall be included in the footage as typical pipe sections in the pipeline
being measured.
BASIS OF PAYMENT
705-5.1 Payment will be made at the contract unit price per linear foot for pipe underdrains, at the
contract unit. These prices shall be full compensation for furnishing all materials and for all
preparation, excavation, and installation of these materials, and for all labor, equipment, tools, and 1
incidentals necessary to complete the item.
Payment will be made under: 1
Bid Item No's. I-25 & 11-18 Pipe Underdrain, per linear foot.
END OF ITEM D-705 1
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ITEM D-751
MANHOLES, INLETS AND
HEADWALLS
' DESCRIPTION
751-1.1 This item shall consist of construction of junction boxes, inlets, headwalls and ditch
paving, in accordance with these specifications, at the specified locations and conforming to the
lines, grades, and dimensions shown on the plans or required by the Engineer.
' MATERIALS
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751-2.1 BRICK. The brick shall conform to the requirements of ASTM C 32, Grade SM.
751-2.2 MORTAR. Mortar shall consist of one part portland cement and two parts sand. The
portland cement shall conform to the requirements of ASTM C 150, Type 1. The sand shall
conform to the requirements of ASTM C 144.
751-2.3 CONCRETE. Plain and reinforced concrete used in structures, connections of pipes with
structures, and the support of structures or frames shall conform to the requirements of Item P-610.
751-2.4 PRECAST CONCRETE PIPE MANHOLE RINGS. Precast concrete pipe manhole
rings shall conform to the requirements of ASTM C 478. Unless otherwise specified, the risers and
offset cone sections shall have an inside diameter of not less than 36 inches (90 cm) nor more than
48 inches (120 cm).
751-2.5 CORRUGATED METAL. Corrugated metal shall conform to the requirements of
AASHTO M 36.
751-2.6 FRAMES, COVERS, AND GRATES. The castings shall conform to one of the
following requirements:
a. Gray iron castings shall meet the requirements of ASTM A 48, Class 30B and 356.
b. Malleable iron castings shall meet the requirements of ASTM A 47.
c. Steel castings shall meet the requirements of ASTM A 27.
d. Structural steel for grates and frames shall conform to the requirements of ASTM A 283,
Grade D.
e.
Ductile iron castings
shall conform to the requirements
of ASTM A
536.
f.
Austempered ductile
iron castings shall conform to the
requirements
of ASTM A 897.
All castings or structural steel units shall conform to the dimensions shown on the plans and shall be
designed to support the loadings, aircraft gear configuration and/or direct loading, specified.
Each
frame and
cover or
grate unit
shall be provided with
fastening
members to prevent it from
being
dislodged
by traffic
but which
will allow easy removal
for access
to the structure.
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All castings shall be thoroughly cleaned. After fabrication, structural steel units shall be galvanized '
to meet the requirements of ASTM A 123.
751-2.7 STEPS. The steps or ladder bars shall be gray or malleable cast iron or galvanized steel.
The steps shall be the size, length, and shape shown on the plans and those steps that are not
galvanized shall be given a coat of bituminous paint, when directed.
CONSTRUCTION METHODS
751-3.1 UNCLASSIFIED EXCAVATION.
a. The Contractor shall do all excavation for structures and structure footings to the lines
and grades or elevations, shown on the plans, or as staked by the Engineer. The excavation shall
be of sufficient size to permit the placing of the full width and length of the structure or structure
footings shown. The elevations of the bottoms of footings, as shown on the plans, shall be
considered as approximately only; and theEngineer may order, in writing, changes in dimensions
or elevations of footings necessary to secure a satisfactory foundation.
b. Boulders, logs, or any other objectionable material encountered in excavation shall be
removed. All rock or other hard foundation material shall be cleaned of all loose material and
cut to a firm surface either level, stepped, or serrated, as directed by the Engineer. All seams or
crevices shall be cleaned out and grouted. All loose and disintegrated rock and thin strata shall
be removed. When concrete is to rest on a surface other than rock, special care shall be taken not
to disturb the bottom of the excavation, and excavation to final grade shall not be made until just
before the concrete or reinforcing is to be placed.
c. The Contractor shall do all bracing, sheathing, or shoring necessary to implement and
protect the excavation and the structure as required for safety or conformance to governing laws.
The cost of bracing, sheathing, or shoring shall be included in the unit price bid for the structure.
d. Unless otherwise provided, bracing, sheathing, or shoring involved in the construction
of this item shall be removed by the Contractor after the completion of the structure. Removal
shall be effected in a manner which will not disturb or mar finished masonry. The cost of
removal shall be included in the unit price bid for the structure. ,
e. After each excavation is completed, the Contractor shall notify the Engineer to that
effect; and concrete or reinforcing steel shall be placed after the Engineer has approved the depth
of the excavation and the character of the foundation material.
751-3.2 BRICK STRUCTURES. 1
a. Foundations. A prepared foundation shall be placed for all brick structures after the
foundation excavation is completed and accepted. Unless otherwise specified, the base shall
consist of reinforced concrete mixed, prepared, and placed in accordance with the requirements
of Item P-610.
b. Laying Brick. All brick shall be clean and thoroughly wet before laying so that they 1
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will not absorb any appreciable amount of additional water at the time they are laid. All brick
shall be laid in freshly made mortar. Mortar that is not used within 45 minutes after water has
been added shall be discarded. Retempering of mortar shall not be permitted. An ample layer of
mortar shall be spread on the beds and a shallow furrow shall be made in it which can be readily
1 closed by the laying of the brick. All bed and head joints shall be filled solid with mortar. End
joints of stretchers and side or cross joints of headers shall be fully buttered with mortar and a
shoved joint made to squeeze out mortar at the top of the joint. Any bricks that maybe loosened
' after the mortar has taken its set, shall be removed, cleaned, and relaid with fresh mortar. No
broken or chipped brick shall be used in the face, and no spalls or hats shall be used except
where necessary to shape around irregular openings or edges; in which case, full bricks shall be
placed at ends or comers where possible, and the bats shall be used in the interior of the course.
In making closures, no piece of brick shorter than the width of a whole brick shall be used; and
wherever practicable, whole brick shall be used and laid as headers.
c. Joints. All joints shall be slushed with mortar at every course, but slushing alone will
not be considered adequate for making an acceptable joint. Exterior faces shall be laid up in
' advance of backing. Exterior faces shall be back plastered or pargeted with a coat of mortar not
less than 3/8 -inch (9 mm) thick before the backing is laid up. Prior to pargeting, all joints on the
back of face courses shall he cut flush. Unless otherwise noted, joints shall be not less than 1/4-
' inch (6 mm) nor more than 1/2 -inch (12 mm) wide and whatever width is adopted shall be
maintained uniform throughout the work.
Id. Pointing. Face joints shall be neatly struck, using the weather joint. All joints shall
be finished properly as the laying of the brick progresses. When nails or line pins are used the
holes shall be immediately plugged with mortar and pointed when the nail or pin is removed.
e. Cleaning. Upon completion of the work all exterior surfaces shall be thoroughly
cleaned by scrubbing and washing down with water and, if necessary to produce satisfactory
results, cleaning shall he done with a 5% solution of muriatic acid which shall then be rinsed off
with liberal quantities of clean fresh water.
f. Curing and Cold Weather Protection. In hot or dry weather, or when directed by
the Engineer, the brick masonry shall be protected and kept moist for at least 48 hours after
laying the brick. Brick masonry work or pointing shall not be done when there is frost in the
' brick or when the air temperature is below 50 F (10 C) unless the Contractor has on the project
ready to use, suitable covenng and artificial heating devices necessary to keep the atmosphere
surrounding the masonry at a temperature of not less than 60 F (I 5C) for the duration of the
curing period.
751-3.3 CONCRETE STRUCTURES. Concrete structures shall be built on prepared
foundations, conforming to the dimensions and form indicated on the plans. The
construction shall conform to the requirements specified in Item P-610. Any
reinforcement required shall be placed as indicated on the plans and shall be
' approved by the Engineer before the concrete is poured.
All invert channels shall be constructed and shaped accurately so as to be
smooth, uniform, and cause minimum resistance to flowing water. The interior
bottom shall be sloped downward toward the outlet.
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751-3.4 PRECAST CONCRETE PIPE STRUCTURES. Precast concrete pipe structures
shall be constructed on prepared or previously placed slab foundations and
shall conform to the dimensions and locations shown on the plans. All precast
concrete pipe sections necessary to build a completed structure shall be
furnished. The different sections shall fit together readily, and all jointing
and connections shall be cemented with mortar. The top of the upper precast
concrete pipe member shall be suitably formed and dimensioned to receive the
metal frame and cover or grate, or other cap, as required. Provision shall be
made for any connections for lateral pipe, including drops and leads that may
be installed in the structure. The flow lines shall be smooth, uniform, and
cause minimum resistance to flow. The metal steps which are embedded or built
into the side walls shall be aligned and placed at vertical intervals of 12
inches (300 mm). When a metal ladder replaces the steps, it shall be securely
fastened into position.
751-3.5 CORRUGATED METAL STRUCTURES. Corrugated metal structures shall be
constructed on prepared foundations, conforming to the dimensions and locations
as shown on the plans. The structures shall be prefabricated, standard or
special fittings shall be furnished to provide pipe connections or branches of
correct dimensions. The connections or branches shall be of sufficient length
to accommodate connecting bands. The fittings shall be welded in place to the
metal structures. When indicated, the structures shall be placed on a
reinforced concrete base. The top of the metal structure shall be designed so
that either a concrete slab or metal collar may be attached to which can be
fastened a standard metal frame and grate or cover. Steps or ladders shall be
furnished as shown on the plans.
751-3.6 INLET AND OUTLET PIPES. Inlet and outlet pipes shall extend through
the walls of the structures for a sufficient distance beyond the outside
surface to allow for connections but shall be cut off flush with the wall on
the inside surface, unless otherwise directed. For concrete or brick ,
structures, the mortar shall be placed around these pipes so as to form a
tight, neat connection.
751-3.7 PLACEMENT AND TREATMENT OF CASTINGS, FRAMES, AND FITTINGS.
All castings, frames, and fittings shall be placed in the positions indicated on the plans or as
directed by the Engineer, and shall be set true to line and to correct elevation. If frames or ,
fittings are to be set in concrete or cement mortar, all anchors or bolts shall be in place and
position before the concrete or mortar is placed. The unit shall not be disturbed until the mortar ,
or concrete has set.
When frames or fittings are to be placed upon previously constructed masonry, the bearing
surface or masonry shall be brought true to line and grade and shall present an even bearing
surface in order that the entire face or back of the unit will come in contact with the masonry.
The unit shall be set in mortar beds and anchored to the masonry as indicated on the plans or as
directed and approved by the Engineer. All units shall set firm and secure.
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After the frames or fittings have been set in final position and the concrete or mortar has been
allowed to harden for 7 days, then the grates or covers shall be placed and fastened down.
751-3.8 INSTALLATION OF STEPS. The steps shall be installed as indicated on
the plans or as directed by the Engineer. When the steps are to be set in
concrete, they shall be placed and secured in position before the concrete is poured. When the
steps are installed in brick masonry, they shall be placed as the masonry is being built. The steps
shall not be disturbed or used until the concrete or mortar has hardened for at least 7 days. After
this period has elapsed, the steps shall be cleaned and painted, unless they have been galvanized.
When steps arc required with precast concrete pipe structures, they shall be cast into the sides of
the pipe at the time the pipe sections are manufactured or set in place after the structure is erected
by drilling holes in the concrete and cementing the steps in place.
' When steps are required with corrugated metal structures, they shall be welded into aligned
position at a vertical spacing of 12 inches (300 mm).
' In lieu of steps, prefabricated ladders may be installed. In the case of brick or concrete
structures, the ladder shall be held in place by grouting the supports in drilled holes. In the case
of metal structures, the ladder shall be secured by welding the top support and grouting the
bottom support into drilled holes in the foundation or as directed.
751-3.9 BACKFILLING.
a. After a structure has been completed, the area around it shall be filled with approved
material, in horizontal layers not to exceed 8 inches (200 mm) in loose depth, and compacted to
the density required in Item P-152. Each layer shall be deposited all around the structure to
approximately the same elevation. The top of the fill shall meet the elevation shown on the plans
or as directed by the Engineer.
b. Backfilling shall not he placed against any structure until permission is given by the
' Engineer. In the case of concrete, such permission shall not be given until the concrete has been
in place 7 days, or until tests made by the laboratory under supervision of the Engineer establish
that the concrete has attained sufficient strength to provide a factor of safety against damage or
strain in withstanding any pressure created by the backfill or the methods used in placing it.
c. Backfill shall not be measured for direct payment. Performance of this work
' shall be considered as a subsidiary obligation of the Contractor covered under the contract unit
price for the structure involved.
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751-3.10 CLEANING AND RESTORATION OF SITE. After the backfill is completed, the
Contractor shall dispose of all surplus material, dirt, and rubbish from the site. Surplus dirt may
be deposited in embankments, shoulders, or as ordered by the Engineer. The Contractor shall
restore all disturbed areas to their original condition.
Ater all work is completed, the Contractor shall remove all tools and equipment, leaving the
entire site free, clear, and in good condition.
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METHOD OF MEASUREMENT
751-4.1 Junction box, Inlets, Headwalls and Ditch Paving shall be measured by the unit.
BASIS OF PAYMENT
751-5.1 The accepted quantities of Junction boxes, Inlets, Headwalls and ditch paving will be
paid for at the contract unit price per, complete and in place. This price shall be full
compensation for furnishing all materials and for all preparation, excavation, backfilling and
placing of the materials; furnishing and installation of such specials and connections to pipes and
other structures as may be required to complete the item as shown on the plans; and for all labor
equipment, tools and incidentals necessary to complete the structure.
Payment will be made under:
Bid Item No.'s. I-17, 1-18 & II -17
Bid Item No. 11-15
Bid Item No. 1-19
Grate Inlets --per each
Trench Drain, per linear foot
Junction Box --per each
END OF ITEM D-751
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Section D-751 -6
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ITEM T-901 SEEDING
DESCRIPTION
I 901-1.1 This item shall consist of soil preparation, seeding the areas shown on the plans or as directed
by the Engineer in accordance with these specifications.
' MATERIALS
901-2.1 SEED The species and application rates of grass, legume, and cover -crop seed furnished shall
be those stipulated herein. Seed shall conform to the requirements of Fed. Spec. JJJ-S-181.
Seed shall be furnished separately or in mixtures in standard containers with the seed name, lot number,
' net weight, percentages of purity and of germination and hard seed, and percentage of maximum weed
seed content clearly marked for each kind of seed. The Contractor shall furnish the Engineer duplicate
signed copies of a statement by the vendor certifying that each lot of seed has been tested by a
' recognized laboratory for seed testing within 6 months of date of delivery. This statement shall
include: name and address of laboratory, date of test, lot number for each kind of seed, and the results
' of tests as to name, percentages of'purity and of germination, and percentage of weed content for each
kind of seed furnished, and, in case of a mixture, the proportions of each kind of seed.
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Variety
Creeping Red Fescue
Bermuda (Common) hulled
Fall Fescue (K-31)
Bermuda (Common) hulled
Weeping Love Grass
Tall Fescue (K-3 I)
Tall Fescue (K-3 I)
Rye Grass (perennial)
Crimson Clover (Dixie)
901-2.2 LIME. Not Applicable.
March 15- June 15
Pounds per Acre
20
15
20
June 16 - August 31
September I - October 15
20
20
25
30
25
20
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901-2.3 FERTILIZER. Fertilizer shall be standard commercial fertilizers supplied separately or in '
mixtures containing the percentages of total nitrogen, available phosphoric acid, and water-soluble
potash. They shall be applied at the rate and to the depth specified herein, and shall meet the
requirements of Fed. Spec. O -F-241 and applicable state laws. They shall be furnished in standard
containers with name, weight, and guaranteed analysis of contents clearly marked thereon. No
cyanamide compounds or hydrated lime shall be permitted in mixed fertilizers.
The fertilizers may be supplied in one of the following forms:
a. A dry, free -flowing fertilizer suitable for application by a common fertilizer spreader; 1
b. A finely -ground fertilizer soluble in water, suitable for application by power sprayers; or
c. A granular or pellet form suitable for application by blower equipment.
Fertilizers shall be 10-20-10 commercial fertilizer and shall be spread at the rate of 500 pounds per acre. ,
901-2.4 SOIL FOR REPAIRS. The soil for fill and topsoiling of areas to be repaired shall be at least
of equal quality to that which exists in areas adjacent to the area to be repaired. The soil shall be
relatively free from large stones, roots, stumps, or other materials that will interfere with subsequent
sowing of seed, compacting, and establishing turf, and shall be approved by the Engineer before being
placed.
CONSTRUCTION METHODS I
901-3.1 ADVANCE PREPARATION AND CLEANUP. After grading of areas has been completed
and before applying fertilizer and ground limestone, areas to be seeded shall be raked or otherwise
cleared of stones larger than 2 inches in any diameter, sticks, stumps, and other debris which might
interfere with sowing of seed, growth of grasses, or subsequent maintenance of grass -covered areas. If
any damage by erosion or other causes has occurred after the completion of grading and before
beginning the application of fertilizer and ground limestone, the Contractor shall repair such damage.
This may include filling gullies, smoothing irregularities, and repairing other incidental damage.
An area to be seeded shall be considered a satisfactory seedbed without additional treatment if it has
recently been thoroughly loosened and worked to a depth of not less than 5 inches as a result of grading
operations and, if immediately prior to seeding, the top 3 inches of soil is loose, friable, reasonably free
from large clods, rocks, large roots, or other undesirable matter, and if shaped to the required grade.
However, when the area to be seeded is sparsely sodded, weedy, barren and unworked, or packed and '
hard, any grass and weeds shall first be cut or otherwise satisfactorily disposed of, and the soil then
scarified or otherwise loosened to a depth not less than 5 inches. Clods shall be broken and the top 3
inches of soil shall be worked into a satisfactory seedbed by discing, or by use of cultipackers, rollers,
drags, harrows, or other appropriate means.
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901-3.2 DRY APPLICATION METHOD
a. Fertilizing. Following advance preparations and cleanup fertilizer shall be uniformly spread
at the rate which will provide not less than the minimum quantity stated in paragraph 901-2.3.
' b. Seeding. Grass seed shall be sown at the rate specified in paragraph 901-2.1 immediately after
fertilizing, and the fertilizer and seed shall be raked within the depth range stated in the special provisions.
Seeds of legumes, either alone or in mixtures, shall be inoculated before mixing or sowing, in accordance
with the instructions of the manufacturer of the inoculant. When seeding is required at other than the
seasons shown on the plans or in the special provisions, a cover crop shall be sown by the same methods
required for grass and legume seeding.
c. Rolling. After the seed has been properly covered, the seedbed shall be immediately compacted
by means of an approved lawnroller, weighing 40 to 65 pounds per foot of width for clay soil (or any soil
having a tendency to pack), and weighing 150 to 200 pounds per foot of width for sandy or light soils.
901-3.3 MAINTENANCE OF SEEDED AREAS. The Contractor shall protect seeded areas against
traffic or other use by warning signs or barricades, as approved by the Engineer. Surfaces gullied or
otherwise damaged following seeding shall he repaired by regrading and reseeding as directed. The
Contractor shall mow, water as directed, and otherwise maintain seeded areas in a satisfactory condition
until final inspection and acceptance of the work.
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When the dry application method outlined above is used for work done out of season, it will be required
that the Contractor establish a good stand of grass of uniform color and density to the satisfaction of the
Engineer. If at the time when the contract has been otherwise completed it is not possible to make an
adequate determination of the color, density, and uniformity of such stand of grass, payment for the
unaccepted portions of the areas seeded out of season will he withheld until such time as these
requirements have been met.
METHOD OF MEASUREMENT
901-4.1 The quantity of seeding to be paid for shall he the number of acres measured on the ground
surface, completed and accepted.
BASIS OF PAYMENT
901-5.1 Payment shall be made at the contract unit price per acre or fraction thereof, which price and
payment shall be full compensation for furnishing and placing all material and for all labor, equipment,
tools, and incidentals necessary to complete the work prescribed in this item.
Payment will be made under:
IBid Item No's. I-22 R 11-2I Seeding, Fertilizing and Mulching --per acre.
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END OF ITEM T-901
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J:\2002\022103\SPECS\T-901.DOC Scction T-901- 3
ITEM T-904 SODDING
' DESCRIPTION
' 904-L1 This item shall consist of furnishing, hauling, and placing approved live sod on prepared
areas in accordance with this specification at the locations shown on the plans or as directed by the
Engineer.
MATERIALS
904-2.1 SOD. Sod furnished by the Contractor shall have a good cover of living or growing grass.
This shall be interpreted to include grass that is seasonally dormant during the cold or dry seasons
and capable of renewing growth after the dormant period. All sod shall be obtained from areas
where the soil is reasonably fertile and contains a high percentage of loamy topsoil. Sod shall be cut
or stripped from living, thickly matted turf relatively free of weeds or other undesirable foreign
plants, large stones, roots, or other materials which might be detrimental to the development of the
sod or to future maintenance. At least 70% of the plants in the cut sod shall be composed of the
1 Bermuda grass, and any vegetation more than 6 inches in height shall be mowed to a height of 3
inches or less before sod is lifted. Sod, including the soil containing the roots and the plant growth
' showing above, shall be cut uniformly to a thickness not less than that stated in the special
provisions.
904-2.2 LIME. Not Applicable.
904-2.3 FERTILIZER. Fertilizer shall conform to the requirements of 901-2.3.
904-2.4 WATER. The water shall be sufficiently free from oil, acid, alkali, salt, or other harmful
materials that would inhibit the growth of grass. It shall be subject to the approval of the Engineer
' prior to use.
904-2.5 SOIL FOR REPAIRS. The soil for fill and topsoiling of areas to be repaired shall
conform to the requirements ot'901-2.4.
CONSTRUCTION METHODS
904-3.1 GENERAL. Areas to he solid, strip, or spot sodded shall be shown on the plans. Areas
requiring special ground surface preparation such as tilling and those areas in a satisfactory condition
which are to remain undisturbed shall also he shown on the plans.
Suitable equipment necessary for proper preparation of the ground surface and for the handling and
placing of all required materials shall be on hand, in good condition, and shall be approved by the
Engineer before the various operations are started. The Contractor shall demonstrate to the Engineer
' before starting the various operations that the application of required materials will be made at the
specified rates.
' 904-3.2 PREPARING THE GROUND SURFACE. After grading of areas has been completed
and before applying fertilizer and limestone, areas to he sodded shall be raked or otherwise cleared of
J:\002105\SPECS\904.DOC Section T-904 - I
stones larger than 2 inches in any diameter, sticks, stumps, and other debris which might interfere
with sodding, growth of grasses, or subsequent maintenance of grass -covered areas. If any damage
by erosion or other causes occurs after grading of areas and before beginning the application of
fertilizer and ground limestone, the Contractor shall repair such damage. This may include filling
gullies, smoothing irregularities, and repairing other incidental damage.
904-3.3 APPLYING FERTILIZER AND GROUND LIMESTONE. Following ground surface
preparation, fertilizer shall be uniformly spread at a rate which will provide not less than the
minimum quantity of each fertilizer ingredient, as stated in the special provisions. If use of ground
limestone is required, it shall then be spread at a rate which will provide not less than the•minimum
quantity stated in the special provisions. These materials shall be incorporated into the soil to a I
depth of not less than 2 inches by disking, raking, or other methods acceptable to the Engineer. Any
stones larger than 2 inches in any diameter, large clods, roots, and other litter brought to the surface
by this operation shall be removed.
904-3.4 OBTAINING AND DELIVERING SOD. After inspection and approval of the source of ,
sod by the Engineer, the sod shall be cut with approved sod cutters to such a thickness that after it
has been transported and placed on the prepared bed, but before it has been compacted, it shall have
a uniform thickness of not less than 2 inches. Sod sections or strips shall be cut in uniform widths,
not less than 10 inches, and in lengths of not less than 18 inches, but of such length as maybe readily
lifted without breaking, tearing, or loss of soil. Where strips are required, the sod must be rolled
without damage with the grass folded inside. The Contractor may be required to mow high grass
before cutting sod.
The sod shall be transplanted within 24 hours from the time it is stripped, unless circumstances
beyond the Contractor's control make storing necessary. In such cases, sod shall be stacked, kept
moist, and protected from exposure to the air and sun and shall be kept from freezing. Sod shall be
cut and moved only when the soil moisture conditions are such that favorable results can be
expected. Where the soil is too dry, permission to cut sod may be granted only after it has been
watered sufficiently to moisten the soil to the depth the sod is to be cut.
904-3.5 LAYING SOD. Sodding shall be performed only during the seasons when satisfactory
results can be expected. Frozen sod shall not be used and sod shall not be placed upon frozen soil.
Sod may be transplanted during periods of drought with the approval of the Engineer, provided the
sod bed is watered to moisten the soil to a depth of at least 4 inches immediately prior to laying the
sod.
The sod shall be moist and shall be placed on a moist earth bed. pitch forks shall not be used to
handle sod, and dumping from vehicles shall not be permitted. The sod shall be carefully placed by
hand, edge to edge and with staggered joints, in rows at right angles to the slopes, commencing at the
base of the area to be sodded and working upward. The sod shall immediately be pressed firmly into
contact with the sod bed by tamping or rolling with approved equipment to provide a true and even
surface, and insure knitting without displacement of the sod or deformation of the surfaces of sodded
areas. Where the sod may be displaced during sodding operations, the workmen when replacing it
shall work from ladders or treaded planks to prevent further displacement. Screened soil of good
quality shall be used to fill all cracks between sods. The quantity of the fill soil shall not cause
J:\002105\SPECS\904.DOC Section T-904 -2
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smothering of the grass. Where the grades are such that the flow of water will be from paved
surfaces across sodded areas, the surface of the soil in the sod after compaction shall be set
approximately I inch below the pavement edge. Where the flow will be over the sodded areas and
onto the paved surfaces around manholes and inlets, the surface of the soil in the sod after
compaction shall be placed flush with pavement edges.
At the end of any drainage outlet, the sod shall be pegged with wooden pegs not less than 12 inches
' in length and have a cross-sectional area of not less than 3/4 square inch. The pegs shall be driven
flush with the surface of the sod.
' 904-3.6 WATERING. Adequate water and watering equipment must be on hand before sodding
begins, and sod shall be kept moist until it has become established and its continued growth assured.
In all cases, watering shall be done in a manner which will avoid erosion from the application of
excessive quantities and will avoid damage to the finished surface.
' 904-3.7 ESTABLISHING TURF.
a. General. The Contractor shall provide general care for the sodded areas as soon as the
sod has been laid and shall continue until final inspection and acceptance of the work.
b. Protection. All sodded areas shall be protected against traffic or other use by warning
signs or barricades approved by the Engineer.
c. Mowing. The Contractor shall mow the sodded areas with approved mowing equipment,
depending upon climatic and growth conditions and the needs for mowing specific areas. In the
event that weeds or other undesirable vegetation are permitted to grow to such an extent that, either
cut or uncut, they threaten to smother the sodded species, they shall be mowed and the clippings
raked and removed from the area.
904-3.8 REPAIRING. When the surface has become bullied or otherwise damaged during the
' period covered by this contract, the affected areas shall be repaired to re-establish the grade and the
condition of the soil, as directed by the Engineer, and shall then be sodded as specified in 904-3.5.
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METHOD OF MEASUREMENT
904-4.1 This item shall be measured on the basis of the area in square yards of the surface covered
with sod and accepted.
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BASIS OF PAYMENT
904-5.1 This item will be paid for on the basis of the contract unit price per square yard for sodding, '
which price shall be full compensation for all labor, equipment, material, staking, and incidentals
necessary to satisfactorily complete the items as specified. I
Payment will be made under: ,
Bid Item No's. I-24 & II -20 Solid Sodding --per square yard
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ITEM T-905
' TOPSOILING
DESCRIPTION
905-1.1 This item shall consist of preparing the ground surface for topsoil application, removing
topsoil from designated stockpiles or areas to be stripped on the site, and placing and spreading the
topsoil on prepared areas in accordance with this specification at the locations shown on the plans or
as directed by the Engineer.
MATERIALS
905-2.1 TOPSOIL. Topsoil shall be the surface layer of soil with no admixture of refuse or any
material toxic to plant growth, and it shall he reasonably free from subsoil and stumps, roots, brush,
stones (2 inches or more in diameter), clay lumps or similar objects. Brush and other vegetation
'
which will not be incorporated with the soil during handling operations shall be cut and removed.
Ordinary sods and herbaceous growth such as grass and weeds are not to be removed but shall be
' thoroughly broken up and intermixed with the soil during handling operations. The organic content
shall he not less than 3% nor more than 20% as determined by the wet -combustion method (chromic
acid reduction). There shall be not less than 20% nor more than 80% of the material passing the 200
' mesh sieve as determined by the wash test in accordance with ASTM C 117.
Natural topsoil maybe amended by the Contractor with approved materials and methods to meet the
above specifications.
905-2.2 INSPECTION AND TESTS. Within 10 days following acceptance of the bid, the
' Engineer shall be notified of the source of topsoil to be furnished by the Contractor. The topsoil
shall be inspected to determine ifthe selected soil meets the requirements specified and to determine
the depth to which stripping will be permitted. At this time, the Contractor maybe required to take
' representative soil samples from several locations within the area under consideration and to the
proposed stripping depths. for testing purposes as specified in 905-2.1.
' CONSTRUCTION METHODS
905-3.1 GENERAL. Areas to be topsoiled shall be shown on the plans. If topsoil is available on
the site, the location of the stockpiles or areas to he stripped of topsoil and the stripping depths shall
he shown on the plans.
ISuitable equipment necessary for proper preparation and treatment of the ground surface, stripping of
topsoil, and for the handling and placing of all required materials shall be on hand, in good
condition, and approved by the Engineer before the various operations are started.
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905-3.2 PREPARING THE GROUND SURFACE. Immediately prior to dumping and spreading
the topsoil on any area, the surface shall be loosened by discs or spike -tooth harrows, or by other
means approved by the Engineer, to a minimum depth of 2 inches to facilitate bonding of the topsoil
to the covered subgrade soil. The surface of the area to be topsoiled shall be cleared of all stones
larger than 2 inches in any diameter and all litter or other material which may be detrimental to
proper bonding, the rise of capillary moisture, or the proper growth of the desired planting. Limited
areas, as shown on the plans, which are too compact to respond to these operations shall receive
special scarification. '
Grades on the area to be topsoiled, which have been established by others as shown on the plans,
shall be maintained in a true and even condition. Where grades have not been established, the areas
shall be smooth -graded and the surface left at the prescribed grades in an even and properly
compacted condition to prevent, insofar as practical, the formation of low places or pockets where
water will stand. '
905-3.3 OBTAINING TOPSOIL. Prior to the stripping of topsoil from designated areas, any
vegetation, briars, stumps and large roots, rubbish or stones found on such areas, which may interfere ,
with subsequent operations, shall be removed using methods approved by the Engineer. Heavy sod
or other cover, which cannot be incorporated into the topsoil by disking or other means shall be ,
removed.
When suitable topsoil is available on the site, the Contractor shall remove this material from the
designated areas and to the depth as directed by the Engineer. The topsoil shall be spread on areas
already tilled and smooth -graded, or stockpiled in areas approved by the Engineer. Any topsoil
stockpiled by the Contractor shall be rehandled and placed without additional compensation. Any
topsoil that has been stockpiled on the site by others, and is required for topsoiling purposes, shall be
removed and placed by the Contractor. The sites of all stockpiles and areas adjacent thereto which
have been disturbed by the Contractor shall be graded if required and put into a condition acceptable
for seeding.
905-3.4 PLACING TOPSOIL. The topsoil shall be evenly spread on the prepared areas to a
uniform depth of 6 inches after compaction, unless otherwise shown on the plans or stated in the
special provisions. Spreading shall not be done when the ground or topsoil is frozen, excessively
wet, or otherwise in a condition detrimental to the work. Spreading shall be carried on so that turfing
operations can proceed with a minimum of soil preparation or tilling.
After spreading, any large, stiff clods and hard lumps shall be broken with a pulverizer or by other ,
effective means, and all stones or rocks (2 inches or more in diameter), roots, litter, or any foreign
matter shall be raked up and disposed of by the Contractor. after spreading is completed, the topsoil
shall be satisfactorily compacted by rolling with a cultipacker or by other means approved by the
Engineer. The compacted topsoil surface shall conform to the required lines, grades, and cross
sections. Any topsoil or other dirt falling upon pavements as a result of hauling or handling of ,
topsoil shall be promptly removed.
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METHOD OF MEASUREMENT
' 905-4.1 Not Applicable.
' BASIS OF PAYMENT
905-5.1 Payment will be made under Item P-152.
' END OF ITEM T-905
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ITEM T-908
MULCHING
IDESCRIPTION
908-1.1 This item shall consist of furnishing, hauling, placing, and securing mulch on surfaces
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indicated on the plans or designated by the Engineer.
MATERIALS
' 908-2.1 MULCH MATERIAL. Acceptable mulch shall be the materials listed below or any
approved locally available material that is similar to those specified. Low grade, musty, spoiled,
partially rotted hay, straw, or other materials unfit for animal consumption will be acceptable. Mulch
materials, which contain matured seed of species which would volunteer and be detrimental to the
proposed ovcrseeding. or to surrounding farm land, will not be acceptable. Straw or other mulch
material which is fresh and/or excessively brittle, or which is in such an advanced stage of
decomposition as to smother or retard the planted grass, will not be acceptable.
' a. Hay. Hay shall be native hay, sudan grass hay, broomsedge hay, legume hay, or similar
hay or grass clippings.
' b. Straw. Straw shall be the threshed plant residue of oats, wheat, barley, rye, or rice from
which grain has been removed.
c. Hay Mulch Containing Seed. Hay mulch shall be mature hay containing viable seed of
native grasses or other desirable species stated in the special provisions or as approved by the
Engineer. The hay shall be cut and handled so as to preserve the maximum quantity of viable seed.
' Hay mulch which cannot be hauled and spread immediately after cutting shall be placed in
weather -resistant stacks or baled and stored in a dry location until used.
Id. Asphalt Binder. Asphalt binder material shall conform to the requirements ofASTM D
977, Type SS -1 or RS -l.
908-2.2 INSPECTION. Within 5 days after acceptance of the bid, the Engineer shall be notified of
sources and quantities of mulch materials available and the Contractor shall furnish him with
representative samples ofthe materials to he used. These samples maybe used as standards with the
approval of the Engineer and any materials brought on the site which do not meet these standards
shall be rejected.
CONSTRUCTION METHODS
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908-3.1 MULCHING. Before spreading mulch, all large clods, stumps, stones, brush, roots, and
other foreign material shall be removed from the area to be mulched. Mulch shall be applied
immediately after seeding. The spreading of the mulch may be by hand methods, blower, or other
mechanical methods, provided a uniform covering is obtained.
J:\2002\022 103 \S P IEC S\T-908. DOC
Section T-908 - I
Mulch material shall be furnished, hauled, and evenly applied on the area shown on the plans or
designated by the Engineer. Straw or hay shall be spread over the surface to a uniform thickness at
the rate of 2 to 3 tons per acre to provide a loose depth of not less than 1-1/2 inches nor more than 3
inches. Other organic material shall be spread at the rate directed by the Engineer. Mulch maybe
blown on the slopes and the use of cutters in the equipment for this purpose will be permitted to the
extent that at least 95% of the mulch in place onthe slope shall be 6 inches or more in length. When
mulches applied by the blowing method are cut, the loose depth in place shall be not less than 1 inch
nor more than 2 inches. 1
908-3.2 SECURING MULCH. The mulch on normal slopes of less than 5:1 shall be held in place
by light discing, asphalt binder, or other adhesive material approved by the Engineer. The mulch on
the channels slopes shall be held in place by erosion control matting as approved by the Engineer.
Where mulches have been secured by either of the asphalt binder methods, it will not be permissible
to walk on the slopes after the binder has been applied. The Contractor is warned that in the
application of asphalt binder material he must take every precaution to guard against damaging or
disfiguring structures or property on or adjacent to the areas worked and that he will be held
responsible for any such damage resulting from his/her operations.
908-3.3 CARE AND REPAIR. ,
a. The Contractor shall care for the mulched areas until final acceptance of the project. Such
care shall consist of providing protection against traffic or other use by placing warning signs, as
approved by the Engineer, and erecting any barricades that may be shown on the plans before or
immediately after mulching has been completed on the designated areas.
b. The Contractor shall be required to repair or replace any mulching and matting that is '
defective or becomes damaged until the project is finally accepted. When, in the judgment of the
Engineer, such defects or damages are the result of poor workmanship or failure to meet the
requirements of the specifications, the cost of the necessary repairs or replacement shall be borne by
the Contractor. However, once the Contractor has completed the mulching of any area in accordance
with the provisions of the specifications and to the satisfaction of the Engineer, no additional work at
his/her expense will be required, but subsequent repairs and replacements deemed necessary by the
Engineer shall be made by the Contractor and will be paid for as additional or extra work.
c. If the "asphalt spray" method is used, all mulched surfaces shall be sprayed with asphalt
binder material so that the surface has a uniform appearance. The binder shall be uniformly applied
to the mulch at the rate of approximately 8.0 gallons per 1,000 square feet, or as directed by the
Engineer, with a minimum of 6.0 gallons and a maximum of 10 gallons per 1,000 square feet
depending on the type of mulch and the effectiveness of the binder securing it. Bituminous binder
material may be sprayed on the mulched slope areas from either the top or the bottom of the slope.
An approved spray nozzle shall be used. The nozzle shall be operated at a distance of not less than 4
feet from the surface of the mulch and uniform distribution of the bituminous material
shall be required. A pump or an air compressor of adequate capacity shall be used to insure uniform
distribution of the bituminous material.
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d. If the "asphalt mix" method is used, the mulch shall be applied by blowing, and the
asphalt binder material shall be sprayed into the mulch as it leaves the blower. The binder shall be
uniformly applied to the mulch at the rate of approximately 8.0 gallons per 1,000 square feet or as
directed by the Engineer, with a minimum of 6.0 gallons and a maximum of 10 gallons per 1,000
square feet depending on the type of mulch and the effectiveness of the binder securing it.
METHOD OF MEASUREMENT
908-4.1 Mulching shall be considered as subsidiary to Bid Item for seeding.
BASIS OF PAYMENT
908-5.1 Payment for mulching will be made under Bid Item Seeding. The price shall be full
compensation for furnishing all materials and for placing and anchoring the materials, and for all
labor, equipment, tools, and incidentals necessary to complete the item.
END OF ITEM T-908
J:\2002\022103\SPECS\T-908.DOC Section T-908 - 3
El
L
L-108 INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
DESCRIPTION
108-1.1 This item shall consist of underground cable furnished and installed in accordance with this
specification at the locations and in accordance with the design, dimensions, and details shown in the
plans. This item shall include the excavation and backfill of the trench and the installation of cable
and counterpoise wire in trench, duct or conduit. It shall include splicing, cable marking, and testing
of the installation and all incidentals necessary to place the cable in operating condition as a
completed unit to the satisfaction of the engineer. This item shall not include the installation of the
' duct or conduit.
EQUIPMENT AND MATERIALS
108-2.1 GENERAL.
' (a) Airport lighting equipment and materials covered by FAA
specifications shall have the prior approval of the Federal Aviation Administration, Airports Service,
Washington, D.C. 20591, and shall be listed in Advisory Circular 150/5345-1, Approved Airport
Lighting Equipment.
' (b) All other equipment and materials covered by other referenced specifications shall be
subject to acceptance through manufacturer's certification of compliance with the applicable
specification, when requested by the Engineer.
108-2.2 CABLE. Underground cable shall conform to the requirements ofType C manufactured in
accordance with the requirements of IPCEA S-66-524. The cable shall be marked with the
' manufacturer's name or trademark, cable trade names or catalog number, conductor size, and voltage
rating. The markings shall he spaced at least every two feet and should not affect the smoothness of
the cable surface.
Each underground cable shall be No. 8, AWG. The cable shall be a first -grade commercial product,
free from defects in material and workmanship that may affect either life or performance.
' 108-2.3 BARE COPPER WIRE (Counterpoise). Bare copper wire for counterpoise installations
shall be stranded wire conforming to ASTM Specifications B3 and B8, No. 6 AWG.
108-2.4 CABLE CONNECTIONS. In -line connections of underground primary cables shall be
"cast splice". A cast splice, employing a plastic mold and using epoxy resin equal to that
manufactured by Minnesota Mining and Manufacturing Company, "Scotchcast" Kit No. 82--A, or as
manufactured by Hysol Corporation, "Hyseal Epoxy Splice" Kit No. E 1 135, for potting the splice is
approved.
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Section L-108 - I
CONSTRUCTION METHODS
108-3.1 GENERAL. The Contractor shall install the specified cable at the approximate locations '
indicated in the Plans. The Engineer shall approve specific locations.
108-3.2 INSTALLATION IN DUCT OR CONDUIT. This item includes the installation of the '
cable in duct as described below. The maximum number and voltage ratings of cables installed in
each single duct and the current -carrying capacity of each cable shall be in accordance with the latest
National Electric Code, or the code of the local agency having jurisdiction.
The Contractor shall make no connections or joints of any kind in cables installed in conduits or
ducts.
The duct or conduit shall be installed as a separate item in accordance with Item L-110, "Installation
of Airport Underground Electrical Duct." The Contractor shall make sure that the duct is open,
continuous, and clear of debris before installing cable. The cable shall be installed in a manner to
prevent harmful stretching of the conductor, injury to the insulation, or damage to the outer
protective covering. The ends of all cables shall be sealed with moisture -seal tape before pulling into
the conduit and it shall be
left sealed until connections are made. Where more than one cable is to be installed in a duct under
the same contract, all cable shall be pulled in the duct at the same time. The pulling of a cable
through ducts or conduits may be accomplished by handwinch or power winch with the use of cable
grips or pulling eyes. Pulling tensions should be governed by recommended standard practices for
straight pulls or bends. A lubricant recommended for the type of cable being installed shall be used
where pulling lubricant is required. Duct or conduit markers temporarily removed for excavations
shall be replaced as required.
108-3.3 TRENCHING. Trenches for cables may be excavated manually or with mechanical
trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder
surface is disturbed. Road patrols or graders shall not be used to excavate the trench with their
blades. The bottom surface of trenches shall be essentially smooth and free from coarse aggregate.
Cable trenches shall be excavated to a minimum depth of 18 inches
below finished grade.
The Contractor shall excavate all cable trenches to a width not less than 6 inches. The trench shall
be widened where more than two cables are to be installed parallel in the same trench. Unless
otherwise specified in the Plans, all cables in the same location and running in the same general
direction shall be installed in the same trench.
108-3.4 INSTALLATION IN TRENCHES. The Contractor shall not use a cable plow for
installing the cable. Mechanical cable -laying equipment maybe used in conjunction with a trenching
machine if specified on project Plans and Specifications; and it should provide for physical
inspection of cable prior to backfilling. Sharp bends or kinks in the cable shall not be permitted.
J:\2002\022103\SPECSU-l08.DOC Section L-108 -2
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Not less than 1 foot of cable slack shall be left on each side of splices. The slack cable shall be
placed in the trench in a series of S -curves.
108-3.5 BACKFILLING CABLE TRENCHES NOT UNDER PAVEMENT. After the cable
has been installed, the trench shall be backfilled with a layer 3 inches deep, loose measurement, and
the backfill shall be either earth or sand containing no mineral aggregate particles that would be
retained on a 1/4 -inch sieve. This layer shall not be compacted. The second layer shall be 5 inches
' deep, loose measurement, and shall contain no particles that would be retained on a I -inch sieve.
The remainder of the backfill shall be excavated or imported material and shall not contain stone or
aggregate larger than 4 inches maximum diameter. The third and subsequent layers of the backfill
shall not exceed 8 inches in maximum depth, loose measurement.
The second, and subsequent layers shall be thoroughly tamped and compacted to at least the density
' of the adjacent undisturbed soil, and to the satisfaction of the Engineer. If necessary to obtain the
desired compaction, the backfill material shall be moistened or aerated as required.
' Cable trenches located under area to be paved shall be backfilled entirely with compacted SB-2
crushed stone aggregate per the Plans.
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108-3.6 RESTORATION. Where sod has been removed, it shall be replaced as soon as possible
after the back filling is completed. All areas disturbed by the trenching, storing of dirt, cable laying,
pad construction, and other work shall be restored to its original condition. The restoration shall
include any necessary topsoiling, fertilizing and seeding, or sodding. All such work
shall be performed in accordance with the FAA Standard Specifications, as revised for this Project.
The Contractor shall he held responsible for maintaining all disturbed surfaces and replacements
until final acceptance.
108-3.7 CABLE MARKERS. The location of runway light circuits shall he marked by a concrete
slab marker, 2 feet square and 4 inches thick, extending approximately 1 inch above the surface.
Cable markers shall be installed immediately above the cable at the splices on each end of the proposed
taxiway. The Contractor shall impress the words "CABLE" and "SPLICE" on each cable marking slab.
The letters shall be approximately 4 inches high and 3 inches wide, with width of stroke 1/2 inch and
1/4 inch deep stenciled in the concrete.
108-3.8 SPLICING.. Connections of the type shown in the plans shall be made by
experienced personnel regularly engaged in this type of work and shall he made as follows:
a. Cast Splices. These shall be made by using crimp connectors for jointing conductors.
Molds shall be assembled, and the compound shall be mixed and poured in accordance with
manufacturer's instructions and to the satisfaction of the Engineer.
b. Vulcanized Splices. These shall be made by using crimp connectors for joining
conductors. The splice shall be made, using compounds furnished by the manufacturer, in
accordance with his/her instructions and to the satisfaction of the Engineer.
i eoo2\o2210)\Srecs\L-Ios ocx. Section L-108 -3
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c. Field -attached Plug-in Splices. These shall be assembled in accordance with
manufacturer's instructions. These splices shall be made by plugging directly into mating
connectors. In all cases the joint where the connectors come together shall be wrapped with at
least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped,
extending at least 1-1/2 inches (37 mm) on each side of the joint.
d. Factory -Molded Plug-in Splices. These shall be made by plugging directly into mating
connectors. In all cases, the joint where the connectors come together shall be wrapped with at
least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped,
extending at least 1-1/2 inches (37 mm) on each side of the joint.
e. Taped Splices. A taped splice shall be made in the following manner:
Bring the cables to their final position and cut so that the conductors will butt. Remove
insulation and jacket allowing for bare conductor of proper length to fit compression sleeve '
connector with 1/4 inch (6 mm) of bare conductor on each side of the connector. Use a sharp
knife to pencil insulation and jacket at approximately the same angle as a pencil point. Care
must be taken to avoid nicking or injuring the conductor during removal of insulation or
penciling. Do not use emery paper on splicing operation since it contains metallic particles. The
copper conductors shall be thoroughly cleaned. Join the conductors by inserting them equidistant
into the compression connection sleeve. Crimp conductors firmly in place with crimping tool
that requires a complete crimp before tool can be removed. Test the crimped connection by
pulling on the cable. Scrape the insulation to assure that the entire surface over which the tape
will be applied (plus 3 inches (75 mm) on each end) is clean. After scraping wipe the entire area
with a clean lint -free cloth. Do not use solvents.
Apply high -voltage rubber tape one-half lapped over bare conductor. This tape should be
tensioned as recommended by the manufacturer. Voids in the connector area may be eliminated
by highly elongating the tape stretching it just short of its breaking point. Throughout the rest of
the splice less tension should be used. Always attempt to exactly half -lap to produce a uniform
buildup. Continue buildup to 1-1/2 times cable diameter over the body of the splice with ends
tapered a distance of approximately 1 inch (25 mm) over the original jacket. Cover rubber tape
with two layers of vinyl pressure -sensitive tape one-half lapped. Do not use glyptol or lacquer '
over vinyl tape as they react as solvents to the tape. No further cable covering or splice boxes are
required.
If shielded cable is to be spliced, prepare cable as for a regular taped splice, except that the
neoprene jacket shall be removed a distance not less than 5 inches (125 mm) from the beginning
of the penciled portion. Carefully unwrap the shielding tape from that portion where jacket has
been removed and cut off so that it extends about 1 inch (25 mm) from end of the jacket.
Proceed with the taped splice as described above and tape up to 1/4 inch (6 mm) from the shield
on both ends. Build up rubber tape to a thickness equal to the insulation thickness or 5/16 inch
(9 mm) over connector.
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Next wrap one-half lapped layer of semi -conducting tape (Scotch No. 13 Semi -Conducting Tape,
or equal) over splicing tape and 1/4 inch (6 mm) onto the shielding tape. Wrap a fine, flat
shielding braid one-half lapped over the splice extending 1/2 inch (12 mm) onto the metallic
shielding. Solder ends of braid to metallic shielding tape. A bonding wire, (Minimum No. 14
Stranded Copper) equal to the current carrying capacity of the metallic shield, should have the
individual strands wrapped around the metallic shield at both ends of the splice. These strands
should be tack soldered to the shield in several places. The cable sheath should be replaced by
' wrapping with two one-half lapped layers of vinyl tape extending 2 inches (50 mm) onto the
cable jacket.
' The above described splice is for a straight -through splice with continuity of shielding.
108-3.9 BARE COUNTERPOISE WIRE INSTALLATION. As shown in the Plans, a
stranded bare copper wire, No. 6 AWG size, shall be installed for lightning protection of the
underground cables. The bare counterpoise wire shall be installed in the same trench for the
entire length of the insulated cables it is designed to protect, and shall be placed at a distance of
approximately 4 inches (100 mm) from the insulated cable. The counterpoise wire shall be
securely attached to each light fixture base, or mounting stake. The counterpoise wire shall also
' be securely attached to copper or copper -clad ground rods installed not more than 1,000 feet (300
m) apart around the entire circuit. The ground rods shall be of the length and diameter specified
in the plans, but in no case shall they be less than 8 -feet (240 cm) long nor less than 5/8 inch (I5
mm) in diameter.
The counterpoise system shall terminate at the transformer vault or at the power source. It shall
' be securely attached to the vault or equipment grounding system. The connections shall be made
as shown in the project plans and specifications.
'• 108-3.10 TESTING. The Contractor shall furnish all necessary equipment and appliances for
testing the underground cable circuits after installation. The Contractor shall test and demonstrate to
the satisfaction of the Engineer the following:
(a) That all lighting power circuits are continuous and free from short circuits.
(b) That all circuits are free from unspecified grounds.
(c) That the insulation resistance to ground ofall nongrounded series circuits is not less
than 50 megohms.
(d) That the insulation resistance to ground of all nongrounded conductors of multiple
circuits is not less than 50 megohms.
(e) That all circuits arc properly connected.
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Section L-108 - 5
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(f) That all circuits are operable. Tests shall be conducted that include operating each
control not less than 10 times and the continuous operation of each lighting and
power circuit for not less than 1/2 hour.
METHOD OF MEASUREMENT '
108-4.1 The quantity of trench to be paid for shall be the linear feet of trench, including the
excavation, backfill, and reconditioning, completed, measured as excavated, and accepted as
satisfactory. This work shall be paid for as a part of the payment for cable, and/or counterpoise wire;
separate and direct payment for trenching will not be made.
108-4.2 The footage of cable or counterpoise wire installed in trench to be paid for shall be the
number of linear feet of cable or counterpoise wire installed in trenches measured in place,
completed, ready for operation, and accepted as satisfactory. Separate measurement shall be made
for each cable or counterpoise wire installed in trench.
108-4.3 The footage of cable or counterpoise wire installed in duct or conduit to be paid for shall be
the number of linear feet measured in place, completed, ready for operation, and accepted as
satisfactory.
108-4.4 Separate measurement shall be made for each underground electrical duct. See Section
L-110. ,
BASIS OF PAYMENT
108-5.1 Payment will be made at the contract unit price for cable trench, cable and bare counterpoise '
wire installed in trench or duct in place, installed by the Contractor and accepted by the Engineer or
Owner. This price shall be full compensation for furnishing all materials and for all preparation and
installation of these materials, and for all labor, equipment, tools, and incidentals necessary to
complete this item. Payment for cable trench shall include trenching, backfill, and all other
miscellaneous items associated with a complete installation.
Payment will be made under:
Bid Item No. I-31 Lighting Cable, Counterpoise, and Trench, per linear foot
END OF ITEM L-108
J:\2002\022103\SPECS\L-108.DOC Section L-108 - 6
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L-1 10 INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT
DESCRIPTION
110-1.1 This item shall consist of constructing underground electrical ducts in accordance with this
Specification at the locations and in accordance with the dimensions, designs, and details shown in
the Plans. This item shall include the installation of all underground electrical ducts or underground
conduits. It shall also include all trenching, backfilling, removal, concrete encasement, installation
of steel drag wires and duct markers, capping, and the testing of the installation as a completed duct
system ready for installation of cables, to the satisfaction of the Engineer.
EQUIPMENT AND MATERIALS
110-2.1 GENERAL. All equipment and materials covered by referenced Specifications shall be
subject to acceptance through manufacturer's certification of compliance with the applicable
specification when so requested by the Engineer.
I110-2.2 PLASTIC CONDUIT. Plastic conduit and fittings shall conform to the requirements of
Fed. Spec. W -C- 1094 and shall be Type!, suitable for underground use either directly in the earth or
encased in concrete.
' CONSTRUCTION METHODS
I110-3.1 GENERAL. The Contractor shall install underground ducts at the approximate locations
indicated in the Plans. The Engineer shall approve specific locations as the work progresses. Ducts
shall be of the size, material, and type indicated in the Plans or Specifications. All duct lines shall be
'• laid so as to grade toward duct ends for drainage. Grades shall beat least 3 inches per I00 feet. On
runs where it is not practicable to maintain the grade all one way, the duct lines shall be graded from
the center in both directions toward duct ends. Pockets or traps where moisture may accumulate
shall be avoided
Al! ducts installed shall be provided with a No. 10 gauge galvanized iron or steel drag wire for
' pulling the permanent wiring. Sufficient length shall be left in manholes or handholes to bend the
drag wire back to prevent it from slipping hack into the duct. Where spare ducts are installed, as
indicated on the Plans, the open ends shall be plugged with removable tapered plugs, designed by
the duct manufacturers, or with handwood plugs conforming accurately to the shape of the duct and
having the larger end of the plug at least 1/4 inch greater in diameter than the duct.
All ducts shall be securely fastened in place during construction and progress of the work and shall
be plugged to prevent seepage of grout, water, or dirt. Any duct section having a defective joint shall
not be installed.
All ducts, except PVC conduit, installed under the apron area shall be encased in a concrete
envelope. PVC conduit under the apron area shall be backfilled with crushed aggregate, Item P-209.
J:\2002\022103\SPECS\L-I I0.DOC Section L-110 - I
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Where turf is well established and the sod can be removed, it shall be carefully stripped and properly
stored.
Trenches for ducts may be excavated manually or with mechanical trenching equipment. Walls of
trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Blades of
road patrols or graders shall not be used to excavate the trench. The Contractor shall ascertain the
type of soil or rock to be excavated before bidding.
110-3.2 DUCTS ENCASED IN CONCRETE. Unless otherwise shown in the Plans,
concrete -encased ducts shall be installed so that the top of the concrete envelope is not less than 18
inches below the finished subgrade where installed under runways, taxiways, aprons, or other paved
areas. Ducts under paved areas shall extend at least 3 feet beyond the edges of the pavement.
Trenches for concrete -encased ducts shall be opened the complete length before concrete is laid so
that if any obstructions are encountered, proper provisions can be made to avoid them. All ducts for
concrete encasements shall be placed on a layer of concrete not less than 3 inches thick prior to its
initial set. Where two or more ducts are encased in concrete, the Contractor shall space them not less
than 1 1/2 inches apart (measured from outside wall to outside wall) using spacers applicable to the
type of duct. As the duct laying progresses, concrete not less than 3 inches thick shall be placed
around the sides and top of the duct bank. End bells or couplings shall be installed flush with the
concrete encasement where required.
When directed, the Contractor shall supply additional supports where the ground is soft and boggy.
Concrete for backfill shall be proportioned in accordance with Section P-61 0.
110-3.3 DUCT AND CONDUIT MARKERS. The location of the ends of all ducts and conduits
shall be marked by a concrete slab marker 2 feet square and 4 inches thick extending approximately
1 inch above the surface. The markers shall be located above the ends of all ducts or duct banks,
except where ducts terminate in a handhole, manhole, or building.
The Contractor shall impress the work "DUCT" on each marker slab. He shall also impress on the
slab the number and size of ducts beneath the marker. The letters shall be 4 inches high and 3 inches
wide with width of stroke 1/2 -inch and 1/4 -inch deep or as large as the available space permits.
110-3.4 BACKFILLING. After concrete -encased ducts have been properly installed and the
concrete has had time to set, the trench shall be backfilled in 8 -inch loose layers with crushed stone
aggregate compacted to the required density (P-209). If necessary to obtain the desired compaction,
the backfill material shall be moistened or aerated as required.
Trenches shall not be excessively wet and shall not contain pools of water during backfilling
operations.
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Section L-1 10-2
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The trench shall be completely backfilled and tamped level with the adjacent surface: except that,
when sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the
thickness of the sod to be used, with proper allowance for settlement.
Any excess excavated material shall be removed and disposed of in accordance with instructions
issued by the Engineer.
110-3.5 RESTORATION. Where sod has been removed, it shall be replaced as soon as possible
after the backfilling is completed. All areas disturbed by the trenching, storing of dirt, cable laying
and other work shall be restored to its original condition. The restoration shall include any necessary
topsoiling, fertilizing, liming, seeding, sprigging, or mulching. All such work shall be performed in
accordance with the FAA Standard Turfing Specifications. The Contractor shall be held responsible
for maintaining all disturbed surfaces and replacements until final acceptance.
METHOD OF MEASUREMENT
110-4.1
The quantity
of underground duct and conduit to be
paid for under this item shall be the
number
of linear feet
of each installed, measured in place,
completed with duct markers, and
accepted.
Separate measurement shall be made for the various types and sizes.
BASIS OF PAYMENT
110-5.1 Payment will be made at the contract unit price for each type and size of duct and conduit
completed and accepted. This price shall be full compensation for furnishing all materials (including
crushed aggregate), and for all preparation, assembly, and installation of these materials, and for all
labor, equipment, tools, and incidentals necessary to complete this item. Concrete for encasement,
where required, shall also be included in the bid price per linear foot of duct.
Payment will be made under:
Bid Item No. 1 —32 2 -Inch Conduit for Lighting Cable, per Linear Foot.
Bid Item No. 1-34 2 -Way 4" Encased Electrical Duct (Split Conduit), per Linear Foot.
' Bid Item No. 1-33 2 -Way 4" Encased Electrical Duct, per Linear Foot.
IBid Item No. 1-35 2 -Way 6" Encased Electrical Duct (Split Conduit), per Linear Foot.
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Bid Item No. 11-24 2 -Way 4" Encased Electrical Duct (Split Conduit), per Linear Foot.
Bid Item No. 1-36 8 -Way 4" Encased Electrical Duct, per Linear Foot.
END OF ITEM L-110
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L-125 INSTALLATION OF AIRPORT LIGHTING SYSTEMS
DESCRIPTION
125-1.1 This item shall consist of airport lighting systems furnished and installed in accordance with
this specification, the referenced specification, and the applicable advisory circulars. The systems
are installed at the location and in accordance with the dimensions, design, and details shown in the
plans. This item shall include the furnishing of all equipment, materials, services, and incidentals
necessary to place the systems in operation as completed units to the satisfaction of the engineer.
125-1.2 Additional details pertaining to a specific system covered in this item are contained in the
advisory circulars listed below. Which are available at the FAA website http/www.faa.gov/
' 125-1.3 AC 150/5340-24, Runway and Taxiway Edge Lighting System.
' 125-1.3 AC150/5345-10E, Specification for Constant Current Regulators, L-829, Class 1, Style 1.
125-1.4 ACI50/5345-26B, Specification for L-823 Plug and Receptacle, Cable Connectors.
125-1.5 AC I 50/5345-42C, Specification for Airport Light bases, Transformer Housings, Junction
Boxes, and Accessories.
125-1.6 AC150/5345-46A, Specification for Runway and Taxiway Light Fixture.
125-1.7 AC I 50/5345-47A, Isolation Transformers for Airport Lighting Systems.
125-1.8 AC150/5345-48, Specification for Runway and Taxiway Lights.
EQUIPMENT AND MATERIALS
125-2.1 GENERAL.
(a) Airport lighting equipment and materials covered by FAA specifications shall have the
' prior approval of the Federal Aviation Administration, Airports Service. Washington, D.C. 20591,
and shall be listed in Advisory Circular 150/5345-I, Approved Airport Lighting Equipment.
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(b) All other equipment and materials covered by other referenced specifications shall be
subject to acceptance through the manufacturer's certification of compliance with the applicable
specifications.
(c) Lists of the equipment and materials required for a particular system are contained in the
applicable advisory circulars.
J:\2002\022103\SPECS\L-I25.DOC Section L-125 - I
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125-2.2 TAPE. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Number 88,
respectively, as manufactured by the Minnesota Mining and Manufacturing Company, or an
approved equal.
125-2.3 CONCRETE. Concrete for backfill shall be proportioned in accordance with Section
P-610.
125-2.4 CONDUIT. Rigid steel conduit and fittings shall conform to the requirements of Fed. Spec.
WW -C-581.
125-2.5 SQUEEZE CONNECTORS. Squeeze connectors, if specified, shall be equal to
Crouse -Hinds Company, type COB cable connector with neoprene rubber bushing.
125-2.6 TEES. Large radius bend tees, if specified, shall be equal to Crouse -Hinds Company No.
ET -43.
125-2.7 REGULATORS. The Taxiway Regulator shall be size 4 kw Type I, Class I, Style I. The
constant current regulator shall be manufactured according to FAA Specification L-828, Constant
Current Regulators. .
CONSTRUCTION METHODS
125-3.1 GENERAL. The installation and testing details for the systems shall be as specified in the
Plans or applicable advisory circulars.
125-3.2 PLACING LIGHTS. The light fixtures shall be installed at the location indicated in the
Specifications and according to the details given in the Plans.
125-3.3 INSTALLING REGULATORS. The regulator shall be installed on the floor of the
enclosure as shown on the Drawings.
125-3.4 SPARE PARTS. The Contractor shall provide the following spare parts for the lighting
system:
Lenses Taxiway - 5
Bulbs 30 Watt - 10
L-830 Transformers - 2
L-823 Connector Kits - 3
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METHOD OF MEASUREMENT
125-4.1. The quantity of lights, bases, junction boxes and accessories to be paid for under these
items shall be the number of each type installed as completed units in place, ready for operation, and
accepted by the Engineer. The regulator to be paid for under these items shall be the complete
installation of the regulator placed and ready for operation, and accepted by the Owner and the
Engineer.
BASIS OF PAYMENT
125-5.1 Payment will be made at the contract unit price for each complete item installed in place by
the contractor and accepted by the engineer. This price shall be full compensation for furnishing all
materials and for all preparation, assembly, and installation of these materials, and for all labor,
equipment, tools, and incidentals necessary to complete this item.
Payment will be made under:
Bid Item No. 1-27 Taxiway Light Relocation including Base, per each.
Bid Item No. 1-28 New Medium Intensity Lights, including Transformers, and Connectors, per
each.
' Bid Item No. 1-29 New Taxiway Light Base in Concrete, per each.
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Bid Item No. 1-30 New Taxiway Sign, per each.
END OF SECTION
]:\2002\022103\SPECS\l. I25.DOC Section L-125 -3
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SOIL STABILIZATION FABRIC
DESCRIPTION
This item shall consist of furnishing and installing soil stabilization fabric on the aprons and taxiway
subgrade as required. The soil stabilization fabric shall be placed over areas which have become too
wet or soft to support the compaction of off -site borrow on the native subgrade, as directed by the
' Engineer in lieu of excavation of unsuitable material and backfill with off -site borrow material. It is
anticipated that only a small quantity, if any, fabric will be needed for this project.
' MATERIALS
The soil stabilization fabric shall be equal to Fibertex Ten -2 or Mirafi 500X woven polyprophylene
or Fihertex 200, Typar 3401 and TREVIRA S-1 120 non -woven fabrics. Other fabrics must be
approved by the Engineer upon submittals of technical data.
' CONSTRUCTION METHODS
The subgrade shall be cleared of all sharp objects, tree stumps, roots, and large stones that could
puncture the fabric. In areas in which the fabric is to be installed, the topsoil shall be removed, and
the subgrade cut to the proper grade. Fabric shall be overlapped a minimum of two (2') feet or as
' recommended by the manufacturer. In windy weather the soil or rocks should he placed on the fabric
to hold it until the select borrow material is dumped and spread. No vehicles should be allowed to
drive directly on the fabric.
' Following normal construction practices, trucks are used to back -dump borrow material onto the
fabric. Spreading the material is best accomplished with a tracked bulldozer. Lighter weight models
' are recommended for softer subgrades. Front-end loaders and motor graders should be avoided
because they exert greater pressure on the subgrade. Vibratory compactors can be used, but only
after reasonable compaction and rut stability have been established by bulldozer. The Contractor
shall install the fabric per the manufacturer's recommendations.
Should the fabric be damaged during installation, the damaged section should he exposed and a
' patch of fabric placed over it. The patch should be large enough to overlap onto unaffected areas by
4 feet. The borrow material is than to be replaced and compacted. Initial compaction should be
made by "walking" a tracked bulldozer back and forth over the just -spread aggregate while waiting
for the next load. Do not grade down ruts; simply fill with additional material and compact.
' METHOD OF MEASUREMENT
Payment for the soil stabilization fabric shall be made for the number of square yards completed and
installed as measured in place excluding all laps in the fabric and acceptance of the work by the
Engineer. The quantity given is to establish a unit price for this item of work.
1
J:\2002\022103\SPECS\SOILFABRIC.DOC Stabilization Fabric -1
BASIS OF PAYMENT
Payment shall be made according to the unit price bid in the Proposal. Payment under this item shall
be full compensation for furnishing of all materials, labor, and other incidentals necessary to
complete this form.
Payment shall be made under:
Bid Item No's. I-8 & II -8 Soil Stabilization Fabric, per square yard.
END OF SECTION
J:\2002\022103\SPECS\SOILFABRIC.DOC Stabilization Fabric -2
' 6/6/89 • • SW 52 00 -SA
(2) Notams on shutdown or irrearlar operation of FAA -aped facilities
' shall be issued and cancelled only by FAA employees. Notans on airport
conditions shall be issued and cancelled only by the airport sponsor. Anv
person having reason to believe that a Notam• is missing, inlete, or
' inaoth cc uate shall notify the responsible person.
g. Vehicle Identification- FAA emamloyees who operate vehicles on an
airport shall msply with the airport wner's rules for vehicle rarking,
' lighting, and operations, unless FAA requiratents are rnre strirgent-
Vehicles operates by FAA emloyees on active runways, taxi's, or safety
areas shall be marked with orange and crate flags or flashing yellow beacons
during daylight hours, and with flashing yellow beacons at night. Contractors
and suppliers shall be intoned of the applicable requirements of the airport
sponsor by the FAA or airport sponsor employee responsible for the work.
h. Controlling Access To Aircraft Operational Areas
(1) Vehicle and pedestrian access routes for airport construction and
' ra_intenance shall be controlled as necessary to prevent inadvertent or
unauthorized entry of persons, vehicles, and animals. The arnunt of
construction traffic or local security/safety rules tray require use of
' person.-'iel to control access through gates or fencing„ or across aircraft.
rrcver-ent areas. Radio c--.ainicat ions tray be requjsd between these personnel
and a Control Tower if e;ui.--nent and personnel must enter or cross an active
Aircraft Movement Area. -
(2) Vehicle par)cuv areas for FAA and contractor emcloyees shall be
designated in advance to minimize vehicle traffic in ai_rtzaft troverent areas
' whale still providing reasonable employee access to the job site.
9. StANG.D SAFETY SVECIFrCATIONS. General safety provisions which apply
' during contract cork on airports are contained in the following dcc meents:
a. Facilities and Ecuiprent (F & E) Pro; -am projects - Additional General
Provisions, FAA P-1, Clause No. 75, "Special Precautions for Work at Operating,
Airports.'.
b- Airport Lmrova-ent Progran (Al?) projects - Advisory Cir^._.rlar
' 150/5370-10, "Stardards for Specifyirry Construction of Airports," C -meal
Provsions 40-05, Nainte^arce of Traffic: 70-08, 53j- rcades', Warning Signs,
and Hazard Merkur; 80-04, Limitation of Ctrations.
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lo. p5oIE r SPECIFICATIONS. Specific safety requirernnts for a project may be
develcped usury the guide in ADcen ix 1 of this Order, or ray be written or
provided in other fo_n s which provide similar guidance_ The projeca safety
reqniitents shall be included in the plans and specifications, as arolicable,
when an invitation for bids is issued.
Don P. Watson -
Regional Adm nistrator '
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' (4) Closed rurr_av rrarkitn:
(a) Use yellow "X" marking as s.`,a n ir. A.C. 150/5340-1.
' (b) Closed runway marking is not recu red on airports with
24 -hair Control T wens if the closed rursay cannot be mistaken by pilots for
new -by open run-ays and the airport operator consents to cutting then. In
sate cases, closed rurrway marking world interfere with the use cf the runway
for aircraft taxiing if this is to be allowed while the runway is closed for
landings and takeoffs.
(c) Closed nn -ay r:ezvl i g is not rent,; zt on runways t hich are
closed only at night provided that:
1 Atnway lighting and visual aids are off,
2 Notarrs are in effect regarding the closure.
(5) Hazard rrarkira (barricades, traffic ones, flashers, etc.) shall
be used:
' (a) To outline ins v�ior./raintenance areas w'iich are
accessible to anwaft, persons, or vehicles,
' (b) To identify isolated hazards such as coen ranholes, small
areas under rezair, stccciled irate_r±al, 'ste areas, etc.,
(c) To prevent aircraft from taxiing onto a closed i:untay for
takeoff,
(d) To identify FM, airport, and National Weather Se_ivice
' facilities, cables, power lines, ILS critical areas arcs other sensitive areas,
in order to prevent da.2ce, int '-fe_-ance, and facility shutdwn.
1 e. Navigation :ids and Irst-u* went Acprcacr Prtceciures
(1) The red to shut dc -n navigaticra_, acor-..ach, or visual aids
'small be dete_^ined on a case -by -case basis. Flight Stard.ards, Air Traffic,
Airports, and Air -ay Facilities offices shall be involved in the decision as
;sa.ry.
'(2) Ccrs�tc ion on or rz°- r : re _z.s -ay severely restrict the use of
S -.an -`-d Irg--=eaz Fmroe ch Prtedures, am ail phases of the project shall be
co+or in:.ed with the F!ieht Prcc u -es .arc, ASS -220, to deter -Wore the
' effects.
- Nazi To Ainren (?tC Lf )
' (1) exx. rsiil:ty fc_ iss,:-c ,:cza-s that! be deta:.,ined before
CT-s`ruczicn or rab-rc nonce b ir.s. Refer to Ct-de.r 7930.1, National Notice to
an Svs.s.
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U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
Scuthwes-t Region
Fort Worth, Tecs
Airport Safety Daring FAA-Ftnrded Airport Construction and FAA
SUBJ: Facilities Maintenance
Sr 5200.5=.
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1. AIRFiSE. This Order establishes airport safety standards for FAA -fu -d&
ccostructicn and FAA facilities maintenance.
2. DISIRrnlrroN. This Order is distributed to the Section level in the
Airports and Airway Facilities Divisions, to the Bran h level in the F1ic_ht
standards, Air Traffic, and Civil Aviation Security Divisions, to all
Southwest Region field offices and facilities, and to F & E Field
Instal la tiorl,/Construction Representatives.
3. CANCELLATION. -Order SW 5200.5, Safety. Requ.ix'e nts on Airports Curing '
Agency Funded Construction Activity, dated 11/21/75, is cancelled.
4. DCVLANTICN OF C-9sJCS. This order revises and ur ates crite_-ia to to us '
during ccnsz ucticn and maintenance on airports, consistent with curre-r
Advisory Cir-,ala_-s and agency safety regulations. _
5. D&-IMTZCNS.
a. Airport Elevation - the highest point on the laniisg surface of an
airport.
S. Certificated Airport - an airport which, by law, is safety regulated by
the FAA under Part 139 of the Federal Aviation Regulations, and which operates
racer specific safety requiz P-nts which apply to rraintenancz and cons�=ction
activities on the airport. Certificated airports are listed in Appendix 2.
c. Displaced Threshold - a runway larding threshold which is located at a
Point other than at the beginning of the full-strexth pave=,eht. A ts�oz:
displace^ent.ray be used to give larding aircm-aft adequate clearance over
cxnstruction equip-nent or other objects in the approach area of a rurr.ay or
adjacent to a runway.
d. Ors-,..=-c1e Fee` Zone (OFZ) - a design siar-r1ard involving iragirury ,
surfaces in the vicinity of a runway.. They are the Rur,..ay OFZ, Inner -
trans 1t1Or2! surface O: and Inre_r-Amrcach OFZ.
Ds:flDVijOn' n—.�— (: �,/l.v); :,-X-4 (r. Ai)
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' e- Cruction - a structure, natural grwth, vehicle or construction
' .at.erial which penetrates any airport imaginary surface defined by FAR Part 77,
inducing pru121y, transitional, approach, horizontal, and conical surfaces.
f. Relocated 'threshold - a runway end which is not located at the physical
end of the pavement. If part of a nunay is closed for landing and takeoff
beginning at the pavement end, then the threshold has been relocated. (Note:
this term is not used in the Notice to Airren system-)
g. Safety Area - the ground surface next to runways, taxiways, and
aircraft parking areas which is expectth to be graded, drained and free of any
hazardous surface variations and nonfrrrx,ible objects, and chidz:is to raiuce
the risk of damage to an air_Laft inadvertently leaving airport pavement.
h. Small Aircraft - one weighing 12,500 ]bs- or less maxbtum certificated
takeoff weight.
i Lame Aircraft - one weicdti.ng more than 12,500 lbs. maximum
certificated takeoff weight. -
6. PROCEEURES. Aviation safety is a prirary consideration during airport
cons`JCZion and facilities maintenance. These activities shall be planned
and scjteduled to minimize disruption of norral aircraft ground and air
traffic. For airports subject to FAR 107, Airport Security, the airport
operator's security program standards shall be observed in the areas of access
control, and movement and identification of corstnction and FAA personnel and
vehicles.
' a These standards shall be used to develop s ecific safety m asures ctiici
FAA e loyees, grants, and contractors Shall adhere to during these
activities on all airports in the Southwest Region. They provide a reasonable
level of safety, but aircraft operations, weather, security, or local airport
rules ray require use of more stringent safety measures. Use of less stringent
• reasures and changes that inn cc security controls is pear utted only after
coor',..iration betty n ?2 -r -ports, ALr Traffic, ?Jr -ay Facilities; Flight
'Suntan's, and Civil Aviation Security Divisions, airprt management, and
affeced aviation users.
'b. Bid dccrents for on -airport corsnan tnJction or raintece projects s1 ?
include general and specific safety regpsi 'rents, based on Appendix 1 to this
Order, so t at contractors are aLa_-e Of the cos zs and ccnst aims %-Rich %-iil
apply duri m the project to rgiin•t L a he level of aviation safety.
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c. If the clearances and restrictions described in this order can- be
maintained while construction or maintenance is urge_ -.ray, action will be taws
as apps. riate to:
(1) close runways, taxiways, or aprons
(2) relocate or displace runway thresholds temporarily,
(3) perform work at night or during periods.of miniral
aircraft activity, -
(4) close affected areas to certain types of aircraft,
(5) restrict aircraft use by weight, wingspan, aeprtach sped, or
other characteristic,
(6) shut doom or restrict use of navigational or approach
aids.
d. FAA errlovees who are responsible for construction or raintenance '
activities on airports shall coordinate project safety and security
requirements and irnacts with the airport sponsor as soon as the i—_ac`s have
been identified but before cctnitents are ..--ade with ontrac`..crs Cr others to
perform work on an airport. Coordination will vary from for -al oredesign
conferences to informal contacts with the airport rarager or reszonsible
sponsor official before starting work.
7. SAFETY IMPACI5. Potentially hazardous conditions which raw opoir during
airport construction and maintenance include the following: ,
a. Excavations, trenches, and stcckPiled rate_rial on or rear runways,
taxiways and aprons.
b. Construction equip -rent on aircraft oee_ratirz3 areas or in rte: ay
approaches or decarture a_rees.
c. Inadequate construction area rarkirg or lighting. ,
d. Lack of control over vehicle access to aircraft ceez-ating areas
unauthorized entry of per-sonnel, vehicles, or anirals.
e. Inaduate vehicle rarkira or lichtim.
f. `icie t rarking and lightir of to racy r_--r..av
g- Failure to issue, update, or cancel Notices to Air...•en cznce_:_-
airport or n ,_av closures or other crsz iczlon-relates a incrz ccn±L _:ors.
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h. Failure to mark and identify utilities or pr.e-r cables, resulting in
' loss of airport lighting: navigational, vis._21, or aporoac:n aids: weather
reccrting service: or nanucatons.
' i. Unauthorized vehicle operations in localizer or glide slope citical
areas, rvnilting in electaroriic intP'-fere ce cr facility shutdam.
j. Construction debris (gravel, sand, rx1, paving material, etc.) on
airport pavements, resulting in aircraft prep, turbine engine, or tine damage.
k. agxsed pavement edges (dzt, offs) free runways, taxiways and aprons to
adjacent pavement sections or she lde_s.
1. CorS UCtion activities %-Iuch harter aircraft rescue/firefighting
tarrec< from fire stations to the runway -taxi -ay systems or airport buildings.
in. Lack of radio cccrninication with .: rst_-uction and maintenance vehicles
in ai_*tzaft cperating areas.
• a. SAFiIY STANDARDS. Paragraphs a through h bela.+ define safety standards and
guidelines for FAA -funded construcicn and FAA raintenance activities on
' airports.
a. Obstacle Free Zone
' (1) Objects, vehicles, and szoc:cilt-aterial no_ra11y are not
armittd to penetrate an OFZ. OF"cs are shcwn on Figure 1.
' (a) RuTay OZs are applicable at any tire the runray is open for
air -^aft use. On precision runways, the rmr-approach and inner -
transitional surface OFZs ntst be kept free of penetrations only when the
' weather conditions are below an 800 ft_ ceiling or less than 2 miles
visibility and aircraft are using TLS aporcec:es.
' Objects(b) Objet ' -tics do not penetrate an OFZ still ray re-uirm-
notice to the FAA under FAR ?arts 77 or '_52 an ray be obstructions to air
navigation. Those objects which exceed F?3 =art 77 ois`_-uction s a -,Y -ds are
to be a_prcoriately obstruction marked aid, i_ used at nicit, obsz.-uczion
'edother light. Cranes or oequipment of unusual height „-ay re-�rize special
consideration and czrrt `ration with FAA cfle2 C Lx e1 erenzs and airport users.
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(2)
Figure 1).
SW 5200.SA
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The dimensions of an Obstacle Free Zone are as folla.s: (keyed to
(a)
Rurr.ay Cbstacle
Free Zcne (See A in Figure 1)
externs 200
feet beyond
each
end of the runway
and has the follcwirg width
for:
1 Runcays serving sa11 ai=c-aft:
Precision instrument runc.ay - 300 feet
Other runways - 250 feet.
2 R fl ays serving large aircraft:
The greater of 400 feet, or
loo feet plus the wirxlspan of the rcst deca.-naing
airplane, plus 20 feet per 1000 feat of airport elevation.
(Note: The runway OFZ width for all transmit run.ys cn certificated
airports in the Southwest Region (Appendix 2) is 400 feet.]
(b) I._z ? prxch Obstacle Free Zcne (Se B in Fi;_-e 1)
The Inn --Ptprcach CV apolies only to rurr..ays ends with
an acorxc: llghtim system.
2 F ginni-z 200 feet fry the nnay threshold and
ending 200 feet beyond the last light unit in an approach lictiting sys..em,
width rime as the Rum ay OFZ, sloce 50:1, beginning at rrty end elevation.
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(C) Inne - ansition l Surface Obstacle F_ -ea Zone (See
C in
Figure 1)
1 The
Inner -Transitional Surface
OFZ acolies only
to
precision
irs._ru ent rr..ays.
2 Slope 3:1 per ycy1Z- to the
n_r..ay centerljne
and
exterr'irc
laterally f.. .ai
the edces of the rrr-ay OFZ
ard acrraach OFZ
to a
height of
150 feet ax✓e
airport elevation -
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C I?N a-7BAsS;TIOnAL SURFACE OFZ
' 150' ABOVE AIR?ORT Ut EVAT ION
RUtiVAY O -Z
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' B I' NER APPROACH OF:
' I IVNER-TRX\'SITIONAL
SURFACE OF:
r RU: AY OF l ^ ^
^
A
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b. Approach Clearance Over Equipment and Material_
(1) Construction activity iri a tuurwav actroach may result in a need
to displace the lardsg threshold terporarily. If an object
7 penetrates a
surface sham in Fig. 2, displace the threshold to a point where the surface is
not penetrated.
(2) gbiects which do not penetrate these surfaces still may be
obstructions to air navigation and/or may affect stardai instnment acoruxch-
procedures. Coordinate these with the Airspace and Procedures Br -arch, ASW-530,
and the Flight Procedures Branch, ASW-220, as nay_
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20
m r way / tEq , ;pmt
• A
FSurray B - C
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___ D
20:1 Threshold Location Surface ,
Dimensions Small Airzaft Large Aircraft
A 0 200 ,
B 250 400
C 700 1000 '
0 2250 1500
Plc. 2 Ririway T r hold Fixation
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(2) When e uirxrent or constrict ion/„aintenance activity rarst be on a
'• ru-_ay and a decision is made to keep part of the runway open for airczaft,
part of the runway rust be closed as sham in Fig. 3. The dirensions span are
recz mrded; ho.'ever, a larger clued area than sham may be necessary
depending on aircraft use, level of activity, pilot technique, and equip ent
height, and a smaller closed area may be possible under sane cirnarst_arces.
These rerczcrerdatjcr.s are based on e� ,;,punt heights of about 15 ft; higher
objects may require special consideration.
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USABLE RUMWAY I 500' OR 1000'--- E.^.r I
' :T) REIIK�,Tc�i THRES^OLD cD,D
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Use the foliating distances fan the corstructicn/rainr.enance activity to
the relccated threshold:
S`all
ai=r aft
(12,500 1bs_ or less)
- 500
ft_
'
Tare
air= aft
(More than 12,500 lbs.)
- 1000
ft.
C
Fag. 3 Relocate? "hrshold Fcr c cirenz on the .rz,, zzv
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c_ Runway and Taxiway Safety Areas.
(1) Rurrrav safety areas - construction or maintenance activity is
prohibited in runway safety areas while the full length;of the runway is can.
Normal FAA maintenance of visual, approach, and navigational aids is
permissible within safety areas provided vehicles, material, and exravatiors do
not penetrate a runway OFZ and requirements of paragraph 7b for approach
clearance over vehicles, equip ent and material are met.
(2) Runway safety area dimensions are shorn in Fig. 4. Existing
safety areas at a particular airport may be larger or smaller than the standard
dinension listed. If corstruction or maintenances activity rest take place
within the specified safety area, it is also ameptable to restrict the nmway
use to a smaller size of aircraft arc] use a narrc e- and/or shorter safety area
dimension for the duration of the activity.
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Safety Area I ,
RUNWAY DESIGN GXID5ORY SAFETY AREA DIMENSIONS (Ft.)
a or b(l) c (2)
1. Utility AC 150/5300-4
a. Visual or Nonprecision
Design Grog I 30 120 200
Design Grcxm II 40 150 300
b. Precision Instnrreent
Design Gram I 110 300 600
Design Gran II 100 300 600
Design Group III 100 300 600
2. Transport AC 150/SJ00-121 500 (3) I 1000
(1) Use dirension a or b, whichever .results in the greater distance fri the
runway centerline_
(2) Use dimension c or the existing safety area le_-cti, whichever is less, ,
but no less than 200 feet.
(3) Sane certificzter airports have or permit use of 400 -foot vide rt--..a
safety areas during cors`ruction and maintenance. Ccordinate prcpsals vito
the Airports Safety Se ion, rSW-651.
Fig. 4 Rrr.. y Safety Areas
Pare aces I
I.. • •
SW 5200_SA 6/6/89
' (3) Taxiway safety a*e1sfctstzcle free areas - see Fig. 5.
consm)ction/maintenarxce activity is perrussible in taxi'. -ay obstacle free
areas and safety arras. if the activity is hazard aarkd arri/or lighted and
' jctr are in effect. Special consideration mist be given to the, height of
barricades, flashers and other warning devices to clear aircraft wirgtips,
prcpellers, engines etc. Other actions may be nary such as:
- Using ' irgcr"lk rs" to g'•ide aircraft past hazards,
- Using to =rary taxiway markirr,/lighting to detccr aircraft
clear of the area,
- Ycvirg ecuiprent and personnel well clews to alloy aircraft to
pass safely.
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' Item
' Taxiway Safety
Area Width
T& -tiv cbject
• Free Airea Wicrh
•
' (_) T. ica z. _'_s rem x 3.
1
' Pa -c 10
Design Grurp (1)
I II III IV V
49 79 118 171 214
88 '_30 136 250 320
Fig. S Tai '-zy eleararces
Par
• • •1
6/6/89 SW 5200.5A
• 1
d. Marking and Lighting
(1) Te--=nry disolaced rdr.av threshold•
(a) Mark with yellow arrv.+s and a white threshold stripe as
shorn in A.C. 150/5340-1, or
(b) Use alternate narking which is: '
1 clearly visible to the pilot,
2 Not misleading, confusing, or deceptive,-
3 Secured in place -to prevent ravent,
a Made of rater -?al chich will mininize dotage to aircraft '
which cane in contact with the ranking.
(2) Temcrary relocated r,.-r..2v threshold (partial closure of a '
runway):
(a) Mark with yellow c`.e.-rcns as shczn in A.C. 150/5340-1, or
use alternate narking as described in par. lb above.
(b) Runway distance rerai-iing signs ray need to be covered or
rercved during the closure.
(3) Tembrary runway thresholds must be lichted Iif all or part of a
runway is to be open at night curing construction or maintenance- The airport.
operator nay already have tcraorz_y t_eshold lighting available, but this
should be determined in advance.
(a) Use light lens cic=s and spacing in A -C- 150/5340-24,
Runway and Taxiway Edge Lighting Sys a -n
(b) Disable edge lich`s a. -d threshold lights on closed parts of
runways. On sore lighting syste-s, it ray be necessary to cover a light rather
than re:tnving the larp or fixture.
(c) Disable visual glide slcc irdicators (VAST, pAPI, PLkSI,
etc.) , REIL, and azproach lights 4tud L., ld o-,he_'wise rive ruslead_.rc
indications to pilots as to the tom- hold location. Installation of to razy
visual aids may be teary to prtvide adequate guidance for pilots on
acprcach to the affected rut ay. These —av be faded or provided by the :?:, or
the sponsor.
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APPENDIX D
List of supplies/Materials that the U.S. Government Has
Determined Are Not Produced In the United States In Sufficient
and Reasonably Available Quantities And of Sufficient Quality
(Jan 1991)
Acetylene, black.
Agar, bulk.
Anise.
Antimony, as metal or cxide
Asbestos, amosite, chrys-
olite, and crocidolite.
Bananas.
Bauxite.
Beef, corned, canned.
Beef extract.
Bephenium Hydroxynapthoate.
Bismuth.
Books, trade, text,
technical, or scientific;
newspapers; pamphlets;
magazines; periodicals;
printed briefs and films;
not printed in the United
States and for which
domestics editions are not
available.
Brazil nuts, unroasted.
Cadmium, ores and flue dust.
calcium cyanamide.
Capers.
Cashew nuts.
Castor beans and castor oil.
Chalk, English.
Chestnuts.
Chicle.
Chrome ore or chromite.
Cinchona bark.
Cobalt, in cathodes,
rondelles, or other primary
ore and metal forms.
Cocoa beans.
Coconut and coconut meat,
unsweetened, in shredded,
desiccated or similarly
prepared form.
Coffee, raw or green bean.
Colchicine alkaloid, raw.
Copra.
Cork, wood or bark and waste.
Cover glass, microscope
slide.
Cryolite, natural.
Dammar gum.
1
Diamonds, industrial, stones
and abrasives.
Emetine, bulk.
Ergot, crude.
Erthrityl tetranitrate.
Fair linen, altar.
Fibers of the following
types: abaca, abate, agave,
coir, flax, jute, jute
burlaps, palmyra and sisal.
Goat and kidskins.
Graphite, natural, crystal-
line, crucible grade.
Handsewing needles.
Hemp yarn.
Hog bristles for brushes.
Hyoscine, bulk.
Ipecac, root.
Iodine, crude.
Kaurigum.
Lac.
Leather, sheepskin, hair
type.
Lavender oil.
Manganese.
Menthol, natural bulk.
Mica.
Microprocessor chips (brought
onto a construction site as
separate units for incor-
poration into building
systems during construction
or repair and alteration of
real property.)
Nickel, primary, in ingots,
pigs, shots, cathodes, or
similar forms; nickel oxide
and nickel salts.
Nitroguanidine (also known as
picrite).
Nux vomica, crude.
Oiticica oil.
Olive Oil.
I
List of supplies/Materials that the
Determined Are Not Produced In the
and Reasonably Available Quantities
(Jan 1991) (CONTINUED)
Olives (green), pitted or
unpitted, or stuffed, in
bulk.
Opium, crude.
Oranges, mandarin, canned.
Petroleum, crude oil, un-
finished oils, and finished
products (see definitions
below)
Pine needle oil.
Platinum and related group
metals, refined, as sponge,
powder, ingots, or -cast
bars.
Pyrethrum flowers.
Quartz crystals.
Quebracho.
Quinidine.
Quinine.
Rabbit fur felt.
Radium salts, source and
special nuclear materials.
Rosettes.
Rubber, crude and latex.
Rutile.
Santonin, crude.
Secretin.
Shellac.
Silk, raw and unmanufactured.
Spare and replacement parts
for equipment of foreign
manufacture, and for which
domestic parts are not
available.
Spices and herbs, in bulk.
Sugars, raw.
Swords and scabbards.
Talc, block, steatite.
Tantalum.
Tapioca flour and cassava.
Tartar, crude; tartaric acid
and cream of tartar in bulk.
Tea in bulk.
Thread, metallic (gold).
Thyme oil.
Tin in bars, blocks, and
pigs.
Triprolidine hydrochloride.
•
APPENDIX D
U.S. Government Has
United States In Sufficient
And of Sufficient Quality
Tungsten.
Vanilla beans.
Venom, cobra.
Wax, canauba.
Woods; logs, veneer, and
lumber of the following
species: Alaskan yellow
cedar, angelique, balsa,
ekki, greenhart, lignum
vitae, mahogany, and teak.
Yarn, 50 Denier rayon.
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APPENDIX D
List of Supplies/Materials that the U.S. Government Has
Determined Are Not Produced In the United States In Sufficient
and Reasonably Available Quantities And of Sufficient Quality
(Jan 1991) (CONTINUED)
' Petroleum terms are used as follows:
"Crude oil" means crude petroleum, as it is produced at the
t wellhead, and liquids (under atmospheric conditions) that
have been recovered from mixtures of hydrocarbons that
existed in a vaporous phase in a reservoir and that are not
' natural gas products.
"Finished products" means any one or more of the following
petroleum oils, or a mixture or combination of these oils,
I. to be used without further processing except blending by
mechanical means:
' (A) "Asphalt" - a solid or semi -solid cementitious
material that (1) gradually liquefies when heated, (2)
has bitumins as its predominating constituents, and (3)
is obtained in refining crude oil.
(B) "Fuel oil" - a liquid or liquefiable petroleum
product burned for lighting or for the generation of
heat or power and derived directly or indirectly from
crude oil, such as kerosene, range oil, distillate fuel
oils, gas oil, diesel fuel, topped crude oil, or
' residues.
(C) "Gasoline" - a refined petroleum distillate that,
by its consumption, is suitable for use as a carburant
' in internal combustion engines.
(D) "Jet fuel" - a refined petroleum distillate used
' to fuel jet propulsion engines.
(E) "Liquefied gases" - hydrocarbon gases recovered
' from natural gas or produced from petroleum refining
and kept under pressure to maintain a liquid state at
ambient temperatures.
' (F) "Lubricating oil" - a refined petroleum distillate
or specially treated petroleum residue used to lessen
friction between surfaces.
' (G) "Naphtha" - a refined petroleum distillate falling
within a distillation range overlapping the higher
gasoline and the lower kerosenes.
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3.6
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Su:c or A:'aasas
79th Geaenl Azcmb)j
Regular Sczioa, 1993
BY Scnalor K ct
As E.aroued: 2110191
ACT 93
A Bill
Ste. ..l.:. • biLL -2l]
For An Act To Be Entitled
"Alt ACT TO REQUIRE THE INCLUSION IN ALL BIDS FOR ?tSLIC
CORKS PROJECTS A SEPARATE PRICE PAT II=I FOR nENC_ 0R
EXCAVATION SLFETY SYSTE.`i5; TO INVALIDATE BIDS WEICE DO NOT
CONTAIN SUCH PROVISIONS; TO DECLARE AN lmRCENC ; AND FOR
0i:3R PURPOSES."
Subtitle
"AN ACT TO REQUIRE TH.'' INCLUSION IN ALL BIDS FOR PU3LzC
*O3XS PROJECTS A SEPARATE PRICE PAY ITEM FOR SNCE OR
EXCAVATION SAYETY SYSTEMS."
BE IT EKACD BY TEE GENERAL. ASSL_'SLY OF .1d STATE OF ARKA2 SAS:
S?CTiON 1. Whenever any agency of this state or of s=7 county,
❑u=ic'_pal!ty, cr school district, o- other local tazl-3 u=!t cr '=?tc•,e=e_t
district enters into a contract covered by the prcrisio=s of Ar:ca-sas Code 5$
22-9-202 - 22-9-204 for the raking of repairs or al:eratic=s or the erection
of buildi=gs or for the caking of any other i=prc:e=e=ts, or fcr the
eonstr4ctioa or i proveoeat of high-,ays, roads, streets, s!dr_-alks, curbs,
gutters, drainage or sewer projects, or for say otter co=sttic- project !_
wa'_ch the public work or public L^prove_eat cons- r•.-ctic= ?-eject !n•:clves a=y
trench or excavation which equals or exceeds five (5) fee: it depth, t:e
agency, =•_=t
C7 e•.-icipnl!t7, school district, local t;.:i=g u=lt c-
i=prove=ent dist-ict shall require: �•��
=ea ::c
(1) te c::.-.-ent edS [ter. of Occu.a -lees? S, _'e t7 r_d ..
r - '-,- c,-.--
.. !-!st ra tor Sts^?arc for :.fcays t_o- a-- T: e_r .; 5, sre=, ?9 C:
1926, Sv;par'. P, be spec!f!ca!1y !-Corporate= _'ato t=e s.rc_cctst:o-s =cr t=
project; s -d
(2) the co -tract bid for to include a separate pa? lte= :or
Vj276
_ 1
As EagruS td: 2110193 S3 3'O
1 e
trench or excavation safety syste=s and be included i= :2ee bar
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3 SECTi04 2. in the event a contractor fails to ccc,?ztz a sz;ararz c J7
4 ices in accordance with the applicable provisions of Secticn 1 e= t_s at, ,
5 the agency, county, can cipaliey, school district, local taxing un_t cr
t•_:: '
6 inprovenenc district shall declare that the bid fails to cr_p 1 , - cbe
7 provisions of the specifications and bid docu=ents and -111 bz considered
8 invalid as a non -responsive bid. The c -,risers of the above stared p:ofeoc _a_1>
9 notf7 the State Depa:caent of Labor (Safety Div_sicz) of -"- hard a_',a
10 cocCracc covered by cb±c act. '
11
12 SECTION 3. All provisions of this act of general and pe—anent =1t':re
13 are &=e=dator7 to the Arkansas Code' of 1937 A_^.aotated a=d the Arkansas Code
14 Revision Ccc'_ssion shall incorporate the same in the Code.
15
16 SECTI04 �. if any provisions of this act or the applicat'_o= chztent to
... .. or circa stance is held invalid, the ia-: a__e, ty
17 any persoshall not affect
n
18 other prc�isicns o: applications of the act which ca= be g'_:z= e_'f
ect withoct
19 the invalid provisions or application, sad to t'='_s end the provisicns othis
f
• 20 act are declared to be severable.
21
2? SECTI05 5. £1 laws and parts of laws in conflict wlch ths act are
23 hereby repealed.
• 74
S SECTI05 6. E=e-3enc7. •It is hereby found and dete----ed by L=z
25 Seve=tT-4-at= General sse bly of the State of Ar'.k1=5 Ss L=•
St t1? 211-lei=3 O
27 Arkansas' craft workers are unnecessar{17 exposed to t'L 8a=ar=s C- -_2COn
order to
23 exc s•: at'_c❑ ac' t o sedate passage of this act is necessary -=
29 protect toe health a=1 satet7 o- the Arkansas worker- Therefore, an e2erge==7�
• n
y.• 30 is =creby de:1areL t.: e-4st, II=d this act be'-arajya_� _C_ -•'e =e -late
JI preservation Of e _.t,14,- peace health, and safety, 5:111 -_ corce
t
32 and effect .rx and a'ter its passage and appro':a1.
33 /r/ Senator Keec
3-4
35 ,. 3o n. -
- i -- OOVErrtLfi j 76
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19_ssc`-, p
ascc�r:c sa::D, :a__3:tLs
OvctvirnSubpartp _--_
Excavations
?•I. Cv^at a . the r..cs; Lcxr..dv c€:-_' sc c... • 29 CFR 192i65!r:(2j' Ce: e:-? •: 55 9= 4
Excrn;:c-. v'olaticc? (Ja:.aa-t I. 1590 to datd Augu;:9, £95 (,;;:bca;cc c::::_ t -_:c Sc===
April 1, 1996) M of Pa- 1926
2_9 CE?. 1925.652(a)(I) (?rot r_ ca L Ex:r' c.^ )
.5h:(1) (=srcc::crs)
.651(j;(2) (Loose Rock/Soil)
.651(cX2) (Mca;s of Eg css)
.651(d) (Ve:.iculr Tra,F_•c)
.651Cc)(2) (IsC;iot:s)
.651(hX1) (Watt AcC..latioa)
.651C;(l) (Loose Rock/Soil)
.65!OX?)'CWa&ways/Ct r -ails)
.651(c) (Fall; ag Loads)
.651(1)(3) (Adjacent Struca r3)
.651(IX 1) •(W alicways/Guard.-ails)
.652(b) (Slopiag/9ctchiag Sysz^s)
.651((I)(1)(Adjaceac St_rucaues)
.652(c) (Dcsigrv?ro(c;ive Sysz�s)
.652(gX2) (Shield Systcas Acquit^cats)
.652(gt(l) (SCie!d Sys;c `s/C•=cra!)
.651(b)(4) CJade•-g:•cund Iarallatiors)
.651(iX I) (;-Tarr sous Ataospcer es)
.651(a) (S_ -face E -cum brand)
.652(a)q) (?rotr_ iv: Svs:c^s)
P-2. Wca: a. sc.-c c�___•:e -.%.- �I = c_• -_-s .-
ctsdfcre =cam r_�d: ed
I?
a c cc:: L a:_ ._.__ 3 e i._r..s
listed it P -t a -.d us: the is: :o
__
,.---...L., ec :di;:oes ;:.a are r-
.,.
B. Al! c:a:z_rs�dcd 3 .:e-cS3
Se s:.cr� or s;ccd t..a: a.=
fer (1.52 ^) _, dept::, er grey:e-
(1921552). F eV3•q• .. e..
5 .c:: (1.52 ._
ee••_:__ pc.—.aa cez_ies
exava�r.. fo-=c:c:_.i carte- -
pro o..- is _ ._ed
(193c5i?(a)(j))
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OCCUPATIONAL SAFETY AND HEALTH 1926 Subcart P
REGUIa:I0 iS .e D PROCEDC'Rs
1926 Subpart P - Excavations
AU'r-IORiTY: Sec. 107, Contract Work:;
Hoes and Safety Standards Act (Corscucticri Safe;:
Act) (40 U.S.C. 333); Sett. 4. 6, 3, Occupational
Safety and Health Act of 1970 (29 U.S.C. 653, 655.
657); Secreurf of Labor's Order No. 12-71 (36 FR
3754), 3-76 (41 FR 25059). 9-33 (43 FR 35736), Cr
1.90 (55 FR 9033). as applicable. Seeder. 1926.651
also issued undo 29 CFZ Pa.t 1911.
SOURCE: 54 FR 45959, Oct 31, 1939, e:less
otherwise noted
(59 FR 40730, Aug. 9, 1994]
1926.650 - Scope, Application, an d
Definitions Applicable to this Subpart.
(a) Scope andappEcatiarc This meat applies to
all open excavations made in the earths r.:.=acc.
Excavations a- defined to include trecaa.
(b) Definitions cppGcable :o Mir sub?r'a
Accepted engineering prac!ices z,ea.^s those
rcquirrcats which at ccmcatibic with standards cf
practicc require by a r5 ster.: professic-3!
cg:necr.
ALanrinam hydraulic Srorino :-e_.s a
prer.,gineered shcrrig syste.:, ccmprscd of
ale:._::. hyd�avi5c c•!(indcr� (c^ssb^a) used in
a:rj_ orlon with vcrscal rails (ecreh's) cr ar.zcn:3l
rails (wales). Seca s: stem^ •is designed , r_C.Ca :, :o
supper: the sidc:valla of as axon: a;icc acd c._n.
cave4s.
Bell-boear.: c:er
ha ie meats a
g c 0f
s:. .• cr
tcoc^.g c�avaccr.,t`.c
bcro ' c: wiic
's -:ado
:_;c-
L`:a^ the Cr05.. S:_::C.^.
3CJ:e t0 fc.': 3
belied
b ench LT. t3C-Ca u'..g s:
S.C:-) -ices a ^e :'C."
or
pr:— Jn. eC:p IC;J. 5
J eSa3':3C-�
the sides of an excavation to form ca or a se=es c•'
hcrizoctai kve!s or s:cps, us.:ai!v with vc-.:ca! cr
near.-4•e'..taal s:V,accs bet-Ae^levels.
Cave-in mews the separation of a mass of soil
er.cck matc^al from the side of an cxavaticn, or t:
loss of soil Chan under- a tstch saie!d cr rupper
s - t--' and its sudden movcct into the excavncr..
c_^c by failing or sliding, in rafficct quantity so that
it could entrap, bury. or other wisc injure and
i.'nvtobilize a person_
Competentperson meascac who is capable of
identiiring existing and predictable hoards in the
surroundings, or wer!cig conditions which ire
t. sanitary, ha:mrOous, or dangerous to cp!oyees, and
who has authorization to take prompt cerective
rteasura to eliminate thcz
toss bracer mein the horizontal members of a
shoring system installed pcpcdicular to the sides of
he excavation, the ends of which bear against either
uor:ghts cc wales.
Ezavc.^,'ors mnrs any Wan -made cur, cav;v,
tench, or dcpr_asien in an earth s4 —,"a ce, formed by
ca. t4 removal.
Faces or sides meats the vertical er
cant 4:.facec formed a3 a tsu!t of excavation work.
FaiLare;..ca.^s'hen brtak3gc, dirlaccmc:C cr
pe.T..ane.'.t deformation of a sue. ,:crrai rzenbc or
coo: .__• so as to rcdccc •is •s:^xn:ral i:.yr: and
tG r.:pp0rt:Vc Capabll"XS.
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.Yaarrdour r.t^wsi:err men-:; r. a�...cnc� -
wvy taxr: rte-- cX CSi•:c. ::= -rabc.
poiscrous, crsi•:c, ,..:4:..:.,. , L...:�.5. orgcn
c::cinr, toxic, crow.--xiz : ^si :.a arse dca:.�.
illness, or irj....
ur le a._.__..._..-.-1Se .�: I
S_. a Cross b., e.
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IOCCUPATIONAL SAFETY AND HEALTH 1926.E_0(b)
Rzcu kT: Ns AO rROt:_DL'i.=5
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proeemveryzrem m=rs a method of prtte^_ting
en pioyce from cave-ir.s. from material that could fall
er roll from an excavation face or into an ecavation.
or @ern the collapse of adjacent structur3. Protective
syscs itc ud'e a;cpctt syscrs, sloping and bcnc:iag
systems, shield systems. and oche: systems that
provide the necessary protection.
Ramp means an inclined walking or working
surface that is used to gain secs to one point fro:
another. and is corsLucted from ec. or ftc:a
swtcrural mateials such as steer! or wocd.
Registered Professional Engineer means a
person who is registerend as a professional engineer in
the state where the work is to be performed. However,
a professional etgincer, registered in any state is
dotted to be a 'regi-tteted professional engineef
within the meaning of this standard when-
approving
designs for manufacarred protective systems' or
'tabulated data' to be used in intestate comma`e.
Sheering means the members of a shoring
sys:m that retain the earth in position and in tun are
r:pported by other member of the shoring systen.
Shield (Shield ryrtem) means a sL-uc:ure that is
able to withsaud the forces imposed or. it by a cave-in
and thereby protect employees Within the sLrucrJrc.
Sbic!ds can be permanent sL'trctur s or can be
designed to be portable and moved along as
progresses. Additionally, shields can be e:the.
premanufaeturcd or job -built in accordance with
I926.652(e)(3) or (e)(4). Shields used in Etches r
usually referred to as trench boxer' or 'Enters
s` --ids.'
Shoring (Shoring system) means a
such as a metal hyd.-aulic. rncc:^arical or umber.
shcrr.3 Sysen that s ppors the silo eC an cx:av pica
and which isdesigned to prcv ttcave-ins.
Sides. Sc -F:a.-
Sloping (Sloping Syr.:-) ;.._ = s a mtb.hod- of
protecting ernploye:s from cave-ins by ex:a:ati_ng to
corer sides of an e car' ern Lea ar c ir.c!ired tawny from
the excavat!on so as to prevent er•e•irs. The ang!c of
incline =qui'cd to prevent a cavz-i tv va^es i C.
d:tr_ nccs in such fac:or� as the soil tyre.
envitcrnetal conditichs of cxrcr:, art : acciica::ca
of surcharge loads.
Stable rock.tte_s tnnl:ci:c—:ca! --s--
that Can be exeava:ed wi" vex.cc1 •T.]:: and w
regain insect while expose? Unstable rcck is
cor.sidered to bese:b!:wh:h."e:cckr..aterjaton thc
side or sides of the excavaticn is sec.::d aga•= st
cavi: g.ir. or movers .t by .;.c!: Lela c: by '""-
protective yen that has been deigned by a
registered professionale.....
Sa-ueErral romp scars a rut built of Stec! cr
wood, ustal'y used for vehic:c aces:. Rasps ^zde C.
soil or rock are not ccrside::d s•.:_c:ural rrtcs.
Support system meats a ztx:r?:z rxh as
underpinning, bracing, or sn.c:_^g, w :en's proudest
support to an adjacent s.uc'.. • .dc _z -C=:!
installation, or the sides of an cxcavac:en.
Tabulated dc& means tables and c'.a.�s
approved by a regst:::d profcssior:t czg; cc: and
used to design and constr ct a protecUvc Sys:e t.
Trench (french excavation) ceans 'a n aco x
excavation (in rclbLoa to its !ceg_h) made bc:owv the
surface of the pound. In general, the dept., is g:ater
than the width, but the width of a Conch (cccs::red at
the bottom) is not g. ._. Lha.^. 15 fee: (a.6 .:.). L`
fCm.IsCrexhersn:cJ^s ate its:a!!ed C. cars- :e' is
an excavation so as to rcduc: the di.-lcsicc rear:-:'_
from the forms Ct c -'- the to Cie s..c c. .:
excavation to 15 fear (4.6 it) or less (rn:zsut at the
bottom or the excavation), the excavaticn is aiso
eonside-td to be a t:,•nc
Trench box. c.- •c .:::d."
Trenchshiel:L See'S
Uprighrr mc-rs L^.c vctc. r..: -:be: -s cC a
rtes s`.ct:r.3 c:ccc a getter wit.`. •�.-
and usc:a!iy positioned so ct ''..-. - 3
not costae: each ot^c. U:.^ '.-a SJ C.aI
3•. p• "
individual ember a.= c:cseiy Sccc:d. in center_:
o: in _ =ern:c::d Ic erne •c_:::, -: e:::n Ca::ed
Wr.Iel rear- ... _. --...7i:. Ci a S.'.C.. o
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OCCLYATIONALSAFETY ANDHIALTH 1926.6Wfbl
. - . RECL•LA ::ON5 D PROCT. D LRZ5
r,:-= plac d parallel to the acavatiea face whose
r'do bear against the vc:',ical membc of t: c shoe:: g
s: rem Cr eartth
1926.651 - General Requirements.
(a) Surface encumbrances. Al surface
ect.'tS tcc that are located so as to c:etc a hzrard
to ct: oycst sEall be removed c, s:cecr. d. as
:ccczsa j. to safe 5'•tllz± `:ploye.z.
(b)
(c)
Underground instalLa nns.
(1) The estimated location of utiliry
i;stal!aticas. such as sews, te!ephoce, fuel.
c!ectr'c, water lines, or say other ucderg:oucd
ins llaticcs that reasonably may be expected to
be emt'— dtsicg a cavatioa work, shall be
detc iced prior to oeecing an excavatioc
(2) Utility companies or owns shall be
cectacr-4 within established erc•:stomari local
resporsc ti zes, advised of the proposed work,
and asked to establish the loeatiea of the utli-r
undo. fund installations pricr to the start of
actual etavatioa When utility companies or
owners cannot respond to a rncuest to locate
L d - land utility installations WithIn 24 hours
(unless a loage period is rcqul-ed by state or
local law), or carrot cstabli± the arc: iocaticn
cf thsralations,d:e cplove may c:oc ;;
pto•.:d-d thc cployc dot so with cauticc, s: d
erovid^d detection ecui:rtt zt or othc
acG.rtablc .:.ear to locate utilir; i.-tstzilatior.s
are used.
(3) W c. ccavadcr. c?ctcrs apps
xh _..e
ci.—.at'? location of u:'c:3cc_i.s1a_cr
t:.c exact 1oca_Or. C: the L^.5:1!Ia cons S'a CC
dcte:-:_ :d by safe arid amcptab!e ;..c -s.
(4) Wai!e the excavatiert is open.
undcrg:o_.d sir s:allaticrs shall be prat cted,
s ccr,cr:.. oved as necc�r; to s`c5.:ar
cTtploycs.
Aczes: a.: e; ress -
➢.4
(1) Strucuralramps. I
Cl) SCuc^; i races that a:: twd
sold by cpiovec as a means of sterns
or eyes Lt m ar_avaticcs s: 'I be
desi,cd by a cempe:ct pc n
St :cw.3l ramps used ;vr acct , Cr
cT of ectuipmct tail be dais cd by
a cope —t peen �'11?.a#3 -d t
deign, and seal be cons:-:c:cd in
_ accordance with the des1t
(u) Ramps r_•JJrsccrs_-:c:edof
two or more stnscaza! mCbc shall
have the sn:ctnl mem'ocs ccctect-d
together to prevc[ dis�lacccL '
CLL) .Stn:ctraltncbcusc1for rats ,
and. runways shat be of •^ rcr
thicicess.
(iv) Cleats Or ethc a?proerate Wear I
used to cccnec: r:away =•,:earni
a^be s shall be attached to the bottom
of the nsaway or shall be arached is a ,
manner to prc—.tt ti ?izg.
(v) SCnr.:ral ramps used it. lit.: of
steps shall be provided with cleats or
ot:;e :_:ace t:caL-^ts o the too same:
to prtvct slipping.
(2) Mears of egress f.-om trene4
acavcores. A stairway, ladder rL^p or other
safe .:.cans of egrsz shall be located in t'e:ch
CXCa7a: ens that aro 4 feet (1.'_? m) or ccm is
dept^ so as :o a - ce mc— than 25 ,tee:
(7.62 m) of lateral L -v-. for empiov cos.
(d) Exposure to veiicuL.- trc�l=c .?loves
cx_CSed to public J,_C'-- tr C Sr -I be?:ovided
w1_'.. az" s ail wear. w- _:g vests o, c.. -.
gait -tents ca.':Led win`. er .:ado ct r_i:c:� _--- oc '
(e) Exposure ro fame loads. No c?lcyc shat!
be pc^^ir_A dr---- !cads h_.d!a by IiP._.g or
d g e L•.^ n' ovc Sall be ^.....A to
i^ ': e':CC be::.-y!c1d-d cr_.!C'cd
to avoid Cc.'g s-:c.c by r.v st:!!ag: cr fa!iL^.g I
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OCCL'PATIONALSAFETYANDHEALTH 1926.E_1(cl
R`CULa..OU AV ?:CcE VR:-a
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r.^.atc:als. Opcator may rcnaia in the cabs cC
ve'icle being loaded or unloaded when the vehic!e
ar: equipped, in ac ordarce with 1926.501(b)(6). to
provide adequate protection for the operator d_::.3
loading and unloading cperaticrs.
(I) Warning system for mobile equipment Whet
mobile equipment is opcated adjacent to an
excavation. Or when Solis equipment is re Lui :d to
aperoach the edge of an excavation, and the ccca::r
does nct haves clan and di.•ect view of the wigs of t`.:
ccavatioo. a wr..ing r+ste:n sha!I be utilized suet as
batticadcs, hand or mechanical signals. or stop logs. If
possible. the g. -de should be away from the
atcavatioa
(e) He o-rdous annosph era -
(1) Testing and eon&ots. In additica to the
r_quitcaeats set forth in subparts D and E of
this part (29 CFR 1926.50 - 1926.107) to
prevent exposure to harmful levels of
atnarohcc ccrtari^attts and to sntzt
accepuble a^ospcc : corditicrs.
following tee .ueats shall apoly:
(i) W hr- oxygendcrcr..cv
(a^_osphcts con less than 193
pew: orlgrt) e4 a h___
ac:or_he_ nests or c u!d r-asocably be
e pec:ed to gist, such as in c :avatiers
in la=diUl a._as or avavations in ras
whc= hazardous rubs•.acces a._ sctd
nearby. the aanospheta in the at:aVacrt
shall be tested befcrt ctploycts e -:r
et:avaucrs grate. than 4 fee: (122 -)
in depth.
c)
Adcqua::
prracticr.s s'ai!
be
tale^.
to ..^:•:^..,
aC_Icve: e,ccst a
.o
•
ac^osphcrs coats:.^ ^.g ! ;: an 19.5
pc.�:n: o.\ya-" •arid c•: a
e^.T ..ctn='es. These ?,C:3U, OrS i.^.:!CQC
prOa'.L'13 props :S•::1;Or/ 2 - _.:
era=il:cr.i:.e.' r,_:::wit: s•'_ —
D and E of this pa.^ rt pe:ivcv.
till) A�: Y.�::: prwttCn $!tall v :]d e^
r.:c' La-- v-•••..oc, tc
c^ployt cx?osu.= to a.: a•' or;^.a-
coataL^3.:3 a cc - C -Cn C. a
Ilacrabic 3a _. cx c::0 :e.— : c:
t`e tow c. «.acs: __..... C. _.c gar:.
(iv) I --
r. cc^tuts art urn: t.:: a.-:
intended to r' - t.'-^_ Ic.-. C:
atmosp'c::: c''---a's to ace-c:z::
levls tc:.3 s:31 be wcdccc . c-:-
as nr_rr.;ary to escs L'.:t '-.•-
4
nuns: hc—. .. Ste.
(2) Emergency rescue ecui:rert
as biv;hing ac:a r.s, asafe-i ba._ets
and line, C. a basil:: scr.:c:r, s=aes to
readily availac!s w'-: h•
etmospl._.^.C G^.__._ors CX3: C: .^- _?
'reasonably be e. tcd to devcoo d. _, 3
work in sa exca'vatiCC irJa e1.n?G =:
shall be a:.- dc? •••c. he -c
Cs EC..piove:s :^:e- - 3 boil -terns
pier holes, Cr ether si=:!a: do -p and
coafited footing c:ava_ccs, shall wean
a harness wi;a a li:r.' ne sr_ -'v a^=c=c?
to it T,:e line!_:e •Shali cc •_:? =^:: CJ
any tin: used 'o'L-dic rnat:cats, z
s:.a!I tc -.d. •.-- y ar.e ::c • a• a.. =a
wh_-ethe a=C*.OV= �atig tie L::^: s
in the excava 1cz.
(b) Pro u^on frcn: ec t^.rds cac.-- a Iv_i: Ivef.
a::uniuta.".an.
(1) ."..-p:C;'e S.'.::i rCi ti'C'C -.
u1 which Lac:: :s eGC:...C... _. tv3;-.. cr :.
excavations t.4. w',^.c3 wan:: S 2:: •'-'�_.__._.
L•^j= adequa.C ac's C..^.S':'+: ten^.. '1<: :J
pc(-' o- :D Iov!cz a Za ::S: .:.C I'�• CCSLC -
:.O .:.:__.: .C!__S : ':'-i tai-,
sicuatiot, but CCL'!d irC CCe -
s::e!d sus:its :o .^c:::era a': e--.: •y::::
OVA to C...._... -• •• -
-
----•e
w'a::r. Or us.: C. a S —Cr/ .^..- W '1'.C Ina::L.4
aCC-...- —.3
:
tie
L:
C•
c: ]:C ^— ...4
eqc? n at the
ava:r
T.^.O %a!
:_.t_c^:c:
3f
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OCCUPATIONAL SAFETY AND HEALTH 1926.651fh)l) ,
RECUUTIONS AND PROCDCRLS
operaticrs shall be monitored by a c" --e--' is provided to, protect employees frtrn the ,
pc ern to ensure proper operac:en. possible collapse of such s =:tires
(3) li excavation work nterapts rice na;nra! (j) Protection ofemployees from loose rock or
drainage of surface water (such as sueas), soiL
diveica ditch=, dikes, or other s:i:abic ricers
shall be used to prevent st ac: water from.. (1) Adecuate promotion shall be provid:d to
entcng the eccavauea and to provide adequate protect employees from loose rock or soil that
drainage of the area adjacent to the exca:atior_ could pox a ham. by falling or rolling f. -cm an
Excavatioas subject to turnoff Ltr .. heavy rai:s ecavaticaface. Such protection shall consist of
will require arc inspection by a =once_:en t scaling to remove loose mat^al; installation of
person and compliance with pa.'agra:hs (it)(l) protective barricades at intervals as no==sh.-;
and (h)(2) of this section. on the face to stop and contain falling material;
or other means that provide equivalent
C7 Stability of adjacent structures. prote_tiort ,
(I) 4/ — the sabiTty of adjoining buildings, (2) Employe= shall be protected from
walls, or other sttucturs is e..dange;-d by excavated or other materials or equipment that
excavation ooeations, support systems such as could pose a hazard by falling or rolling into
shoring, bracing, or uadc.ein.^i:g shall be excavations Protection shall be provided by
provided to curt . the stability of such placing and keeping such materials or
st-ucttzres for the protection of cptoyees. . equipment at least 2 feet (.61 m) from the edge
of ecctvatiecs, or by the use of retaiaig devices
(2) Ecava6ca below the level of the base or that are sufficient' to prevent materials or
footing of any foundation or rttizing wall that equipment from falling or . rolling - into
could be reasonably expected to pose a hazard excavations. or by a combination of both if
to employees shall not be per.:nit:ed =more= necesss y.
when
(1c) Inspe. ions. I
(I) A support system, such as
u-derpinning, is provided to ensure the (1) Daily irspruocs of excavations, the
safety of employees and the stability of adjacent areas, and protective systems shall be
•
the srucn:..; or mad: by a competent pcsen for evade -cc of a
situation that could result in possible cave-ins,
('u) The cxcavatien is in sable rock; or indication of failure of protective system... —.s,
hazardous atmospphers. or other hazardous I
(ii) A registered erofessiona! c g:---- cc r.diticrs. An mspec:ion shall be cccduc:cd by
has approved the dc:e. ninaticn that t;.: the compcten: person prior to the s:_' of work
-roar.. is sufficiently r moved :.Vin thr
oughout the shift t:. Yeztic-s
excavation so as to be unartce:ed by the shall 119 be madc aP_ every raL's:orm Cr other '
excavation acuvity; or hazard ircesing o«•_ —ca These izscec:ions
re only rtg'ui:ed when cploy:e :x cs.— Ca'.
(iv) A registered profcssional C-
(iv) be reasonably ruciea� d.
has aeprovci the dc--_i-'or.ni
enava:icn work u'd not pose a h�a:d ter (2) Whore the competent pos=e.- finds
e.:,Drove. evidence of a situation that cct!d result in a
possible cave-in, indications of fair^ of I
(3) S:dewa!l's, pavcm:ns a. -.d acper:-a.-: protective sysems, hazardous at ..m=cc=. or
structun shall not be Ur:dC.^. --" lL kss a c hC tt' 'tout conditions, e. osc C:piOyCCS
support system or another method of ?rtr_:icrshall be r:.ovcd from the hazardous aria tar.:ii '
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oCCLTATIOYAL SAFETY AND HEALTH 17..651 �;r_1
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the ceecsary precautions have beet taken to
csun thci: safety.._
(1) Fall protemon-
(I) Walk -ways shall be provided who:
cnployec or equipment are required cc
p mile to cross over excavators. Gu.-ardrails
which cc:..:ly with 1926302(a) sat! be
provided what walkways are 6 :ecru (1.3 m) or
mere above lower levels
(2) Adequate harrier physical protection sha!!
be provided at all remotely located exea•:atiors.
Al! wells, pits, shifts, et:.. shall be barricaded
ec coved. Upon completion of exploration and
other similar operations. ternpotary wells, pits,
shifts, etc-, shall be bac lled.
(54 FR 45959, Oc. 31, 1989, as attended by 59 FR
40730. Aug 9, 1994]
1926.652 - Requirements for Protectiv e
Systems.
(a) &otec^on of employees in ecavhhors.
(1) fact employee in an excavation shad! be
' protected Emm cave-ins by an adcqua::
protective system designed in accera-cc with
paragraph (b) or (c) of this section except whc.
(i) excavations are trade cct:-c:y i:.
stable rock; or
' Ci) excavations anless tic_. 5 fr_.
(1.52 m) in depth anal car.._ a_cr. -. e
ground by a competent perscr..avi_cs
no indicc nor, of a potct::!
(2) ?:derive s:^s r sea!l hay: :.: r_e_c,
to axis; without failure all lords t}r _-e
:er:d? er could rtascnably be ex� c:cc to be
ac -!ICJ err ^S ..LCd to ...- a s\_;::.
(b) Darn of Biopic; and bench in: systems. T. -c
r•7
slopes and corXigurat:ors e: siccr = a..'_ ;c -c
syste^s sha!I be se!cc:cd a-._ w- --_c:ec c
e-tployc cc his desg-cc and.............
the require.:. -^..s or para_ac �A A c-• _. cc
a ' at vet p_a,.,J (V,(-). c.. J. a..c. -.. . e
paragraph (bX3); or.-. 6`.e ail:eraa- -. p:a_r.,=
(b)(4), as follows:
(1) Option
(1)-Art+racie
cr.a
r:
and slopes.
(i) excavadoes s ac ere siccee a: a--.
ar.g!e not sr__e: th'. etc a -.d c-e.:_ft
horizontal to cue vcdeal (It dcy.ecs
employe uses ore of the ether cptcrs
listed below.
(ii) Sloces speciaed in oz: -3==b
(b)(1)() of his 5C,._ , s a!1 Ec
Cccavaled to form cerf:F_z.__. .at =e
in accordance with the slcces shown for
Type C soil ia A:•. -`e -__C 3 :a this
subpart.
(2) Option (2) - Derenriaa^on of slopes
and config'ura:ions V.iro Appc-r.'icc: A a.n.'.
B. Maximum allowable sloocs, and allowsb:e
eorlg•_ratiors fC, sia__ g a-.. 'erecc -3
sys:=,shallbedc:e:.. ?it.arc:.:__•:ere ._.
the conditions r.d S---en'.e^..ts se: fort: c.
appendices A azd 3 to _:s a cpz_
(3) Option (3) - Desig st:...,� on: ec
tabulated data.
0) Dcsi.-z o: s!c.ic3
c:
;,ccc=_.g
accordance wilt^. tacc:_ec_
d_:_,
sire
as
cables art_ c^_
(ii) T ire Lbt:!_:e'_ %_t_ Z._:: y _.
written fc. . r._ z:._!: _ ::':cc •-.. _f
fellow_.
(A) !dc .;..c,:r.. C. ..c
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OCCUPATIONAL SAFETY AND HEALTH 1926.652fbl(3)fihYBl
REGGLATIONS AND FRGCEDGRES
(B) Iderttifcuicn Cf the li.^;it3 of (c) De .gn ofsupporr rysra tr, shield rysrent , and
use of the data, to i.c!udc the wirer pretecive rystens. Designs of stoeer. s: stets
r..ar..itude and cc -An=ion of , ric!d sysams, and other, protective s;s,^s shd! c
slopes dek.:.jned to be sat:; sdec:ed and c -- — .'over! by the employ- or his '
des.,..r- and shall be i. accordance wit}. the
(C) Explanator: r.f r..atior. 3s t 1L r^CL;ofpuzaach (c)(1); or, in the alto-a::ve,
may be tc.t:a J to aid a use: is - paragraph (c)(2); or, in the alternative, pa.-agracn
.....ling a coe=d sc!ec:icI. c(a (c;(3); or, i the a!te-tative, paragraph (c)(4) as fai.'oxs:
protective s+s.:e t tree., the dat.L
(I) Option (1) -Designs using appendices
(ii) P.: least onto copy of the ubulated A, C and A Designs for timber shor-:g in
data which IdC.^.tiP- �.� c e rC2:S.e:eC C: es shall be dot ...Lined in acccr R�. dance
ce �vcd &cthe conditions and requiremens set forth i. protcsenal engmecr who a
data, shall be maintained at the jebste aceerdicc A and C to this subpar. Dergrs:or
du -:.^g rnst-uction of the pairc:ive aluminum hydraulic shoring shall be in '
s+stern. After that time the data may be accordance with paragraph (cX2) of this
stored off the jobsite, but a ccov of :1:e section, but if manufacturefs tabulated data
data shall be made available to the cannot be utilized, designs shall he in. ,
Seaetary upon request accordance with appendix D.
(4) Option (4) - Design by a registered (2) Option (2) - Designs Using
professional engineer. irfanufacturer's Tabulated Data. 1
(1) Siccing and benching rest_ --s act n Design of support s+stcs, shield
utiliahg Option (1) or Option (2) Cr srstttrs,orotherproteClvesysterrsthat
Option (3) under paragr3ph Co) of this are drawn frommanufaettr'stabulated
soon shall be approved by a regirc-'_ data shall be in accordance with all
prefcsion3l engineer, specifications, rrcommendatiers, and
limitations issued or made by the
(i) Designs shall be in written form manufacturer.
and shall include at least the following:
(ii) Deviation from the spec[ 9catiers,
(A) The mnagnicde oc sIoces :c.crnmctdadons, and limitations issued
that wee drewLncd to be safe for or made by the manufacturer sha!! only
the ea.^icular project; be allowed after the manufactu.M issxs
s.e."'c watt= accrovaL '
(B) The con::a:iurs t.=:
Wet. de:C^..:.^.C- t0 Cc ]a7C iCr::.C (i ) N(anufaC^ ufs SCczUic:i:CCs,
cmt'ticular:r0)-_., =a m.^.cnd1tiors. and I'titaCCrs, anc
ma.^.L't1CR:r-S approval to CCv;,... . '
(C)-- thesccii:Gatiors rezcmmnendatCL5. an.
[e,�:5: _^.ed C.'CICS>:C:.:. -- '- !'� :tat:pn5 shall be in avrt3en :Cr- at -.-
3p7rovinc the d -s:.-. jobsi:C durng corstrtct'Cr. Cr t:
: CtCc:Ive TS:em. Aft- that
(Ni) A: leas: one ccc C; Ce d-5:^' data may be stored off the jobsite, be: a
shall be main:aic-d a: t^e ices::- ��^ c copy shall be made available to the
the 51CCe is bc:ng cJ....SL- ._L. r.::-: _.1! $C_Sta:f L'7cn CL,cest.
L' :.- the d5.^.. need nor .e C: the )CLs::C,
but a copy shad be mace c•:�:::tic :o ;:.c (3) Option (3) - Designs using other
Sr_: etas: epos, ti qua;- tabulated data. '
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OCCUPATIONAL SAFETY ANT) HEALTH 19'_6.6=.1c`.rl f )
R:CSaaTiC.S A.ND PSCGDC v
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n Dcigrs of support r/st-'s, tic!d
sy '. err ot.''.e protective rfste rs shall
be sc!cctcd L•oc and be in acccrt a.'u:
with tabuated data, such as aeries and
chars.
Cu) The ubu!a:-d data shall be in
w r.ea form and include all cf th
following:
(A) Identificaticr. cC the
pal:.etc that affect the sclectioc
eC a protective rystes drawn from
such data;
(B) ICctiEcaticn of the IL-tiu of
use of the data;
(C) Erpla story information as
may be acc-w.y to aid the rue u
maiciag a correct selectica of a
ptotcctive systeC from the Call
(tin) A: least oee copy of the tabulate
data, which idodfia the ttgis.=t'
professional baguet who approved the
data, shall be maintained a: the jebsi.:c
du^.ag construction cf the pr_tr__v:
Sis.= Xfter that time the data cav be
stored off the jobs:; but a copy o:::
data shat' be made available to the
$ee-ay upon rquezt
(4) Option (.Q - Design by a regisr<red
professional end ineer.
�) $_..ca ifs; —s, shard
and cL._ _—Vec#t •C rl S.C s sot 12.L_• g
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Option 1. Opticr. 2 or Op boa :, accv:.
sha!i be approved by a r---''
prcf:ssicna! :ng=.c_..
() Des:z.s s all be in w=::.'.:r-..
rd scan _ c!udc t: fo ow tg:
4', and :C'_:j_. ]::O rS Ct
^1::aa1s to be used _. L`.c
pm: c vc rtr,::r., and
(B) The id -i5' r. .x
of_ .
apprcv_.g the dci�
(iif) A: Ifs arc ccov cC rite
do
shall be Lamed a: the;cb .• .
d_�.,
cart-:c�c r. cC : pro:-_ve r: s::-.
A:= ;•
ha:.P^e, •:.''.'ir. r_af cc
Stir:-
off the jobs::e, but a co -y CE '4.-
c --s-y.
-
Shall be made available .o ...- $C-
:
.S
upccr-_.uesL
(d) Materials and equ _amert
(1) - Mate=a:s and C.-U:pm-: us. -d Ccr
protective syr.-=% s.sS be Lee a:oC d'=ate c^
defects that cig`_::^pa_'-their :cc `_aria-.
(?) hfar: far = -.-•.- •rd e__=r..
used for protective rrst—s sbaU be us rd and
maintained in a m'.=cer that is ccrss:e.t with
the rtcor'- :3_or3 of the Ca.^:._r1Ct r, and
in a moaner that w-' p -v -t __.pioyc:
CCposuro to hazards. ' - -
(3) Wh- ma•�_r c• e^::err-: •L a: is -e'-
for protective sys:e.=s is dda_-.aged, a cp=er
persc-n shall e a :. : the ca:e.-a! ore.._._.= c-:
and evaluate is r-�shi!:-: fc. c:.I. _- use. Lf
the comp-'tp mr:ca^:o:as..._:`_ccatar:
or equip=-: is a..!e to rapecr. the -dam
loads or is cu errs: suiaale fc:s_`: ,..: L4-
Stich material c; e:_:: =-t sc_'1 w r tov:d
C-om sumac, -anal sirs!: be erai_at-� oral
approved by a-S:s•.crw ,cfsiceai -See_.
before bcag r:^�-:cd tc serrcc.
(c) Insratladon and ren:ovcicfsspcc-•
(1) Genes-!
(i) �--^cc;cCr_•_x-..:efts
c:
s!ii.g [.iii.',
licco-.:'s,
o:
pr •'...cab!::a .....
C) __=err. r• sire^s s _.,IT be be --sit_:!,d
and -..._..- -.a-'.__.c..L •
C-lpiot':l: f.__.,C C3�. iC-i. S_1'.:....'
collapse:, err C:c,:, clog s:::es c
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OCCUPATIONALSAFETYANMHEALTH 1926.652(e)(1)ful
REGULATIONS A -ND ?ROCE.DCRES
cc. -.boa of the support s+ste:.- (g) Shield systems - '
(w) individual meabc of appert (1) . General
r;.e-es shall net be subjected to loads - '
exceeding those which these Weir (1) Shield rstems r--4 t not be
were dcignd to withstand. subjected to leads exec i :g those which
the sus:em was dsizted to wii:.-ta; d
(iv) Before temperuv r^oval ct
individual members begins, add ticcal
precautions shall be taken to ensure the
safety of employes, such as installing
ot`-et syuc:ural mmben to cany the
leads imposed on the support syst..t-
(v) Removal shall begin at and
progress from, the bottom of the
excavation. Member shall be r_!eased
slowly so as to note any icdicatioa of
possible failure of the r=aining
meabcs of the structure or possible
cave-in of the sides of the eccavatioa
(vt) - Bacldrlling shall procss togcthe
with the tcnOval of support s+s'r- 'c from
cccavaCons.
(2) Additional requirenunts for support
systemsfor trench acavanons.
n Excavation of mate -^-al to a level
no great~ than 2 fed (.01 m) below L!:z
bottom of the mmbcs of a suppert
systm shall be permuted, but only if the
system is designed to resist the fonts
calculated for the full depth of the Lt -Ch,
and the= art no indications while Lhc
tench is opn of a pos;iblc loss of soil
from behind or below the baton of the
a:cper sstem-
Q) Icstalladen of a s.:cper- sr;
stall be e!osc!y crordc.arnd w k the
cccavation of trenches.
(t) Sloping and benching sytencr. E
plows
s^.all act be pc..:^-.:.' to wcrk on the faces o[ s!coed or
bunched excavations at levels above other c-p!oye_s
except when anploycc at the lower !eves tit
ade;uatety pmtc:zd cum the hazsry of falii.;. ;Qlli-;.
or sliding mateisl or equipment
(U) Shields s::a11 be iar,.ailed in a
mannc to rstrict lateral Cr other
hazardous movemnt of the shied in the
event of the app,ucaioa of suddtz lateral
loads
(tie) Employees sh,Il be protected from
the hazard of cave-ins when entering or
cdting the a:,tats protected by shields.
(iv) Employes shall act be allowed in ,
shields who shields arc being installed,
.moved, or moved ve ically.
(2) Additional requirement for shield
systenu * used in . benefit Cava 'ons.
Excavations of earth material to a level not
greater than 2 feet (.61=) below the bottom of
a shield shall be permitted, but only if the shield
is designed to resist the fort cs calculated for the
full depth of the Coach, and thet are no
iadicat cps while the C=ch is open of a pass'lIe
loss of soil from behind or below the bortcm of
the shield ,
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OCCUPATIONAL SAFETY AND HEALTH 19=G Subna- P Ain A
n=cL.c:o:Y5 A.'D?ac cDua=5
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1926 Subpart P App A- S oil Classification
(a) Scope and application -
(1) Scope. This appendix desc^bes a met: cd
of classifying sod and coca deposits based cr
site and avircntenul cocdiiers, and on the
stua:r_ and composition of the earth deposits.
The appendix contains definitions, scs fort
[equinetotes, and desclbcs act puble visual
and manual testa for use in classifying soils.
(2) Applicacon. This appendix applies whet
a sloping or benching systeat is designed
in accordance with -the t:qurr.•.e:ts set forth iIt
1926.652(b)(2) as a method of protection for
employees front cave-tns. This appendix also applies
whet timber shoring for excavations is designed as a
nchod of prccte::cn from cave-ins in accordance with
appendix C to subpart P of part 1926. and whet
a!;_^.iaaa hy'dnulic toting is designed in accorsx:
with appendix D. This Appendix also applies i.°other
protective sys;cs are designed and selected for us:
fum data prepared in accordant: with the
requccsenu set forth in I926.652(c). and the use o:
the data. is prt_dicated on the us: of the soil
classification. ryz= Set forth in this apps -4i`
(b) DejZnitior-s. The de`r_tiers and ex:-:.ples given
below are based on. in whole er in par, the following,
Antcean Society for Testing Materials (ASTM)
Sardards D653-35 and D2433; The Unified Soils
Classification Sys_n: The U.S. Depar,.-set of
Agriculture (USDA) Textural CIath! cation Sc;.eme;
and The National Bureau of Stand: s Rrcr.
BSS -121.
Cemented soil meats a soil i wh.c. \c
pa.^,ices an held :ogc.: a by a c cmica! agent, such as
calcium carter.;, s.'ch that a hzrtd-siz: sat p!e cannc:
be crushed into powder or individual soil p .-ticles by
r_g:- p:—ss.._
Cohesive roll m:a.^s •clay (f::e z: aEned
snip. e-
sci! �r,�
a hi;.`. ca.
ccu^r, �.... . =as
tai:,.. -
st:cngt .
Cohesive soil
does not cnu-blo
can c
cC:avatcd
with vcr icll
sidcs!OCCS, and :: pls:ic
wh:a
mci_: Coheive snit
is ta- :o
b --a:< cp w in
;',
c..,&.ibisr;gn c:
Cohesion. WhC.^. sub------'
CCC:a:':- -- --
ciaycy s3C sandy clay,
s:[ ;: clay,
clay and Cr:— :- ca?.
Drysoiln .s s:::::.a:dcescot c:c:.ibi:•:s:�:e
s:;r o: cots::: cc-:-:_
Fissured m:a-s a sc.. ma::ral t.a::a≤ a
t_ .d= cy to brtac alc,.g de:_::e :_._. c: =:-.e ..
little resisu.^ce, or a ma:e_.ia! C a: e. ::-s c:
cncka, such as tension cn:ks, it a.: cotes:d 5•�'.ac:.
Granular soil means grave!, sa :t,' or silt (scars:
grained soil) with little c: no clay w:: :c_ Ontn-
soil has no cohesive s::ezg . Some ancis: g:>. -:!a!
soils exhibit apparent eo:.esie . Grr.ular soil ca:_ c:
be molded when, coinand c =.^hies asiy whe-G-; .
Layered system 'c Cr more
different soil or rcck r+pcs a -•a: getd in lav:-s.
Micaceous scams or w:1k:' ed p! a .G L^ rocker that:
at: considced laycc'_
1foiss soil r.:a.s a c-cad;ccc _. w
*.jch a soil
looks and feels da.^o. Moist co:.:stun SC:L :'- cas::y
be shaped into a bail and roils i=:o stall dim-nc:-
threads before ores-bling. Moist g =.ula.- set that
contains some cohesive-a::r.a! will cx'_oi: sirs cf
cchesier. between perc!es.
Plastic mss a prcccc+ cf a soil w•'..'ch allows
the sod to be d - '-r-4 n:? o- —o'-dwithout-'<::.g. or
appreciable volume - -3:.
e
Srt::.rared so:'r-:zs a sell is w:_r.. the +&_s
are filled with. went
:r.
Sarlrar_ordcc rc::-nest!:
`ow.
Santa:ica, c-
rtar set._._'. r.,
s
r_:es:.a?
:car i::.--pc-'_s:
c[
its•' -ems r c
as
a pccle: pe..-..
r: -:e_
.. C. s`e:.
v anc.
Soil doss:fit^:tor, s : e -e_s, for
pu^osc of L'S sucpa-, a..._r.cd cf _ . -.; soil
and .o+ck do psis in a :: —'v cf Sabi: R -c:<, , -_
A. Type B. and Tyx C, in ce:-as:n; r':- er
s:aiiir; Th: ca::;r..:. -.. __.:.... _- acme cc c..
anal.:sis C: l.`.: -C:`e�:e:: ,_-••_._::
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OCCUPATIONAL SAFETY AND HIALTH r - • • I9.6 Suboart P Ano A
RECLUTtONS ,LYD 7RCCZO L'R.S
the dposib and the enviror .enul conditions of (iv) Sou that ceta the cf•-.'
expos:.=. cccprrivc r^3h cc cccaticc
r
f.qn L^eae^.LFCC Type A. but is `•_t- or
Srabte rock means natural solid tai.^cal matter subject to vibntic or
that can be ccoavat^d with unreal side and rema`.
intact while Deposed. (v) Dry rock that is net sub!e; cc
Sabmmedsoil mecrs 5Cd wn;Cn is undcrxa:er (vi) Material that is pact of a sloced, lay-ed ,
or is fte se ping. sysea where the layers dip into the ecca:a_czt
on a slope less steep than four horizcnul to cc.
Type A means cohesive soils with an vertical(4H;1 V), but only u the taatea! wCu!c
tmn •^e'c. dacpt�:ve s^egth of 1.5 ton per squaw otherwise be classi.`•c: as Type B.
foot (ts) (14•t kPa) or geater. Era..^,:lc of cccesive
soils ate: clay, silty clay, sandy clay, clay loam and, is Type C tears
some cases, silty clay loam and sandy clay loam. -'
Cemented soils s ch as caliche and hardpan are also (!) Cohesive soil with an txee:`ed
considered Type A. However, no soil is Type A if: ccmpr ;ve stagth of 0;5 tsf (43 kPa) cress,
or
Cl) The sail is ' •cd; Cr
(u) Gnaularsetls including gaud, ✓'c, and
(u) . The soil is subject to vibration from loamy sand; or ,
heavy trafic, pile driving, or similar^ effects, err • (ur•) Submerges soil or soil frcm wbict watt
(w) Tnc soil has been previously disc r5cd; is freely seeping; or
(iv) The soil is part of a slopes, laye:! (iv) Submerged rock that is not stable, or_
system where the Jaye.:, dip i^.:o the excavation
en a s!c c of four horizontal to one vertical (v) Material in a tp�d, layer..'' sys e '
(4H:1 V) or ate., or where the layers dip into the omavatioa or a
s!cce of four horioabl to one vertical (4 K I V)
(v) The material is subject to other factcr or steeper.
that would require it to be c!assificd as a
stable matc:iaL Unconfined compressive s?argtft meats the
load per unit area at which a soil will fail is
Type B ra cox;resic It can be determin cd by laboratory
testing. Cr ctttat-d it the field using a peck.:
Cl) Cohesive soil with at nccutred prey erect, by 4h'.:.•nb pene'7Cc tests, and other
com.re i c scngth ga:t than 0.5 s. (_a
kpa) but less than 1.5 tsf (144 ki'a); or
We soil .•^••ea -S soil that err:2ms s —L :cl:uy
(to Gr_^ular echerenl soils ir.ciudL y: mare meistu.n than racist soli. but in such a range of
aagu!cr cu':.[ (similar to r. s e'. ^roc), sit: Si:: •: a!scs that cohesive mat= a! will slump cc begin to
lean, sandy lc_-: ard, in scmc rs.s• s_ry C:.:v flow when vibat:d C•r=.al_^ mat^ail that would
loan a.^d sandy clay learn. c _ibis cohesive FrKtcs wbc test will lose t csc
(iii) P-:iCL•sly disturbed soils c:xcvt thusc
which would otherwise be ciasrcd as Ty, -c C (c) Requiremens -
soil.
(1) Cuss fir nior. of xci! end roc.: deoosls.
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' OCCLPATIONALSAFETYAND HEALTH 19_� Su Jr,--? An _3,
REC L'LA tONS AND:RC-rEJ t':nZS
I Each sod and rock deposit shall be c!assi::cby
• a eompc:ett peon as Stable Roc. -Type A.
Type B. cr Type C is accordance With the
definiticrs set forth in paragraph (b) cf this
appendoL
(2) B.:rcr o c(anlj/Zcton. The ciazzifcaicn
' of the depcsits shall be made base cn the
results of at least one visual and a: Ica s: one
manual analysis. Such analyses Sall be
conducted by a competent person tsing tests
described in paragraph (d) below. or in other
recognized methods of soil classincaicn and
testing such as those adopted by the Ameican.
' Society for Testing Matcals, or the U.S.
Depa.ttc.L of Agicultz n tct"aml c!aSSLrca::cn
system.
(3) Vaud and manual analyses. The visual
and manual aulyscs, such as these ncted as
being acceptable in paragraph (d) of this
• ' appendix shall be designed and c. rduc•_ to
provide sufficient geantitativc and qual:L:t:ve
information as may be necessary to idea:::!
' propciy the propcRics, factors, and ccrditicrs
aaect:.^g the classification of the de csits.
(S) Lay'cedsycenv. In a lave:ed sirs -,the
' s stem shall be classified in accordance with is
weakest layer. 'rowever. each lay— -'sy be
classified ittdMdully where a -Cie trier s:able lav
lies under a less sable lave..
(5) Rec!assfeadon. L`. after c!asr;:'.— tg a
deposit. the pr p=%ies. fac:c.;, or cordkiers
1 affee:ing its c!as.::mien chi--gc ;"- _.;' wa y, t`•c
changes shall be evaluated by a c' —'e''
person. The deposit shall b- .=class: ed as
nCc=ry to Rfcct to;ed ..:. _:: L_."..Ci.
(d) Acccpta5(a visual and nir. r. L:rs::. -
(I) t/utal rz= Visual ar.:ivs:s is - ••---:-_'
to de:eaxc quaitnuve in:oc-a::c. ruin-:
the exCavatior. site in .mein., _ e sc:i -.d;ice:::
to the exavacon. the soil fo' t^. si... c:
the open &xCa'::::0n, ar.d it.:: pn_.. :1
S.^..ph f r.. :x: v]tc' z. •:C:••�
(i) Observe s].^...Jc cf son •"' ]:C
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cx:ava:ed and s -it i ::: c:dC C. C.-
ccnvat:cr_FF~:.a:_
a._.gec:____:c
size] and
Lhe •re:]L"%e a.—.ol_.= C. :..-
Miele S.---.
Scil that s r —
coin oxJ
g..
cf r...._ .-.:..a _Y.:r, i
mace of i
CCC 5:'%C rna:en::. SCa
c.^.^..Ccr=._
.. �� t• f C: e_c •.^"
rave',
sand cr rave',
is g; 1:::!a.'
(i) Observe soil
as is s
_ _._
Soil Y r:n-tli s
L. C.Y
-:' e
Y.
_s
c(tavat is CC CCs: •.L
S C: 1 Lh a:
bC-::::
easily and doe cct
rav _:
•c ....:S Sc
g:anula:.
Clit) OCSCNe the side of t: _ are-
excavat;n and the s.face r:a
to the cxcava_oa. C:ac •uc: Cie -_-5.
such as tension cracks could
fissured rate :aL If c::.:: c cf sc:: s�.cil
off a veinal side, the sc:i ccu:d be
fust__d. Sm:ll spans A:: e•rdence c:
cov:ag &Ou.:d and a:: is d:ca:icrs c:
potcaally ha=a.!cis si^.a :s.
(iv) Observc the a:ca acacen: to c
cx:ava:i-L and '.'e exCa• - - - Pse_
evidence of c> sin3 e22:v rd ccc.c
u.^.dew-muzd st-uc e; ::s, and to fide::_!
previcesly c'a:t"ccd soil.
(V)
Obe_ Jed the
ice.. rC_
cc
exavat:cn
to fine^_::
lave -d 7'.
S. a -
Fxctne!a;=syszcnnstoic=:_!•:_.e
laycs s:cp^_ town."..- Lhe Cc]':3;iC
s. rzate the nest-. of •s:e=e Z: '� a !a ve
(v) ObscrS_ _._ r-'----------0. _ c
cN:aVa.. . l.' t..C $:G_'S Ci �hC .^.CC CJ
cwavaLC... f•t.; Cv:CGC: Ci Str Ce..ar.
W n.4': S--- .S : _4 • vie r:CeS C.
•
GC3':a::C^.. Cr •L..-. !CC CL'C:. -• �.C .. e! Ci
the wa:e: t1'ic.
(vii) Oce +e •..e a._: a_,_ae :.c _.-
excava..cn a.... •' _.e Y. e_ •V:an
exc:v:::cn :Cr ;r._r_es Ct .:c _...:r. _ ..
r.:v z: .......• 'e r.:t:ia C: cf ::.- _::r: _:ice.
fac-.
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OCCLTATIONALSAFETY AND HEALTH 1926 Subpart P Ann A
RECeLATIONS AND PROCEDURSS
(2) Manual resit. Manual analvss a stet! prssrrc. This test should be coeduc:ed I
samples is conducted to dcte^ire quahutative on an undisturbed soil sa.tpie, such as a
as well as qualitative proputics of soil and to large clot.^.p of wail, as seer. as
provide more information in order w c!aas s` practicable after exavatica to keep to a ' 1
soil proeerty. ""'S iurt the ei- ' of exposure to
drying intluences. If the cxcavaticn is
(I) PLzrtic rr: Mold a rois: cr we: later exposed to wetting i :fluency (rain. '
sample of soil into a ball and at:cr:pt to flooding), the classificaticc of the sci!
roll it into treads as thin as 1/3 -inch in must be charge' accordingly.
diameter. Cohesive material can tc
succas:ully rolled into threads without (iv) Other strength tests. Estimates of '
eumbling. For example, if at least a two uncenfzed compressive strength of soils
inch (50 mm) length of Ira -inch tread can also be obtained by use of a pock-:
can be held on one end without tort z• penetrometer or by using a handaccrated
the soil is cohesive. shearva e.
(u) Drysrrengeh. lithe soil is dry and (v) Drying test The basic purpose of
r. ambles ee its own or with c4—' the the dying test, is to diLTeestiate between ,
pr_sur: into individual grai^s or fine cohesive material with fissures,
powder, it is granular (any combination unfissu.w cohesive material, and
of gravel, sand, or silt). If the soil is dry granular matriaL The procedure for the '
and falls into clumps which break up into drying test involves drying a sample of
smaller clumps, but the smaller ctumes soil that is approximately one inch thick
can only be brake up with d.0 culw, it (2.54 cm) and six inches (15-24 c.) in
may be clay in any combt.:tatica with diameter until it is thoroughly dry: I
gravel, sand or silt. Lrthe dery soil breaks
into clumps which do not break up into (A) If the sample develops
small clumps and which car. only be cracks as it dries, s1rifica.^t
broken with di.`' ir.,rlty, and th .- is to fissurrs a.'c indicated. I
visual indication the soil is tss�.-d, the
scii may be cors-? idru.^.fisst_ W. (B) Samples that dry without
aacd:ng are to be broken by hand.
(iii) Thumb penetration. The thu. tb if considenbic forte is necessary
penetration test can be used to esi:.ate to break a sample, the sail has
the uneortfimed compressive scegh of significant cohesive material ,
cohesive soils. (This test is based Cr. t`:e cent- The
e soil can be classified
thtL tb pcnet;ation test dose=--"_ ih as an ucfssured cohesive mate: al
A.:.e^rar. Society fc: teszn3 and and the encorl:ned ccrncrssive
?.L-tsals (ASTM) Stands.-_' des; �.a_e : st_nTh should be de: _ ed. ,
D?433 - 'Standar! Rr_0 . ...
P.ctice for Description of Soils (Vsai (C) If a sample braks easily by
-%Ian=! Proccdr_.* lvv.AS.;ls w:., lea ;d II is ea^^ a I:S4..--
)T..
Y. L'^.COr�^� G0mCrS,:•:e SCeaj' Ct cohesive material or a ^tam
1.5 t✓ can be ,.cdcy indcn:d by ' material. To ds:ir _sh tecveer. ,
thumb: however, they can be perc�_ cd the two, pulverize the dried
by due thumb only with ve-; r:zt e:To = clumps of the sa.•npie by hand or c. ,
Type C soils with art cer.'=:: by s cc'.rgor. t~ lithe clumps
c0r.pr-ssivc strength of 0.; c c.r. r. be do not pulverize early, the
easily pc:tc:m:cd sc•rc^! ir.c`a `_, the =-f is cche5ive crit`. fissures.
t —b a.^d can be ^.-iced by I'"'t fu:;cr If they pulverize early into v:-; ,
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OCCL-PATIONALSAFETY AND HEALTH 19_5 Subpart PAnn S
RcC:: L.T.ON'S AND ? RCCZD C n=i
sepal! fag;.tcas, thematcal is Atosubpar.? :?_ I9_5.
gra`ulan
(2) Maxirr.Lun e?on•tie si.;c. Tie
maximum a1!owab!e s!c-e for a s:1 cep ck
deposit shall ten d:: --.ed L-:.. a.ie -! c:
1926 Subpart P App B - Sloping an d r
Benching. this appedix.
(3) Actuals:.spe.
(a) Scope and applicadon. This appendix eorttas (i) T -e ace_e! sie-e s=ail net :e
r,cc. ions for sloping and benching when used as ate-ae: :..e ��c.-._- a:0V.:::e
ce:.`.ods of pretec:_ig cployees wodthg in slope.
e'wavatiens hem cave-ins. The requirezncas of Lois
appendix apply when the design of sloping and (U) TCe ac -a! slcpe s:a!l be less s:::p
beaching pmta:ive systcs is to be pcfor=ed in than the i!o•:: a:;: s!cpe, w•h-
accordance with the rtquir==ts set forth in there am sites cc cis. —. , ..t r.^_acca
1926.652(b)(2). occur,, the s!cce shall he c.: back to a.:
actual s!cp: wEJct is a: !Cs: Ill
(b) Definidoru horizontal to oe: vc.ica! (l;?-:! V) less
steep that the trdttt a towabit s:cce.
Actual slope means the slope to which an
acavatiea face is excavated. (iii) Whct sumH3.3e loads Lim ccrrd
matt a! C: CCl'q-ta\ Ccc:ar.j
DLrtras meats that the soil is in a cacditioa equipmc; C: t2f1c art pr�Ct. a
when a cave-in is im.•aireat Cr is likely to pea=. co=pe:ca: ec:s;C shall de: -s the
Dis==c is evidenced by a ch phenomena as the derr ;o t. _c'. _. ac:_a: s:cpc __r --
de.cCpmct cf:ssz in the face of or adjacen t to as reduced ten:cry r- iiowahi:
open excavation; the subsidetce of the edge of an slope. a .d s a:! as•:- that r.c
excava:ian: the s!u_-api:g of matcaf from the face or rc!.c_ca•,;s a • ce:e?. 5;: _acyc leads
the bulging or heaving of ma: a! from the boaem of from ac;zc:_: s .r. c .._all be
an ccavaCo4 the calling of =areal from the face of evalu:w ac _> ce -.
as excavatiar4 and ravelling, i.e., nail amot_.ts of 1926.651(;.
ma.elal a.ttt as pebble:, cr !i:^_c clumps of matcial
e1y Deng acm the face of am ecavatioa and ( t) Confg_: ;^„n.. C, ._.s_ -ceps c:
tackling or rolli:.g down into the cccavatioa sloping and be :c:_:.5 s. s -.=s sha!1 to --
Afazimum aLLotvable slope means the s;e_rs
r.c'•at an exaVaioa fact that is ac:eatab!e for Lt:
rtes: favcnble site c: tditiors as pmtec:ion age ^r.
c r'ea:s, and is cxcresscd as the ^;:o of beep.=cr.tn
disazct to vc.:al ^s: (:-L V).
Short (en.m errosure r..e_s a pocd of ti —.c
Less Uh= or cc::ai :o 24 hcu:, t:: ar. cx:a.a::or. u
ooc-.
(c) Requiremaacs -
(1) Soilc'_:sr.:ior_5cdand rtckde-cs;u
shall
be e!ass 1Gd ir. accc:C�.1^cc w;t_•7 aC�C d:.C
P -is
I
OCCUPATIONAL SAFETY AND HEALTH 1926 Subnart P Apn B
REGULATIONS AND PROCEDURES
TABLE B-1
• MAXIM" ALLOW:A3..E SLOPES
SOIL OR ROCK TYPE I M.A=%rut ALLOWABLE SLOPES (3:V) (-1) FOR
EXCALaTIO;IS LESS THAN 20 FEET DEEP(3)
STABLE ROCZ VrRTICAL (90 Dec.)
TYPE A (2) 13/3:1 (53 Deg.)
TYPE B 1:1 (35 Dog.)
TYPE C 1 1/2:1 (34 Deg.)
1. Ntrabers shown in pa=eatheses next to ^ax nu allowable slopes are angles
expressed in decrees frca thehor_ootaLAng1ahavehettntn:ddo"
2. A short -ter= ^lr'-•t:_-t allowable slope of 1/2E:1V (63 dog -roes) is allowed
in excavations in Type A soil that are 12 feed (3.67 m) or less in depth.
Short -terra ra_x'—a11c.raSle slopes for excavations greater than 12 feet
(3.67 a). in depth shall be 3/SH:1V (53 degrees).
3. Slop'iag or beaching for excavations greater than 20 feet deep shall be
designed by a registe=ed professional engineer.
Figurt H 1
Sicce Corl:gwraticns
(All Siccrs rut-' Scow are itt: hcr:=coca! :o vctical ratio)
3-1.1Exa:a crscad:itTypcAsoi.
I. All s:.:.pIt sIcpc CCza: a::cr 20 fec: or kcs in do th ±ai have a ndmu allowable s!cpe of 3/4:1.
P-16
0
OCCL'PATIONALSAFETYA.`'D HEALTH I7_5 Subpart P Ann S
RECI*• LA7MNS AND?RCG'DLc i
20 rA a c.
SLVGLE SLOPE - GE-`IE.RAL
,exception Simple slope eeuvggiors which are open 24 hoop or less (shot. Lam—) Ld wb-ic;- r: 12 fe:: or;cs
ii c'ep 'u tail have a ntum allowable slope o(1/2: 1.
12' Max.
SLLE SLOPE - SHORT T -M
2.
All bccc'. excavation 20
fct: Crless
Lt
c'c:th
stall
have a
ma.`C.^.-^
aU!ewab!c
slccc
of :/; :o
Ca,x1zt_::
bcch di=te:.rors as follows:
P-17
OCCUPATIONAL SAFETY AND}CALTH 1926 SubnartPAnnB
REGULATIONS AND PROCEDURES
SLDT-LE BENCH
MULT 11 LE BENCH
3. All ccavaicns S fact or less is do h which have u.s pper2d vertically sided lower porticos shall have
a ca 4n'um vertical side of 3 12 fecc
8' Max.
A
3 1/2' PJI ax.
UNSUPPORTED VERTICA? L-: SD ED LOW cC PORTIOA - M-kxDVfU-%1 S ET LN
Al excavations ^crc than 3 fez: but act ccr c than 12 1cc: is dc; c : which u:supccrd vcicaly sided lower
per.:ors shall `:avers ac. -.c-. aliewi^tic slcpc cf 1: 1 and ^axi.^..'.:.-t vertical ride of 3 12 fr_t.
P-13
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OCCUPATIOYALSAFETYANDHEALTH 1926 Sa5na. PAnnB
.4. L, u.:O.S A.\D 7noc u..
' U`:SUPPOP.T- VcaR CALLY SD I LOW PORTION -.f ^.! I-. -T. 1 D?
All ec=',nLcn 20 ft Cr I= in depth which have vec:eilly sided lower pc.^:c:.::`.c: •c -e s•_•:ec^-a r. !coed
�. Ji have a sxczt t allowable slope of J/i: L The scppea or shield stz t tu; es:e-d a: c z I3 : =iec ace : e �,c
top of the vc.:al side.
Suotaort or sr:eld +L �.e-
t
' 20' Max. __ -
18" Miss.
' Total height of ver_:-'
SL?POPTD OR Si- ED VLRTICALLY SW LOW=? PORTION
4. Al! other simple slope. eoespow.d slope, and vertically Sided lower ccrJct ex:eva;1crs shall ce
ac :crdrtcc with the other opticns peticed tzidcrse^_ 1926.652(b).
B-1.2 Etcavat c.s Made is Type B Soil
' 1. AL s -_-pie s!epe escavatcrs 20 i :; er less is de th shall hsu a aabie slc_e cf U.
I
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' S1• -L= SLOP
?.:: cd cavacrs 201::: c: :c _. a_� sia!! ^r:car..:x: .::.:ac ;icx _[ is .- -
cc.. di^_sicrs as follows:
P-'3
OCCLTATIONAL SAFETY AND HEALTH - 1926 Suboart P ADo B
REGULATIONS A.VD PROCEDURES
—cis bench allows din cohs civa aad only.
At
SLNGLE BENCH
Thh:s bench a:awad is cchasivc call aniy
MLZTL LE BENCH
3. ALt c<ca: atics 20 [e:: Cr feu in de; th which have vertically sided lower portdcrs shall be shielded or
s-uppercd to a height a: lcist IS i :ter acovc the toc of the vertical side. All such cxcavatiios shall haver a
.^axttn allowable slope of 1:1.
Su,?or. or shield r/,tern.
'_G :+t aL N1___
aa. city o- •.r -a- _e
P-20
OCCL-PATIONALSAFETYANDKEALTH
19_G S_`:nei-?A„S
L L ( ?OR. L 1O`.
VERTICALLY SDED LO v
All
C6�C:
SICced
e.`!aa': l::OG 5.:11: _ iC!das..:e W�� •Lie CL�e: C_CC....S
--.^:.
_ .`__...__,_�.
Or- L7
EX=vaCCC3
Made C.
l ype C
Sod
S_� 1e S!CCe a :ava-:CC�'
20:::: cr Ic
W de=C
Sh1i have
a Wax-- _1_0'. 1C:e L.:
r btu
S2 `•
SLOPE
2.
A11 GCCava,cn 20 :e:: cr ICS i
de:@: which have vertically
S:ded Av/ec C^.'.C.^..5 .r A,....__:C.a C:
S•::CCRd
:D 1 a: less; I3 i c�ea a'oove
the too of the vertical side.
AU SLc cxz.1':1!ic s S'.1 Ca':e 1
he:'y'.!
=i`C_'7l'^
aflowaale slope of 11/.. 1.
Scppc^ '_e:2 rjs:cm
r -
\:u tin
l3' Mim
: .at.: height of rsf.4-. sit:
.•. S.J .O�• .V
).
SICCe.................
:.:r
^e :.'. aC W._ •:•� ••••
_•••^'5 �n�::Led
:
...-. _.
_Y ��.__ _
.Y._ Yom._.
_.•Y.. _..
.. __.-_pY�
3!.i
c.•iter. \lade L-.! gyre'
A.:
]]C^S ��� .'. _..._
I- 4 1 I...a--- $C:I $ 1::
1,...
c - --c
1.
C\..
_
__.-
•
P =1
OCCL'PATIOR&LSAFETYANMHEALTH 1926 Subnar:PAnnB
{::...a ..C.S A_\, ?aCc7..
/C_�
/1
3/c
CAA
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OCCIIPA-ITONAL SAaL ETY A.}CALTH 1926 Subnart P Ann B
R`GliUTIONS A.ND PROCTW' 0RE$
- 1
1
1
' '
C 1
i n_ 1
O C '
11/2 1
1 2
1
go�c ,
cc':: 5.�.-C1 C\-:1': ]::C:.r C-- C< ]�_.-�..�.�_ li,: _ t.� ..-�.-. �..�:JC.'::::::� 1�J.0i�l�f�
1
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' OCCL'PATIOtiALSAFETYAN'D HEALTH I9:5 Schnart? Ann C
RZCLtAT1ONS AND rRCGEDLR:5
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1926 Subpart P App C - Timbe r
Shoring for Trenches.
(a) Scope rri appedlx cant.L.z t-..crratioa that
can be used wbc umber s-.cring is provided as a
...c'.: od of protection from cave-ins in peaches that do
not ex:ecd 20 fees: (6.1 m) in depth. This apped_r
.:tut be used when design. of timber shor-ng protective
rls:eras is to be perforned in accordance with
1925.652(c)(1). OLhe timber s:.or:ag corfig'_ntio:s;
other systcss of support such as hydraulic and
pate_-rta is rys:^r, and other pert- ive systems such
as sloping, benching. s`dc!diig. and f^_i ag sys r s
be designed in accord -tic: with the requ:...caLs
set forth in 1926.652(b) and 1926.652(t).
(b) Soil Cl=ificarion. In order to use the data
pr:seated Li this appendix. the soil type or types :r
which the ecr3v3tion is made must first be de:e.^ired
tong the soil c!assif;cation method se: forth in
appcd.x A of subpart? of this pan.
(c) Presentacon of Information. L^.for-ta'ior. is
prey.:: w in several ferns as follows
(1) 1mfc r nation is prtzc:ted in tabe!a: for
in Tables C-1.1. C-!.2 and C-1.3, and Tables
C -?.1. C -Z and C -?.3 fallowing pang mesh (g)
or the ac cndix. Each able presents the
mrnL:t ern sizes of timber mernbcs to use in a
s crr.g sys::m. and each tabic cotta::s dau
only for the particular sail rypc is w`,:c-t the
GCC]'ISCCn Cf'rtCr-Cn of the CSeav]40^ 6 .^..ode.
The data a:: a.-'ar.ged to allow the us- the
Ilcdbility to se!r_'t from ar..crg se:c .:
accetub!e car�F:necns cf robes based or.vary_-g the coc ^r.:a! r i-; cf ::.e
cvssbracc. Stable rock is ec^pt free motto_
.._..:.--..-S a.^.d Lh.._'Or:. nO ...... ..:
pr_seated far is ear.d::ice..
(_) `a ban :r.cr..a::c^ wrce^:^; L. ..s c.:.
!a' Gera and t`C F:airtiors c:`', c data is
cr=am:G! T. car_•,:.,:•. (dj cf :.his arptrc s, .rtes
(3) !^`c.=,tior. cx nlainic� Lhc u:a o; the
ubulardata sp:-cr..::d.--rah:c`(c;c
appendLt.
(4) I:L`o.•-otter
ii!_-a:_.S
rtes
c c.
6:c
ta'ctttar data is p::se :.__-.Ca:]r_r"(
C:
;:•i
apoendic
(5) ? ixci!a.-.c us :S ":'y. ' '-y :
C-1.1 throup C-!.3 _-d .J_!cs C-_.i __cc,1
C-2.3 ae pt_c-- _. pccy J]0. (s) C: t.:s
Appendcc
(d) Bath and GmiL dons oj-J:e da:a-
(1) Dimensions ofEnaern:en:bets.
(1) The s;.s of the :.bc mece z
listed Li Tables C-!.! Lhrcugt C -i.3 arc
ea L.r.. •L`_e Na:iccaE Bea:: cf
St zs(` ES)r:xr., 2 ra =-?e
Technical ?.cvisiccs rest Ccrs:.c:icn
Pnctic: in S cr= g and Sicoing of
Trenches and E,czvatiors L addvtcn,
where NBS did CCt:ecaC..^..ezd See._::
sizes
r. =—.'. :, r.:_m`_cr
__s
a. _
/.of
based in. anal Isis of Y
-d
Yn
_
..___
for use
by exis.-g codes
a. -d
on
tai) Toe rccc_-- di.:.err Ons C. L^e
members iis:ed in Tabs C -I.! t .teL.
C-1.3 re: -:o ac? -al d.^_:s:c:s and :a:
nominal C'-era:CrS fl' L-.: ....
Employes wanting to nx :. — acne
shor.•ng a:: d---'-4 to ta:!cr. C-2. I
Lh:ou,:^. C-2.3. #_.-;`.avc t is -.`tees- stet
Rxla.:.cn cr ca' `-:c: c'_.:'
'c---•--•-- S'..
('-) Linden:tior o(r.r:fit::.:: a:..
Ct)i •._.•____• n • .he :L :�
S con^y :•----- a.:C ]CC1'/ ._ -
S1:IIa;tCr •`::-c'/ v c -rcxed in
fc:d. l --- _'L_ Cc•IC:C'_`^-COa=I
_...._ •. sr..r..cr.'.
_ '.a .....5 r :C: e.
Sbcr: r:::cr..s test use s:uaricrs that
I
P.,.
F,
OCCUPATIONALSAFETYANDHEALTH 1926 Subpart PAnn C
REOL LAX AND PROCEDt RES
arc not covered by &' data in this
appendix must be deigned as spccif:e_
in 1925.652(t).
O When any of the fcUcwing
ccr.d:tiors art p::' —'t• the me-izr—.
spccifid in the tables are not ccr�derd
adequate. Either an alternate timber
shoring system muz be dcsgred cc
another type of protective r:s:e.—,
dcsgtcd in accordance with l9?6.652.
(A) When loads imposcd by sntchres or by
stored material adjacent to the trench weigh in
excess of the load imposed by a two-foct soil
surcharge. The term 'adjacent' as used her.-
means the area within a horizontal distance from
the edge of the trench equal to the dccth of the
trench.
(B) When vertical loads i r,cs_-d on cross
braces exceed a 240 -pound gravity lead
dstrioutd on a one -foot sedan of the center of
the evssbrace-
(C) . When surcharge loads are present from
equipment weighing in excess of 20,CC0
pounds.
(D) When only the lower por.icr of a trench
is short and the ran ring porter, oft--
is sietor benched urles: The sloped corniern
is sloped at an angle less steep than three
horizontal to one vortical; or the members ant
sdec:d L-nm the tables for use at a dccth which
is determined from the top of the ove—.!I trench,
and not Crum the toe of the s!cccd portion.
(c) Use of Tables. The mc.nbcns of the s^.ci:n g
s+stcm that an to be selected using this :r.fer't:cep, air
the cross bnces, the uprights. and the waits, where
wads are cur' S ...mum rzcs of m -n: ors ae
rr_::id (crux r, disc:tnt types of soil. T care six
tables of irforatich, two for each soil ;roc.__
sri!
type must firs: be determined in accerda: cc with the
soil classification system described in apcendix A to
subo art P of car 1926. Using the acpropriate table.
the seiction of the size and spacing of u'- --'ca is
then made. The selection is based or. Lien dccth and
width of the trench where te hr.. em1.us arc to Lc
installed and, in mos. instances, the sc!cu:ior. is ais:-
based on the horizontal spacing of the ctssbnces.
Instancy where a choice of horzanat spacing c
crossbrc rg is available, the horizontal mooing of the
crossbr:cmust be chosen by the use•, before the s±.ze
of any member can be dete.^nined When the soil type,
the width and depth of the trench, and the herzomat
spacing of the cossbrrces an known, the size and
vertical spacing of the crossbraces are known, the size
and vertical spacing of the cvssbraces, the size and
vertical spacing of the wales, and the size and
horzantal spacing of the uprights can be read from the
appropriate table. -
(() ExamplerfollImm4Taite die Use of TaRes C-1-1
dtrouglr C-13.
(1) Example 1.
A trench dug in Type A soil is 13f:
deep and five feet wide. From Table
C -Li, for acceptable arr2agemets of
timber can be used.
Arrangement 91
Space 4X4 crossbraces at six feet horizontally
and four feet vertically.
Wales arc not required
Scare 3X3 uprights at six feet horizontally. This
a.^ahgement is commonly called skip sicrng.'
Arrangement #2
Soar 4X6 coabracts at eight fee: hcrzcr.ta'1v
and four feet vertically.
Space SX3 wales at four fee: vcricai'.y.
Spar_ 2-Y6 uprights at four fee: horizontally.
Arrangement #3
Space 6X5 crossbncs at 10 fee: hcrzont:i!y
and four fee: vertically.
Srace SX IO conies at four fez: vr:ical(y.
Space 2X5 uprights at five f-_: hcrzxtalty.
r-25
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' OCCLPATIO'iALSAFETY ANTIHEALTH 17Sc!-^a-PAcn C
HECUUT:ONS w.NO?ROCZ:)' .;
Arrangement #4 Apr¢:gtmrr.•
: �i
Space 6X6 crossbncts at 12 frier hoazcnW!y Space 3X3 crosrb
. _.cr_cc i.
' and four feet vcztically. and five feet vcttcal! .
Space 10X10 wits at four feet ve=ally. Space !0X12 wale a: five fc-: •rc'_ca'1y.
Space 3X3 uprights at sic feet horizontally. Position 2_X6 ct=y."- as c!cstt. loge':.- _:
possrble.
(2) Ersmpfe 2-
L°wate_ 'm=be-'__.-_'. ore ri :cc5.:: z_.d A Cech dug in Type B sett is 13 feet deep and groove uprights to fort rig`-: rx::za.
five feet wide From Table C-12 three acceptable
at:aagceats of etctbcs ate lited. Arra genter.: ?
Arrangement #1 Space 8X!0 crossbr_ces a: era : fie:
horizontally and five feet ve_ieai!v.
Space 6X6 crossbraces at six fee: horizoataliy
and five feet Vc:=aU_ci y. Space 12X12 wales a: five foci vc'y.
Space 8X3 wales at five feet vcr_ally. Position 2XS upr zhs _ a c!osc aet_.3
eocfigaa ion ttnleis wae' cs: ` ^ s,'- :sise�
Space 2X5 uprights at two feet hcr=eatally. Tight sheeting ¢us: be used w--- w'ate.- ctus be
rc:sined
Arrangement !f2
(4) Ezcmpfe J.
Space 6XS eossbaea a: c:3ht fee: hcr: cata2y
and five few vcr.ically. A ¢each dug i.•t Tv• pe C sot is 20 f --e: det-j a:_
11 feet wit r. The site and sza:ng c =:__e.; :-Cr We
Space IOX10 waits at five fee: ve.:r3!ly. section of trench eat:s ova: 15 f«::n deir is
de_'-rauned using Tab:e C-1.3. Orly or.e 2nn.
Space 2X6 uprights at two feet hcrzonta!!;:, ofnb merez is provided.--- 3X! 0 ._cssts at Snc
six feethorizoataLy ar,4 aye t vt =:z:'y.
A rrwrgemen: ff3
Space 12X!2 waits a: five fee:
S?ace 3X3 crosSnccs at 10 .fee: horzecsi!y
and G-vc fcc vC'caily. Use 3X5 dghc s.' -n_•_.;.
Space IOX12 waits at five .`c_: vcraai!y. Use of Table; C -' _.l �_ocg= C-2.3 would
fo(low the SY-.c FroC d'_SS.
S;,act ? Y5 u=:i3•
`.•s at two fee: v: rcal!y.
(o) \Ctrs for all Tabus.
(3) Example 3.
A z C— d::; i:, :;I?e C s`_ is 13 fee: d--- a: _ _c to be d_e.^_:.c' a s=c:::td _. 1i-d.552ic).
.•._ ._c: -.d. 'Ccsiga of P:otcvc 5%:;tt-�."
- Tiblc C-:.3:%vo ac -pubic a.--ar.^-r.-as 2. W'Sta cord '-- ct •__ad cr
a-.:c.:.•„l. LLcTg1::S:cc_.a.T.5 S __=.g•_._:...:`o :c c:
•rid
P-26
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OCCUPATION'ALSAFETY AND HEALTH 1926 SubpartP Ann C
RZCUUTIO,NS AND PR0CEDLRJ
g:ccvc) a: 1-a.. -h.__ t.che. . ,hies, s•.w! s,.ce. ptLng.
cr sitilar eccsr:c:ion that when driven cr p!-ced in
pcsicn provide a dghc wall to resist the la:enl
pressure of ware; ar.d cc p:ev=t the Icsa cf back- i1i
race;:al. Clcse She..-dng refer, to the placc^ea: c:
pLa.,ks side -by -side allowing as L•:1e rc as-- pcsstiatc
between them
3. i-... SY V..u.` Wdi_-...... - ...-.-J-.-.- Y_n"_. \O
cep_\.
i^sl!c.•' wih gc:e: t —csicn
her=omaL
5. it d e v Ica distance @on the -"fl cf e
lows:c:cssbrace to the bosom of the trench exceeds
two ar.d one-half feet, uprights shall be fruity
embedded or a cudsill shall Sc used. Whcre uprights
a.•- er..cadded- the V^cal distance from t.`.- ec:::c: e:
t:.e lower: c.:.sscrce t the act:am of the t nch shall
rice exceed 36 inches. When nudsills are used, ::.e
v -- a ds:,r_ shall not exceed 42 inenes. %Ldsills
arc wales th a: an insaLed_ at the tow of the Bench
side.
6. Trench jacks may be used in lice cf c: in
cer..:ica_en with .^er ressbrac
7. Placr...enc of c ossbncas. When the Vertical
spacing of rossbncs is four feet, place the coo
eossbrce no more than two feet below the top of the
Bench. When the vertical spacing of crossbnces is
five fee:. place the cop crossbnce no .....era. than 2.5
fee: below the top of the trench.
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P-2_7
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OCCLYATIONALSAFETYA'DHEALTH I)..;5na-PA-r, C
1G:a::ON:, AND PRGaJU:.=i
TAB1zG1.1
TD t;EV TRENCH S,"10O0• -. DiMaMM T1.�,V. _--r ::
SOLTt' EA P6 =25:h+72osfQtSC:c_ z)
::.Ilfii It 11 c�rn:r. ..ra•—.c ••
i _:
c7CSS 9Z.kc
i _: z:: —_
07
p!1
EAC=7c
W
110?P
lal:-T.
-�e
;? I9
?I
vO
oam
oa o
wm.aacct
siz.
?ACD;
1i!^
1
4
6
9
1]
IS
°='
(t
cct
4
1 5
I c I a
kkx
I
6
4Z4
474
415
6X5
675
4
&dd
...
;z5
48i0
I
474
411
4x51615
616
4
d
-"'
I
1 ::3
I0
II10ro
I
436
4I5
415
£751636
4
8x8
4
I
10x5
10
1100
416
415
615
F 5
675
1
879
i
I
I
13::5
I
I
10
6
4x4
414
476
67 .4
4Y4
z
lid
-"-
3x3
L
8i0
t
475
616
635
376
t
979
t
Is5
I
I
TO
13P
I
10
6X5
623
1615
6x3
I 533
4
8710
1 :..
I
Ii
s0
1
1 I
I
1
ll
s7s
57.5
zs
573
1533
i
10110
i
3:;9
Lr i0
Lf
6
575
SZ.
575
6 2.4
7
t
679
t
3x5
L
I
8i0 ISIS
6.75 1
5Zi 1
673
513 1
+
1 873 14
13x5 I
_II
^
su
u? iu
1
13x5 I
I
I
I
10^ 1913
3.731873
78731137!:1
i
8Z'.-01
+
.0
`770 1373
3:7
;-x3_T]
c.I
yE.
-n
n=0-:
•`fx• =�==!e=i:•=-r_i i5e��; r_r�.-r. isa 6.1=3N )r_
P•'_3
OCCUPATIONAL SAFETYA:NTIHEALTH 19'_6Subnar.PAnn C
R2CI;Lt:IOS A.ND PROCZDURSS
TABLE C - 1
TiPrcR T C:: SHCPUNG -- MlNlmel•t TiNEER RZOUi?�.'-�� : S
SOIL TYPZ 3 P
a — 45 X t + 72 psf (2 ft SDar .-c'ge)
uz.rIn
sI Ac i A c^N SPACING
.`
,EERS_•
Or
i P..._NGr.
Gr� T)
CROSS SRACE
I WALES
V J V.:151 t ti
YI YL%Ii ✓.......nc.
SS ,
�^SiNG
I -.G Z�I W��� Llr i?�illli ����/
::a.
_
^I'-1
r1S?ACING
I�I
VERT.
Crc'ET)
=P-CLNG U? TC
G -L T) 4
Uvr LL
1 6
1L)? TG
1 9
L? TC
I 12
UP T
1 15
SPACLNG4(
[rL
�. __I
5
? TO 6 4x6
14x5
16x5
16:c5
16x5
I 5
6x8
5
____I____LI
U? TO 8 6:c5
6x5
16x5
6:c3
16x8
I 5
8x10
5
___j¢
I
TO
? TO ICI 6x5
6x5
16x5
6x3
6:c8
5
110x10
5
I
to
I
I
I
I
I.
I.
I
I
10
UP TO 6I 6:c5
I c:c6
16x5
6x3
�x3J
5
jaxa
5
�t.
I
UP TO 8 16x3
6:c3
16x3
8x3
8x8
5
10x10
5
I
1
I
TO
UP TO1CI 8x3
1878
18x3
18x8
18x10
5 110x12)
5
I
f 2c�
15
�. I
I
I
I
I
I
15
? TO 6I 6:c3 15x3
16x3
18x8
8x8
I 5
8x10
5
3x5
III
UP TO 8 8x3 18x3
3x3
8x3
8x10
5
10x12
5
3x5
I
'I
TO
UP TO IC 1
ac 0
8x.0
8x.0
8x.0
I
8x 0
5 - I12I
t�
t._
5 13x5
I
I
20
See ate I I
I
I
'OVE
SNOT= I
D Lc a c2k Cr ezt_-.a_. ::;_: a b=:Z.^g s'� 5d not less than 8)U psi.
•• Nu'' - W b -s o: w z c s e...o_ ray by sLbstitt'' for wood.
P-29
��
OCCL'PATIONALSAFETYA.`•DHEALTH 19:;Sejn_rtPAnn C
.._ EL`GeLT10,'S A... 7-CCEJu
TABLEC•13
l ? c� lttt'CH$`"0LINU—ht1V `i.uN11— _t.:•c;
SOG,TY iC PH = 80X+ 72pr(2ft. St _
.
a:l
D�=im SI?E (ACTUAL) ANT) SPACING OF h ' E S' ` 1
0;
CROSS BRACE
I t✓=L3 t ,G; S •L=_-_
h'OR
WIDTH OF TRENCH(° c± T)
VERT.
1 Rl�1CF
1 i �r_ .i. `S i i1J ; r:0? c :C.
T
UPI
0T To"1215
uT)
,ACCtiC1UP
CNG
(N,! .'CFvG , �Sw I.., %)
�T)
4
6
9
1c
i)
'k''t i I I I
TO 6I
6x8
6x8
6x8
18x8
8x8
5
8x!01
5
12::6
(
I
I I
-
PTO 81.8x8
18x8.
8x8
18x8
I8xi
I 5
�G71sI
5
12::5
I I
I
TO
TO l[
8x10
8!0
8x10
8x10
10x10
5
itI
S
2 6
lOSeei
1
10
TO 6
8x8
8x8
8x8
1 8x8
8x10
5 �Oxl?I 5
1 2(6
UP 108
8x!0
8x10
8x10
8x!0
10x!01
S h»I S
1 2:.6 I
I
1 1
I
TO
awl
li
I
I
I
iI
ii
ate l
1S
PTO 6I
8:(101
8x!0
18:c0I
8x10
110x!O
1 5 �� 21 5
13x�
I
1
1
1
1
I
I
I
Nnt i
To
II
74G1 !
20
INot !
Ova,
�. NO:rI
•
�:.:
0I )GJ
nom...
:..:.:.:.:_...:�..
..__.0.�l
-Y
L-. -"._
.._:
—':.....:..
P-30
OCCUPATIONAL SAFETY AND14EALTH - 1926Subnar.PAan C
RZCL AflONSA.ND PROC—EDURZS
•
T ELEC-2.1
T;!,r �'. T =�'C ":Or ;G
--- •;�d Tr�r_
fl--, �,r T .
-
.[JT
SOl T*4 :. �
r(a) = 25
.{ 1'. 12 LSi t2 :L
:_ (S4s)AND PACs rG 0 IrIG:RS ..
11 L:
i7Z+Cs
CGa:
i91)L.G'�1l(II
i-1.
VI.
TMCNA=WA2tIHCC::..,A:JA`.nCI
i
571Citi'G
I(
S_____G
5?-
)
VThiG
IAU
(f!!.1
urn
urn
(
urr,.
ur:�
i
urr..
)
c
v
n
a
(_
(-1
CLOS_
4
I %
I 6
( 8
U?TO
1434
1414
1434
435
I 4
I Hat
Pr{ d
ha
wd
I
I
435
I _.
14X4
$i0
1tic
4X4
4X4
4X4
475
1 435
4
y dd
$qld
I
I
I
I
413
1
TO
U?TO
1415
14:6
1425
6•LS
14
839
4
I
I
14•u
1636
10
LZ i0
14yj
14X5
11IS
1635
6•CS
1 4
I 879
14
I
I
I 4:S
lPi6iO
I43f
14ii
I Fi{
16:3
167
I 4
I 3ed1
Nc
I 3;?d
I
143'.0
10
"'ei°
4 �
17
i?5
I
{:�
I S
SS
I
6'LS
•
4
I11
6-18
4 1
4 "_5
I
TO
U0i0
I SLS
65 1x
16,5
635
6775
I 4
( 8.3
I q i
I I
4:3
IS
t?'16:G
1675
5 5
SiS I
S I
A:t 0
d
II a.
tJ� i0 I
16F5
I
E.•� I5
5 I
fi I
, I
6- I
4 I
3n
15
0•aai0 16
ti
1
65 1
6:5 I
SS 14
I
8 i3 I
4 (
3:i5
43L
I
_III
TO
16--
6
I
6I:i 16:c
I
a:3 I
OM I
4
I
83:8
I
4 I
376
10
213
L7.•!
6.0
635
6Z:
5:3
�•2
83::
II
O7ER
n
NQ--
. _
VJ
•.
� V.\...T...
Inv ll •
f1 \
- • :.-r2'
P-31
OCCLTATIONALSAYETVANTHEALTH • ' 19:6 Sub P Ann C
^
Tv
:i�-LC
1;=' l^ 'VCr Cr�ttj G h tiZ�lfiPrt Tt��5L� c. ). ........
SOILTYPEB P(a)=45XH+72psf(?P.Sarcnc"I
0 Tr-- S. 1(S* i!+' S?aC?o*v 0:1r<�},{3?:S
CROSSEIACES
w.
LESCH EO,J ;MT0-4 __ :-i S.'1C?iG S 4T_{i. tia ti va::_x t:t:;c _r- :l.a r
s_.C-tiC ::'
1 52
_____ ON.)3141 6
U? i0• 1475 1425 4"si 16-si 673 I S 16B I S I I 135:3 I 14 S: 9`ro"475'425 rjS 673.1 6Qi S 1853 I s I :3 I 4:3
lOL?Oi0 4..16 14:ui 16� 1673 6s5 I S 9210 S
alll II I I I I
ctl
9I0 53 16S 6 3 63 6-Y3 $ 1853. I S 13 a I 1.c 0 I
10 8 1
63 63 16c5 I8:r3 1813 I S . 110110 I S 135 I lCtO
TO 100 63 16: Bali 8:3 B.c� I S 110317 S -- 13 • •
I +T0
15 <<. I I i I hctl
6ii0 6'.3 6i3 16.3 63 I Ca 5 8110 I S 473 I
15 9� Si3 63 163 18:3 1813 S IOiL I S 4•�
T O Pc 0( 8:3 18:3 3 �3 3'r3 3:8 I S I LKU S 4::
1 i0 c.. I I
•
- M. ...... A....1 .-.r S ..... . ul u - 1-;.G �s-
Y• \r, -.:..h..,.. .--S I.r an..fva-f s'y-r. -.v. 1..a1 l.lan ;... .�
P-32
OCCLTATIONALSAFETYANDH%ALTH 1926SubpirtPAnn C ,
• REOLLATIONS AND PROC'EDC"RLS
- 1
TALEC-2.3
Tltr6ER T ttihLH SHORING G -- MNIibfU`d TI1NE R :OUIt
SOG T iPc C F(z) = 80 X n T 72 psr (2 F. SarcHg.)
Si� (S;S) AND S?ACL G OF M=M -& a '
t^
OF CROSS ^t4C 5 — ' _____ S '
• Z:10E E0 r. VDl^ OF TRECD : .I 4�.i. Si rte. u a:vwu:c�xauxct_xA:�Acrc
SPACINGS?.ICTi0 S?.1CW !1
0?Tuprol7i0 0?i0 U?M
Cr. <9 12 LS(Lh )•_I CLO5: ) I I I
U16"
16i5 6T.5 (6'ss 16i5 183 I 5 8:c4 S I 3?5
END ( 65 6b 65 8i3 9i3 S 10110 S 3F5 . I '
TO
i0 6X51673 813I 833 S3 I S 10313 S 3:u '
10 5x10
Sr_ 1
10 16.3 16s'R 1633 18i3 ( 833 S 10X10 .5 {;�
EM0 853 8� I Bi3 8� 18: I 5 10 0 S 1u61 I
8 TO sI, I I I
se! Ihr.1
15 L�10 8:3 8`S 8:6 1820 I S:Q0 I S 110x13 15 I {75 I I i
$.• I I I
h
TO rr 1
_ I I I I I I I i l l
C.' I -_• 10:'. I --- ----- - - '
=
• 'L;, <
Lc ;95 �: •LI=^:,�'".� ! "Lt'°i"a'c 1.'L1 IP.SS t:�11.�.0 S5:
y'_(_ei 'v a. ' .y.. A 1
.. \ 1,-:,; f....4 —a= — -t or ,'a •,I t.c, •••a...a ^r�+tl'itn� i• r
1
P-3
1
1 i •
I
OCCLPATIOYALSAFETY A NT) HEALTH
... .. Oa::o s ANa Pt OCEJLRES
•
' pre.:ented in pa ) C: _: 1]:^r ACC
1926 Subpart P App D - Alutn mu m 0) Fin :• ,I _s.g-.,. c_::: -s Lc
Hydraulic Shoring for Trenches hydraulic shoe.: : _; ==0::0 :
Tables. Tr: i!!_s a or.c pag:
'Alt=: -U r:"=:_!:c. S c== e`. -:.
(a) Scope. T:^s a^c.die rartains r!e^alien that !nstallatlors.'
e:n • be ' d w".c aluminum hydraulic shoring is
��:dd as a r..:ived o(protee:ion agates: cave-L^sin (d) Basis and limi:arar.: cfthe d"'• -
t: crcha that do not ex:e:d 20 fee: (6.Im) in depth.
This
appcdix must be used when design of L`: (1) VCic:i s`er =Es a:.d'c� _:.:a! waits
alcti^Ir hyCnulic protective system cannot be art those that r--. e_ Sdcn Ndcduius
pej'ormcd in accordance with 1926.652(cX2). re;CL-aer.s t:. L`.: 1D-i T1bIc. Aec:._.--
martial is 6Cdi-T6 c: ..._._...al c; -,-..•..
• c:
' (b) Soil Clcssifieadon. In order to use data strength and pr_pe ::s
presented in this appendix, the soil type or types in
whit: the aeavation is made mts: lest be dote .rived (2) HyC'a::!. cy!i^ds scr_:: _accrs.
using
the soil.. c!assication method set forth in
appcdix A of subpar P of pass 1926. (1) 2-inc. ci!i=dcz sFa!l b^_ a
(c) Present. on of Information. rnforadon is minims:—. s -::a wc-':ig ca:3C:-- c: a0
presented in several forns as follows less tea:. 18,000 pounds a.x:a:
err prs•r_ :e:d a: M=.—.= :C......
(1) Infer= adon is preseatd in tabular for Maxi:.a:. c'.caac is to i.c!ude 1_i:
mTablesD-l.t.D-I.2,D-l.3and
D -Ind. range of C:;=C:: Cr=•s.0:3 as
table prex: s the max:.^tum vertical and rcamrr..d:.. by erode:: ma^vac :•r::.
horizontal spacings that may be used with
vaieus alun:num member sizes and various ci) 3-inca c ii.d:r sSa!1 be a
hvdr3ul',c c:!:nde: sizes. Each table cc -::::s rn timL.:. a .1 tS dC d:a-t:ter _ w'1::. a
data only (cc :hepanicar dsoi1 type in which ;:^.e safe working ca: ac^y of cot !em
exavadcn or portion of the c avation is tadc. 30,000 pcu .ds axial cot-ertssive load a:
Tables D-1.1 and D-12 arc for vertical sher-s ex:e:s:cr.s •s :::0:..':::: dx b; product
it. Types A and 3 soil- Tabics D-1.3 and D-!.-
arc forbod:;_rtal wale systems i:. Types 3 ac?
C soil. (3) Limitaticr. c`a.r.:ca_ r.
(2) LSc:-radon ccrc.-ang the basis of the �) I: is r.ct _.a h: uc—star
tabular data and the limitations of the d::: s hyd:auii: sx:i :atier a::i'y ;o c':
presentd in c3ngnph (d) old' apperd-x. r..ua:icc ^v n cxperi:atcd :-::A-
C .new ....3 ..=t t!t :..Ce_ to _..:'
(j) IrCC.^••a', On CCp(at.^.ing Lhc use of L:e t0 L1: 5::13:: C'S 'h'- --- -CS: t0: -:.C':
CCl'!1'd::a 6 prts--red I- p-:ag.':p11 (c) 0t L -s Cxre.^.` :L -.C L'1 LILT: : C::::.'.::,g
appcndL\ S:.C4 -..g `I_ J• -.^..S :C: tSe _. S.'::::L:s
arc r.c; :cv:::d by ;:: data I- U.:s
(4) Ir_crmaber. i!lus..'a:irg the uS: of L._ appe-d x rn-1s:'-e C•..`.:.':,tic dal' c_ a:
t:bda-da:a is presented in paragnph () cf this specie cd it ! 526a5'_(c). ..
aooerdic 0
(5) hfiscc!Ircous rotations (Fcan-c.:s) c-r.Citiors a::p: :...., ..e -=- -= '
reeardine Table D-l.l throu_h D -i.4 ..._ sect• c: c...._-----.:-c:L-:side::=
r -3a
S • 1
I
OCCUPATIONALSAFETYA.'1DHEALTH 1926SubpartPAnn D
P.ZCUI_UTIO,tis A.YD PR0C..DURy,
adecea:c. hi tlit we, at alicmativc
(1) Ecamp!e I:
aiuir zt hydraulic shat:.:g r+st:.c:
other type of protective s v em must be
A tr_.ct dug is Type A soil is 6 feet de_ -p
and 3
derg^..ed in accordance with 1925.552.
fe Foci eet wide. FoTable D-1.1: Find verticalshcrtc a:
I
2 inch diar^e:c cyE^dcz spaced S fret cc ccntc
(o:.)
(A) W-- v_.:cal loathC:ICOscd On c:J
hcri ccta!ly and 4 fee: on center Co.:.) vertically.
(Sc:
brzss _ccca IC4 Pcu d grnr:ty Icad
Fig1-es 1 & 3 for typical isal!aticrs)
ds:cut—' ertt a cnc fact scticn of the c—tter cf
'
the hydraulc eylirdc.
(2) Exa.:.ple 2:
(B) Whet rt._hargc leads are pr_sc.:t frer..
equipment weighing in excess of 20,CCG
pounds
(C) W =c caly the lower portion of a tr ach
is shored and the _lasting porticr. of the tract:
is sloped crberthed unless: The sloped portion
is slocel at as angle less steep that: three
horizontal to one vertical; or the ,: eztbcs are
seeded ice the tables for use at a depth w ices
is deter- ,'"ed L-om the top of the overall r -:ca,
and not L•cm the toe of the sled ?ante:.
(e) Use of Tables D-1.1. D-1.2, D -l.3 and D•!.4.
The etembets of the shoring system that are to be
selected tszg this infertnation art the hydraulic
eyliadrt . and either the vertical shores cc the
horizontal wales. When. a wafer systc is used the
vertical timbcrshGrrg to be used is also sellout! fmt^..
thee tables. The Tables D-1.1 and D-1.2 for vertical
shores are user"' in Type A and B soils that do cot
require shee�^g. Type B soils that nay r_cui_
.- ::.^Z. aCd l?pe C sails that ai'ways .:1.1"'e
scing. an fa -.d in the her: octal wale Tables D-1.3
anti D-1 d. The soil type must fl,.: be dote- ed im"
accardarcc wt, the sail cla zificaaor. s+cr..
desc=ccd in a?cc:dix A to subpar. F of -r I925.
Using the appropriate table, the se!cctier. e: -- sac
antispa�"gofthe-•anbe.sis^ado 2".cxi_..._tis
bawd or. the d^th and wthe - w'--
........................
raCabe„ err_ to be installed. L^. ii' -ac ten.! -a t-
vc^ecl spacing is hc!d eorsrar; at four fr-: on claret.
The tables show the rnsd.^tan bonizont_i sac_.; of
CA:ndeR al!ow-a for cCh size of wale in : - Y -C
r+s:_ t cables, &td in the vertical sane tac:cs.
cylydchcr�r.a racigis..cs :.- s..-
•r-:- i shore :cg
(t) san::'L to f!:Js:.-ete the Use o d: e Tai:'r;:
A trench is dug in Type B sail that does act
require sheeting. 13 feet deco and 5 feet wide Ftcm
Table D-11: Find vertical shares and 2 inch diameter
cylinders spaced 6.5 feet o.c. her.: eetaUy and 4 fet:
o.c. vertically. (Sec Fig:res I & 3 for typical
installations.)
(3) A trench is dug in Type B sod that does
net r_quirc sheeting, but does ocperietce some
minor nveli.^.g of the L.ch face, the tt=.•ch is
16 feet deep and 9 fee: wide. From Table
D-12: Fad vc ical shed 2 inch diameter
eyi de (wi spe ial ovc!r_+es as de gaated
by Footnote R2) spaced 5.5 fee: o.c. horizec'ally
and 4 fo.c. vertically. Plywood (per Footnote
()(1) to the D-1 Table) should be used behind
the shores. (Sec Figures 2 & 3 for typical
installations.)
(4) Rttnple 4: A C'cch is dug in previously
disturbed Type B soil, with characteristics of a
Type C soil. and will require she-_ting. -The
trench is 13 feet deep. and 12 feet wide S fcc:
horizontal spacing between cylinders is desired
for working race. From Table D-1.3: Find
horizontal wale with a section h:edul:s of 14.0
spaced at 4 fee: a.c. ver calls and 3 inch
dia.metc cvlide spaced at 9 fee: char:.^era a.c.
hcrzoctaliy• 3 x 12 timber sheeting u
••ed at close raci .g vc^icaiy. (Sr_ Fig_
4 :or typical izstallaticr_)
(5) txa.:.?L-5: A---... csdugit.Ty?:C
soil, 9 fee: tire? and 4 fret wide. rerzor.'ai
c:lirdc sprang in cws of 6 fret is desired for
working space. From Table D-1.4: Find '
^.cr.7Cn:ai wale with a scrim modulus at !.C)
'-C- d that a?:i.dcs raced st SS f
o._. hor_cr..aliy. Or. find hcr=.crtal walc yi
a 14.0 sec' modulus and 3 ca dies.^ -:ern
P-35
1
OCCL'PATIONALSAFETYAND HEALTH 17 Subnar. P Ann D
RzCLca::ONS AND 7:%OCEJci.=3
cyli.^der spac--a- at 10 fc:: o.e. hcrzcnully. (4) AU spacir.; _ e:c_:ee _ c=:_a� ccc:c-
Bcth walc are spaced 4 fc:t o.c. vcticaily. 3 x to •celtc.
I? — .ter zhr_: ag is re fired at close sac_.
r (Sc r:o:T l fcr "c! L'S:.IIaECr_) (5) `'c::tCai- c c-r'y :a::s S.'.ai,
rt it _'1 sec..C...^..CN..!':' o\ 3.40 L C
O F000sotc, and general notes, for Tables (6) W cc :ee: %c a.. uad -.-
D-1.1, D -I.?, C-13, and D-1. J. be a .:.: ut :^., c. t:.:ee s=c:.:pa::d e :•_a:
hcr_ocally, -. a 5• --.'-r-
(1) Fcr app!:adcrs othr than those listed in
tabic• afer to l9?i65I(c)(?) fc: csc o; (7) P!vwtt.:: stt!i cc L!_5 .•. c:^ thc:
afacc:•mss _±u1:ted d:: For trench dcots scc.vocd crG.7- _ c :..:c!c l= a: c::c :_:e
En .-<c scf 30 fw r-_fe: to I9?5.65?(e)(?) acd birth (Fa:lard (c:-1). rte nc(e 'I.,. pi_:wLc—'.
I926.652(c)(3). is act i^tcded as a s:t-zc: ra.• rc c<r, -c: c:.i
fcr p(es'cdcr. cf !ccai twit^g (s!cu;..3 cf :.`e
(2) 2 inch d:1.-Cte.' CytL'ts, at this Width, t.'wtch face) be:•Neea she:.
snail have s —.:c^: -a! s-,r_I tube (3.5 x 3.5 x
0.1 S75) ovastetves, or Vrucruml ovenleeves (3) See a?ecd_•c C r Cm.bc-=r_:cadcs
of tra_^u.`ac s spr_:::catian, extending the
full, collrse"_ lc5i
(3)
o 2-i.ch ryl7.des tail be a •.._._.,,un
tsde d-e:e'.V :a:, a sale WC.'S.-].^.g ca.cacl:y Cf'.c( 1CSS
'' 13.000 pc•s:ds axial coc?rssive load at
.^..a.C.; :-' eC=S - Madcs e..•:' ccicr. is to inc!udt
z.2t of ryti-dc ex rsicrs as ,r_cnc d-? by
?rGuc. I..xufar.er. (ii) 3-ir.ch cylinders shill be a
......_.. •:. J-IrA : CS.dc d:a.-Cer with safe wcr.<
ca?ac:;! cf ac: less Lha.^ 30 CC0 pounds axial
' ccr..rressive load a: maxim== ex'es:e - !vfa.•c: —.
Cx'.CSc.^.:S t0 L'.ciudc fllll nt:ge of Cyh:�der e[:e:3:C:.=.
as:cccr-^rded by product
I
I
I
I
(9) Wales art calcu!ated `ors ,:c r..
corditiors.
(10) See
acct -C Lx D.
1te-
(d)•
c.
Casts and
Ii ni(aticr.s
0: ::.e
P-36
OCCUPATIONAL SAFETY AND HEALTH 1926 Subpart? Ann D
R`G ULUTIONS A.`YD PROCT_DC RJ
TYKCAL IN N✓.... 1'vUS
cca
GIIRI
'TEA 1L'1CCY
.QAL 2o2C
1T.. MAC_G . - f 11.x+061 /C.
..
poi luc=c7--.wwac
fl TM. �.nlc / wII n V
s^cu!m'Is,,�.TI`I
'L11.. 4)C$ w
THtRi.t Kam.
2
@,
cvcn
r..L-1.-
M 47
?.L�/•CJIii
III II
• Iiii F
ILIII
.1 I
•
IF YGP:..0.S
/ '
•
Vl:
P-3%
/1
C
OCCUPATIONAL SAFETYA.N'D HEALTH 1926 StTnart P Ann D
- ... i.Q1Y$ A.\'J G..i__
TABLE D - l.1
ALUMINUM HYDRAULIC SHORING
VKTICAL SHORES
FOR SOIL TYPE. A
HYD1RZAULIC
CYLINDERS
D?T:H
OF
I'Lk tUM
MAXIMUM
W Di TH OF TFLaCH (12.i)E
HORIZONTAL
titxTICPL
T' CH
SPACING
SPACING
`
UPTO8
OVER 8L?
04c.P,12UP
(Fi�'T)
TO12
TO15
rcL1)
rc.:.i)
OVER
5
8
UP TO
10
OVER
10
8
e
2 INCH
2 LN'Cc:
3114CH
LP TO
D!A!STER
DiA1eE LR
Di?MiT=R
15
NOTE (%)
OVER
15
7
UP TO
20
OVER 20
NOTE (1)
r rr:flr1S ! i tats, c.3 0'^ TITS
Nc1e(1):S�A??ma cD,Le.(
•
CT:i_'!'C S:.Ci^= , c' i0l_"C _^. �.��� _: t;. l�`.'•
(l)
Nat (%)
See?.??�',cicDp
Ii`
(g(2)
P.}S
OCCL•PATIONAL SA? ETY AND HEALTH 1926 Subnar. P Ann D
REGULATIONS AND PROCEDURES
TA:LZD-1.2
UWW HYDRAULIC SHORING
V_RT ICAL SHORES
FOR SOL TYPE B
'HYDRAUU! -IC C rl Th1Dtsc.
D- ... jy- �--Nul+1 K �NTUIrl WID T'ry OF TRENCH (r T}
0 HORIZONiAI VE'TICAL
T ' 1 'C-( SPACING SPAC IG UP T 0 8 OV,~.R 8 UP OV .12 UP
_ TO 12 TO Ii
: �} tai) I �T)
Qt r
S ,
UP TO
10
OV=R
10 2 I -CI 2 31y0n --
UP TO DIA-rLT Did�rfLi ia, G.
rr D'�_._
1) 1tU -12�
0V7
1i i.-
UP TO
20
•-,__
0IE�: ;I (.1
♦ I,, - Ili 1.1.1 nn'� •;'.c!nJ� rn .�: r... I♦ 1L.n nnJ n��� ♦'•�•J if Pal
Ul.'L': ___ I�l^'ll r i111'r l' I'1 • -
'��.rJ �1 .]J l�
.e rr A:I) �;i— 1
(: it
P-39
Ci
OCCL-PATIOr&AI,.S. TYA.tiDHEALTH 1i_GSeb'a.?An, D
TABLED - 1.3
PLIJMThIJMhrD FAULIC S OPJNG
W.ALxa SYSTEMS
FOR SOIL TYPE B
-
w,__
EYDRAULICCYLLVJ•?S .f__... � _
r •. F=0 I r:CC. !. A! _l.:CliG
r T: -i1 kT ,tiCr.' 1 ccn Ctrta;
_��'
::.:1—Ner
���
v[S-U'
, c
1C -,.U(
:cJu�uz
('c)1
UPT03
I ocnaupIoU
S J
EGA._' �r�n.eJ
t:..ur:j
_
E0? Z
VACn_,•L
R:WJU
J wRtr
E03? 1
VA-ANGI0uwreg57AC�:=
CYIMYJtoI
OVER.
3.5
18.0
I2IN
8.0 1
I ��
_______I_______________
8.0
I3I:;
5
UP TO
7.0
9.0
2 IN
9.0
I I
x_l_
9.0 3 I:ti
I
14.0
12.0
I3L4
12'0
3IN
12.0 ii4
10
0v=?
3.5
6.0
2IN
I b.0
xG71
16.0
I3IN
10
UP TO
I —
.- -=
—
7.0
8.0
j 3 IN
I 8.0
31N
18.0
13 i-;
15
14.0
110.0
3IN
110.0
3114
10.0 I3IN
FO
I
3.5 15.5
2 IN
( 5.5
�x ;
5.5 �3Iii'1
13LN 16.0
3rN
16.0 3I.0C.Cl
! .0 19.0
13 TN l
9.0 13
L\,'
9.0 =+
OVER 20
I t;0- (I)
..J .-rr-1 ..ate
(. ,.. L'afC-,...—
-.
..�.._ -L� l�_,
__..-... ... _i
1..' - i -\
.. L__._
c::. c=._c-._:.&-i:-:::
Wiz._
..._. _.�,
i:-_.. _. _,
. .\:J
.. _.
---
C.=....
.a-..J�—rD ira--.(^'(\
IC:(.�(I
1C._�
I).
���•+
� r�`. fl i. (
(-/
P -s0
C
C
OCCUPATIONAL SAFETY AND HEALTH - 19_6 SubnartP Ann D
RZGULATtOr'S AND PROCZDLILi
TA3LZD - 1.4
ALtJMiNuTrini'DR 7ULlC SriO.?:.L
W AL.r...
ER SYSic:`.IS
FOR SOILTi?EC
I FAta;
I HYDRAULIC CYLINDERS
I"-'-- ??!GETS
D:'T -
OF
TR:-.Nc
-�
r—�/
•.=.-c.c.
S2AC:xr
(:. I
s=-Dx
:�09(.�tZ
(�T3I)
WIDTH OF TR NC i
ct. c'_saAc3l
U?TO8
I o`+n3c2:0L:
I0:_?L'C7.0L
�.
SULM
- .
S-.
_
a-"
3: .
MCFIL
9AC'f6
ICTL nottl
ONUCT[R
MCnL
DACIVC
ICY L:nO lRI
OIAr�[T[F
MCRR.
'✓ACIVC
ICTLN.enR
OLW tTtF
Ot-_?
3.5
16.0
2Dt
16.0
xiGl
16.0
13'
5
U?TO
4
7.0
16.5
2 IN
6.5
xo Rl
1 6.5
13 LN
13x12
—
—
10
14.0
110.0
I 3Ix
110.0
31x
10.01
3Ix
OVER
3.5
I 4.0
2w:
4.0
xo Mp)
14.0
3 LY
10
4
70
5.5
3D{ 15.5
3cr
15.51
3I.ti
3x12
—
U?TO
13
14.0
8.0
3Ix
8.0
3Ix
8.0
3Ix
OV=?
3.5 I
3.5 I
2 tx
3.5
xDo-M�t 13.5
(
3 Lv
15
UPTO
4
-
7.0 I
5.0 I
3 rN I
5.0
3IN
5.0 I
3 DT 13x12
20
14.0
6.0
3LN
6.0
3IN.
6.0
3D
OV:R20
— £G 3117_
Footnotes to t bie., , L'LI g_r_^1 . ctes on bL7t- !.c sn :Lc e tour-^- Ia A=DCL U.
Notes (1): See Apperri: D, Item (d(1) .
Not (1): See A??er d:_ D. Item (eQ)
•Cctit'—'ds:te ^.a°�tc_cr4J rq "ede: _e-;orSec onModulusofcr •^— _s.
P-1
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OCCVPATIOt4ALSAFETYA.'.DHEALTH I92GSubnartPAnn E
RSCCUTIONS AND PROCZDCRSS
1926 Subpart P App E -
Alternatives to Timber Shoring
A Iii I :_���
I E MAX
HYDRAU. IC C'r ti,-
vet r<CAL
SPACING
L,. MAX • ,
Fgise t. A.L=.m Eyt-=4c Saor_'g
K
O 0
0
0
I
1hI
-
P -L
• • i
1
OCCUPATIONAL SAFETYA`{DHEALTH L926Subnar P:Ann E 1
REGULATIONS AND PR0CT.DUa
1 i
1
=ice- a •3. T: c: c lacks (Sc: =•.r ac1c;)
1
1
1
1
1
I, I.]
1
ffi1 i7 1
1
i
P--43
1
OCCL'PATIONAL SAFETY AND HEALTH [n_G ccbrs— p A--, c
-iC.U::O,v5 ASS 2SCC-J CG3
r'efcUo'r_:3:'.,__Ca:-a&a_: _sue•- .z C:
the rtiuirc^eas cCrar.-._. i;. 1%__ z-• . :-.
1926 Subpart P App F - __
exnvaccr.S:0.ac... - __... c__. s
Selection of Protective Systems fcr usci- cecavaccrz —c--:.`_c 37 a 4 L
-: _. ,r..u;
be Cesia.ed b? a :-3-- r_d p zCes Cra: -- 3... -. _..
accordant: with scc. I r .5:'_/t. ) a.. _ (:;.
Is the ez. S•. s..on rO. e
thin S feet ir.. depth?
Is ! :ere a1
![o
Y=S
Is'_:e
:_:a: a_c^
pate='_
-
c_Sva'_cacal be
'._
_..+.
•r::':__
.des.
rioG:_S•: Y.. s Y_
z'cc•- s: c:••'
-
i. -.--
['.1J
s • !-
[ US PAGE thrr mONALLY Lnr IBLAMC)
p -is
' a
• - ii SQ k.
z V
1
Arkansas State
Licensing Law
For Contractors
1 Act 150 of 1965
As Amended by Act:
142 of 1967
293 of 1969
546 of 1971
' 684 of 1977
1020 of 1979
9275 of 1981
' 180 of 1985
495 of 1987
26 of 1989
' 795 of 1989
856 of 1993
553 of 1995
I. 335 of 1997
378 of 1997
' ! Revised May, 199
1
1
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As Amended by Act:
142
of
1967
293
of
1969
546
of
1971
684
of
1977
1020
of 1979
9275
of 1981
130
of
1935
495
of
1987
26 of
1989
795
of
1989
856
of
1993
553
of
1995
335
of
1997
378
of
1997
An Act to Recodify the Provisions of Act 124, Approved
February 24. 1939, and Act 217, Approved March 20. 1945.
and Act 153. Approved February 23. 1951 and regulating the
Practice of Contracting in the State of Arkansas: to Fix
Maximum Salaries and Establish Qualifications for Employees
of the Board and to Limit the Number of Employees to be
employed by the Board.
BE IT ENACTED BY THE
GENERAL ASSEMBLY OF
THE STATE OF ARKANSAS:
CHAPTER25
CONTRACTORS
Subchapter I - General Provisions
§17-25-101 Definition
(a) As used in this chapter. unless the context otherwise
requires. contractor" means any person. firm, partnership.
copartnership, association. corporation, or other organization.
or any combination thereof, who, for a fixed price, commission.
fee. or wage, attempts to or submits a bid to construct, or
contracts or undertakes to construct, or assumes charge, in a
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supervisory apaciry or otherwise. or manages the construction. i -
mildCmc Y.Or and S'1!I pC IND!C to a tied Ot not less than one
c:c^.ion, al:ention. or repair• or has or have c ns:raaed. hundred dollars ($100) nor more :h].n Nnn hurdrcd dolly,
-•cctc•i, altered- or encored- wider his, :heir, Jr its direction. (S200) for each otTcns. with can day. to wns:uu:c a scpan:c
any building apar-:mc L condominium, highway, sewer. utility, c:Tcnscwho:
grading. or any other improvement or structure on public Cr
private properry for Ica::, rat.:ca1e. public acedaccers, Cr similar (I) Fur a 5x:d price. arnr..is;ior., fee. or wage
pu.-osc. except smg!e-family r_:idenoc, when, the cost of the ar.cmpts to or subr.-i:s a bid Cr bids :o cors:r_ct or cer.::acs :o
work to be doe.:. or done, in the State of Arkansas by the cons:r-•a, or undertake: to cor.ar.a, Cr assume: ch_gc in a
contractor inc!uding, but not limited :o. labor and mat^als. is super.isory apaci _v or ethcrwi:c. of trio arts: rcticr., erceicr.
aver^.ry
thousand dollar; (Sn_O,OCO) or more. However, when a a):cata,cn• or repair. c( any buildir.g, hig:•sway, sewer. grading.
partcn or entity acs as a contractor in the ccnstr,ctior.• Cr any other improverncrt Cr structure. when ;h: cost of the
csdor„ altcnt:on, or repair of his owe or its own prepc^y. work to Sc dor.c by :he contactor irc!udin; cut rot limited to.
sue aaien shall not result in the person or entity being labor and matcr!a!s, is :wenr+ thousand dell_; ($?0.000) or
required to obtain a lictzc. but the person or cn:rw : must more, without Sr,: having procured a liceaa m license to engthe
mr..ply with all other provisions of chi: subchapter, business of contracting in this stare; s
' (b) However, the twenty thousand dollar ($20,000) (2) Shall present or rile the license ecriSntc of
cxccpuor. shall not apply to any project of construction in which another:
any of :he construction work necessary to complete :he project.
csccat any in -progress change orders, is divided into separate (3) Shall gi vc false Cr forged awide..cc of any kind to
' CO -tact; OI amounts less [..^.Y^^, twenty thousand doilan the board- or any ,:.Cmbc thereof. :n obtaining a C::.^,Inca:C of
($20,000). a purpose being to circa--nvent the provisions of this license:
chapter,
' (c) It is the intention of this definition to include all
improvements or structures. excepting only single family
residences.
' (d) Materials purchased by a prime contractor from a
third part' shall not be considered as part of the subwrttacors
project- if the prime contractor has the proper classification
list:d on a current contractor's license for the work being
performed by the subcontractor,
§17-25-102 Exemptions
The following shall be exempted from the provisions of
this chapter.
• (I) The practice of contracting as dcEned in §17.25-101
by an authorized representative or representatives of the United
States Govcr rnenc State of Arkansas, incorporated town, city
Cr county, or other politial subdivision of this state;
(2) A:ehitcas and engineers, whose only financial
interest in a project shall be the architectural or engineering
' jets for preparing plans. spe_ifiations, surveys. and
supervision that is customarily furnished by architras and
engineers.
' §17-25.103 Penalties - Enforcement
(a) Any contractor shall be deemed guiltv of a
1 -2-
I
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(4) Shall icpersonate another; Cr
(5) Shall use an expired Cr revoked eerifate cf
license.
(b) The doing of any act or thing herein prohibited by any
applic:utz or lic-.:see shall, in the discretion of the board,
constitute sufficient grounds to refuse a license to an applicant
or to revoke the license of a license:.
(c) Regarding any violation of this chapter. the board
shall have the power to issue subpoenas and bring before the
board as a witness any person in the state and may require the
witness to bring with him any book_ writing, or other thing
under his control which he is bound by law to produce in
evidence.
(d) No action may be brought either at law or in equity to
enforce any provision of arty con::act entered into in violation
of this chapter. No action may be brought either at law or in
equity for quarnrn error sit by any wn:.^,.ror in violation of this
cnapte..
(c) (I) (A) Any contractor who, a.'-er notice and
hearing, is found by the Contractors Licensing Board to have
violated- or used a contractor in •viola:iog of, this section shall
pay to the board a civil perialy of net less Lhan one hundred
dollars (5100) nor mere than four hundred dollars (S400) per
day for the activity. However, the penal:shall not exceed
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without bond, restraining and prohibiting the contractor Cam
three percent (3%) of the total contract being performed by the performance of the work then being done or about to
contractor. commence.
(B) The penalty provided for in this subsection.
plus interest at ton percent (I0"/,) per annum, shall be paid to
the Contractors Licensing Board before the contractor on be
issued a license to engage in the business of contracting in this
state. In addition to the assessment of the penalty, the
Contractors Licensing Board may. upon a finding of a violation
of this sccion, issue an order of abatement directing the
contactor to cease all actions constituting a violation of this
section.
(2) The Contractors Licensing Board shall have the
power to withhold approval, for up to six (6) months, of any
application from any person who, prior to approval of the
application. has been found in violation of this section.
(3)
All hearings and
appeals therefrom under
this
section shall
be pursuant
to the provisions of
the
Administrative Procedure Act, as
amended. §25.15-201 et
seq.
(4) No proceedings under this section may be
commenced by the Contractors Licensing Board after three (3)
years from the date on which the act or omission which is the
basis far the proceeding occurred.
(5) The Contractors Licensing Board shall have the
power to file suit in the Circuit Court of Pulaski County to
obtain a judgment for the amount of any penalty not paid within
thirty (30) days of service on the contractor of the order
assessing the penalty, unless the circuit court enters a stay
pursuant to the provisions of the section.
(6) The Contractors Licensing Board shall have the
power to file suit in the Circuit Court of Pulaski County to
enforce any order of abatement not complied with within fifteen
(15) days, excluding Saturdays. Sundays, and legal holidays, of
service on the contractor of the order of abatement if the
circuit court finds the order of abatement to have been properly
issued, it may enforce the order by any mains by which
injunctions arc ordinarily enforced_ However, nothing shall be
construed herein to diminish the contractor's right to appeal and
obtain a stay pursuant to the procedures provided for in this
section.
§17-25-104 Injunction
When any contractor not licensed by this board shall
engage or attempt to engage in the business of contracting as
herein defined, the board shall have the right to go into the
proocr court in the jurisdiction in which the work is being
performed and, upon affidavit, secure a writ of injunction,
§17-25-105 Form of Indictment
In all prosecutions for violations of the provisions of this
chapter for engaging in the business of contracting without a
ccrtifiate of authority, it shall be sufficient to allege in the
indictment, affidavit, or complaint that - 'A' unlawfully
engaged in business as a contactor, without authority from the
Contractors Licensing Board, State of Arkansas, to do so.'
§17-25-106 Grain Bin Exemption
The provisions of this section shall not apply to the
construction of grain bins on a farm which are to be used solely
for the purpose of storing grain harvested by the owner or
lessee of the farm.
Subchapter 2- Contractors Licensing Board
§17-25-201 Creation - Members
(a) There is created a Contratmrs Licensing Board
consisting of seven (7) members, who shall be appointed by the
Governor.
(b) Each member shall be at toast thirty-five (35) years of
age and must have been a resident of the State of Arkansas for
the previous five (5) years.
(1) (A) Five (5) members shall be contractors of not
less than ten (10) years' experience in responsible charge of
construction projects of a magnitude consistent with the duties
of their offices. Each must hold an unexpired conrraaon
license issued under this chapter. Each must, at the time of
appointment, maintain his or her principal place of business in
Arkansas.
(B) At least one (1) member of the board shall
have had as a larger part of his business the construction of
sewers and watcrwocks.
(C) At least one (1) member of the board shall
have had as a larger part of his business the construction of
buildings.
(D) At least one (1) member of the board shall
have had as a larger part of his business the construction of
highways.
(2) Two (2) members of the board shall not be
actively engaged in or retired from the profession of
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,�ntrac:rig. One (I) shall rcprescn: consume. s. area unit (I)
1 stall be sixty (60) years of age or older and shall represcr.: the
c!dcrIv. Both :hall be appointed from the state at large subjc_n
to mr:-=,a:ion by the Senate. The two (2) positions may :;ct
be hc!d by the same peron. Both shall be full voting mcrr,bcr:
1 but ira!l not participate in the grading or cxa.•ninations.
(c) (I) Mcmbeshall sere five-year tc.^s.
1 (2) Terms
shall expire on Dcccbcr 31 of the ti°h
car.
1 (3) Each member shall hold over aP.cr r. cxpin:io
of Cis tc-t until his succesor shall be duly aeoointed ar.d
Gua:::icd.
1 (4) If a vacant~ shall occur in the beard for any
eausc. n shall be tilled by appointmcn: by the Go••caor.
(5) The Governor may remove any member of :he
board at any time for miscor.Cue, iacompctenc:. Cr acgi r_. of
1
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(d) (d) Each member of the board shall receive a cent, cats
of appoinuncnt from the Governor and. before entering upon
the discharge of the duties of his o@ -ice, shall tic with the
Scc:zaiy of State the constitutional oath of office.
1 (c) (I) Each member of the board shall receive fifty
dollars (550.00) per diem while the board is in session and
reimbursement for necessary traveling expenses, board. and
1 lodging.
(2) Each member of the board shall receive fifty
dollars (550.00) per diem in addition to the per diem provided
1 for in subdivision (1) of this subscaion.
§17-25-202 Otgaoiution and Functions
1 (a) The board shall electa chairman, viccchairman. and
sccr::ary. each to serve in his respective capacity for or.: (I)
year. Officers shall be elected by the board annually.
I(S) The board shall have two (2) regular meet cgs in each
year, one (I) mcct:rg shall be in the month of Fcbnary. and
ore (I) meeting shall be ir. the month of August for the
purpose of transacting such business as may properly came
before it. on call of the chairman of the board.
(c) Special or adjourned meetings may be held a: such
1 times as the board may provide by the bylaws which it shall
adopt. or a: such times as the board may, by rr3onabic
r esolut:on, provide.
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(d) Due notice of each metring and the tint arL nac:
:hcrcaf shall be given to tae.^t mc-bcr in sue- rnan, cr as :^v
bylaws shall prosidc.
(e)
Three
(3)
member,
of :.^,e board
wall nnesti:tte a
Guoru.^.
(t) The board_ shall adopt a seal
have on is the words. 'Contractors L
Arkansas. Seal," rd the secretary
cstody of it.
for its own use and shall
ice rasing BoardS:atc of
shall have charge and
§17-25-203 Powers
(a) The board shall have power to make such bylaws.
rules, and regulations for its occraticn as it shall ccnsidcr
appropriate. provided that they are riot in con!l c with the laws
o; the State of Arkansas.
(b) All expenses incurred by the board for the
administration of this chapter are authorized to Sc paid by the
b=d.
(c) The board, or any pmnminee thereof• shall be entitled
to the services of the Atomey General or other state legal
oeunsc! as deemed appropriate, in auction with he
operation of the affairs of the bear Additional legal acursci
may be employed by the board from time to time as it may
deem necessary.
§17-25-204 Employees
The board shall employ a chief administrative employe_,
also known as at:.irist.-ator, who shall possess such
qualifiatiets as may be determined by the board and who shall
serve at the pleasure of the board. in addition, the board may
employ sue.. additional professional and c! dS employees as
may be ncecssa-y for the operation or the board and its various
functions and pay salaries thereto as may be authorized by law.
§17-25-205 Disposition of Funds
The fees of the Contractors Licrsing Board shall be
dccsired in bas: to be used by the board in the manner
prescribed by law, similar to the accounts of other examining
and licensing boards of the state, and shall be audited under
rules and regulations prescribed by the Director of the
Deparrnert of Firanec and Adrniris`atien.
§17-25-206 Records and Reports
(a) The sccr_try shall keep a record of the proceedings
of the boa -d.
Cal
• (b) The secretary
shall
keep a register of
all applications
for license showing
for each:
(I) The date of application. name, qualification,
place of business, place of residence:
(2) Whether the license was granted Cr ref std:
(3) A complete transcript of the procedings.
including evidence submitted by applicants. licensees, the
board. Cr otherwise, at any hearing.
(c) The books and register of this board, including
transcripts of procedinz;. shall be prima facie evidence of all
matters recorded therein. A certified copy of such books or
register, including transcripts of proceedings. under the seal of
the beard and an<sted by its secretary, shall be received in
evidence in all courts of the state in lieu of the original.
(d) A roster showing the names and places of business
and of residence of all licensed contractors shall be prepared by
the secretary of the board as soon as convenient during the
month of August of each year. The roster shall be ordered
printed by the board and paid for out of the funds appropriated
for the operation of this chapter.
(e) On or before August I of each year, the board shall
submit to the Governor a report of its transactions for the
preceding year and shall file with the Secretary of State a copy
of the report, together with a complete statement of receipts
and expenditures of the board attested by the affidavit of the
chairman and secretary and a copy of the roster of licensed
contractors.
(1) A record shall be made and preserved by the board of
each examination of applicant or licensee. The findings of the
board thereon and a certified copy of the record shall be
furnished to any applicant or licensee desiring to appeal from
the findings of the board, as provided in §17-25-312, upon
payment of the costs of transcribing the record.
Subchapter 3 - Licensing
§17-25-301 Significance - Proof
(a) The issuance of a ce-tinca:e of license by the board
shall be evidence that the person, firm, or corporation named
therein is entitled to all of the rights and privileges of a
licensed contractor while the license remains unrevoked or
unexpired
(b) (I) Upon making application to the building
inspector or other authority of any incorporated city or town in
Arkansas charged with the duty of issuing building or other
permits for the construction of any building, apartment,
condominium, utility, highway. sewer. grading. or any other
improvement or structure, when the cost of the work to be done
by the contractor, but not limited to labor and materials, is
twenty thousand dollar-, (520,000) or more, any person, firm, or
corporation. before being entitled to the issuance of such
permits. furnish satisfactory proof to the inspector or authority
that he is duly licensed under the terms of this chapter.
(2) It shall be unlawful for the building inspector or
other authority to issue or allow the issuance of a building
permit unless and until the applicant has furnished evidence
that he is either exempt from the provisions of this chapter or is
duly licensed under this chapter to tarty out or superintend the
work for which the permit has been -applied.
§17-25-302 Limitations
The board shall have power to limit the license to the
character of work for which the applicant is qualified.
§17-25-303 Application - Renewal - Fees
(a) (I) Any person desiring to be licensed as a
contractor in this state shall make and file with the board thirty
(30) days prior to any regular or special meeting threof, a
written application on a form as may then be prescribed by the
board, for examination by the board The application shall be
accompanied by payment in a sum to be determined by the
board but not to exceed one hundred dollars ($100) to the
Contractors Licensing Board, State of Arkansas.
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(2) The thirty (30) day requirement may be waived
by the Contractors Licensing Board provided the contractor has
on file with the Contractors Licensing Board a completed
original application and proof of successfully completing any
examination required.
(b) Thereafter an annual renewal license foe to be
determined by the board but not to exceed one hundred dollars
($I00) shall be paid by each license to defray the costs and
expenses of the administration of this chapter.
§17-25-304 Financial Statement
(a) (1) All persons and entities required by this chapter
to be licensed by the Contactors Licensing Board shall
transmit to the board with their original applications an audited
financial statement of the applicant audited by a certified public
accountant or registered public accountant.
(2) All persons and entities licensed by the
Contractors Licensing Board shall transmit to the board with
renewal applications a financial statement of the applicant
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' reviewed by a Cc^tined public accountant or re stcred public
accountant acoordirg to Amcactn Institute of CcriEcd Public
AccountantsProfessional Standards.
(b) The financial statement so fsnished shat: not he
public information and may nor be made available ter
ir.sccct:on by any person. unless pursuant to an order of a court
of competent jurisdiction. After the contractor is licznscd, the
Cor.u-ae:ors Licensing Board shall have the option of destroying
the 5r.ancial s:a:__na,: by the process of shredding or rct=ang
the financial stateme:t to the contz.or.
§17-25-305 Applicant Qualifications
(al The board, in de:ernining the qualifications of any
acplinnt for original license or any renewal lic:ue, shalt.
among other things. consider :he following:
(I) Experience;
' (2) Ability;
(3) Charuccr,
(4) The manner of perfo.^ante of previous
contracts:
(5) Financial condition;
(6) Equipment;
(7) Any other fact tending to show ability and
willingness to conserve the public health and
' safety; and
(8) Default in complying with the provisions of this
chapter or any other law of the state.
(b) The board may develop reciprocal agre:ments with
other states with similar licensing responsibilities.
§17-25-306 Examioatiods - Certification
(a) L'an applietion cor..plics with the board's rules
a.^.d rcg.:lariors, then the appiiont shall be cnti:!cd to an
examination to determine the appiiont's qua!ifia:ices.
(b) If the result of the examination of any appliant shall
be satisfactory to the board, :hen the board shall issue to the
arpliont a ctni6otc to engage in contracting in the State of
'
(c) Anyone failing to pass the
e examination may be
•sxatined a: any regular meeting of the board upon payment
of the regular Ice.
§17-25-307 Expiration
All ccrti4o:es of license to engage in the business of
cor.:racing in the State of Arkansas shall expire at 12O0
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midni_yht on the day before the ernive:5:ry date of their
issuance unless otherwise dcigrafcd by the board, are t.'cv
shall become invalid on that day unless re..ewcd.
§17-25-303 Grounds for Revocation
The board shat! have the power :o revoke the r✓i5o:: of
liccrusc of any contactor licensed under this ehaptcr who is
found giilty of any fraud or dcocit in obtaining a licsc or for
aiding or abetting arty contractor or pc -0n to violate the
provisions of this dnaptcr or for gross ncyi3cnc.
inecmpe:encc. or mismr.du'c: in the conduct of the contractors
business.
§17-2225-309 Procedure for
Revocation - Reissuance
(a) Any person
may prefer
&..argcs
in connection with :he
fore3oing against
any contractor
lic:.rscd
under this chapter.
(b) The charges shall be in writing and sworn to by :he
complainant and mailed to the beard and, eness dismissed
without hearing by the board as unfounded or trivial, shall be
hard and de:anincd by the board within thirty (30) days after
the date an which they were r.,ade.
(c) A time
and place for the
hearing
shall be fixed by the
board and held in
the City of Little
Rock.
(d) A copy of the charges, together with the notice of the
time and place of haring, shall be considered as legally served
by the board when sent to the last known address of the
accused by registered mail, a: least ten (10) days before the
dare fixed for the hearing. In the event that such smite anr:ot
be effected ten (10) days before the haring, then the date of
hearing and determination shall be postponed as may be
necessary to permit the rz-ring out of this condition.
(c) At the hating the accused contractor shall have the
right to appear personally and by counsel and to toss-cxaminc
witnesses and to submit evidence in the contractor's behalf and
defense.
(f) If aft the haring the board Ends the facts as alleged
and of such Caracter as to disqualify the contractor. then the
board shall revoke thc iiccnse of the contrctor, but in that
event no refund shall be made of the lie:sc fee.
(g) Within its discc:ion and upon props applicuion cc
hct^ing, the board may reissue a litcnsc to any contactor
whose license has bean evoked.
(h) The board shall immediately notify the Sccrctary of
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State of its findings in the ease of a revocation of a license. or
of a rc:ssuanec of a revoked license.
§17-25-310 Replacement
A certificate of license to replac any lost, destroyed, or
mutilated certificate may be issued subject to the rules and
regulations of the board.
§17-25-311 Corporations and Partnerships
Unlawful Acts
(a) A corporation or partncrhip may engage in the
business of contracting when licensed by the board.
(b) It shall be unlawful and a violation of this chapter for
any two (2) or more contractors, whether doing business as
individuals, partnerships, corporations, or other organizations,
to jointly submit a bid or enter into a contract for construction
as a joint venture unless all panics to the joint venture arc
licensed pursuant to this chapter.
(c) Any combination of contractors other than a joint
venture shall obtain a license for the combination prior to
submitting a bid.
§17-25-312 Review
Any party aggrieved by any decision of this board shall
have the right to seek review thereof pursuant to the provisions
of the Administrative Procedure Act, as amended, §25-15.201
et seq.
§17-25-313 License Requirements to
Accompany Invitation to Bid
All architects and engineers preparing plans and
specifications for work to be contracted in the State of Arkansas
shall include in their invitation to bidden and in their
specifications a copy of this chapter, or such portions thereof.
as are deemed necessary to convey to the invited bidder,
whether he is a resident of this state or not, the information that
it will be necessary for him to have a certificate of license from
this board before his bid is considered.
§17-25-314 (Repealed)
§17-25-315 Rules and Regulations - Federally Funded
Projects - Contractor Qualifications
(a) The board shall have the power to promulgate rules
and regulations for the efficient enforcement of this chapter and
shall also have the power to assign the right or give pc:misren
to any state agency, board, or commission to determine_'
qualifioo cations of a ntncor soicly for the purpose of
submitting a bid to the state agency, board, or commission on
projects involving federal aid funds prior to the contractor being
lice sed by the board. No state agency, board, or commission'
shall execute any construction comae involving federal aid
funds unless and until the suct�sful bidder for the project
furnishes a ccni5eue of license issued by the board.
(b) The board shall have the power to provide by
regulation for any Political subdivision or other political
corporation to accept bids from unlicensed contractors for
projects involving federal funds. However, no contractor shall'
submit a bid under this section prior to submitting applietien
for licensure, and no political subdivision or political
corporation shall execute any construction contract unless and
until the successful bidder for the project furnishes an
appropriate license issued by the board.
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ARKANSAS STATE
CONTRACTORS
BOND LAW
ACT 162 OF 1987
As Amended by:
Act 487 of 1989
Act 783 of 1991
Act 37 of 1992
II
Subchapter 4 - Contractors Bond
§17-25-401
Definitions
I
(a) (I) Contractor' shall include all'
original, prime and general contractors and
all subcontractors. It is defined to be any,
person, firm, joint venture, partnership,
copartnership, association, corporation, or
other organization engaged in•the business of
the construction, alteration, dismantling,
demolition, or repairing of roads, bridges,
viaducts, sewers, water and gas mains,'
streets, disposal plants, water filters, tanks,
towers, airports, buildings, dams, levees,
canals, railways and rail facilities, oil and gas'
wells, water wells, pipelines, refineries,
industrial or processing plants, chemical
plants. power plants, electric, telephone, or
any other type of energy or message
transmission lines or equipment, or any other
kind of improvement or structure.
(2) The term 'contractor' shall includ
any contractor who is required to obtain a�
contractor's license under the state licensing
law of this State, §17-25-101 et seq. '
(b) However, when a person or entity
acts as a contractor in the construction
erection, alteration, or repair of his own o
its own property or of a single-family
residence or if the cost of the work to bi
done, including, but not limited to, labor an
materials, is less than twenty thousand
dollars ($20,000), the person or entity sha�
not be deemed a contractor under till
chapter.
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§17-23-402
Expenses - Deposition of Funds
(a) All expenses incurred by the board
for the administration of this subchapter are
authorized to be paid by the board.
(b) All taxes, premiums, contributions,
penalties, interest, and fines collected
pursuant to this subchapter, except
enforcement penalties, shaU be distributed
pro -rata, based upon the amount of taxes,
premiums and contributions* due to the
Department of Finance and Admthistration.
Employment Security Division, Workers'
Compensation Commission, or any city,
county or school district, or any other State
agency or other political subdivision of the
State, first to the extent of any taxes,
premiums, and contributions due with anv
remainder applied to interest, penalties, and
fines, in that order. All enforcement
penalties assessed to a contractor pursuant to
the provisions of this subchapter shall be
paid directly to the Contractors Licensing
Board to defer the cost of enforcement.
(c) The board may employ such
additional professional and clerical
employees as may be necessai- and pay
salaries thereto as authorized by law.
' §17-25-403
Liability of Customer
In the event the contractor fails to honor
its financial obligations to the State of
Arkansas, any city, county. school district,
'
State agency, or other poU[ica sup division
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of the Scare. the r_s;orer for whom the
work was rerfo^ed shall be
responsible for all naancial obligations of the
contractor wo the State of Arkansas, or any
cif}, county, school distric:. State agency, or
other political subdivision of the State, on
that custor..er's project provided that the
customer receives w i::en notice of the
contractors failure to comply with . this
subchapter prior to final pa}meat to the
contractor. -
§1;-'_S-404
Bond - Filing. Terms
(a) Before commencing work or
undertaking to perform any services or
duties in the State, a contractor shall file with
the Contractors Licensing Board as the
depository agency, a surety bond of a surety
authorized to do business in this State or a
cash bond. The bond shall be a condition of
licensure and a contractors license shall not
be released until the bond has been properly
filed.
(b) The bond shall be:
(1) 1n a penal sum of Ten Thousand
Dollars (S 10,000.00);
(2) Payable to the State of Arkansas;
(3) Conditioned on the contractor
comDlying with the tax laws of the State of
Arkansas, and when applicable, any city,
county, school district, State agency, or
other political subdivision of the State, the
Arkansas Employment Security Act 11-10-
101 et seq., the WorkersCompensation Law
11-9-101 et seq., and the provisions of this
subchapter.
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§17-25-405
(Repealed).
§ 17-25-406
Notice of Bond Cancellation
(a) Notice of bond cancellation shall be
given to the Contractors Licensing Board in
writing sixty (60) days prier to cancellation.
The Contractors Licensing Board shall notify
the Department of Finance and
Administration, the Employment Security
Division, and the Workers' Cbmpensation
Commission of the notice of cancellation. It
shall be the responsibility of each
governmental agency to make any claims
against the bond in accordance with State
law for collection of any taxes, premiums,
contributions, penalties, interest, or fines
within the statute of limitations of the
appropriate State. law.
(b) A contractors license that has
become invalid due to bond cancellation may
be reinstated upon receipt of proper
replacement bond.
§ 17-25-407
(Repealed)
§17-25-408
Failure to Comply
Penalties - Enforcement
(a) The fact that a contractor is
performing or has performed work in
Arkansas and compliance as required by this
subchapter has not been met shall constitute
prima facie evidence of failure to comply.
(b) Upon notice to the contractor and
hearing thereon is requested by th
contractor or if deemed appropriate by the
board or any committee thereof, should it
determined that a violation exists, the boar
or committee may assess a penalty for
noncompliance in a sum not to exceed fly
percent (5%) of the value of the contrac
performed, and upon a finding of a second o
subsequent violation, the contractor may
assessed •a penalty equal to ten percen
(10%) of the value of the contra
performed. Further, any contractor found A
violation for a second or subsequent
violation of this subchapter may lose it
contractors license for a period of one (I
year. The board or committee may also
issue an order to cease and desist the wor
pending compliance.
(c) Failure of a contractor to compl
with the provisions of this subchapter shat
be grounds for revocation of any license
issued to the contractor by the' Contractor'
Licensing Board.
(d) Enforcement of the bond filit�
requirements contained herein shall be t
responsibility of the Contractors Licensing
Board. 1
(e) The board shall have the power to
make such rules and regulations fi�
enforcement as it may consider approprta
and not in conflict with Arkansas law.
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§ 17-25-409
Proceedings upon Violation
(a) Regarding any violation of this
subchapter, the board shall have the power
to issue subpoenas and bring before the
board as a witness any person in the State
and may require the witness to bring with
him any book, writing, or other thing under
his control which he is bound by law to
produce in evidence.
(b) No proceedings under this section
may be commenced by the Contractors
Licensing Board after three (3) years from
the date on which the act or omission which
is the basis for the proceeding occurred.
(c) The Contractors Licensing Board
shall have the power to file suit in the Circuit
Court of Pulaski County to enforce any
cease and desist order not complied with
within fifteen (15) days, excluding Saturdays,
Sundays, and legal holidays, of service on the
contractor of the order. If the Circuit Court
finds the order to have been properly issued,
it may enforce it by any means by which
injunctions are ordinarily enforced.
However, nothing shall be construed herein
to diminish the contractor's right to appeal.
(d) All hearings and appeals therefrom
under this section shall be pursuant to the
provisions and the Administrative Procedure
Act, as amended, §25-15-201 ct seq.
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FAYETTEVILLE MUNICIPAL AIRPORT
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
Definitions of Terms
The terms used in this program have the meanings defined in DOT 49 CFR 26.5.
Objectives/Policy Statement (26.1,26.23)
The City of Fayetteville/Fayetteville Municipal Airport -Drake Field has established a Disadvantaged Business
Enterprise (DBE) program in accordance with regulations of the U.S. Department of Transportation (DOT), 49 CFR
Part 26. The City of Fayetteville has received Federal financial assistance from the Department of Transportation,
and as a condition of receiving this assistance, the City of Fayetteville has signed an assurance that it will comply
with 49 CFR Part 26.
' It is the policy of the City of Fayetteville to ensure that DBEs, as defined in Part 26, have equal opportunities to
receive and participate in DOT -assisted contracts. It is also our policy -
' 1. To ensure nondiscrimination in the award and administration of DOT -assisted contracts;
2. To create a level playing field on which DBEs can compete fairly for DOT -assisted contracts;
3. To ensure that the DBE program is narrowly tailored in accordance with applicable law;
' 4. To ensure that only firms that fully meet 49 CFR Part 26 eligibility standards are permitted to participate as
DBEs;
5. To help remove barriers to the participation of DBEs in DOT -assisted contracts; and
6. To assist the development of firms that can compete successfully in the marketplace outside the DBE Program.
' The Airports Financial Coordinator has been delegated as the DBE Liaison Officer. In that capacity, the Financial
Coordinator is responsible for implementing all aspects of the DBE program.
' Implementation of the DBE program is accorded the same priority as compliance with all other legal obligations
incurred by the City of Fayetteville in its financial assistance agreements with the Department of Transportation.
' The City of Fayetteville has disseminated this policy statement to the Fayetteville City Council and all the
departments of our organization. We have distributed this statement to DBE and non -DBE business communities
that perform work for us on DOT -assisted contracts by running an advertisement in a statewide newspaper.
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' CITY OF FAYETTEVILLE
By: Date
Fred Hanna. Mayor
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Attest:
Heather Woodruff, City Clerk
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APPROVED AS TO SUBSTAN :
Date 6 -()—IN
Alert Little, Economic Development Director
Nondiscrimination. (26.7)
The City of Fayetteville will not exclude any person from participation in, deny any person the benefits of, or
otherwise discriminate against anyone in connection with the award and performance of any contract covered by 49
CFR Part 26 on the basis of race, color, sex, or national origin.
In administering the DBE Program, the City of Fayetteville will not directly, or through contractual or other
arrangements, use criteria or methods of administration that have the effect of defeating or substantially impairing
accomplishment of the objectives of the DBE program with respect to individuals of a particular race, color, sex, or
national origin.
DBE Program Updates. (26.21)
We will continue to carry out this program until all funds from DOT financial assistance have been expended. We
will provide DOT updates representing significant changes in the program.
Quotas. (26.43)
We do not use quotas in any way in the administration of this DBE program.
DBE Liaison Officer (DBELO) (26.25)
The following individual has been designated as the DBE Liaison Officer: Brenda Moss, Financial Coordinator,
Fayetteville Municipal Airport -Drake Field, 4500 S. School Avenue, Suite F, Fayetteville, AR 72701, phone# 501-
718-7640 Ext. 5. In that capacity, Ms. Moss is responsible for implementing all aspects of the DBE program and
ensuring that the Fayetteville Municipal Airport -Drake Field complies with all provisions of 49 CFR Part 26. The
DBE liaison officer has direct, independent access to the City of Fayetteville's Economic Development Director
concerning DBE program matters. The City of Fayetteville is the sponsor for the Fayetteville Municipal Airport -
Drake Field. All departments are available to assist or advise the DBE Liaison Officer as needed. The Airport
recruits engineers for each of our AIP projects who work and assist in the compliance of the Airport's DBE
program.
The DBELO is responsible for developing, implementing, and monitoring the DBE program, in coordination with
other appropriate officials. Duties and responsibilities include the following:
1. Gathers and reports statistical data and other information as required by DOT.
2. Sets overall annual goals.
3. Ensures that bid notices and request for proposals are available to DBEs in a timely manner.
4. Identifies contracts and procurement so that DBE goals are included in solicitations (both race -neutral
methods and contract specific goals) and monitors results.
5. Participates in pre -bid meetings.
6. Advises the Economic Development Director on DBE matters and achievements.
7. Participates with the project engineer to determine contractor compliance with good faith efforts.
8. Maintains the airport's updated directory on certified DBEs.
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Federal Financial Assistance Agreement Assurance. (26.)3)
The City of Fayetteville has signed the following assurance, applicable to all DOT -assisted contracts and their
administration:
The City of Fayetteville shall not discriminate on the basis of race. color, national origin, or sex in the
award and performance of any DOT -assisted contract or in the administration of its DBE Program or the
requirements of 49 CFR Part 26. The recipient shall take all necessary and reasonable steps under 49 CFR
Part 26 to ensure nondiscrimination in the award and administration of DOT -assisted contracts. The
recipient's DBE Program, as required by 49 CFR Part 26 and as approved by DOT, is incorporated by
reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its
terms shall be treated as a violation of this agreement. Upon notification to the City of Fayetteville of its
failure to carry out its approved program, the Department may impose sanctions as provided for under Part
26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the
Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.).
DBE Financial Institutions. (26.27)
The City of Fayetteville utilizes the publication, "Report of the Bank Commissioners of Arkansas," as a source of
financial institutions. This register is published yearly by the Office of State Bank Department. The DBE Liaison
Officer will investigate the availability of any DBE Financial Institutions listed in this register and recruit other
interested DBE financial institutions by running advertisements at least once a year in a statewide newspaper. The
Fayetteville Municipal Airport will use these mediums to initiate the investigation to the full extent of services
offered by financial institutions owned and controlled by socially and economically disadvantaged individuals in
our community and make reasonable efforts to use these institutions. We will also encourage prime contractors to
use such institutions which we have identified.
To date we have identified no such institutions in our area, but will continue to search.
Directory. (26.25)
The Fayetteville Municipal Airport -Drake Field will maintain and make available to interested persons a directory
identifying firms eligible to participate as DBEs in our program. The directory lists the firm's name, address, phone
number, and the types of work the firm has been certified to perform as a DBE. The directory will be revised at
least annually. The airport uses the Arkansas Highway Department's directory of certified DBEs as the airport's
DBE directory. The directory will be available to contractors and the public on request and will be maintained at
the Fayetteville Municipal Airport -Drake Field located at 4500 S. School Ave., Suite F, Fayetteville, AR 72701 or
by calling 501-718-7640 ext. 5. Copies may also be obtained by calling the Arkansas State Highway and
Transportation Department at 501-569-2259.
Required Contract Clauses. (26.13, 26.29)
Contract Assurance. (26.13)
The Fayetteville
Municipal Airport -Drake
Field will ensure that the following clause is
placed in every DOT -
assisted contract
and subcontract:
The contractor or subcontractor shall not discriminate
on the basis of race,
color, national origin, or sex in
the performance
of this contract. The contractor shall
carry out applicable
requirements of 49 CFR Part 26
in the award and
administration of DOT assisted contracts. Failure by the
contractor to carry out these
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requirements is a material breach of this contract, which may result in the termination of this contract or
such other remedy as the recipient deems appropriate.
Prompt Payment. (26.29)
The Fayetteville Municipal Airport -Drake Field will include the following clause in each DOT -assisted prime
contract:
The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory
performance of its contract no later than 30 days from the receipt of each payment the prime contractor
receives from the City of Fayetteville. The prime contractor agrees further to return retainage payment to
each subcontractor within 30 days after the subcontractor's work is satisfactorily completed. Any delay or
postponement of payment from the above referenced time frame may occur only for good cause following
written approval of the City of Fayetteville. This clause applies to both DBE and non -DBE subcontractors.
Before any written approval for delay or postponement for payment is issued, both the prime contractor and the
subcontractor will be invited to discuss the disputed issues. The Airport will fully investigate our options with the
City of Fayetteville's Legal Department and the Federal Aviation Administration in the most expeditious time
possible before written approval for delay or postponement of payment is given.
Sanctions for Noncompliance:
In the event of the contractor's noncompliance with any terms of a DOT -assisted prime contract, the City
of Fayetteville shall impose such Contract sanctions as it or the Federal Aviation Administration may determine to
be appropriate, including, but not limited to:
(A.) Withholding of payments to the Contractor under the Contract until the
Contractor complies, and/or
(B.) Cancellation, termination, or suspension of the Contract in whole or in part.
Monitoring and Enforcement Mechanisms. (26.37)
The Disadvantaged Business Enterprise (DBE) program for the Fayetteville Municipal Airport -Drake Field will be
incorporated as part of the Specifications and Contract Documents on all DOT -assisted contracts. The inclusion of
this program in the Specifications and Contract Documents provides the same sanctions for noncompliance to the
DBE program as any other term of any DOT -assisted contract.
Submission of a bid on any federally assisted work advertised by the airport will obligate the Contractor who
submitted the bid to use good faith efforts to meet the DBE goal published in the bid document. The Contractor will
be required to submit the names, addresses, telephone numbers, EINs (Employer Identification Number), DBE
Certification Numbers, the kind of work performed, and the amounts to be paid to all subcontractors participating as
DBEs in the project at the time of contract execution. If no DBE participation is expected in the contract, the
Contractor must submit proof at the time of contract execution of good faith efforts to obtain DBE participation.
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The Fayetteville Municipal Airport -Drake Field will bring to the attention of the Department of Transportation any
false, fraudulent, or dishonest conduct in connection with the program which is evident to airport staff. DOT can at
their discretion take steps (e.g., referral to the Department of Justice for criminal prosecution, referral to the DOT
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Inspector General, action under suspension and debarment or Program Fraud
and Civil
Penalties rules)
provided in
26.109. We also will consider similar action under our own
legal authorities,
including
responsibility
determinations in future contracts.
' Overall Goals. (26.45)
Amount of eoal.
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The City of Fayetteville's overall goal for FY2000 is the following: 5% of the Federal financial assistance we will
expend in DOT -assisted contracts.
Method
The Fayetteville Municipal Airport -Drake Field used a weighted average method (Attachment #5 Example 2) to
calculate our base figure for our DBE goal.
Base Percentaee:
The weighted factor was derived
by
calculating the percentage of the cost
expected
to be expended in each SIC
II
code for the estimated project costs
for
the year (Attachment #1 item C).
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2. The second factor used in the formula for calculating our base figure was derived as follows: the numerator is
the number of DBEs located in our four county area (Benton, Crawford, Madison, and Washington Counties) that
can perform the kinds of work needed which were identified from the Arkansas State Highway and Transportation
Department's directory for DBE. The denominator was derived using the number of individuals listed by the
Census Bureau's County Business Panern database on the Internet. (See Attachment #1, items A and B.)
This calculation produced the relative -weighted availability of DBE participation of .50 percent (Attachment #1,
Item D).
The airport staff made inquires at the Chamber of Commerce and the Small Business Administration as to studies or
records maintained on DBEs. No records arc assembled to represent this group as a minority. A data search of the
Census Bureau on the Internet revealed a minority population not including women in our four county area of
approximately 3.07 percent in 1990. (See Attachment I, item E.) A review of our recent let contracts for 1997
through 1999 indicate that with advertising outside of our immediate area, the airport can expect a participation of
DBE activities as subcontractors at a rate of at least 1.74 percent (1997 accomplishment = 3.16%, 1998
accomplishment= 0. 1999 accomplishment 2.06 % equals a 1.74% yearly average.) Inquiries from other airports
located near our vicinity resulted in one response from FSM (Ft. Smith Regional Airport) located in Sebastian
county, Arkansas, which stated they have set their goal at 5% for the year 2000 and XNA (Northwest Arkansas
Regional Airport) in Bentonville in Benton county, Arkansas. has a goal of 10.56%. With our base percentage of
.54%, XNA's goal of 10.56%, and Ft. Smith's goal of 5%, an average goal of 5.37% can be derived.
After evaluating the above information, the City of Fayeneville/Fayetteville Municipal Airport's initial base rate
goal has been adjusted to 5% to reflect as accurately as possible the DBE participation the airport staff considers
obtainable.
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The Fayetteville Municipal Airport/Drake Field will submit its overall goal to DOT on August I of each year.
Before establishing the overall goal each year, the airport staff will review the Disadvantage Business Enterprise
Directory for changes in the number of available DBEs in our area. Staff will also review the contracts let for the
previous year, contact other airports in our vicinity, and any other persons or groups who might have knowledge
concerning the availability of disadvantage and non -disadvantaged businesses, the effects of discrimination on
opportunities for DBEs, and the airports efforts to establish a level playing field for the participation of DBEs.
Following this process of determining our new goal, the airport staff will publish a notice of the proposed overall
goal in a statewide newspaper, informing the public that the proposed goal and its rationale are available for
inspection during normal business hours at the airport office for 30 days following the date of the notice, and
informing the public that the airport and DOT will accept comments on the goals for 45 days from the date of the
notice. The notice will include addresses to which comments may be sent and addresses where the proposal may be
reviewed. All comments will be reviewed by the airport staff, and if comments warrant, changes will be made to
the proposed goals.
The overall goal submission to DOT will include a summary of information and comments received during this
public participation process and the airport's responses.
The airport will begin using the overall goal on October 1 of each year, unless other instructions have been received
from DOT.
We estimate that, in meeting an overall goal of 5%, we will obtain .05% from race -neutral participation and 4.5%
through race -conscious measures.
All of our DOT -assisted contracts for the Airport include the requirement of good faith efforts to meet our goal for
DBE participation. Because of the few DBEs in the area, we receive very little response to the bids advertised and
let. We do require the engineers to include DBE language in both specifications and advertisements that they
initiate. We also place ads in newspapers encouraging DBE participation in our projects. I believe that the DBE
participation that we do receive usually is a result of our efforts, the engineers, and the contractors in recruiting
DBEs.
The Fayetteville Municipal Airport -Drake Field will use contract goals to meet any portion of the overall goal the
airport does not project being able to meet using race -neutral means. Contract goals are established so that, over the
period to which the overall goal applies, they will cumulatively result in meeting any portion of our overall goal that
is not projected to be met though the use of race -neutral means.
The airport will establish contract goals only on those DOT -assisted contracts that have subcontracting possibilities.
We need not establish a contract goal on every such contract, and the size of contract goals will be adapted to the
circumstances of each such contract (e.g., type and location of work, availability of DBE's to perform the particular
type of work).
We will express our contract goals as a percentage of the Federal share of a DOT -assisted contract.
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Good Faith Efforts. (26.53)
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The City of Fayetteville treats bidder/offerors compliance with good faith efforts requirements as a matter of
responsibility.
Each solicitation for which a contract goal has been established will require the bidders/offerors to submit the
following information at the time of contract execution:
I The names and addresses of DBE firms that will participate in the contract;
2. A description of the work that each DBE will perform;
3. The dollar amount of the participation of each DBE firm's participation;
4. Written and signed documentation of commitment to use a DBE subcontractor whose
participation it submits to meet a contract goal;
5. Written and signed confirmation from the DBE that it is participating in the contract as
provided in the prime contractor's commitment; and
6. If the contract goal is not met, evidence of good faith efforts.
of good faith
The obligation of the bidder/offeror is to make good faith efforts. The bidder/offeror can demonstrate that it has
done so either by meeting the contract goal or documenting good faith efforts.
' The Airport's Financial Coordinator will be responsible for determining whether a bidder/offeror who has not met
the contract goal has documented sufficient good faith efforts to be regarded as responsible.
' The DEB Liaison Officer will ensure that all information is complete and accurate and adequately documents the
bidder/offeror's good faith efforts before the City of Fayetteville/Fayetteville Municipal Airport -Drake Field
commits to the performance of the contract by the bidder/offeror.
' Administrative reconsideration
Within 5 days of being informed by The City of Fayetteville that it is not responsible because it has not documented
' sufficient good faith efforts, a bidder/offeror may request administrative reconsideration. Bidder/offerors must
make this request in writing to the following reconsideration officials: The Airport Board, 113 W. Mountain,
Fayetteville AR 72701, phone number 501- 718-7640 Ext. 5. The reconsideration officials will not have played any
t role in the original determination that the bidder/offeror did not document sufficient good faith efforts.
As part of this reconsideration, the bidder/offeror will have the opportunity to provide written documentation or
argument concerning the issue of whether it met the goal or made adequate good faith efforts to do so. The
' bidder/offeror will have the opportunity to meet in person with our reconsideration officials to discuss the issue of
whether it met the goal or made adequate good faith efforts to do so. We will send the bidder/offeror a written
decision on reconsideration, explaining the basis for finding that the bidder did or did not meet the goal or make
' adequate good faith efforts to do so. The result of the reconsideration process is not administratively appealable to
the Department of Transportation.
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We will require a contractor to make good faith efforts to replace a DBE that is terminated or has otherwise failed to
complete its work on a contract with another certified DBE, to the extent needed to meet the contract goal. We will
require the prime contractor to notify the DBE Liaison Officer immediately of the DBE's inability or unwillingness
to perform and provide reasonable documentation.
In this situation, we will require the prime contractor to obtain our prior approval of the substitute DBE and to
provide copies of new or amended subcontracts, or documentation of good faith efforts. If the contractor fails or
refuses to comply in the time specified, our contracting office will issue an order stopping all or part of payment
until satisfactory action has been taken.
Counting DBE Participation. (26.55)
We will count DBE participation toward overall and contract goals as provided in 49 CFR 26.55
Certification. (26.61 - 26.91)
The Arkansas Highway Department has certified all interested individuals who have inquired at the airport about
DBE certification (see attached agreement with the State attachment #4). The airport will use the Arkansas
Highway and Transportation Department's DBE directory to determine the eligibility of firms to participate as
DBEs in DOT -assisted projects, and the Fayetteville Municipal Airport -Drake Field will continue to honor the
certification completed by other entities as long as documentation can be provided.
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In the event
we
propose to remove
a DBE's certification, we
will follow procedures consistent with 26.87. I
Attachment
#2
to this program sets
forth these procedures in
detail.
Ill i . ' .0 u
The Fayetteville Municipal Airport -Drake Field will participate in a Unified Certification Program as one becomes
available for the State of Arkansas. The Fayetteville Municipal
Airport -Drake Field will utilize the Arkansas State
Highway
and Transportation
Department in certifying
individuals which we have recruited as candidates
as DBEs.
Any firm or complainant about a certification matter should be sent to:
Department of Transportation Office of Civil Rights Certification Appeals
Branch 400'" St., SW, Room 2104
Washington, DC 20590
The airport will promptly implement any DOT certification appeal decisions affecting the eligibility of DBEs for
DOT -assisted contracting (e.g., certify a firm if DOT has determined that our denial of its application was
erroneous).
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"Recertification"
' The Arkansas Highway and Transportation Department will handle recertification of DBEs for the airport. The
Arkansas Highway and Transportation Department's policy is to fully recertify DBEs every three years.
"No hanee" Affidavits and Notice of Change
The Arkansas Highway and Transportation Department will handle "No Change" affidavits and Notice of Change
' for the Fayetteville Municipal Airport -Drake Field. They do require an acknowledgment (a signed form that the
DBE's status has not changed) annually.
' Personal Net Worth_
The Arkansas Highway and Transportation Department will handle personal net worth statements. Their statement
is compatible to the U.S. Small Business Administration (SBA) form 413 (2-94). A copy of form 413 (2-94) is used
as an attachment #3 to this document.
Bidders List
' The Fayetteville Municipal Airport -Drake Field will create a bidders' list, consisting of information about all DBE
and non -DBE firms that bid or quote on DOT -assisted contracts. The purpose of this requirement is to allow use of
' the bidderslist approach to calculating overall goals. The bidders' list will include the name, address, and
DBE/non-DBE status, and age of the firm and the annual gross receipts. The bid packet will include a form for the
necessary information required on all bidders, and the bidders will be required to return the form at the time of bid
opening.
' Monitoring Payments to DBEs
' We will require prime contractors to maintain records and documents of payments to DBEs for three years
following the performance of the contract. These records will be made available for inspection upon request by any
authorized representative of the City of Fayetteville or Department of Transportation. This reporting requirement
also extends to any certified DBE subcontractor.
1 We will keep a cumulative total of actual payments to DBE firms for work committed to them at the time of
contract award. The contractor will be responsible for submitting a record of any payments made to DBEs when
' they submit payment requests from the recipient. We will review payments to DBE subcontractors to ensure that
the actual amount paid to DBE subcontractors equals or exceeds the dollar amounts stated in the schedule of DBE
participation.
' Reporting to DOT
We will report DBE participation to DOT by submitting annually DOT From 4630, as modified for by FAA
' recipients
Confidentialiry
We will safeguard from disclosure to third panics information that may reasonably be regarded as confidential
business information, consistent with federal, state, and local law. The Arkansas State Freedom of Information Act
A.C.A. Title 25.19-105 states that examination and copying of public records or files which, if disclosed, would
' give advantage to competitors and bidders shall not be deemed to be made open to the public under the provisions
of the State FOIA law. However, the company must request this protection in writing with proof that such
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information would put them at a disadvantage. Notwithstanding any contrary provision of state or local law, we
will not release personal financial information submitted in response to the personal net worth requirements to a
third party (other than DOT) without the written consent of the submitter. All local laws are superseded by state and
federal laws.
APPROVED:
U.S. DEPARTMENT OF TRANSPORTATION
Federal Aviation Administration
By:
Attachments
I Calculation of DBE goals.
2. Department of Transportation 49 CFR Parts 23 and 26 rule 826.87.
3. U.S. Small Business Administrations (SBA) form 413 (2-94).
4. AHTD Agreement
5. Sample Calculation for DBE base.
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' County 1500 1610 1770 1794 8700's
Benton 143 0 14 18 49
'Crawford 33 0 6 13 6
Madison 3 0 2 1 7
Washington 119 2 14 14 89
Total 298 2 36 44 151
'B. Business Identified in our 4 county area for the August 23, 1999
Disadvantaged Business Enterprise Directory
1. Marshall Construction, Inc.
17739 Cartwright
' Mountainburg, AR 72946
2. Seneca, Inc.
' 420 Lakewood
Van Buren, AR 72956
'C. Total Estimated protect costs (r ve 000
Professional Services (8700's) $90,000.00 approx. 7.5% of total expenses (90,000/1189000)
Construction (1700's) $207,250.00 approx. 17.5% of total expenses (207250/1189000)
(15000 &1600's) $891,750.00 approx. 75% of total expenses (891750/1189000)
total $1,189,000.00
Calculation of our base figure:
' Base (SIC 15 &16 =2)(SIC 17 = 0)' (SIC 87 = 0)'
_ .75 ------------ + .175 - _ +.075 -- - X100 = .5%
Figure (SIC 15 & 16 = 300)" (SIC17 = 80)" (SIC 87 = 151)"
' DBEs listed in the Arkansas State Highway and Transportation Department's list for the four
counties for this specific SIC code.
"Total Businesses listed on the web site of the Census Bureau for the four counties for this
'specific SIC Code..
I. Census Data -mod 1990 regarding population of minority population in Washington. Madison.
Benton. and Crawford counties in Arkansas:
Blacks .77 % of total population (2050/265004)
' American Indians 1.44% of total population (3810/265004)
Asian .43% of total population (1129/265004)
Other Race which
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Include Hispanics .43% of total population (1129/265004)
Total % of Minority
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ATTACHMENT #2
5142 FederalRegister[::V,ol64ttNo.21/,Tuesday. February•,2, 1999/Rules and Regulations
deemed io jtave•falled to coop1et.a[e,bey contlntie_iobe'certlfied. Cottfidentlality
under § 26 X09(c)....gj.- 'n6raii5--: -+tro of complainants identities must be.:.
(k),Ifyou are.a recipient, you musl:ro3 protected as.provided in 526.109(b).
make decisions on appllwtioris,toi.;,>rt ff42) You must review your records..
certification within 90 days,of receiving concerning the flan, any material
from;the applicant firm. all informagon;a provided by the Linn end.lhe p.
requlredunder•thispart.Youmay;t'+>a1t complainant, and other available -••
extend this time period once.tor.no :r:'z eaa � W Uomanfrom the Grm or
uest
more than an additional 60 days,:upon u
written notice, to the. firm..explaining I,oi conduct any other -Investigation that you
fully and specifically the reasons for the . deem necessary.
extension. You may establish a different, review, udeter ire, based on
le cause to
this
time frame in your DBE program, upon Ir
a showing that this time frame Is -not ;+d believe that the fine is ineligible, you
feasible, and subject to the approval of:r must provide written notice to the firm..
the concerned operating administration. that you propose to find the firm _ -
Your failure to make a decision by the:' ineligible, setting forth the reasons for,
applicable deadline under this ni ^. " ° i'i the proposed,determination. lfyou ,.
paragraph is deemed a'constructiveY': s determine That such reasonable.cause
denial ofthe appllcatlon)on the basis oft does not exist, you mustnotify,the
which the firm mayappeal to DOT . :_ - ; complainant and the firm In writing of
under § 26.89. %c 'c ... t • this determination and the reasons for
.l .� ,�; .,_..•, ,.!;; it. All statements'of reasons for findings
§26.a5 • What rules govern recipients' �• oh thefssue of reasonable, cause must:
denials of Initial requests for certification?;, specifically.reference the evidence in
(a) When you deny a request by a the record on which each reason is.
firm, which is not currently certified .:.;,: based.
with you. to be.ceitlfted as a DBE: you (b) Recipient -initiated p(oceedings. If.
must provide the firma written -r r•z. based on notification by the firm of a
explanation of the reasons for the:.-.u_J.: change in Its circumstances or other
denial. specifically referencing the' information that comes to your.
evidence in the record that supports . attention, you determine that there Is
each reason for the denial. 'All - r ". reasonable cause to believe that a
documents and other information on ' - currently certified firm Is Ineligible. you
which the denial is based must be made must provide written notice to the firm
availableto the applicant. on request. ' that you propose to find the firm .
(b) Wheri.a firm is denied ... Ineligible, setting forth the reasons for
certification. you -must establish a time tstatement prep ad determination. renaT. of
period of no more than twelve months g
that must elapse before thefrrri may: reasonable.cause must specifically !b::
reapply'to the'reclpien(fo�tertlficaUon`? reference theevidence in the record on
You may provide: f n your DBEprogram.' which each reason is based. .: r
subject to, approval by the•concemed,!.' (c) DOT directive to initiate t:y! �r
ooeraurt¢ administratiod: Wshoner :i4 =? proceeding. (1) If the concerned :i'// •:
operating administration determines, ..
that informal Ion in your certification.
records:.orother information available
to.the concerned operating
administration. provides reasonableei:i:
causeto'believe that:a firm you'certified
does not meet the el igibllltycriterla ofst:
this partithe concerned operatlrigioNrt q
administration may"direct.you' to9riitiate.
aproceeding to remove the firm'sSi:r?+:,:
certification. s.. :•Ttb li:Lftotq
.: v(2) The concerned operating cthP?
administration. must provide you and :3,
the firm a:notice setting forth the tLta: i•n
reasons for the directive.incitidin'g anyn
relevant documentation or.other,*A'
information,? • r::.>..- :'. s�('�7o'-r.:x::^_
(3) You must Immediately commence;;
and prosecute a proceeding.to remover;:i
eligibility. as.provided.by. paragraph' (b)
ofthlssection. ,.. -.r:;_.-.:?,.
(d) Hearing..When you notify,a firm,
that there is reasonable cause to remove
Its eligibility, as provided in paragraph.''
(a), (b). or (c) of this section. you must
give the firm an opportunity for an
informal hearing; at which the firm may.
respond to the reasons for the proposal
to remove its eligibility In person and
provide information and arguments -
concerning why it should remain
certified..:, ..•, -....
. (1) In such a proceeding: you bear the
burden of proving, by a preponderance
of the evidence, that the firm does not
meet the, certification standards of this
part, •:. :.• •:•�. -
(2) You must maintalna complete
record of the hearing: by any means
acceptable under state law for the
retention of a verbatim record of an
administrative hearing. If there is an
• appeal to DOT under § 26.89. you must
provide a transcript of the hearing to
DOT and. on request. to the firm: You
must retain the original record of the
hearing. You may charge the firm only
for the cost of copying the record. '•:
(3) The firm may elect to present'
Information and arguments in writing.
without going to a hearing. do such a
situation, you bear the same burden of
proving, by a preponderance of the'
evidence. that the firm does not meet
the certification standards. as you
would during a hearing.
(e) Separation of functions. You must
ensure that the decision in a proceeding
to remove a firm's eligibility is made b),
an office and personnel that did not take'
part in actions leading to or seeking to
implement the proposal to remove the,
firms eligibility and are not subject.
with respect to the matter. to direction
from the office or personnel "ho did
take part in these. actions.
. (1) Your method of implementing this.
requirement must be made part of your
DBE program... '
(2) The declsionmaker must be an
individual who is knowledgeable about
the certification requirements of your, • ,.
DBE program and chi .pan:..c .:ny. tt[!! `• ?
.,_.(3) Before a UCP;is operational -in its -i
state:,a,small airport or,¢Jrtall transit n)
authority (i.e., an alrpgn or•trartsiqo '+.
authoilty.serving an area.with Jess than t'.
250.000.population)is required t0.meet
this requirement only: to the extent".; ;
feasible.p .'r:. o: 0.6!(:C :.!v':
(I) Grounds for decision. You must:not
base a decision to remove eligibility on
a reinterpretation or changed opinion oII
information available to the recipient at
the time of its.certification of the firm.
You may base such a decision only on
one or more of the following:
(1) Changesinthe firm's
circumstaneessince the certification of
the firm by the. recipient that render the
firm unable to meet the eligibility
standards of this part:
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Federal Register/Vol 64. No. 21/Tuesday. February 2. 1999/Rules and Regulations 5143
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(2) Information or evidence not
available to you at the time the firm was
certified.
(3) Information that was concealed or
misrepresented by the firm in previous
certification actions by a recipient:
(4) A change in the certification
standards or requirements of the
Department since you certified the firm:
or
(5) A documented finding that your
determination to certify the firm was
factually erroneous.
Notice of decision. Following your
decision, you must provide the firm
written notice of the decision and the
reasons for it. Including specific
references to the evidence In the record
that supports each reason for the
decision The notice must inform the
firm of the consequences of your
decision and of the availability of an
appeal to the Department of
Transportation under § 26.89. You must
send copies of the notice to the
complainant in an ineligibility
complaint or the concerned operating
administration that had directed you to
initiate the proceeding
(h) Status of firm during proceeding. ru (I) A m remains an eligible DBE
during the pendancy of your proceeding
to remove its eligibility
(2) The firm does not become
ineligible until the issuance of the
notice provided for in paragraph (g) of
this section.
(i) Effects of removal of eligibilnt
When you remove a firm s eligibihis
you must take the following anion
(I) When a prime contractor has made
a commitment to using the ineligible
firm, or you have made a commitment
to using a DBE prime contractor. but a
subcontract or contract has not been
executed before you issue the
decertification notice provided for in
paragraph (g) of this section the
ineligible firm does not count toward
the contract goal or overall goal You
must direct the prime contractor to meet
the contract goal with an eligible DBE
firm or demonstrate to you that n has
made a good faith effort to do so
(2) If a prime contractor has executed
a subcontract with the firm before you
have notified the firm of its ineligibility
the prime contractor may continue to
use the firm on the contract and masn cotinue to receive credit toward us
O61 goal for the firm s work In this
case or in a case where you have let a
prime contract to the DBE That seas later
th ruled ineligible. e portion of the
u el igible firms performance of the
contract remaining after you issued the
n lotixc of its iieligibilirs shall not count
tuns and 'our overall goal but toy count
tuns and the contract go:
(3) Exception: if the DBE's
Ineligibility is caused solely by its
having exceeded the size standard
during the performance of the contract,
you may continue to count its
participation on that contract toward
overall and contract goals.
(j) Availability of appeal. When you
make an administratively final removal
of a firm's eligibility under this section.
the firm may appeal the removal to the
Department under §26.89.
f 26.69 What Is the process for
certification appeals to the Department of
Transportation?
(a)(1) If you are a firm which is denied
certification or whose eligibility is
removed by a recipient, you may make
an administrative appeal to the
Department.
(2) If you are a complainant in an
ineligibility complaint to a recipient
(including the concerned operating
administration in the circumstances
provided in § 26.87(c)). you may appeal
to the Department if the recipient does
not find reasonable cause to propose
removing the firms eligibility or,
following a removal of eligibility
proceeding. determines that the firm is
eligible.
(3) Send appeals to the following
address: Department of Transportation.
Office of Civil Rights. 400 7th Street.
SW, Room 2401, Washington. DC 20590.
(b) Pending the Department's decision
in the matter. the recipient's decision
remains in effect. The Department does
not stav the effect of the recipients
decision while it is considering an
appeal.
(c) If you want to file an appeal. you
must send a letter to the Department
within 90 days of the date of the
recipients final decision, including
information and arguments concerning
why the recipients decision should be
reversed. The Department may accept
an appeal filed later than 90 days after
the date of the decision if the
Department determines that there was
good cause for the late filing of the
appeal.
(I) If you are an appellant who is a
firm which has been denied
certification, whose certification has
been removed, whose owner is
determined not to be a member of a
designated disadvantaged group or
concerning whose owner the
presumption of disadvantage has been
rebutted. Your letter must state the name
and address of any other recipient
which currently certifies the firm.
which has rejected an application for
certification from the firm or removed
the firm's eligibility within one year
prior to the date of the appeal. or before
which an application for certification or
a removal of eligibility is pending.
Failure to provide this information may
be deemed a failure to cooperate under
§ 26.109(c).
(2) If you are an appellant other than
one described in paragraph (c)(1) of this
section. the Department will request.
and the fine whose certification has
been questioned shall promptly provide.
the Information called for in paragraph
(c)(1) of this section. Failure to provide
this information may be deemed a
failure to cooperate under 526.109(c)
(d) When it receives an appeal. the
Department requests a copy of the
recipient's complete administrative
record in the matter. If you are the
recipient. you must provide the
administrative record. Including a
hearing transcript. within 20 days of the
Department's request. The Department
may extend this time period on the basis
of a recipients showing of good cause.
To facilitate the Department's review of
a recipient's decision, you must ensure
that such administrative records are
well organized, indexed, and paginated
Records that do not comport with these
requirements are not acceptable and
will be returned to you to be corrected
immediately. If an appeal is brought
concerning one recipient's certification
decision concerning a firm, and that
recipient relied on the decision androi
administrative record of another
recipient, this requirement applies to
both recipients involved.
(e) The Department makes its clecisio:,
based solely on the entire adminisiram i
record. The Department does not make
a de novo review of the matter and does
not conduct a hearing. The Department
may supplement the administrative
record by adding relevant information:
made available by the DOT Office of
Inspector General: Federal. state. of
local law enforcement authorities
officials of a DOT operating
administration or other appropriate
DOT office: a recipient: or a firm or
other private party.
(0 As a recipient. when you provide
supplementary information to the
Department, you shall also make this
information available to the firm and
any third -pang complainant involved,
consistent with Federal or applicable
state laws concerning freedom of
information and privacy. The
Department makes available, on reques:
by the firm and any third'panv
complainant involved, any
supplementary information it rccen e:
from any source
( I ) The Department affirms your
decision unless it determinesbaud tit-.
the entire adnunistratis'e record than
your decision is unsupported In
07/19/00 WED 12;49 FAX 817x999. ASW-9 •
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City of Fayetteville 5, ti183
Staff Review Form
City Council Agenda Items ��►7l•C��hlon
Contracts Hor�cp#j
NA
City Council Meeting Date
Ray M. Boudreaux Aviation & Economic Development General Government
Submitted By Division Department
Action Required:
Approve Change Order #3 to Contract #926 with APAC - McClinton Anchor APAC - Arkansas, Inc., PO Box 1367,
Fayetteville, AR, 72702-1367, phone: 521-3550, fax: 521-2826, in the amount of -$48,196.88 (reduction).
($48,196.88)
Cost of this request
5550.3960.7820.31
5550.3960.5804.00
Account Number
03012.1
Project Number
Budgeted Item �X
$ 242,826.00
category/Project Budget
$ 157,313.00
Funds Used to Date
$ 85, 513.00
Remaining Balance
Budget Adjustment Attached
Taxiway A Extension Phase I
Program Category / Project Name
Airport Capital Improvement
Program / Project Category Name
General Government - Airport
Fund Name
Previous Ordinance or Resolution # 141-03
or
Date Original Contract Date: 9/16/2003
Original Contract Number: 926
2 0
City Attorney
Received in City Clerk's Office
tc
Finance and Internal Service Director Date
Received in Mayor's Office
Mayor Date
Order #05-628: Item a) -$16,158.45
Item b) -$32,038.43
City Council Meeting of: N/A
Agenda Item Number:
CITY COUNCIL AGENDA MEMO
TO: Mayor
THRU: Staff/Contract Review
FROM: Ray M. Boudreaux, Director, Aviation and Ec#nomic Development
DATE: April 29, 2005
SUBJECT: Change Order #3 to contract with APAC-McClinton Anchor for construction of
Taxiway A and the Forest Service apron. This is a reduction to the contract.
RECOMMENDATION: Approve and execute by signature of the Mayor, change order #3 to
contract #926 with APAC- McClinton Anchor Arkansas to reduce the contract amount by $48,196.88.
BACKGROUND: This is the final reconciliation Change Order for the USDA Forest Service
Taxiway and Apron project and reduces the overall project cost by $48,196.88.
This is a budget reduction Change Order that reduces the project budget by
$48,196.88
Attachments: Change Order #3
Contract review form
Aviation and Economic Development Department
Fayetteville Municipal Airport, Drake Field
4500 South School Avenue, Suite F
Fayetteville, Arkansas 72701
Ray M. Boudreaux, Director
MCEMcCLELLAND
CONSULTING
DESIGNED TO 5ERVf ENGINEERS, INC.
April 28, 2005
Mr. Ray Boudreau
Airport Departme,rit
City of Fayette ' le
113 West Mymntain
Fayetteville, AR 72701
RE: Taxiway "A" Extension &
USDA Forest Service Air Tanker Apron Area
Fayetteville Municipal Airport
AIP 3-05-0020-031-2003
Dear Mr. Boudreaux:
PO. Box 1229
Fayetteville, Arkansas 72702-1229
479-443-2377
FAX 479-443-9241
Enclosed please find four (4) copies of Change Order No. 3 for this project for the
reconciliation of the final quantities to the original bid quantities. Please return one copy
to our office and one copy to the Contractor.
If there are any questions regarding this change order, please contact us.
Sincerely,
McCCELLAND
E.
Vice PrSdent
TING ENGINEERS, INC.
Enclosure: Change Order No. 3 (4 copies)
J:\2002\022103\correspondence\Boudreaux-0428.wpd:
I ..
CHANGE ORDER
Order No.
Date:
Agreement Date:
April 27.2005
September 16, 2003
NAME OF PROJECT: Taxiway "A" Extension & USDA Forest Service Air Tanker Apron Area
OWNER: City of Fayetteville (Airport Department)
CONTRACTOR: APAC-Arkansas Inc., McClinton Anchor Division
The following changes are hereby made to the CONTRACT DOCUMENTS:
1. Adjust the original Plan Quantities to the actual quantities used for the project to date as detailed on the attached pages 2 and 3
of this Change Order. Deduct cost of $ 48,196.88 from contract.
Justification:
1. Reconcile the original plan quantities to the actual quantities used to date for this project.
CONTRACT PRICE prior to this Change Order:
Decrease in Contract Price:
Revised CONTRACT PRICE Including this Change Order:
Final Completion Time Prior to This Change Order:
Net Time Change Resulting From This Change Order:
Current Contract Completion Dates Including This Change Order:
Completion Date:
Change to CONTRACT TIME:
The CONTRACT TIME will be (increased) (decreased) by 0 calendar days.
$_2.146,829.70
$_(48.196.88)
$ 2.098.632.82
225 Calendar Days
0 Calendar Days
December 4, 2004
Approvals Required:
To be effective this Order must be approved by the Owner if it changes the scope or objective or the PROJECT, or as
may otherwise be required by thy GENERAL CONDITIONS.
Requested by:
Recommended by:
Approved by:
J:\2002\0221031correspondence\Change-Order-3.wpd Pagelof
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Clarice Pearman - APAC-McClinton Anchor CO2 & CO3 Page t
From: Clarice Pearman
To: Boudreaux, Ray
Subject: APAC-McClinton Anchor CO2 & CO3
Ray,
Attached is a copy of the change orders for McClinton -Anchor. I am returning signed originals via
interoffice mail for both.
Thanks.
Clarice
CC: Deaton, Vicki