HomeMy WebLinkAbout107-96 RESOLUTION•
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RESOLUTION NO. "7-96
A RESOLUTION APPROVING A BID AWARD IN THE
AMOUNT OF $222,300.80 TO JOHN P. MARINONI
CONSTRUCTION COMPANY, TO INSTALL ILS/LDA
EQUIPMENT AND RELATED CABLING; AND APPROVAL
OF A BUDGET ADJUSTMENT
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. The City Council hereby approves a bid award in the amount of
$22,300.80 to John P. Marinoni Construction Company, Inc. and authorizes the Mayor and City
Clerk to execute a contract in said amount. A copy of the bid tabulation and contract are
attached hereto marked Exhibit "A" and made a part hereof.
Section 2. The City Council hereby approves a budget adjustment in the amount of
$150,000 to increase Fixed Assets, Acct. No. 5550 3960 5801 00, Project No. 96102 by
decreasing Air Terminal Parking, Acct. No. 5550 0955 4452 02, in the amount of $90,000 and
Interest, Acct. No. 5550 0955 6708 00, in the amount of $60,000.
PASSED AND APPROVED this 15th day of October , 1996.
ATTEST:
By: `J/jarki
Tract- Paul, City Clerk
APPROVED:
By:
Fled Henna, Mayor
City of.Fayetteville, Arkansas
Budget Adjustment Form
Budget Year
1996
Department: General Government
Division: Airport
Program: Capital
Date Requested
09/26/96
Adjustment #
Project or Item Requested:
Additional funding is requested for the Instrument Landing System (ILS)
project.
Project or Item Deleted:
Additional air terminal parking revenue and additional interest income are
proposed for this adjustment.
Justification of this Increase:
Construction cost for the ILS was greater than projected.
Justification of this Decrease:
Revenue is projected to exceed budgeted revenue for each of the revenue
sources proposed.
Increase
Account Name Amount Account Number Project Number
Fixed Assets 150,000 5550 3960 5801 00 96102
Decrease
Account Name Amount Account Number Project Number
Air Terminal Parking
Interest
90,000 5550 0955 4452 02
60,000 5550 0955 6708 00
u d By
A Apia
A.proal Signatures
4
•
B 'get ooninator
Department Director
96
1-24-96
9 -al
P196BUDULSBA2. WKl
Budget Office Use Only
Type: ii B C D ® F
Date of Approval
Posted to General Ledger
Entered in Category Log
Budget Office Copy
LDA/GLIDESLOPE IMPROVEMENTS
DRAKE FIELD MUNICIPAL AIRPORT
CITY OF FAYETTEVILLE
SEPTEMBER 23 1996
PROJECT NO. FY962130
BID TABULATION
EXHIBIT A
BIDDER
John P. Mannoni
Constr Co.
Mobley
Contractors, Inc.
ITEM
NO.
ITEM
QUANTITY
UNIT
PRICE
EXTENDED
UNIT PRICE
EXTENDED
1
Act 291, 1993 Trench and
1
LS
$200.00
$200.00
$4,500.00
$4,500.00
Excavation Safety System
2
Site Preparation and Foundation
construction for LDA Array
1
LS
$42,815.00
$42,815.00
$47,075.00
$47,075.00
Installation
3
Site Preparation, Foundation
1
LS
$35,137.00
$35,137.00
$25,662.00
$25,662.00
Construction and Tower Erection
for Glide Slope Installation
4
Installation of Electrical Items
1
LS
$141,800.00
$141,800.00
$171,600.00
$171,600.00
5
Standby Time During Night-time
20
HR
$117.44
$2,348.80
$210.00
$4,200.00
Work
TOTAL BASE BID
$222,300.60
$253,037.00
OOW:992110.BIDTAB.wb2, 23 -Sep -96 - PAGE 1
DOCUMENT 00500
CONTRACT
THIS AGREEMENT, made and entered into on the /5f/ day of of /o 6 e r
1996, by and between John P. Mannom Construction Co., Inc. herein called the
Contractor, and the City of Fayetteville Arkansas, hereinafter called the Owner:
WITNESSETH:
That the Contractor, for the consideration hereinafter fully set out, hereby agrees with the Owner as
follows:
1. That the Contractor shall furnish all the materials, and perform all of the work in manner and
form as provided by the following enumerated Drawings, Specifications, and Documents, which
are attached hereto and made a part hereof, as if fully contained herein and are entitled
LDA/Glide Slope Improvements, dated August, 1996.
Advertisement for Bids
Instructions to Bidders
Bid and acceptance thereof
Performance Bond
SHEET INDEX
Sheet No.
1
2
3
4
5
6
7
8
9
10
11
12
Payment Bond
General Conditions
Supplemental Conditions
Specifications
Drawings (See Sheet Index below)
Descnption
Cover
Project Layout Plan
LDA Array -Site Plan
Glide Slope - Site Plan
Glide Slope Details
LDA Array Details
Equipment Shelter Foundations
Electrical Site Plan
Electrical Risers
Electrical LDA Array
Electrical Glide Slope
Transformer and Pull Box Details
2. That the Owner 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 of: Two Hundred Twenty-two Thousand
Three Hundred & 80/100 Dam ($222.300.80/100).
00500 - 1
3. The Work will be substantially completed within 28 days after the date when the Contract
Time commences to run as provided in Notice to Proceed, and completed and ready for final
payment in accordance with the General Conditions within 35 days after the date when the
Contract Time commences to run.
4. Liquidated Damages: Owner and Contractor recognize that time is of the essence of this
Agreement and the Owner 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 Owner if the Work is not completed on time. Accordingly, instead of
requiring any such proof, Owner and Contractor agree that as liquidated damages for delay
(but not as a penalty) Contractor shall pay Owner Four Hundred Dollars ($400.00) for each
day that expires after the time specified in Paragraph 3 for Substantial Completion, if
Contractor shall neglect, refuse, or fail to complete the remaining Work within the time
specified in Paragraph 3 above for final payment or any proper extension thereof granted by
Owner, Contractor shall pay Owner Fifty Dollars ($50.00) for each day that expires after the
time specified in Paragraph 3 for completion and readiness for final payment.
That within 30 days of receipt of an approved payment request, the Owner 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 Owner 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 Owner.
6. That upon submission by the Contractor of evidence satisfactory to the Owner 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 Owner.
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 Owner 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 Owner,
furnish an additional bond or bonds in such form and amount and with such Surety or
Sureties as shall be satisfactory to the Owner. 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 Owner.
8. No additional work or extras shall be done unless the same shall be duly authorized by
appropriate action by the Owner in writing.
00500 - 2
IN WITNESS WHEREOF, the parties hereto have executed this Agreement 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:
JOHN P. MARINONI CONS. CO.,INC.
CONTRACTOR
By .-in., 421.4
Vilts2. /alto,
Title
CITY OF FAYETTEVILLE, ARKANSAS
ATTEST(4,L/ ll � OWNE�I By
Mayor
Clerk
00500 - 3
r
STAFF REVIEW FORM
_ AGENDA REQUEST
X CONTRACT REVIEW
GRANT REVIEW
For the Fayetteville City Council meeting of N/A Mayors Signature
Res. /07 - g.6
1716r, Nan
C%,nj• Oyd• l
"/-97
MICROFILMED
FROM:
Dale Frederick Airport General Gvmt.
Name Division Department
ACTION REQUIRED: Request review and approval of Change Order #1 on a contract with Marinoni
Construction for the LDA/Glide Slope project. This change order allows for suggestions made by the FAA
including: routing control cable existing FAA conduit, utilizing existing transformer pads, and routing control cable
to the top of the Control Tower.
COST TO CITY:
$ 1.031 .00
Cost of this Request
5550 3960 5801.00
Account Number
96102.0001
Project Number
$ 767.563.00
Category/Project Budget
$ 750335.00
Funds used to date
$ 17.228.00
Remaining Balance
Fixed Asset
Category/Project Name
Capital
Program Name
Airport
Fund
VIEW: Y Budgeted Item
Budget Adjustment Attached
Budget Coordinator Administrative Services Director
CONTRACT/GRANT/LEASE REVIEW:
Ina_
ager Date
4-'7- Y7
�Q
Attorney Date
4-7-97
Purchasing Officer Date
GRANTING AGENCY:
12 /y7
rnal Auditor
StoS
%447t
Date
STAFF RECOMMENDATION: Staff recommends approval.
Di .o Head
Department U]u ctor
"x/97
Date
Ado-,•ist :ti Services Director Die"
M orr
Cross Reference
New Item: Yes No
Prev Ord 141: /07 - 9,6
Orig Cont. Date:
FAYETTEVILLE
THE CITY OF FAYETTEVILLE, ARKANSAS
DEPARTMENTAL CORRESPONDENCE
TO: Fred Hanna, Mayor
FROM: Dale Frederick, Airport Manage
DATE: March 31, 1997
SUBJECT: Request review and approval of Change Order No. 1 on a contract with
Marinoni Construction for the LDA/Glide Slope project,
Change Order #1 takes advantage of an offer by the Federal Aviation Administration (FAA) to use
existing electrical power that is supplied to the Microwave Landing System Existing transformers
will be replaced by larger transformers already purchased by the Airport. The FAA also
recommended that existing conduit be used to route control cable across a ditch south of the runway.
This will provide for more convenient maintenance by the FAA in the future. The FAA, however
would not participate in routing the control cables to the top of the control tower. This is reflected
in the change order.
Staff recommends approval.
Attachment: Staff Review Form
Change Order #1 (3)
CHANGE ORDER No. 1
Date• 3-14-97
ENGINEER'S PROJECT NO. FY962130
PROJECT: LDA/Glide Slope Improvements
Drake Field. Fayetteville. Arkansas
TO: John P. Marmon' Construction Company. Inc.
Contractor
Contract for: Civil & Electrical Sitework
Contract Date: 10-15-96
You are directed to make the changes noted below in the subject Contract:
City of Fayetteville, Arkansas
Nature of the Changes:
A. Delete the new transformer pad from Bid Item Number 2, Site Preparation Deduct:
and Foundation Construction for LDA Array Installation
J$150.001
B. Delete the new transformer pad from Bid Item Number 3, Site Preparation, Deduct:
Foundation Construction, and Tower Erection for Glide Slope Installation.
f$150.001
C. Revise Bid Item Number 4 as follows:
1. Delete the installation of the new 25 KVA transformer, all new primary Deduct:
cable, and the electrical work associated with the proposed connection
from the new switch rack to the existing primary cable at the LDA Array
site. Deliver new 25 KVA transformer and unused cable to the Owner.
[$618.00]
2. Connect the new switch rack at the LDA Array site directly to the existing Add:
25 KVA transformer for the MLS Azimuth Station using the same type of
secondary cable and conduit as specified on the Drawings for the other
connections at the LDA Array site.
$480.00
3. Replace the existing 15 KVA transformer for the MLS Elevation Station Add:
with the new 25 KVA that was to be used for the Glide Slope site. Deliver
the existing 15 KVA transformer to the Owner.
$205.00
FY96130:CO-1 :D30:jm
•
4. Delete the installation of all new primary cable and the electrical work Deduct:
associated with the proposed connection from the new switch rack to the
existing 15 KVA transformer at the MLS Elevation Station. Deliver
unused cable to the Owner.
J$410.001
5. Connect the new switch rack at the Glide Slope site directly to the new Add:
25 KVA transformer for the MLS Elevation Station using the same type
of secondary cable and conduit as specified on the Drawings for the
other connections at the Glide Slope site.
$202.00
6. The routing for the control cable from the Glide Slope site and the
existing DME site at the south end of the runway has been revised as
follows:
a. At the southeast corner of the Runway Safety Area, the route shall Add:
be parallel to the existing fence. This route will enter the Runway
Safety Area and will be required to be done during Nightwork hours.
$1.050.00
b. An existing conduit can be used to cross the ditch at the south end of Deduct:
the runway. The route to the conduit from the east shall remain
south of the Runway Safety Area. The route from the conduit to the
existing DME site shall be determined in the field as approved by the
local FAA representatives, the Engineer, and the Owner.
[$640.00]
c. The control cable shall be terminated inside the existing shelter at Add:
the localizer at the south end of the runway. The routing shall be as
approved by the local FAA representatives. The terminations shall
be done by others.
$422.00
7. Delete the installation of three pull boxes. Deliver the pull boxes to the Deduct:
Owner.
J$200.00]
8. Two 25 -pair plenum rated control cables shall be extended from the Add:
base of the Air Traffic Control Tower to the cab. The routing shall be as
approved by the local FAA representatives. The terminations shall be
done by others.
9. The completion dates have been delayed due to adverse weather
conditions. ( Time Only)
FY961 30:CO-1 :D30:jm
$840.00
•
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Changes to Contract Price and Time:
These changes result in the following adjustment of Contract Price and Contract Time. -
Contract Price Prior to this Request for Proposal: $ 222.300.80
Estimated Change Resulting from this Request for Proposal: $ 1.031.00
Estimated CONTRACT PRICE Including this Request for Proposal: $ 223.331.80
Substantial Completion Time Prior to This Request for Proposal: 28 Calendar Days
Final Completion Time Prior to This Request for Proposal: 35 Calendar D-ys
Net Time Change Resulting From This Request for Proposal: 11 Calendar Days
Current Contract Completion Dates Including This Request for
Proposal:
Substantial Completion: 12-5-96
Final Completion:
The Foregoing Changes Are Recommended:
McCLELLAND CONSULTING ENGINEERS, INC.
4-30-97
By:
Date: 1991_
The Foregoing Changes Are Accepted:
By:
JOHN P. MARINONI CONSTRUCTION CO.. INC.
Date: 7 '7 s - 199 7
The Foregoing Changes Are Approved:
FY96130:CO-I :D30:Im
By:
Date:
CITY OF FAYETTEVILLE
, 199 7
•
STAFF REVIEW FORM
AGENDA REQUEST
X CONTRACT REVIEW
GRANT REVIEW
For the Fayetteville City Council meeting of N/A Mayors Signature
Res. /07- 96
chn5• ord. a
l7 n on.
y-av- 97
.MICROFILMED
FROM:
Dale Frederick Airport
Name Division
General Gvmt
Department
ACTION REQUIRED: Request review and approval of Change Order #2 on a contract with Marinoni Construction for the
LDA/Glide Slope project. This change order is a result of a punch list inspection of the LDA facility by the Federal Aviation
Administration. The FAA found three areas that needed attention before they will take over ownership of the equipment.
Raising both buildings will prevent any kind of deterioration due to the wet ground around the site. In addition, larger rain
hoods on the doors will provide better rain protcction for the sensitive electronic equipment inside the building. This should
be the final change order for the construction phase of this project.
COST TO CITY:
S 4.713 .00
Cost of this Request
5550 3960 5801.00
Account Number
96102.0001
Project Number
$J'h7,00
Category/Project Budget
Funds used to date
Remaining Balance
Fixed Asset
Category/Project Name
Capital
Program Name
Airport
Fund
t II
Budg t Coordinator
REVIEW: ij Budgeted Item
_ Budget Adjustment Attached
Administrative Services Director
INTRA i /G' •
Acc.,%nti :. �•,�4_er
NT/LEASE REVIEW: 040/#RANTING AGENCY:
Date D Coon , . osAttie,: .30, g 7 /
id hillw
Datetti temal Auditor Date
5_809ti 5
Date
�ji
AttorCQney
1
Purchasing Officer
STAFF RECOMMENDATION: Staff recommends approval.
Division�l(ead
Department Director
ve Services Director
Date
Date
ae
Cross Reference
New Item: Yes No
Prev Or es : /07- 96
Orig Cont. Date:
FAYETTEVILLE
AIRPORT DEPARTMENT
THE CITY OF FAYETTEVILLE, ARKANSAS
TO: Fred Hanna, Mayor
FROM: Dale Frederick, Airport Manag
DATE: May 29, 1997
SUBJECT: Request review and approval of Change Order No. 2 on a contract with
Marinoni Construction for the LDA/Glide Slope project.
Change Order #2 is a result of an inspection of the LDA facility by the Federal Aviation
Administration. The FAA found three areas that needed attention before they will take over
ownership of the equipment. Due to the location of both the glideslope and localizer shelters the
ground around the buildings is very wet. Raising up both buildings 8" to 10" should prevent any
kind of detenoration due to the moisture. In addition, both buildings do not have adequate rain
protection at the door. Installation of the larger rain hoods should solve this problem.
This should be the final change order for the construction phase of this project.
Staff recommends approval.
Attachment: Staff Review Form
Change Order #1 (3)
4500 SOUTH SCHOOL AVENUE, SUITE F • AIRPORT TERMINAL BUILDING • FAYETTEVILLE, AR 72701
PHONE 501-521-4750 Ext. 6 • FAX 501-521-1735
CHANGE ORDER No. 2
Date: 4-24-97
ENGINEER'S PROJECT NO. FY962130
PROJECT: LDA/Glide Slope Improvements
Drake Field. Fayetteville. Arkansas
TO: John P. Marinoni Construction Company. Inc.
Contractor
Contract for: Civil & Electrical Sitework
Contract Date: 10-15-96
You are directed to make the changes noted below in the subject Contract:
City o ayetteville, Arkansas
Nature of the Changes:
A. Raise localizer shelter 8" to 10" using four 18" long galvanized steel sections Add
similar to the existing shelter supports. Construct a new landing 8" to 10"
above the existing landing. All electrical work will be done by the FAA. $ 1,726.00
6. Raise glide slope shelter 12" using four 18" long galvanized steel sections Add:
similar to the existing shelter supports. Construct a new landing 12" above
the existing landing. All electrical work will be done by the FAA. $ 1.726.00
C. Replace the existing rain hoods over the doors of both shelters with new Add:
larger rain hoods.
EY961 30: R F P-2:003:jm
$ 1,261.00
Changes to Contract Price and Time:
These changes result in the following adjustment of Contract Price and Contract Time:
Contract Price Prior to this Change Order: $ 223331.80
Estimated Change Resulting from this Change Order: $ 4,713.00
Estimated CONTRACT PRICE Including this Change Order: $ 228.044.80
Current Contract Completion Dates Including This Change Order:
Final Completion: 5-31-97
The Foregoing Changes Are Recommended:
McCLELLAND CONSULTING ENGINEERS, INC.
The Foregoing Changes Are Accepted:
The Foregoing Changes Are Approved:
FY96130:RFP-2:D03:jm
By:
Dated: `e— L�
1997
JOHN P. MARINONI CONSTRUCTION CO., INC.
By:
Dated: V- Z8 1997
CITY OF FAYETTEVILLE
By:
Dated: 6/30 , 1997
J
AGENDA REQUEST
CONTRACT REVIEW
GRANT REVIEW
For the Fayetteville City Council meeting of
•
P es /07- 76
• C4in-c . o;a<
STAFF REVIEW FORM
n/a
17- rit)O"?i
7 JD -17ezzA��
7"���^^V _10.Z0121?- ?liPo
FMK: Dale Frederick Airport
Name Division
General Gvmt.
Department -
ACT ISN REQUIRED Request review and approval of Change Order 13 on a contract with Harinoni Construction for the
1DA(Glyde Slope project. This change order is a result of the raising of the equipment shelters and the FAA's concern for the
stability of the raised shelters. After reviewing various bracing options for the shelters with the FAA, it has been determined
that pouring a concrete pad underneath the shelters will offer the most stabilizing and permanent benefit. This change order will
cover the associated costs of pouring concrete pads for the shelters.
P4,O AT° CITY:
Cost of this Request
5550-3960-5801.00
Account Number
96102.0001
Project Number
$ 61,881.00 Fixed Asset I L 5
Category/Project Budget Category/Project Name
$ 46,310.00
Capital
Funds used to date Program Name
5
$ 14,571.00
Remaining Balance Fund
Airport
�BUDGET REVIEW:
Budget Co /dinator
i
ietw
or
•
x Budgeted Item Budget Adjustment Attached
Administrative Services Director
CONTRACT/GRANT/LEASE REVIEW:
Q,,,,j4 ,1-3047
Date AD Coordinator Date
Date I�►-rnal Audito5 Date
�v$
GRANTING AGENCY:
1-3o-97
Purch sing Officer D to
STAFF RECOMMENDATION: Staff recommends approval.
Department Director
Administra
Mayor
f
i-`13z:l47
Date
Cross Reference
Date
-7-713D1(17
Da e
New Item: Fes
Prev Ord/Res#:
Orig.Cont.Date
7/31(I7
Date
•
•
No
•
CHANGE ORDER No. 3
Date: 7-30-97
ENGINEER'S PROJECT NO. FY962130
PROJECT: LDA/Glide Slope Improvements - Drake Field, Fayetteville. Arkansas
TO: John P. Marinoni Construction Company. Inc.
Contract for: CMI & Electrical Sitework
Contract Date: 10-15-96
Please submit a Proposal to make the changes noted below in the subject Contract:
Nature of the Changes:
A. Raise the LDA shelter filling the area beneath the shelter with a concrete Add:
slab. Raise the entrance step by constructing a new slab. Raise the Glide
Slope Shelter by extending the piers and filling the area with gravel. The $ 3,914.00
anchor bolts will be extended using all thread and bolt coupler nuts.
Changes to Contract Pnce and Time:
These changes result in the following adjustment of Contract Price and Contract Time:
Contract Price Prior to this Request for Proposal: $ 228,044.80
Estimated Change Resulting from this Request for Proposal: $ 3,914.00
Estimated CONTRACT PRICE Including this Request for Proposal: $ 231,958.80
Current Contract Completion Date Including This Request for Proposal: 8-14-97
The Foregoing Changes Are Recommended:
The Foregoing Changes Are Accepted:
The Foregoing Changes Are Approved:
FY96130:RFP-3:0031m
McCLELLAND CONSULTING ENGINEERS, INC.
By: 77 ' It -2C-
Dated: — 3O 1997
JOFINNP. MARINONI CONSTRUCTION CO., INC.
By: (J& to / /7 - - O/" -e -7 -
Dated: 7—.30 —
By:
Dated: 7(31
CFAY7
1997
1997
PROJECT MANUAL
for
LDA/GLIDESLOPE IMPROVEMENTS
DRAKE FIELD MUNICIPAL AIRPORT
CITY OF FAYETTEVILLE, ARKANSAS
August, 1996
MCE PROJECT NO. FY962130
,;;,,,,,
MC
Celebrating 30 Years of Designing Arkansas
1:411.01.‘'
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09/17/1996 15:19 5014439241 M&CLnLLAND ENGINEERS
ADDENDUM NO. 1
RE: Project No. FY962130
LDA/Glide Slope hnprovements
Drake Field Municipal Airport
City of Fayetteville, Arkansas
FROM: McClelland Consulting Engineers, Inc.
1810 North College (72701)
P.O. Box 1229
Fayetteville, AR 72703
Phone: (501) 443-2377
Fax: (501) 443-9241
TO; PROSPECTIVE BIDDERS:
?AGE 02
5
September 17, 1996 3
This Addendum forms a part of the Contract Documents and modifies the original Bidding
Documents dated August, 1996, as noted below. Acknowledge receipt of the Addendum in the
space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.
This Addendum consists of 4 pages.
CHANGES TO BIDDING REQUIREMENTS:
The demolition of the existing concrete access road and the construction of the proposed concrete
access road have been removed from the scope of work.
PROJECT MANUAL
SECTION 00100
Paragraph 3.2 on page 00100 - 1 has been revised to reflect the changes noted above. Replace page
00100 - 1 in the Project Manual with the attached page 00100 - 1. Any other reference in the Project
Manual to the demolition of the concrete access road should be ignored.
SECTION 00300
Deductive Alternate N1 has been deleted. Replace page 00300 - 4 in the Project Manual with the
attached page 00300 - 4. Any other reference in the Project Manual to deductive alternates should
be ignored.
Addendum No.
09/17/1996 15:19 5014439241
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DRAWINGS
SHEET 3 OF 12
MCCLELLAND ENGINEERS
PAGE 03
The note concerning the location of the 3 degree marker shall be ignored. The location of the 3
degree course marker shall be adjusted to 2.5 degrees off the centerline of the LDA array. The
marker shall now be labeled as the 2.5 degree marker
SHEET4 OF 12
The existing concrete access road to the MLS installation that was to be removed shall remain The
construction of the new concrete access road to the limits shown for Deductive Alternate #1 shall
not be done. However, the extension of the existing concrete parking area that is south of the limits
of Deductive Alternate #1 to the proposed facility shall still be constructed.
END OF ADDENDUM
The Bidder shall acknowledge receipt of this Addendum by return fax, as well as submitting a
signed copy with his Proposal and acknowledging receipt of Addendum on page 00300-3 of the
Proposal.
Acknowledged by: 1414 / - ` " /J/� ``"" I g
•
Addendum No.l
1
PROJECT MANUAL
for
LDA/GLIDESLOPE IMPROVEMENTS
DRAKE FIELD MUNICIPAL AIRPORT
CITY OF FAYETTEVILLE, ARKANSAS
August, 1996
MCE PROJECT NO. FY962130
1\/114E
Celebrating 30 Years of Designing Arkansas
I
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TABLE OF CONTENTS
SECTION NO. SECTION TITLE NO.OF PAGES
PART I BIDDING REQUIREMENTS
00030 ADVERTISEMENT FOR BIDS ..........................2
00100 INSTRUCTIONS TO BIDDERS ........ 7
O02O0 INFORMATION AVAILABLE TO BIDDERS .............. 1
WAGE RATES .................. .
00300 UNIT PRICE BID ..................................... 7
00350 BID BOND .......................................... 2
NOTICE OF AWARD ..................................
' PART II CONTRACT FORMS
00500 CONTRACT ................ 3
- PERFORMANCE BOND ............................... 2
PAYMENT BOND .................................... 2
NOTICE TO PROCEED ................................ I
'PART III CONDITIONS OF THE CONTRACT
00700 GENERAL CONDITIONS ............. ... 34
..............
00800 SUPPLEMENTARY CONDITIONS ...................... 9
PART IV SPECIFICATIONS
' P-152 EXCAVATION AND EMBANKMENT ................... 7
P-156 TEMPORARY AIR & WATER POLLUTION,
SOIL EROSION, & SILTATION CONTROL ........... 4
P-209 CRUSHED AGGREGATE BASE COURSE ............... 5
P-610 STRUCTURAL PORTLAND CEMENT CONCRETE ....... 8
T-901 SEEDING ................... 4
T-905 TOPSOILING........................................ 3
T-908 MULCHING ......................................... 3
DIVISION 16 ELECTRICAL
16000 GENERAL ELECTRIC PROVISIONS .................... 19
16109 IDENTIFICATION ......................... ..
...........2
16111 CONDUIT ........................................... 5
16120 WIRES AND CABLES ................................ 4
16180 OVERCURRENT PROTECTIVE DEVICES ............... 2
16420 TRANSFORMERS .................................... 3
16450 GROUNDING.......................................2
APPENDIX
Occupational Safety Health Administration (OSHA)
Standard for Excavation and Trenches
' Safety System, 29 CFR 1926, Subpart P
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' Bids: September 23, 1996
DOCUMENT 00030
ADVERTISEMENT FOR BID #96-55
IPROJECT: LDA/Glide Slope Improvements - Drake Field
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MCE Project No.: FY962130
McClelland Consulting Engineers, Inc.
1810 North College
Fayetteville, Arkansas 72701
Phone: (501) 443-2377
City of Fayetteville, Arkansas will receive sealed bids on a General Contract for the site preparation,
including earthwork, concrete pavement, and foundation construction, and electrical work for the
installation by Wilcox Electric, Inc. of a localizer array and glide slope antenna for Runway 34.
Some of the work will be within Safety and Critical Areas and will require some night work and
coordination with the airport staff.
Bids shall be on a unit price basis.
City of Fayetteville, Arkansas will receive Bids until 2:00 p .m. Central Standard Time on
September 23, 1996 at the Purchasing Office or Room 326 of the City Administration Building, 113
West Mountain, Fayetteville, Arkansas. Bids received after this time will not be accepted. Bids will
be opened and publicly read aloud immediately after specified closing time. All interested parties
are invited to attend.
Bidding Documents may be examined at the offices of the Engineer and at:
ABC Plans Room F.W. Dodge Reports Construction Market Data
% Ozark Floor Co. 5100 East Skelly P.O. Box 1109 (72203)
928 North College Suite 1010 1501 N. Pierce, Suite 101
Fayetteville, AR Tulsa, OK 74135 Little Rock, AR 72207
Copies of the Bidding documents may be obtained at the Engineer's office in accordance with the
Instructions to Bidders upon depositing the sum of S75.00 for each set of documents. Return of
documents is not required, and amount paid for documents is not refundable. Partial sets are not
available.
A Pre -Bid Conference will be held at 2:00 p.m. on September 16. 1996 at the Airport Managers
office 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.
00030-1
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Each Bid must be submitted on the prescribed form and accompanied by a certified check or bid
bond executed on the prescribed form, payable to the City of Fayetteville, Arkansas in an amount
not less than 5 percent of the amount bid.
For information concerning the proposed work, contact Mr. Mark Westberg at the Engineers office.
The attention of the Bidder is directed to the applicable federal and state requirements and conditions
of employment to be observed and minimum wage rates to be paid under this contract.
The Owner reserves the right to waive irregularities and to reject bids and to postpone the award of
the Contract for a period of time which shall not exceed beyond 90 days from the bid opening date.
ICITY OF FAYETTEVILLE, ARKANSAS
' By:
Fred Hanna, Mayor
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00030-2
DOCUMENT 00100
INSTRUCTIONS TO BIDDERS
PARAGRAPH NO./TITLE PAGE NO.
1. FORMAT.................................................................... 1
' 2. SPECIFICATION LANGUAGE .................................................. 1
' 3. GENERAL DESCRIPTION OF THE PROJECT .................................. . .. I
4. QUALIFICATION OF CONTRACTORS ........................................ .. 2
' 5. DOCUMENT INTERPRETATION................................................ 2
6. BIDDER'S UNDERSTANDING.................................................. 2
' 7. PROJECT MANUAL AND DRAWINGS ........................................... 3
8. TYPE OF BID................................................................ 3
' 9. TRENCH AND EXCAVATION SAFETY SYSTEM .................................. 3
I10. ALTERNATES............................................................... 3
11. PREPARATION OF BIDS ...................................................... 3
' 12. STATE AND LOCAL SALES AND USE TAXES .................................... 4
13. SUBMISSION OF BIDS ........................................................ 4
I14. TELEGRAPHIC OR WRITTEN MODIFICATION OF BID ............................ 4
15. WITHDRAWAL OF BID ....................................................... 4
16. BID SECURITY.........................................................:..... 5
17. RETURN OF BID SECURITY ................................................... 5
18. AWARD OF CONTRACT....................................................... 5
19. BASIS OF AWARD............................................................ 6
20. EXECUTION OF CONTRACT ................................................... 6
21. PERFORMANCE AND PAYMENT BONDS ....................................... 6
22. FAILURE TO EXECUTE CONTRACT AND FURNISH BOND ........................ 7
23. PERFORMANCE OF WORK BY CONTRACTOR ................................... 7
' 24. TIME OF COMPLETION....................................................... 7
25. PROVIDING REQUIRED INSURANCE ........................................... 7
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DOCUMENT 00100
INSTRUCTIONS TO BIDDERS
FORMAT
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.
GENERAL DESCRIPTION OF THE PROJECT
A general description of the Work to be done is contained in the ADVERTISEMENT FOR
BIDS and further described below:
1. Site preparation for the LDA Array including stripping, earthwork, and foundation and
slab construction. This will include the installation of some equipment that will be
supplied by Wilcox Electric. Installation of the Equipment Shelter, provided by Wilcox
Electric, on the completed foundation, including the construction of the entrance step and
gravel area.
2. Site preparation for the Glide Slope including stripping, earthwork, and foundation
construction. This will include the installation of some equipment that will be supplied
by Wilcox Electric. Assembly and erection of the tower, provided by Wilcox Electric,
with all associated equipment. Installation of the Equipment Shelter, provided by Wilcox
Electric, on the completed foundation, including the construction of the entrance step and
gravel area. Demolition and removal of the existing concrete access drive to the MLS
installation. Construction of the concrete access drive, including connection with the
existing concrete pavement for the MLS installation.
3. Installation of all underground power cables and other electrical work in preparation for
the work that will be done by Wilcox Electric. Installation of the control cables between
the proposed facilities, the Air Traffic Control Tower, and the existing localizer facility
located at the south end of the runway.
The scope is indicated on the accompanying Drawings and specified in applicable parts
of these Contract Documents.
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4. QUALIFICATION OF CONTRACTORS
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 be furnished to all Bidders receiving a set of
' the Documents. Bidders shall submit with their Bids, 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.
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
00100-2
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safety and health, environmental protection, the protection of natural resources, fire
' protection, burning and nonburning requirements, permits, fees, contractor's license,
nonresident contractors' notice and bond requirements, and similar subjects.
' 7. PROJECT MANUAL AND DRAWINGS
No return of Drawings is required and no refund will be made.
The successful bidder will be furnished three sets of Documents without charge. Any
additional copies required will be furnished to the Contractor at $75.00 per set. Partial sets
will not be available.
8. TYPE OF BID
' Unit prices shall be submitted in the appropriate places on the Bid form. The total amount
to be paid to 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. TRENCH AND EXCAVATION SAFETY SYSTEM
' IN ACCORDANCE WITH ACT 291 OF 1993, 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 DISQUALIFICATION.
10. ALTERNATES
Not used.
11. PREPARATION OF BIDS
' All blank spaces on 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
t 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 names, will be 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. The Bidder shall sign his Bid Form on the blank space provided
' 00100-3
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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 sole proprietor, 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 proprietor, a notarized power -of -
attorney must be on file with the Owner prior to opening of bids or submitted with the Bid.
STATE AND LOCAL SALES AND USE TAXES
Unless the Supplementary Conditions 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 be 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.
13. 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 be made on the Bid Form
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.
' 14. TELEGRAPHIC OR WRITTEN MODIFICATION OF BID
Any Bidder may modify his bid by telegraphic or written communication at any time prior
Ito 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 fmal prices or terms will not be known by the Owner until the sealed bid is opened.
15. WITHDRAWAL OF BID
' Any Bid may be withdrawn prior to the scheduled time for the opening of bids 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.
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' 16. BID SECURITY
' Bids must be accompanied by cash, a certified check, or cashier's check drawn on a bank 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 Bid
•t submitted. This bid security shall be given as a guarantee that the Bidder will not withdraw
his Bid for a period of 90 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.
17. 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 Bids they accompanied.
18. AWARD OF CONTRACT
' Within 90 calendar days after the opening of Bids, unless otherwise stated in the
ADVERTISEMENT FOR BIDS or SUPPLEMENTARY CONDITIONS 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 on the Bid Form. 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.
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19. BASIS OF AWARD
If, at the time this Contract is to be awarded, the Total Base Bid of the lowest acceptable Bid
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
Deductive Alternates. Basis of award will be as stated in the bid.
20. 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
IContract. Signature by both parties constitutes execution of the Contract.
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.
I21. PERFORMANCE AND PAYMENT BONDS
I The successful Bidder shall file with the Owner a Performance Bond and Payment Bond on
the forms 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
I 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
IOwner.
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
I 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
IOwner.
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.
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22. 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 be 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 hereinbefore provided.
23. 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 dollar 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 Owner's advantage, the
percentage of the work required to be 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 bid a list of the items that he will perform with his own
forces and the estimated total cost of these items.
24. 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 Document 00700 - GENERAL CONDITIONS. The time allowed for the
' completion of the Work is stated in Document 00500 - Contract.
25. PROVIDING REQUIRED INSURANCE
The Bidder's attention is directed to the insurance requirements set forth in the General
Conditions (amended in the Supplementary Conditions, if appropriate). Submittal of a bid
' indicates full understanding and intent to comply with the insurance requirements which are
a condition of the contract.
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00100.7
DOCUMENT 00200
INFORMATION AVAILABLE TO BIDDERS
PART1. GENERAL
1.1 SECTION INCLUDES
A. Arkansas Prevailing Wage Determination Number 96-057.
PART 2. PRODUCTS
Not Used.
PART 3. EXECUTION
Not Used.
END OF SECTION
00200 - 1
Mike Huckabee James L Salkeld
' 6aveltlpl' Director STATE OF ARKANSAS
ARKANSAS DEPARTMENT OF LABOR
10421 WEST MARKHAM• LITTLE ROCK, ARKANSAS 72205-2190
(501) 682-4500 • FAX: (501) 682-4532 -• TRS: (800) 285-1131
August 16, 1996
Mark Westberg
McClelland Consulting Engineers, Inc.
PO Box 1229
Fayetteville, AR 72702-1229
• RE: LDA/Glideslope
• Improvements
Fayetteville, Arkansas
' Washington County
Dear Mr. Westberg:
' In response to your request, enclosed is Arkansas Prevailing
Wage Determination Number 96-057 establishing the minimum wage
rates to be paid on the above -referenced project. These rates
' were established pursuant to the Arkansas Prevailing Wage Law,
Ark. Code Ann. §§ 22-9-301 to 22-9-313(1987) and the
administrative regulations promulgated thereunder.
If the work is subject to the Arkansas Prevailing Wage Law,
every specification shall include minimum prevailing wage rates
for each craft or type of worker as determined by the Arkansas
' Department of Labor Ark. Code Ann.§§22-9-308(b)(2). Also, the
public body awarding the contract shall cause to be inserted in
the contract a stipulation to the effect that not less than the
' prevailing hourly rate of wages shall be paid to all workers
performing work under the contract. Ark. Code Ann. §22-9-308(c).
Additionally, the scale of wages shall be posted by the
'
contractor in a prominent and easily accessible place at the work
site. Ark. Code Ann. §22-9-309(a).
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If you have any questions please feel free to contact me at
(501) 682-4536 or through fax at (501) 682-4508.
' enclosure
Sincerely,
Don Cash
Prevailing Wage Investigator
' Page 1 of 1
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DATE: August 16, 1996 DETERMINATION #: 96-057
PROJECT: LDA/Glideslope Improvements COUNTY: Washington
Fayetteville, Arkansas EXPIRATION DATE: 2-16-97
SURVEY #: 696-AH05
BASIC
HOURLY
FRINGE
CLASSIFICATION
RATE
BENEFITS
Bricklayer/Pointer, Cleaner, Caulker
7.70
Carpenter
9.05
1.35
Concrete Finisher/Cement Mason
10.05
Electrician/Alarm Installer
12.00
.46
Laborer
7.70
Pipelayer
8.05
.54
Truck Driver
8.55
Power Equipment Operators:
Bulldozer
11.95
Backhoe-Rubber tired(1 yd. or less)
10.10
1.15
Crane, Derrick, Dragline, Shovel
& Backhoe, 1-1/2 yds. or less
11.55
Crane, Derrick, Dragline, Shovel
& Backhoe, over 1-1/2 yds.
9.90
Front End Loader
11.15
Mechanic
7.70
Roller
9.75
Scraper
11.20
Welders --receive rate prescribed for craft
performing
operation
to which welding is incidental.
Certified July 1, 1996
' Classifications that are not listed, but that are going to be
working on this project, should be requested from the Arkansas
Department of Labor, Prevailing Wage Division. These written
requests should be made as soon as you notice that a required
classification is missing, normally this would be during the bid
process.
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DOCUMENT 00300
BID FORM
UNIT PRICE
NOTE TO BIDDER: Please use BLACK ink for completing this Bid form.
To: City of Fayetteville
Address: 113 West Mountain
Fayetteville. Arkansas 72701
Project Title: LDA/Glideslope Improvements - Drake Field
Engineer's
Project No.: FY962130
Arkansas Contractor's
Date: License No.: 0 033S0 0 3197
Bidder: c%hr,. n N"n . /i a „ ., , (ns. %, (Id . f -Lw, r.
• Address: S2.0 yr f0 Ky'l,�y2, d,.,{,sd., �.'fr F
Dec n o/n /r / 2 2 z 7 (a y 4
Contact Person for additional information on this Bid:
Name:r__
• Telephone: 50)7SD '23/ to
ADDENDA
The Bidder hereby acknowledges that he has received Addenda Numbers:
On e/9-/7- 9fo to these Specifications.
idder insert No. of each Addendum received.)
00300-I
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IBIDDER'S DECLARATION AND UNDERSTANDING
The undersigned, hereinafter called the Bidder, declares that the only persons or parties interested in this
Bid are those named herein, that this Bid is, in all respects, fair and without fraud, that it is made without
collusion with any official of the Owner, and that the Bid is made without any connection or collusion
with any person submitting another Bid 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 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 Bid is made according to the provisions and under
the terms of the Contract Documents, which Documents are hereby made a part of this Bid.
The Bidder further agrees that he has exercised his own judgement and has utilized all data which he
believes pertinent from the Engineer, Owner, and other sources in arriving at his own conclusions.
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 Bid is
offered, that he will subcontract the work under said phase to a contractor who does have the necessary
experience and qualifications.
The Bidder agrees that if this Bid 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 Bid, 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.
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1 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.
START OF CONSTRUCTION CONTRACT COMPLETION TIME. AND LIQUIDATED
DAMAGES
Start of Construction, Contract Completion Time, and Liquidated Damages are stated in Document
00500 - Contract.
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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.
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 to 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.
ITEM X�QTYI,,
UNIT
NUMBERUNIT DESCRIPTION PRICE TOTAL
e o
j, 1 LS Act 291, 1993 Trench and Excavation ($ate 1 ($ o bO
Safety System
7 �
o f7`ZI,UDl6D Dollars/LS
Words
2. 1 LS Site Preparation and Foundation ($4'2£3/S`) ($ 8/Sao
construction for LDA Array Installation '
,toA t 7iwo T/4us4fl)
E/C�frf>< a1QED f/F2Zi0Dollars/LS
Words
. (S_
7r°
3. 1 LS Site Preparation, Foundation Construction ($35/32 ) $ 35 13
and Tower Erection for Glide Slope
Installation •`
?/h e* 1 i111e S A6'D
OE /(v,uDnn✓o 7/1,/17YSS&Shollars/LS
Words
c0
4. 1 LS of llation of Electrical ItemsNo.O/2eV mo27/ o/OE' ($ 7 C ($ / dD
74 aS9u) £747 /k/UD,QDollars/LS
I Words
Night-time /7.`�4( $
5. 20 HR Standby Time During Work ($�,
,YOUVo yTXOUSADO 7"4&r
j4aD1 & am 1 C/6NTDollars/HR
Words
TOTAL BASE BID $
o2X2r3ad
�o
7iao t,��Q�o %u/Sx17Y7i%flAal#
rid �D 7///2sC fit/�/�Q D 0- Dollars
Words
00300-3
09/17/1996 15:19 5014439241 MCCLELLAND ENGINEERS PAGE 05
' DEDUCTIVE ALTERNATES
Not Used.
BASIS OF AWARD
The Bidder understands that the contract will be awarded to the bidder with the lowest Total Base Bid
that makes the project cost acceptable to the Owner, submits a responsive bid, and is deemed
responsible by the Owner.
' MAJOR FOIRPMENT SCHEDULE
' Not used.
SUBCONTRACTORS
The Bidder further certifies that proposals from the following subcontractors were used in the
preparation of this Bid; and if awarded a contract, Bidder agrees to not enter into contracts with others
' for these divisions of the Work without written approval from the Owner and Engineer.
CLEO77P/e4-t SUBCONTRACTOR
Arkansas Contractor License # CO Z b 186377
■ P,f c t /PS Eca 7;f'/�
■ Name
vr20� 71 .�r��p.J - <S7fl flGOftc me 7L76K
Street Address, City, State, Zip Code
' SUBCONTRACTOR
Arkansas Contractor License #
Name
Street Address, City, State, Zip Code
I
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00300-4
[II
ISUBCONTRACTOR
IArkansas Contractor License #
1 Name
Street Address, City, State, Zip Code
PERFORMANCE OF WORK BY CONTRACTOR
The Bidder shall perform at least 40 percent of the work with his own forces (refer to Paragraph 22,
INSTRUCTIONS TO BIDDERS. Bids from so called "Brokerage Contractors" will not be considered.)
List below the items that the Bidder will perform with his own forces, if awarded this Contract, and fill
in the blank showing the estimated total cost of these items.
U /Art Warts ; ½,e LPA on.S 6/: de f/erne ferns Qxrept 4•-
The E/ect/,ca/ Wa1NK
C
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Estimated total cost of the above items the Bidder states that will be performed with his own forces, if
awarded Contract:
TffDurtIDy/OE / 1NPI Dollars ($ _ ___ B� )
(Words)
EXPERIENCE OF BIDDER
The Bidder states that he is an experienced 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.)
C;1? vi r yeW ai//r o?S,000 '/o /,0oo,poo S2/•77c0
On; ueiy /'i d% Af a SOS 2S�oIe l'o Z,000•ado 5%i-3LS/
✓K cOptTe. n has 2, Zoo,000 G?6 •YKo3 _
I
1 00300-5
SURETY
If the Bidder is awarded a construction Contract on this Bid, the Surety who provides the Performance
and Payment Bond will be:
.1 rn J u r* n t e Ca , whose address is:
JndsmnA/O(/s rn d:a"o_
Street, City, State, Zip, Code
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.
The name of the Bidder submitting this Bid is:
,/a h n O '(/Y[Q '.I o I. Ca sT Ca., -Zn c . doing business at:
SLGy fain 9Zd yosa �oi 'll /Q,e i271ac'
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:
'.J0A.1 ai`.ra.i/ es:e%..7
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a00300-6
!me 9l' '. 1'l.
IN WITNESS hereto the undersigned has set his (its) hand this day of
Signature of Bidder
Title
If Corporation
IN WITNESS WHEREOF the undersigned corporation has caused this instrument to be executed
and its seal affixed by its duly authorized officers this cflaklay of Je pl'en.i# er , 1996.
_
4.
Qis n an, l/wj/.C, 1.+f.
Name of Corporation
By C % /2' /14vr ulW
Title
Atte /fldL
Secretary
00300-7
DOCUMENT 00350
BID BOND
STATE OF ARKANSAS
KNOW ALL MEN BY THESE PRESENTS, that we:
JOHN P. MARINONI CONSTRUCTION CO. INC.
Principal and Contractor, and
AMERICAN ECONOMY INSURANCE COMPANY
hereinafter called Surety, are held and firmly bound unto the City of Fayetteville, Arkansas and
represented by its Mayor and City Council, hereinafter called Owner, in the sum of
Five Percent of Amount of Bid.. -` -; DOLLARS (S_5% of Bid
lawful money of the United States of America, for the payment of which well and truly to be made,
we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
by these presents.
WHEREAS, the Principal contemplates submitting or has submitted a bid to the Owner for the
furnishing of all labor, materials (except those to be specifrcaily furnished by the Owner), equipment,
machinery, tools, apparatus, means of transportation for, and the performance of the work covered
in the Bid and the detailed Drawings and Specifications, entitled:
LDA/Glidesiope Improvements
Fayetteville, Arkansas
WHEREAS, it was a condition precedent to the submission of said bid that a cashiers check.
certified check, or bid bond in the amount of 5 percent of the base bid be submitted with said bid as
a guarantce that the Bidder would, if awarded the Contract, enter into a written Contract with the
Owner for the performance of said Contract within 15 consecutive calendar days after written notice
having been given of the award of the Contract
NOW, THEREFORE, the conditions of this obligation are such that if the Principal within 15
consecutive calendar days after written notice of such acceptance enters into a written Contract with
the Owner and furnishes a Contract Surety Bond in an amount equal to 100 percent of the base bid,
satisfactory to the Owner, then this obligation shall be void; otherwise the sum herein stated shall
be due and payable to the Owner and the Surety herein agrees to pay said sum immediately upon
demand of the Owner in good and lawful money of the United States of America, as liquidated
damages for failure thereof of said Principal.
00350-1
I
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IN WITNESS WHEREOF, the said JCM P. M'AaNJ\
caused these presents to be signed in its name by its
attested by its/e(
Principal herein, has
`.M(ird^ c and
under its corporate seal, and the said
as Surety herein, has caused
these presents to be signed in its name by its _ Attorney -in -Fact
under its corporate seal, this 23rd day of September 1996.
Signed, sealed and delivered JOHN_ P. MARTNQNT CQNS7Rt CTTQN CO NC
in the presence of. Principal -Contractor 4` : i'
/;
(�Y
:- .a `C.
ry�rrrrr+ y ff
to Principal
Title
/ l
AMERICAN ECONOMY I'NS EANC'F COMPAQ '
ter:
Attorney -in -Fact (Power- ttorney
to beAAtttttached) William H. Griffin
Cho— gum Ne99;4- By
As to Surety Resident Age
00350-2
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flAMERICAN STATES
INSURANCE
..w Dt1DDLN NATIONALOORPORA11ON
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1-1459
(2-92)
GENERAL POWER OF ATTORNEY
American Economy Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS, that American Economy Insurance Company, a Corporation duly organized and existing under the laws of the
State of Indiana, and having its principal office in the City of Indianapolis, Indiana, hath made, constituted and appointed, and does by these presents make,
constitute and appoint ----- BENSON A. CASHION, KNIGHT CASEHION, MATTHEW KNIGHT CASHION, JR. ,
CARLA SUE HOLLIS WILLIAM R PLFfI ' OF LTTT.FF ROCK ARKANSAS OR WTT T TAM HGRTFFTN
OF NORTH LITTLE ROCK, ARKANSAS----- --- -------------------- ----------------
of —�—� ------ and State of
its true and lawful Attorney(s)-In-Fact, with full power and authority hereby conferred In Its name, place and stead, to execute, acknowledge and
deliver any and all bonds, recognizances, contracts of indemnity and other conditional or obligatory undertakings, provided. hoL7eyer,
that the penal sun of any one such instivnent executed hereunder shall not exceed
TEN MILLION AND NO/100 (S10,000,000,00) DOLLARS ---------------------------------
and to bind the Corporation thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the common seal of the Corporation
and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. This Power of Attorney is executed
and may be revoked pursuant to and by authority granted by Article VI, Section 7 of the By -Laws of the American Economy Insurance Company, which reads
as follows:
"The Chairman, the President or any Vice -President (including any Executive Vice -President, Senior Vice -President, Second Vice -President
or Assistant Vice -President) shall have power, by and with the concurrence with any other officer of the Corporation, to appoint Attorneysin-fact
as the business of the Corporation may require and to authorize any such person to execute, on behalf of the Corporation, any bonds,
recognizances, stipulations and undertakings, whether by way of surety or otherwise"
IN WITNESS WHEREOF, American Economy Insurance Company has caused these presents to be signed by its Second Vice -President, attested by its
Assistant Vice -President and its corporate seal to be hereto affixed this 8th day of Jllly
A.D. 19 96 AMERICAN ECONOMY INSURANCE COMPANY
ATTEST:
Assistant Vice -President
STATE OF INDIANA
COUNTY OF MARION SS
On this 8th day of
Bye .
Second is resident O
t g
s i
9�hCE GaJ
, A.D., 19__ , before me personally came
.losepn t'. Heim , to me known, who
being by me duly sworn, acknowledged the execution of the above instrument and did depose and say; that he is a Second Vice -President of
American Economy Insurance Company: that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate
seal; that it was so affixed by authority of the Board of Directors of said Corporation; and that he signed his name thereto under like authority. And said
Joseph F. Heim further said that he is acquainted with John J. ROSich and knows him to be the
Assistant Vice -President of said Corporation; and that he executed the above instrument
CAROLYN STRADER, NOTARY PUBLIC
MARION COUNTY, STATE OF INDIANA
STATE OF INDIANAMY OMbiiSSION EXPIRES: 2)5197
COUNTY OF MARION SS
Notary Public ♦P�',^ 6�
I, John J. Rosich . , the Assistant Vice -President of AMERICAN ECONOMY INSURANCE COMPANY, do hereby certify that
the above and foregoing is a true and correct copy of a Power of Attorney, executed by said AMERICAN ECONOMY INSURANCE COMPANY,
which is still in force and effect.
This Certificate may be signed and sealed by facsimile under and by the authority of Article VI, Section 7 of the By -Laws of AMERICAN ECONOMY
INSURANCE COMPANY which reads as follows:
"All policies and other instruments of insurance issued by the Corporation shall be signed on behalf of the Corporation by the Chairman,
the president or any vice-president (including any Executive Vice -President, Senior Vice -President, Vice -President, Second Vice -President,
or Assistant Vice -President) and the secretary, assistant secretary, or other officer, whose signatures, if the instrument is duly countersigned
by an authorized representative of the Corporation, may be facsimities. Such signatures and facsimiles thereof shall be authorized and
binding upon the Corporation notwithstanding the fact that any such officer shall have ceased to be such officer at the time such policy
or other instrument of insurance shall have been actually issued by the Corporation."
In witness whereof, I have hereunto set my hand and affixed the seal of said Corporation, this 23rd day of September
96
A.D., 19
�hCE GO
Assistant Vice -President —
THIS POWER OF ATTORNEY MUST CONTAIN A VALIDATING STATEMENT PRINTED IN THE%1ARGIN HEREOF IN
RED INK, WITH A RED DIAGONAL IMPRINT - AMERICAN ECONOMY INSURANCE - PRESENT -IN ITS-
ENTIRETY.
IF YOU HAVE ANY QUESTIONS REGARDING THE VALIDITY OF THIS POWER OF ATTORNEY, CALL 317-262-6262
OR WRITE US AT P.O. BOX 1636, INDIANAPOLIS, IN 46206-1636.
O)
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NOTICE OF AWARD
TO: John P Marinoni Construction Co., Inc.
5204 South Thompson, Suite F
Springdale, AR 72764
PROJECT DESCRIPTION:
The OWNER has considered the BID submitted by you for the above described WORK in
response to its Advertisement for Bids dated Sept 23. 1996 and Instructions to Bidders.
You are
hereby
notified that your BID
has been
accepted
in the amount
of:
Two
Hundred
Twenty-two
Thousand.
Three
Hundred
and 80/100
Dollars.
($222.300.80)
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 (15) calendar days from the date of this Notice to you.
If you fail to execute said Contract and to furnish said BONDS withing 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 1 &aday of 0 cg's h r. , 1996.
CITY OF FAYETTEVILLE, ARKANSAS
Owner
B} �'
Title Mayor
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE OF AWARD is hereby acknowledged
by loh., A /✓lnr; aoh Co.,s?.
this'the/ S: xYte"Y-t,� day of d cro 6e- 1996
By V G /yv Ca4A.
Title ✓cit/ent
' DOCUMENT 00500
' CONTRACT
THIS AGREEMENT, made and entered into on the /SMM day of Ccfod er
1996, by and between John P. Marinoni Construction Co.. Inc. herein called the
' Contractor, and the City of Fayetteville, Arkansas, hereinafter called the Owner:
WITNESSETH:
' That the Contractor, for the consideration hereinafter fully set out, hereby agrees with the Owner as
follows:
1. That the Contractor shall furnish all the materials, and perform all of the work in manner and
form as provided by the following enumerated Drawings, Specifications, and Documents, which
' are attached hereto and made a part hereof, as if fully contained herein and are entitled
LDA/Glide Slope Improvements, dated August, 1996.
Advertisement for Bids Payment Bond
Instructions to Bidders General Conditions
' Bid and acceptance thereof Supplemental Conditions
Performance Bond Specifications
Drawings (See Sheet Index below)
SHEET INDEX
Sheet No. Description
II Cover
2 Project Layout Plan
3 LDA Array -Site Plan
' 4 Glide Slope - Site Plan
5 Glide Slope Details
6 LDA Array Details
' 7 Equipment Shelter Foundations
8 Electrical Site Plan
' 9 Electrical Risers
10 Electrical LDA Array
11 Electrical Glide Slope
' 12 Transformer and Pull Box Details
2. That the Owner 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 of: Two Hundred Twenty-two Thousand.
Three Hundred & 80/100 Dollars ($222.300.80/100).
1
' 00500-I
3. The Work will be substantially completed within 28 days after the date when the Contract
Time commences to run as provided in Notice to Proceed, and completed and ready for final
payment in accordance with the General Conditions within 35 days after the date when the
Contract Time commences to run.
4. Liquidated Damages: Owner and Contractor recognize that time is of the essence of this
Agreement and the Owner 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 Owner if the Work is not completed on time. Accordingly, instead of
requiring any such proof, Owner and Contractor agree that as liquidated damages for delay
(but not as a penalty) Contractor shall pay Owner Four Hundred Dollars ($400.00) for each
day that expires after the time specified in Paragraph 3 for Substantial Completion, if
Contractor shall neglect, refuse, or fail to complete the remaining Work within the time
specified in Paragraph 3 above for final payment or any proper extension thereof granted by
Owner, Contractor shall pay Owner Fifty Dollars ($50.00) for each day that expires after the
time specified in Paragraph 3 for completion and readiness for final payment.
0 5. That within 30 days of receipt of an approved payment request, the Owner 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 Owner 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 Owner.
6. That upon submission by the Contractor of evidence satisfactory to the Owner 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 Owner.
' 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 Owner 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 Owner,
furnish an additional bond or bonds in such form and amount and with such Surety or
Sureties as shall be satisfactory to the Owner. 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 Owner.
O8. No additional work or extras shall be done unless the same shall be duly authorized by
• appropriate action by the Owner in writing.
II
11 00500-2
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IN WITNESS WHEREOF, the parties hereto have executed• this Agreement 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:
ATTEST:
Clerk
JOHN P. MARINONI CONS. CO.,INC.
CONTRACTOR
By 1/Ar^t�//l.
Title
CITY OF FAYETTEVILLE, ARKANSAS
OWNER
By Gli✓r1�
Mayor
1 00500-3
11
1' Construction Performance Bond
1- Any singular reference to Contractor, Surety. Owner or other party shall be considered plural where
fONTRACTOR (Name and Address):
John P. Marinoni Construction Co., Inc.
1152O4 S. Thompson
Springdale, AR 72764
I.
(Name and Address):
City of Fayetteville, Arkansas
1113 W. Mountain Street
Fayetteville, AR 72701
1
CONSTRUCTION CONTRACT
'Date: October 15, 1996
Amount: Two Hundred Twenty -Two Thousand Three Hundred and 80/100 ($222,300.80)
Description (Name and Location): LDA/Glideslope Improvements
' Drake Field Municipal Airport
Fayetteville, AR
I• OND
Date (Not earlicr than Construction Contact Date): October 24, 1996
Amount. Two Hundred Twenty -Two Thousand Three Hundred and
Modifications to this Bond Farm. None
III
SURETY (Name and Principal Place of Business):
American Economy Insurance Company
500 North Meridian Street
Indianapolis, IN 46204-1275
II
II
Company:
Signature:
Name and Title:
(Corp. Seal)
•Inc.
(Corp. Seal)
SURETY
Company:
Signature:
Name and
SURETY
Company:
80/10O ($222,300.80)
Signature: _
Name and Title:
)]enson A. Cashion
Attorney -in -Fact
I.
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(Corp. Seal)
CMo- 1910-28A (1954 Edition)
pared thraush the joint eions of The Sully Asso iition of AmenKi. EngineersJoint Coronet Doevnents Comminee_ The Associated
oerat Contactors or America. and the American Inatiture of Architects.
C
I. The Contractor and the Surely. jointly and severally. bind themselves.
their twin. eaccutas, administr to s. sucecsson and assign to lie Owner
fa She pctlarnunce of the Construction Contra, which it inaxporaled
herein by reference.
2. It the Contactor perfoems the Construaion Contra. the Surety and
the Conlnttor shall have no obligation under this Bund. tseepl to par.
r ieipaic in conferences as provided in Subparagraph ).1.
3. If there is no Owner Default. the Surety's obligation under This Bond
shall ariK after,
).1. The Owner has notified 'he Contractor and the Surety at its address
described in Paragraph 10 below- that the Owner is considering
declaring a Contractor Default and has requested and attempted
to strange a eonferensec with the Contractor and the Surety to be
beget not later than fifteen days after receipt of such notice to
discuss methods of performing the Construction Contract, If she
Ovnser. the Contactor and the Surety agree. the Contractor shall
be allowed a reasonable time to perform she Constr ciion Con-
tras. but such an agreement shall not waited the O•.ner's right, if
any, subsequently to declare a Contractor Default: and
)2 The Owner has declared a Contactor Default and fornully ter-
minated the Contractor's right to complete the contract- Such
Contractor Ocrault shall not be declared eacliee than twenty days
after the Coniraeta and the Surely have received notice as pro.
sided in Subparagraph J. 1: and
).3. The Owmcr has agreed to pay she Balance of the Contract Price
to the Surety in accordance w'lih the terms or the Construction
Contract or to a contactor ackcted to perform the Construction
Contact in accordance with the terms of the contract with the
Owner.
d, When the Owner has satisfied the conditions of Paragraph 3.1he Surety
shag promptly and at the Surety's expense sake one of the fotlowing
anion.:
a. 1. Arangc for the Cansncier. with consent cube Owner, to preform
and complete the Construction Contract Of
a.2. Undertake to perform and complete the Construction Contract
itself. through its agents or through independent eontnnon:af
4.3. Obtain bids or negotiated proposals from qualified contractors
acceptable to the Owner for a contract (or performance and coin-
Illetion of the Construction Contract. arrange (on contact t0 be
prepared for caeeution by the O'Mr and she eontnclor selected
with the Owner s concurrence. to be secured with performance
and payment bonds executed by a qualified surely equivalent to
the bonds issued on the Construction Contnet, and pay to the
Owner the amount Of damages as described is Paragraph 6 in
eaeess of the Balance of the Contract Price inured by the Owner
resulting froth the Contractors default: or
A.S. Waive its right to perform and complete. arrange for complc6on,
or obtain a new contractor and with reasonable promptness under
the circumstances:
1. After investigation, determine the amount for which it may be
fable to the Owner and, as soon as practicable after the ansovnt
is determined. tender payment therefor to the Owner: a
2. Deny liability in wltofe Or in pan and notify she owner citing
reasons therefor.
S. If the Surety does not proceed as provided in Paragraph 4 with noson-
able p n.nptnsess. the Surely shall be deemed to be in default on this Bond
SACCO days after receipt of an additional written poke fnem the Owner
to the Surety demanding that the Surety perform Its obligations under this
Bad, and the Owner shall be entitled to enforce any remedy &%Wlabk to
She Owner. It the Surety proceeds as presided in 5ubpingnph d -a, and
the 0 -nit itfuacs the payment tendered critic Surely has denied liability,
in wdlok a in pan, without further notice the Owner Shall be entitled to
enteric any remedy available to the O-ner-
6. After the Owner has tvminaled the Contncno.s aft ,. ewnplete the
Construction Consn1,. and irthe Surety elects to act under $ubparag,ahe
a.l. 4.2. ore ) above then the rcsronsibilitks of the Surcts to nhc O.rwr
shall not be greater than those of the Contractor under the Cunsi Nei
Contract, and the responsibilities or the Owner to the
Surct• shall raw he
greater than those of the Orper under 1h< COnsnN<non Contract. To the
limit of the amount of this Bond. but subject to commitment b; the w G.r,tador the Balance or the Contract Price to mitigation of costs ad Or s
on the Construction Concoct. the Surety is obligated without duplication
For:
6.1. The responsibilities of the Contractor for Connection of d<lecti,<
work and completion of the Construction Contract:
6.2. Additional kpl. design professional aM delay costs rtsulung
from the Contractor's Default, and resulting from she actions
failure to act of the Surety uMee Paragraph e: and
6.). Liquidated damages. or if no liquidated damages we speciAcd in
(Sc Construction Contract, actual damages Caused by delayed ncc or 7. The Surety shhall not be liable to the cOwar ahcn for ebligations of
the Contractor that are unrelated to the Construction Contact, and the
Balance of the Contract Rice shall not be reduced or set STon attain.
of MY such unrelated obligations. No right of action shah acetic on this
Bond co any person or entity other than the Owreror its helm. executors,
administraton. or successors.
I. The 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 . 'aceding. legal or equitable. under this Bond may be insindcd
in any coon of competent jurisdiction in the location in which the work
or pan of the work is located .ad shall be instituted within two yin after
Contractor Default or within two years after the Contractor ceased cork.
ing or within two )cars after the Surcly refuses or (ails to perform its
obligations under this Bend, whichever oeeun Ant. If the provisions of
this Paragraph arc void or prohibited by law, the minimum period or
limitation available to sureties as a defense in the jurisdiction of the Suit
shall be applicable.
IC. Notice to the Surety, the Owner or the Contractor slug he mailed or
delivered to the address shown on the signature page,
It. When this Bond has been furnished to comply with a suluton: or
Other legal requirement in the location where the construction was to be
perfomcd. MY provision in this Band eandicting with said sututory or
legal «quinmcot shag be deemed tickled henfrems am provjsions cep-
foeming 10 such statutory or other legal requirenneat shag be deemed
ineorporancd herein. The intent is that this Bond shall be castrued as a
statutory bond and not as a common law bond.
12. De finicions.
12.1. Balant of the Contract Price: The total amount payable by the
Owner to the Contractor under the Conswetion Contact atkr
all proper adjusimcats have been lade, including allowance to
the Contractor of any amounts rca'.ei+ed Otto be received by
the Owncr in settlement of Insurance Of other claims for dam-
ages to which the Contractor is entitled, reduced by all w1d
and proper payments nadr;to or on behalf of the Coneranar
under the Construction Contract.
12.x_- Cnnstneuon Contract: The agreement berweeo the Owe f and
the Contractor identified on the signature page, including an
Contract Documents and changes thereto.
I2.3. Contactor Default: Failure Of the CoatraCe. which has neither
been remedied nor waived, to perform or ahenise to comply
with the terms of the Construction Contact.
12.4. Owner Default: Failure Or the Owner. which has neither been
amcdied nor waived, to pay the Contractor as required by the
Construction Contract or to perform and complcit or comply
with the other tenths thereof.
(FOR INFORMATION ONLY —Name, Address and Telephone)
AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect
The Cashion Company, Inc. McClelland Consulting Engineers,
P. 0. Box 550 P. 0. Box 1229
T;ffle Drn1. An �oono
(501) 376-0716
. Engineer or other party):
Inc,
AMERICAN STATES
INSURANCE
' m, UNCOIN NATIONAL CORPORATION
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GENERAL POWER OF ATTORNEY
American Economy Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS, that American Economy Insurance Company, a Corporation duly organized and existing under the laws of the
State of Indiana, and having its principal office in the City of Indianapolis, Indiana, hath made, constituted and appointed, and does by these presents make,
constitute and appoint ----- BENSON A. CASHION, KNIGHT CASHION, MATII-IEW KNIGHT CASHION, JR.
CARLA SUE HOLLIS WILLIAM R PIRGM OF T.FnIR ROCK ARKANSAS OR WTTJ.TAM H_ GRIFFIN
OF NORTH LITTLE ROCK. ARKANSAS ----------- ---- ---------
ot----------------------------------- and State of -------------------------------------
its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred In Its name, place and stead, to execute, acknowledge and
deliver any and.all bonds, recognizances, contracts of indemnity and other conditional or obligatory undertakings, provided. h0V7eyPS.
that the penal sun of any one such instrunent executed hereunder shall not exceed
TEN MILLION AND NO/100 ($10.000.000.001 DOLLARS -------= .
and to bind the Corporation thereby as fully and to the same extent as It such bonds were signed by the President, sealed with the common seal of the Corporation
and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. This Power of Attorney Is executed
and may be revoked pursuant to and by authority granted by Article VI, Section 7 of the By -Laws of the American Economy Insurance Company, which reads
as follows:
"The Chairman, the President or any Vice -President (including any Executive Vice -President, Senior Vice -President, Second Vice -President
or Assistant Vice -President) shall have power, by and with the concurrence with any other officer of the Corporation, to appoint Attorneys4n.fact
as the business of the Corporation may require and to authorize any such person to execute. on behalf of the Corporation, any bonds,
recognizances, stipulations and undertakings. whether by way of surety or otherwise"
IN WITNESS WHEREOF, American Economy Insurance Company has capuus�ee��d,these presents to be signed by its Second Vice -President, attested by its
Assistant Vice -President and its corporate seal to be hereto affixed this 8th day of July
A.D. 19_96 AMERICAN ECONOMY INSURANCE COMPANY
ATTEST: By /0�1ifa T / ��— r
Assistant Vice -President ` , Second Ic resident sc>``
STATE OF INDIANA 'it,
COUNTY OF MARION
On this 8th day of July A.D., 19 , before me personally came
Joseph F. He=m , to me known, who
being by me duly sworn, acknowledged the execution of the above instrument and did depose and say; that he is a Second Vice -President of
American Economy Insurance Company; that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate
seal; that it was so affixed by authority of the Board of Directors of said Corporation; and that he signed his name thereto under like authority. And said
Joseph F. Heim further said that he is acquainted with John J. Rosich and knows him to be the
Assistant Vice -President of said Corporation; and that he executed the above instrument.
CAROLYN STRADER, NOTARY PUBLIC
MAR ON COUNTY, STATE OF INDIANA
STATE OF INDIANAMY MMiSSION EXPIRES: 2)5197
SS
COUNTY OF MARION I O
1, John J. Rosich the Assistant Vice -President of AMERICAN ECONOMY INSURANCE COMPANY, do hereby certify that
the above and foregoing is a true and correct copy of a Power of Attorney, executed by said AMERICAN ECONOMY INSURANCE COMPANY,
which is still in force and effect. This Certificate may be signed and sealed by facsimile under and by the authority of Article VI, Section 7 of the By -Laws of AMERICAN ECONOMY
INSURANCE COMPANY which reads as follows:
"All policies and other instruments of insurance issued by the Corporation shall be signed on behalf of the Corporation by the Chairman,
the president or any vice-president (including any Executive Vice -President, Senior Vice -President, Vice -President, Second Vice -President,
or Assistant Vice -President) and the secretary, assistant secretary, or other officer, whose signatures, if the instrument is duly countersigned
by an authorized representative of the Corporation, may be facsimilies. Such signatures and facsimiles thereof shall be authorized and
binding upon the Corporation notwithstanding the fact that any such officer shall have ceased to be such officer at the time such policy
or other instrument of insurance shall have been actually issued by the Corporation."
OVDI064�
Notes arY Public
In witness whereof, I have hereunto set my hand and affixed the seal of said Corporation, this 24th day of_.Dt't'"'
A.D., 19_96 `—.'I
•
Assistant Vice-Pre;iderit - - -
THIS POWER OF ATTORNEY MUST CONTAIN A VALIDATING STATEMENT PRINTED IN THE-MARG11
RED INK, WITH A RED DIAGONAL IMPRINT - AMERICAN ECONOMY INSURANCE - PRESENT'IN:I1
-1489 IF YOU HAVE ANY QUESTIONS REGARDING THE VALIDITY OF THIS POWER OF ATTORNEY, CALL
(2-92) OR WRITE US AT P.O. BOX 1636, INDIANAPOLIS, IN 46206-1636.
I
Construction Payment Bond
' Any singular reference to Contractor. Surety. Owner or other party shall be considered plural where applicable.
NTRACTOR (Name and Address):
John P. Marinoni Construction Co., Inc
5204 S. Thompson
ISpringdale, AR 72764
SURETY (Name and Principal Place of Business):
American Economy Insurance Company
500 North Meridian Street
Indianapolis, IN 46204-1275
IWNER (Name and Address):
City of Fayetteville, Arkansas co
113 W. Mountain Street n'
x Cn o
'Fayetteville, AR 72701 a
x0-
o
Cn x
tONSTRUCT(ON CONTRACT Con C. 3 ,T
Dale: October 15, 1996 N; o
I
Amount: No Hundred Twenty -Two Thousand Three Hundred and 80/100 ($222,300.80)
Description (Name and Location): LDA/Glideslope Improvements rV O
Drake Field Municipal Airport
Fayetteville, AR
BOND
'Date (Not earlier than Construction Contract Date). October 24, 1996
Amount: Two Hundred Twenty -Two Thousand Three Hundred and 80/100 ($222,300.80)
Modifications to this Bond Form: None
•
� CONTRA�tQId. SfR'B1`?��0�PAL SURETY
■ Comp3t) ' a ii`inoni (Corp. Seal) Company: Ame n y (Carp Seal--
, Inc.. Ins n e
SignalucGC ` 't a" ` "'-�^ Signature:
Narlte and True;) C3 �s Name and Tit Benson A. CashionAll -
' Attorney -in -Fact
•
•.. y.ir
CONTRACTOR AS PRINCIPAL
' Company:
Signature:
Name and Talc:
'
SURETY
(Corp. Seal)Company: (Corp. Seal)
Signature:
Name and Title:
tEJCDC No. 1910-288 (1994 Edition)
Repared through the jo:m effons of the Surety Assoeia/log of America. Engineer loot Canino Docutnenta Committee. The Associated
I •General Contneton of :America, American Institute of Aeehiteeta. American Srbeontnesors Assoeutioo. and the Associated Spcc aitr
Centneton.
L
f.'71e Cadtnietor and the Surely. jently and wv%raJy. bind thertsefves.
Ncir Min. a eatulon, dminntnlon. Wa sacra ma uttln to the Q.yner
ao pry (a blow. sr alerials and egtaiancn hsenhed to, use as tot peRar-
psanee d the Consl'ction Cwnwen, wmticb is incvswvtcd heroin by
nercrlKt.
2, ten 11b .npe(t to the a'Kr. this obliylil than be ante and void ( Ihe
Cantnctst.
1.1. Hornply makes pwyu at. direcuY a idirecdy. far A0 suns due
Cbimtans I. wed
2.2. Defends. iridcmv,iles ad (uasds harming the Oeteer hum an calms.
demand}. liens a sails by any pence a cnriy who (unittscd
Imbar_ materialar cgtaepnlent fa use in the pcafarmanee d 1M
Cms4wesion Contnn. provided the Ow'Kr has promptly slaked
she Contractor and the Surety (at the address described in Pon-
gysph 12) at any claims. demands. Bens a soils wad tendered
defense & such claims. demands. Gem a suits to the Contractor
wad the Surety, and provided them it no Owner Dafaalt.
3. Wrab nspecl to Claimants. this oSliption shall be two and void Jr the
Castncw g,oaprhy asakcs payment. dirtCU or idiraedyfor an sume
due.
4. flitSartty shun ham m obtiailm to Claimants urdcr this Bad until:
d.lclaimants whet an employed by a hove a direct contract with
the Contneta Woe given make so the Surely (at the address
descn d in Parapapt 121 and scat a copy. a Wac thrred. to
the Omer. Ruling shot a claim is being made under this Bond
and, with substantial aeavney. the amoum d tae claim.
1.2. Claimants Rules do no[ bave a direct eonv.et parer the Contnetor.
I. Have fmrttishd wr%Ucn notice to the Contrana and sent
copy, a mice Uereer. to the Owner. stldn 90 days after
hawing last perforwd labor orbet (umishcd materials a equip
anent included in the claim stating. with subatamia'accuracy.
the ansount of the claim and the name d the pony go whom
the materials were furnished or supplka a fa whom the labor
was done a performed: and
_. Have either received a rejection in .hole a in pan from the
Contractor. of not received within )0 data of fumisninp the
above nave any communication from the Contnnor b% which
the Cmntnna has indicated the claim w ill be paid directly or
odinetly: and
3. Na having been paid within the abo.c )O days. havc sent a
wriuea notice to she Surety tat the address described in Para-
graph 11 and KM a copy. Or notice thereof. to the Owner.
stating char a claim is being made under this Bond and enclosing
a copy d she previous written notice furnished to the Con.
meta.
s. h(a notice required by Pangnph A is given b% the Owner to the
Ca,tnctor or to the Suretiy. that is sufficient compliance.
6. w hen the Claimant has Wished the conditions of Paragraph A. she
Surely shah prompt;- and at the Surety-, etpcnse take the fallowing
anions:
6.1. Sed an answer b the Claimant. ,,III a copy io IM O. ncr. within
a3 days otter Receipt d the claim. mating the amounts that are
undisputed and the basis rot challenging any anamunts that art
disputed.
62. fey or unngea(ea' payment dny atmdiip wou tcd amnra.
7. The Sant s total obCgauou shaft not ettat cd the amount &this Bad.
mod %rote aasoumg d this Band %bail be credited fa any payments tide in
good faith by she Surety.
s Ampoats o.cd by the Osr to the Cceincta under the Constnection
Cancan shat be used for the PMomtanee of the Comlr.eum Contnn
d to eddy claims. 'If any. under any Con W,cCoo Pttformyc% e -
fy Uhe Cooncsa fYnhbiatg and she Owner aeeeplia this hood. asey
wove that all Mends earned by the Contncsa in the sctfn a,., at se
Ca ,crueler Cawact an srdiuted to utiafy ctGfls ores at ik C—
vacl ar and the Safety under this Bad. subject Ic ate O-ne. pro•,
m use the Iliad; for the eampktion of the wank.
I. The Seamy shat not be liable to the O.ncr. Claimants a Oren h
aM ylions d the Contncsa that an unrelated so the Consuuelim C.
gran. The Owlce shah IWm be liable for payment d any costs or taaen
d any Claimant under this fad. and share rte ender this Cod e
Obligations to make payments a. five noes oo bcMKd, a aken..e
Inc u61iea1t .s to Claimants under this Bad.
10. The Saaty hereby waives notice of any etsaa e, including change, d
time, to the Construction Conine or to «bled subcaunci.. pnckue
artless end ocher obfigstiau.
II. No suka action chin be commenced by a Claiming under this Cad
other (han ins cowl deompetent jarisdKtgn is the location in Which cle
teak a puts of the wreck is boated we slier the capitation d ate yar
&am the date (f) m Which the CWmaot Pug the notice requiral by
Subparagraph 4I -a Clause a.2 till. a (2)on weigh the law lama a
se,.iee was perfumed by anyone a the bat nsa4rials a cgaipnes .ante
ftmmished by anyone under the Constnctlm Contract. Whichever dell
aa2) Itn1 accvn. lithe Pavilions dthis Panpaph sic .aid a proha t d
by law, the minimum period d limiution available to ,unties u a defeat
in the iurisdietion of the tuit shall be spplcabk.
12. Naive to the Surely. the Oanscr a (he Contncsor than be garret a
delivered to the address ahem On the signalun pace. Actual receipt of
rake by Surety. the Owner a she Contracts. however accvmpriJd.
Ulan be sufhcient eomdunec as dthe date received at the address shm.t
m the signature page.
11. When this Bond has been furnished to comply with a statutory a
other legal requirement in the location where the construction was lobe
performed. any provision in this Bond conhicting with said pitta' or
feel fcquiremcnt shall be deemed deleted hc{drom and provisions Ca, -
to such statutory or other kg,I requirement shall be dccv.d
Icorporated heroin. The intent is. that this Bond shall be construed is a
natatory bond and not as a common law bond.
II. Upon request b) any person or entity appearing to be a poicntal
benelkiary of this Band. the Contnc.or shall prumprdN furnish a cop. d
(ha &ad or $hail permit a copy to be made.
I5. DEFINITIONS
15.1. Claimant: An individual or entity having a direct contract silk
the Comnela Or with a sub:onineta a( the Contractor :o
furnish later. materials a equipment for age in the pcvfomuvc
of t M Contract. The intent dlha s Bond %half be to include w ilhan
limitation in the germs "Iatcr. material, a equipment" that can
of water. gas. power. light. heal. Oil. gasoline. telephone genet
or rental equipment used in the Consir ction Contract. arehiiec-
tunl and engineering services « gored for performance d the
work of the Conincior and the Contractor's ,ubcontreelon. and
all Other items to. .filch a mechanic's Gen may be asserted in
the jurisdieiioo where thelabor. materials Cr equipment .awe
furnished.
13 2. CoestNetiom Conant: The agreemenl between the O. -tier And
the Cmtnctor idcatifkd On the sipatun pace. including all
Contract Documents and changes thsteo.
13.2. O.rner Default- Failure of the Oenet which has neither been
remedied oa Waived. to pay the Casvaaa u nquisd by the
Construction Canines a to peefaa and complete a "Italy
with the other krms chord.
(FOR INFORMATION ONLY —Name. Address and Telephone)
AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect. Engineer or other party):
The Cashion Company, Inc, McClelland Consulting Engineers, Inc.
P. 0. Box 550 P. 0. Box 1229
' (501)
443-2377
11
TAMERICAN STATES
INSURANCE
. we LINCOLN NAT C NALCORPORA110N
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I
GENERAL POWER OF ATTORNEY
American Economy Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS, that American Economy Insurance Company, a Corporation duly organized and existing under the laws of the
State of Indiana, and having its principal office in the City of Indianapolis, Indiana, hath made, constituted and appointed, and does by these presents make,
constitute and appoint ----- BENSON A. CASHION, KNIGHT CAS ION, MATTHEW KNIGHT CASHION, JR. ,
CARLA SUE 1-JOLLIS. WILLIAM R. P .FYI , OF T.T- P. ROCKARKANSAS OR WTT.T.TAM H. (.RTFFTN
NO
RTH ORTH LITTLE RK —
OC ARKANSAS ---------------------------
of----------------------------------- and State of -------------------------------------
Its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in Its name, place and stead, to execute, acknowledge and
deliver any and all bonds, recognizances, contracts of indemnity and other conditional or obligatory undertakings. Diuylded. however,
that the penal sun of any one such instrunent executed hereunder shall not exceed
and to bind the Corporation thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the common seal of the Corporation
and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. This Power of Attorney is executed
and may be revoked pursuant to and by authority granted by Article VI. Section 7 of the By -Laws of the American Economy Insurance Company, which reads
as follows: - .
"The Chairman, the President or any Vice -President (including any Executive Vice -President, Senior Vice -President, Second Vice -President
or Assistant Vice -President) shall have power, by and with the concurrence with any other officer of the Corporation, to appoint Attorneys -In -fact
as the business of the Corporation may require and to authorize any such person to execute, on behalf of the Corporation, any bonds,
recognizances, stipulations and undertakings, whether by way of surety or otherwise"
IN WITNESS WHEREOF, American Economy Insurance Company has caused these presents to be signed by its Second Vice -President, attested by its
Assistant Vice -President and its corporate seal to be hereto affixed this 8th day of July
A.D. 19_96_, AMERICAN ECONOMY INSURANCE COMPANY
ATTEST: By 6 T / ' - —
Assistant Vice -President Secontl is - resident 1°��
STATE OF INDIANA 1 SS N�9Q
COUNTY OF MARION I +cc co
On this 8th day of July ,AD., 19_96 before me personally came
Josepn r-. Hem , to me known, who
being by me duly sworn, acknowledged the execution of the above instrument and did depose and say; that he is a Second Vice -President of
American Economy Insurance Company; that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate
seal; that it was so affixed by authority of the Board of Directors of said Corporation; and that he signed his name thereto under like authority. And said
Joseph F. Heim further said that he is acquainted with John J. Rosich - and knows him to be the
Assistant Vice -President of said Corporation; and that he executed the above instrument
CAROLYN STRADER, NOTARY PUBLIC
MARION COUNTY. STATE OF INDIANA
STATE OF INDIANAMY OMKI SSION EXPIRES: 2)5)97
COUNTY OF MARION SS
Notary Public 1P A�
dal
I, John J. Rosich the Assistant Vice -President of AMERICAN ECONOMY INSURANCE COMPANY, do hereby certify that
the above and foregoing is a true and correct copy of a Power of Attorney, executed by said AMERICAN ECONOMY INSURANCE COMPANY,
which is still in force and effect.
This Certificate maybe signed and sealed by facsimile under and by the authority of Article VI, Section 7 of the By -Laws of AMERICAN ECONOMY
INSURANCE COMPANY which reads as follows:
"All policies and other instruments of insurance issued by the Corporation shall be signed on behalf of the Corporation by the Chairman,
the president or any vice-president (including any Executive Vice -President, Senior Vice -President, Vice -President, Second Vice -President,
or Assistant Vice -President) and the secretary, assistant secretary, or other officer, whose signatures, if the instrument is duly countersigned
by an authorized representative of the Corporation, may be facsimilies. Such signatures and facsimiles thereof shall be authorized and
binding upon the Corporation notwithstanding the fact that any such officer shall have ceased to be such officer at the time such policy
or other instrument of insurance shall have been actually issued by the Corporation."
In witness
whereof,
I have
hereunto
set my
hand
and
affixed
the
seal
of
said
Corporation, this 74rh
A.D., 1996.
Assistant
0)
00
I
Ul
1-1459
(2-92)
THIS POWER OF ATTORNEY MUST CONTAIN A VALIDATING STATEMENT PRINTED IN T'
RED INK, WITH A RED DIAGONAL IMPRINT - AMERICAN ECONOMY INSURANCE - PRE;
IF YOU HAVE ANY QUESTIONS REGARDING THE VALIDITY OF THIS POWER OF ATTORN
OR WRITE US AT P.O. BOX 1636, INDIANAPOLIS, IN 46206-1636.
IN
INSURANCE BINDER
GENERAL ACCIDENT SIXTY (60)
Insuring Company INSURANCE AND BONDS Day Binder
THE INSURING COMPANY DOES HEREBY ACKNOWLEDGE ITSELF BOUND DURING THE PERIOD OF THIS BINDER FOR SUCH COVERAGES LISTED IN ITEM 2 AS INDICATED BY
A LIMIT OF LIABILITY OR AMOUNT OF INSURANCE APPLICABLE THERETO ON THE RISK HEREIN DESCRIBED. SUBJECT TO THE INSURING AGREEMENTS. EXCLUSIONS, CONDI.
TIONS. AND OTHER TERMS OF THE POLICY FORM PROVIDED THE COMPANY'S UNDERTAKING HEREUNDER SHALL BE WITH RESPECT ONLY TO SUCH COVERAGES AS ARE
AFFORDED BY IT UNDER THE POLICY FORM.
1. THE CITY OF FAYETTEVILLE ARKANSfO, SURED
ADDRESS
OCCUPATION
113 WEST MOUNTAIN
FAYETTEVILLEr AP 77701
2. Type of Coverage
Limits of Liability or Amount of Insurance
OWNER'S & CONTRACTOR'S
$ 1,000,000. OCCURRENCE
PROTECTIVE LIABILITY
$ 2,000,000. AGGREGATE
CONTRACTOR
JOHN P. MARINONI CONSTRUCTION CO.,
NC.
5204 SOUTH THOMPSON
SPRINGDALE, AR 72764
JOB
LDA/GLIDESLOPE IMPROVEMENTS
DRAKE FIELD MUNICIPAL AIRPORT
MICE PROJECT #FY962130
CONTRACT AMT $ 222,300.80
INCLUDE ENGINEER AS
ADDITIONAL INSURED
MCCLELLAND CONSULTING ENGINEERS, INC.
1810 NORTH COLLEGE AVENUE
FAYETTEVILLE, AR 72702
3. A PREMIUM CHARGE IN ACCORDANCE WITH THE APPLICABLE RULES AND RATES OF THE MANUAL IN USE BY THE COMPANY WHEN THIS BINDER BECOMES EFFEC-
TIVE SHALL BE MADE FOR THE PERIOD COVERAGE IS IN EFFECT. ACCEPTANCE BY THE INSURED OF A POLICY IN PLACE HEREOF SHALL RENDER THIS BINDER NULL
AND VOID AS OF THE EFFECTIVE DATE OF SUCH POLICY. THIS EITHER MAY BE CANCELED BY THE INSURED OR BY THE AGENT BY MAILING TO THE COMPANY Y;RIT.
TEN NOTICE STATING WHEN THEREAFTER SUCH CANCELLATION SHALL BE EFFECTIVE. THIS BINDER MAY BE CANCELED BY THE COMPANY BY MAILING TO THE
INSURED AT THE ADDRESS SHOWN ABOVE AND TO THE AGENT WRITTEN NOTICE STATING WHEN, NOT BEFORE 12:01 A.M. THE THIRD BUSINESS DAY FOLLOWING
THE DATE OF MAILING, SUCH CANCELLATION SHALL BE EFFECTIVE. DELIVERY OF WRITTEN NOTICE SHALL BE EQUIVALENT TO MAILING.
THIS BINDER EFFECTIVE
THIS BINDER ISSUED
DATE 10-21-96 HOUR 12:01 A.M.
DATE HOUR
THE CASHI COMPANY, INC.
By
321 SCOTT ♦ P. O. BOX 550 ♦ LITTLE ROCK, ARKANSAS ♦ 501-376-0716 ♦ FAX (501) 376-2118
p
CERTIFICATE OF INSURANCE DAT" MMODD T)
10/21 rob
PRODUCER 501-376-0716
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
The Cashion Company, Inc.
DOES NOT AMEND, EXTEND OR ALTER THE. COVERAGE AFFORDED BY THE
P.O. Box 550
POLICIES I W
Little Rock, AR 72203
COMPANIES AFFORDING COVERAGE
COMPANY
A General Accident
INSURED
COMPANY
John P. Marinoni
B
COMPANY
Construction Co., Inc.
C
5204 S. Thompson
COMPANY
Springdale AR 72764
D
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BERN ISSUED TO THE INSURED NAMED ABOVE FOR TIIE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WIT II RESPECT TO WHICHTIIIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. TIIE INSURANCE AFFORDED BYTIIE POLICIES DESCRIBED HEREIN IS SUBJECFTO ALLTHE TERMS,
EXCLUSIONS AND CONDITIONS OFSUCII POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
LTR
TYPP.OF INSURANCE
POLICY NUMBER
POLICY EFF.
DATE (MM/DDNY)
POLICY EXP.
DATE (MM/OD/YY)
LIMITS
GENERAL
LIABILITY
GENERAL AGGREGATE
2000000
A
COMM. CENTRAL LIABILITY
CPPI135005
5/01/96
5/01/97
PROD-COMP/OPAGG.
2000000
CLAIMS MADE XIOCCUR
PERS. & ADV. INJURY
1000000
OWNER's & CONTRACTS PROT
EACH OCCURRENCE
1000000
FIRE DAMAGE(One Rre)
MED EXP(Any one Perms)
AUTOMOBILE
LIABILITY
COMBINED SINGLE
A
ANY AUTO
BA0177717
5/01/96
5/01/97
LIMIT
1000000
X
BODILY INJURY
ALL OWNED AUTOS
SCHEDULED AUTOS
(Per pawn)
AIRED AUTOS
X
BODILY INJURY
NON.OWNED AUTOS
(Per aaidml)
X
PROPERTY DAMAGE
GARAGE LIABILITY
AUTO ONLY -RA ACCIDENT
ANT AUTO
OTHER TITAN AUTO ONLY:
EACH ACCIDENT
AGGREGATE
EXCESS LIABILITY
EACH OCCURRENCE
1000000
AGGREGATE
1000000
A
X UMBRELLAFORM
BIND048463
10/21/96
5/01/97
OTHER TILAN UMBRELLA FORM
WORKERS COMPENSATION AND
STATUTORY LIMITS
ACH
A
EMPLOYERS' LIABILITY
ACCIDENT
100000
TIIE. PR01'R IITOR/ INCL
PARTN'F.RSIF.%F.CUI'IVF.SEASE-POLICY
LIMIT
500000OFFICERS
EM PL.
100000OTHER
ARK: E%CI,SEASE-EACH
--
A
INSTALLATION$100,000.
JOBSITE LIMITFLOATERDEDUCTIBLE:
$1,000.
DESCRIPTION OF OPERATIONNB.00ATIO,NSNEIIICLFS5PECIAL ITEMS
JOB: LDA/GLIDESLOPE IMPROVEMENTS, DRAKE FIELD MUNICIPAL AIRPORT
MCE PROJECT #FY962130
THE CITY OF FAYETTEVILLE & MCCLELLAND CONSULTING ENGINEERS ARE NAMED
AS ADDITIONAL INSUREDS RESPECTS GENERAL LIABILITY & AUTO LIABILITY
.. ER71F2 ATE. IIOIM1'R CANCELLATION
SHOULD ANY OF TIIE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TIIE
CITY OF FAYETTEVILLE ARKANSAS V/
EXPIRATION DATE THEREOF, TIIE ISSUING COMPANY WILL Oa(
MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
113 WEST MOUNTAIN
LEFT
FAYETTEVILLE, AR 72701
AUTHORIZED REPRESENTATIVE
a
ACORD2S-S - (93 2. 24
NOTICE TO PROCEED
TO: John P. Marinoni Construction Co., Inc. DATE:
5204 South Thompon, Suite F
Springdale, AR 72764
PROJECT: LDA/Glideslope Improvements, Drake Field Municipal Airport
You are hereby notified to commence WORK in accordance with the Contract dated
on or before , and you are to Substantially Complete the WORK
within 28 calendar days thereafter and have the Work complete and ready for final payment within
35 calendar days thereafter. The date for Substantial Completion is therefore
and the date for final completion is therefore
CITY OF FAYETTEVILLE, ARKANSAS
Owner
Fred Hanna, Mayor
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE TO PROCEED is hereby acknowledged by
this the day of
am
Title
1996.
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ARTICLE NUMBER AND TITLE
DOCUMENT 00700
GENERAL CONDITIONS
TABLE OF CONTENT
PAGE NUMBER
12. OWNER...............................................................................3
13. PLANS (See Drawings)...................................................................3
14. SPECIFICATIONS......................................................................3
15. NOTICE TO PROCEED..................................................................3
16. SUBSTANTIAL COMPLETION........................................................... 4
17. WORK................................................................................4
18. INTENT OF CONTRACT DOCUMENTS....................................................4
' 19. DISCREPANCIES AND OMISSIONS.......................................................4
20. ALTERATIONS - CHANGES IN WORK....................................................5
21. SUB -SURFACE CONDITIONS FOUND DIFFERENT..........................................5
' 22. VERIFICATION OF CONTRACT DOCUMENTS.............................................5
23. DOCUMENTS TO BE KEPT ON THE JOB SITE..............................................6
' 24. ADDITIONAL CONTRACT DOCUMENTS..................................................6
25. OWNERSHIP OF DRAWINGS............................................................6
1 26. AUTHORITY OF THE ENGINEER.........................................................7
II
' ARTICLE NUMBER AND TITLE PAGE NUMBER
27. DUTIES AND RESPONSIBILITIES OF THE ENGINEER......................................7
28. REJECTED MATERIAL..................................................................8
29. UNNOTICED DEFECTS.................................................................8
30. RIGHT TO RETAIN IMPERFECT WORK...................................................8
31. LINES AND G RADES...................................................................8
32. SHOP DRAWING SUBMITTAL PROCEDURE..............................................10
33. ADDITIONAL DETAIL DRAWINGS AND INSTRUCTIONS..................................11
34. INDEPENDENT CONTRACTOR.........................................................11
35. SUBCONTRACTING...................................................................11
36. INSURANCE AND LIABILITY...........................................................12
37. INDEMNITY..........................................................................I5
38. TAXES AND CHARGES................................................................15
39. ORDINANCES, PERMITS, AND LICENSES................................................15
40. SUPERINTENDENCE..................................................................16
41. RECEPTION OF ENGINEER'S DIRECTIONS...............................................16
42. SANITATION.........................................................................16
43. EMPLOYEES.........................................................................16
44. PROJECT MEETINGS..................................................................16
45. SAFETY..............................................................................17
46. CONTRACTOR'S TOOLS AND EQUIPMENT...............................................17
47. PROTECTION OF WORK AND PROPERTY................................................18
48. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY ............................. 18
49. MATERIALS AND APPLIANCES......................................................... 18
50. CONTRACTORS' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFETY, OSHA, AND OTHER
CODEREQUIREMENTS................................................................19
51. SUBSTITUTION OF MATERIALS........................................................19
52. TESTS, SAMPLES, AND INSPECTIONS...................................................19
53. ROYALTIES AND PATENTS............................................................20
54. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT ...................... 20
F
' ARTICLE NUMBER AND TITLE PAGE NUMBER
55. CORRECTION OF DEFECTIVE WORK FOUND DURING WARRANTY PERIOD ................. 20
56. BEGINNING OF THE WORK............................................................21
57. SCHEDULES AND PROGRESS REPORTS.................................................21
58. PROSECUTION OF THE WORKII........................................................... 22
59. ASSIGNMENT........................................................................22
60. OWNER'S RIGHT TO DO WORK.........................................................22
61. OWNER'S RIGHT TO TRANSFER EMPLOYMENT..........................................23
62. OWNER'S RIGHT TO SUSPEND OR TERMINATE WORK...................................23
63. DELAYS AND EXTENSION OF TIME.....................................................25
64. LIQUIDATED DAMAGES...............................................................26
65. OTHER CONTRACTS..................................................................26
66. USE OF PREMISES....................................................................27
67. SUBSTANTIAL COMPLETION DATE.....................................................27
68. PERFORMANCE TESTING.............................................................. 27
69. OWNER'S USE OF PORTIONS OF THE WORK.............................................27
70. CUTTING AND PATCHING.............................................................28
71. CLEANING UP........................................................................28
72. PAYMENT FOR CHANGE ORDERS......................................................28
73. PARTIAL PAYMENTS..................................................................31
74. CLAIMS..............................................................................33
75. NOTICE OF CLAIM FOR DELAY........................................................33
76. RELEASE OF LIENS OR CLAIMS........................................................34
77. FINAL PAYMENT.....................................................................34
78. NO WAIVER OF RIGHTS...............................................................34
79. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE .............................. 34
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DOCUMENT 00700
GENERAL CONDITIONS
These General Conditions contain contractual -legal Articles that establish the requirements and
conditions governing responsibility, policy, and procedures that apply during the construction and
warranty period. This part of the Contract Documents is pre-printed. Any modifications to the
following Articles that are special to the Project under consideration will be made in the
Supplementary Conditions. Requirements and conditions that have special significance to the
Contract for the contemplated Work on this Project are as set forth in the remaining Sections of these
Contract Documents.
Wherever in the Contract Documents the following terms are used, the intent and meaning shall be
interpreted as follows:
AS APPROVED
The words "as approved", unless otherwise qualified, shall be understood to be followed
by the words "by the Engineer".
' 2. AS SHOWN, AND AS INDICATED
The words "as shown" and "as indicated" shall be understood to be followed by the
words "on the Drawings".
3. BIDDER
The person or persons, partnership, firm, or corporation submitting a Bid for the Work
contemplated.
4. CONTRACT
' The "Contract" is the written agreement covering the performance of the Work and the
furnishing of labor, materials, incidental services, tools, and equipment in the
' construction of the Work. It includes supplemental agreements amending or extending
the Work contemplated and which may be required to complete the Work in a
substantial and acceptable manner. Supplemental agreements are written agreements
covering alterations, amendments, or extensions to the Contract and include Contract
Change Orders.
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' 00700-I
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' 5.
H
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CONTRACT DOCUMENTS
The "Contract Documents" consist of the Bidding Requirements, Contract forms,
Conditions of the Contract, the Specifications, and the Drawings, including all
modifications thereof incorporated into the Documents before their execution, and
including all other requirements incorporated by specific reference thereto. These form
the Contract.
6. CONTRACTOR
The person or persons, partnership, firm, or corporation who enters into the Contract
awarded him by the Owner.
7. DAYS
Unless otherwise specifically stated, the term "days" will be understood to mean
calendar days.
8. DRAWINGS
The term "Drawings" refers to the official Drawings, profiles, cross sections, elevations,
details, and other working drawings and supplementary drawings, or reproductions
thereof, sealed by the Engineer, which show the location, character, dimensions, and
details of the Work to be performed. Drawings may either be bound in the same book
as the Project Manual or bound separately and are a part of the Contract Documents,
regardless of the method of binding.
' 9. ENGINEER
The person or organization identified as such in the Contract. The term "Engineer"
' means the Engineer or his authorized representative.
10. NOTICE
The term "notice" or the requirement to notify, as used in the Contract Documents or
applicable state or federal statutes, shall signify a written communication delivered in
' person or by certified or registered mail to the individual, or to a member of the firm,
or to an officer of the corporation for whom it is intended. Certified or registered mail
shall be addressed to the last business address known to him who gives the notice.
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' 00700-2
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I11. OR EQUAL
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The Contractor shall comply with all regulations and requirements of the State Highway
' Department and the City and County Road Departments wherever the Work traverses
or crosses state, city, or county roads.
The term "or equal" shall be understood to indicate that the "equal" product is the same
or better than the product named in function, performance, reliability, quality, and
general configuration. Determination of equality in reference to the Project design
requirements will be made by the Engineer. Such "equal" products shall not be
purchased or installed by the Contractor without the Engineer's written approval.
12. OWNER
The person, organization, or public body identified as such in the Contract.
13. PLANS (See Drawings).
14. SPECIFICATIONS
Those portions of the Contract Documents consisting of written technical descriptions
of materials, equipment, construction systems, standards, and workmanship as applied
to the Work and certain administrative details applicable thereto.
Where standard specifications, such as those of ASTM, AASHTO, etc., have been
referred to, the applicable portions of such standard specifications shall become a part
of these Contract Documents.
Where portions of the Work traverse or cross federal, state, county, or local highways,
roads, streets, or railroads, and the agency in control of such property has established
standard specifications governing items of Work that differ from these Specifications,
the most stringent requirements shall apply.
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15. NOTICE TO PROCEED
A written notice given by the Owner to the Contractor (with a copy to the Engineer)
fixing the date on which the Contract time will commence to run and on which the
Contractor shall start to perform his obligation under the Contract. The Notice to
Proceed shall be given within 30 days following execution of the Contract by the
Owner.
1 00700-3
I
16. SUBSTANTIAL COMPLETION
"Substantial completion" shall be that degree of completion of the Project, or a defined
portion of the Project, sufficient to provide the Owner, at his discretion, the full-time
use of the Project or defined portion of the Project for the purposes for which it was
intended.
Such substantial completion shall not relieve Contractor from liquidated damages
should the Owner have added costs after the completion date, i.e., if additional
construction observation, interest paid, loss of revenue, or other expenses continue to
be charged to the Owner.
17. WORK
The word "Work" within these Contract Documents shall include all material, labor,
and tools; all appliances, machinery, transportation, and appurtenances necessary to
perform and complete the Contract; and such additional items not specifically indicated
or described which can be reasonably inferred as belonging to the item described or
indicated and as required by good practice to provide a complete and satisfactory
system or structure. As used herein, "provide" shall be understood to mean "provide
complete in place", that is, "furnish and install".
' CONTRACT DOCUMENTS
18. INTENT OF CONTRACT DOCUMENTS
The Contract Documents are complementary, and what is called for by one shall be as
binding as if called for by all. The intent of the Documents is to include all Work
(except specific items to be furnished by the Owner) necessary for completion of the
Contract. Materials or Work described in words which so applied have a well-known
technical and trade meaning shall be held to refer to such recognized standards.
19. DISCREPANCIES AND OMISSIONS
' Any discrepancies or omissions found in the Contract Documents shall be reported to
the Engineer immediately. The Engineer will clarify discrepancies or omissions, in
writing, within a reasonable time.
In resolving inconsistencies among two or more Sections of the Contract Documents,
Iprecedence shall be given in the following order:
CONTRACT
SUPPLEMENTARY CONDITIONS
SPECIFICATIONS
INSTRUCTIONS TO BIDDERS
' GENERAL CONDITIONS
DRAWINGS
' 00700-4
I
Figure dimensions on Drawings shall take precedence over scale dimensions. Detailed
Drawings shall take precedence over general Drawings. It is understood and agreed that
the Work shall be performed and completed according to the true spirit, meaning, and
intent of these Documents.
20. ALTERATIONS - CHANGES IN WORK
' The Owner, without notice to the Sureties and without invalidating the Contract, may
order changes in the Work within the general scope of the Contract by altering, adding
to,.or deducting from the Work, the Contract being adjusted accordingly. All such
' Work shall be executed under the conditions of the original Contract, except as
specifically adjusted at the time of ordering such change.
' In giving instructions, the Engineer may order minor changes in the Work not involving
extra cost and not inconsistent with the purposes of the Project, but otherwise, except
in an emergency endangering life or property, additions or deductions from the Work
1 shall be performed only in pursuance of an approved Change Order from the Owner,
signed or countersigned by the Engineer, or a Change Order from the Engineer stating
' that the Owner has authorized the deduction, addition, or change, and no claim for
additional payment shall be valid unless so ordered.
' If the Work is reduced by alterations, such action shall not constitute a claim for
damages based on loss of anticipated profits.
' 21. SUB -SURFACE CONDITIONS FOUND DIFFERENT
Should the Contractor encounter sub -surface and/or latent conditions at the site
' materially differing from those shown on the Drawings or indicated in the
Specifications, the Contractor shall immediately give notice to the Engineer of such
conditions before they are disturbed. The Engineer will thereupon promptly investigate
' the conditions, and if the Engineer finds that they materially differ from those shown
on the Drawings or indicated in the Specifications, the Engineer will at once make such
changes in the Drawings and/or the Specifications as he may find necessary, any
' increase or decrease of cost resulting from such changes to be adjusted in the manner
provided in the Paragraph titled "Changes in Work."
' 22. VERIFICATION OF CONTRACT DOCUMENTS
' The Contractor shall thoroughly examine and become familiar with all of the various
parts of these Contract Documents and determine the nature and location of the Work,
the general and local conditions and all other matters which can in any way affect the
' Work under this Contract.
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' 00700-5
I
Failure to make an examination necessary for this deterI. mination shall not release the
Contractor from the obligations of this Contract. The Contractor warrants that no
verbal agreement or conversation with any officer, agent, or employee of the Owner or
with the Engineer either before or after the execution of this Contract, has affected or
modified any of the terms or obligations herein contained.
23. DOCUMENTS TO BE KEPT ON THE JOB SITE
' The Contractor shall keep one copy of the Contract Documents on the job site, in good
order, available to the Engineer and to his representatives.
The Contractor shall maintain on a daily basis at the job site, and make available to the
Engineer on request, one current record set of the Drawings which have been accurately
marked up to indicate all modifications in the completed Work that differ from the
design information shown on the Drawings.
Upon substantial completion of the Work, the Contractor shall give the Engineer one
complete set of marked up record Drawings.
' Failure of the Contractor to submit accurate Record Drawings to the Engineer will be
adequate justification for postponement of the Final Inspection and Final Payment.
24. ADDITIONAL CONTRACT DOCUMENTS
The Engineer will furnish to the Contractor on request and free of charge, three copies
of the Project Manual and three sets of full-size Drawings. Additional copies of the
Project Manual and the Drawings may be obtained on request by paying the price as
shown in the Invitation to Bid for the Contract Documents.
25. OWNERSHIP OF DRAWINGS
' All Drawings, Plans, Specifications, and copies thereof furnished by the Engineer and
the Owner are their property. They are not to be used on other work and, with the
' exception of the signed Contract set, are to be returned to them on request at the
completion of the Work. Any reuse of these materials without specific written
verification or adaptation by the Engineer and the Owner will be at the risk of the user
'
and without liability or legal expense to the Engineer and the Owner.
' Such user shall hold the Engineer and the Owner harmless from any and all damages,
including reasonable attorneys' fees, from any and all claims arising from any such
reuse. Any such verification and adaptation by the Engineer and the Owner will entitle
' the Engineer to further compensation at rates to be agreed upon by the user and the
Engineer and the Owner. All models are the property of the Owner.
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00700-6
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' THE ENGINEER
' 26. AUTHORITY OF THE ENGINEER
' The Engineer shall be the Owner's representative during the construction period. His
authority and responsibility shall be limited to the provisions set forth in these Contract
Documents. The Engineer shall have the authority to reject Work and material which
' does not conform to the Contract Documents. However, neither the Engineer's
authority to act under this provision, nor any decision made by him in good faith either
to exercise or not to exercise such authority, shall give rise to any duty or responsibility
' of the Engineer to the Contractor, any Subcontractor, their respective Sureties, any of
their agents or employees, or any other person performing any of the Work.
27. DUTIES AND RESPONSIBILITIES OF THE ENGINEER
The Engineer will make periodic visits to the site of the Project to observe the progress
and quality of the Work and to determine, in general, if the Work is proceeding in
accordance with the intent of the Contract Documents. He shall not be required to make
comprehensive or continuous inspections to check quality or quantity of the Work, and
he shall not be responsible for construction means, methods, techniques, sequences, or
procedures, or for safety precautions and programs in connection with the Work. Visits
1 and observations made by the Engineer shall not relieve the Contractor of his obligation
to conduct comprehensive inspections of the Work and to furnish materials and perform
acceptable Work, and to provide adequate safety precautions, in conformance with the
intent of the Contract.
The Engineer will make decisions, in writing, on all claims of the Owner or the
Contractor arising from interpretation or execution of the Contract Documents. Such
decision shall be necessary before the Contractor can receive additional money under
the terms of the Contract. Changes in Work ordered by the Engineer will be made in
compliance with the Article titled, ALTERATIONS - CHANGES IN WORK.
One or more construction observers may be assigned to observe the Work for
compliance with the Contract Documents and to act in matters of construction under
this Contract. It is understood that such Construction observers shall have the power
' to issue instructions and make decisions within the limitations of the authority of the
Engineer. The Contractor shall furnish all reasonable assistance required by the
Engineer or construction observer for proper review of the Work.
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' 00700 - 7
I
Construction observers shall not have the power or authority to delete, increase, modify
' or otherwise change the requirements of the Contract Documents. The above -
mentioned observation shall not relieve the Contractor of his obligations to conduct
comprehensive inspections of the Work and to furnish materials and perform acceptable
' Work and to provide adequate safety precautions, in conformance with the intent of the
Contract.
28. REJECTED MATERIAL
Any material condemned or rejected by the Engineer or his authorized construction
observer because of nonconformity with the Contract Documents shall be removed at
once from the vicinity of the Work by the Contractor at his own expense, and the same
shall not be used on the Work.
29. UNNOTICED DEFECTS
Any defective Work or material that may be discovered by the Engineer before the final
acceptance of Work, or before final payment has been made, or during the guarantee
period, shall be removed and replaced by Work and materials which shall conform to
'the provisions of the Contract Documents. Failure on the part of the Engineer to
condemn or reject bad or inferior Work or materials shall not be construed to imply
acceptance of such Work or materials. The Owner shall reserve and retain all of its
rights and remedies at law against the Contractor and its surety for correction of any and
all latent defects discovered after the guarantee period.
30. RIGHT TO RETAIN IMPERFECT WORK
' If any part or portion of the Work done or material furnished under this Contract shall
prove defective and not in accordance with the Drawings and Specifications, and if the
imperfection in the same shall not be of sufficient magnitude or importance as to make
the Work dangerous or unsuitable, or if the removal of such Work will create conditions
be just and reasonable. The Owner shall also have the option to require, at no added
cost to the Owner, extended warranties, maintenance bonds, or other remedies to
' provide for repair or reconstruction of imperfect Work.
31. LINES AND GRADES
which are dangerous or undesirable, the Owner
shall
have
the right and authority to
retain such Work but shall make such deductions
in the
final
payment therefore as may
The Contractor shall stake -out Work for this Contract and set the lines and grades
necessary to complete the Work and shall keep the Engineer informed a reasonable time
in advance of the times and places at which he wishes to do Work in order that the
Engineer may review the lines and grades set by the Contractor and in order that the
Engineer may make the necessary measurements for payment to the Contractor.
' 00700-8
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All stakes, marks, and other information shall be carefully preserved by the Contractor,
and in case of their careless or unnecessary destruction or removal by him or his
employees, such stakes, marks, and other information will be replaced at the
Contractor's expense.
' Figured dimensions, when given in the Drawings, shall be accurately followed, even
though they may differ from scaled measurements. No Work shown on the Drawings,
' the dimensions of which are not figured, shall be executed until instructions have been
obtained from the Engineers as to the dimensions to be used. Large-scale and full-size
drawings shall be followed in preference to small-scale drawings. The Engineer will
' provide the Contractor with bench marks to be used to establish grades and will also
provide a baseline to be used to establish the proper lines. All Work done under this
Contract shall be done to the lines and grades shown on the Drawings. The Contractor
' shall stake -out Work for this Contract and set the lines and grades necessary to
complete the Work and shall keep the Engineer informed a reasonable time in advance
of the times and places at which he wishes to do Work in order that the Engineer may
review the lines and grades set by the Contractor and in order that the Engineer may
make the necessary measurements for payment to the Contractor.
' The Contractor shall furnish without charge competent persons from his force and such
tools, stakes, surveying instruments, and other materials as the Engineer may require
' for reviewing the Contractor's stake -out of the Work and in making measurements for
payment estimates or for surveys to establish temporary or permanent reference marks
in connection with said Work.
Any Work done without lines, grades, and levels being reviewed by the Engineer, or
other representative of the Engineer, may be ordered removed and replaced at the
Contractor's cost and expense. 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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32. SHOP DRAWING SUBMITTAL PROCEDURE
' The Contractor shall submit a sufficient number of copies to allow the Engineer to
retain four copies (2 for himself, 2 for the Owner) for review, such shop drawings,
' electrical diagrams, and catalog cuts for fabricated items and manufactured items
(including mechanical and electrical equipment) required for construction, except as
noted below.
Should the Contractor fail to submit acceptable shop drawings on the second submittal,
one copy will be returned to him and the cost of the Engineer's time to review
' subsequent submittals on the unacceptable item will be deducted from the Contractor's
monthly payment invoice. Shop drawings shall be submitted in sufficient time to allow
the Engineer not less than 20 regular working days per submittal for examining the shop
' drawings.
These shop drawings shall be accurate, distinct, and complete and shall contain all
required information, including satisfactory identification of items, units, and
assemblies in relation to the Contract Drawings and Specifications.
Unless otherwise approved by the Engineer, shop drawings shall be submitted only by
the Contractor, who shall indicate by a signed stamp on the shop drawings, or other
' approved means, that he (the Contractor) has checked the shop drawings, and that the
Work shown is in accordance with Contract requirements and has been checked for
dimensions and relationship with Work of all other trades involved.
The practice of submitting incomplete or unchecked shop drawings for the Engineer to
correct or finish will not be acceptable, and shop drawings which, in the opinion of the
' Engineer, clearly indicate that they have not been checked by the Contractor will be
considered as not complying with the intent of the Contract Documents and will be
returned to the Contractor for resubmission in the proper form.
When the shop drawings have been reviewed by the Engineer, two (2) sets of submittals
' will be returned to the Contractor appropriately stamped. If major changes or
corrections are necessary, the shop drawing may be rejected and one (1) set will be
returned to the Contractor with such changes or corrections indicated, and the
' Contractor shall correct and resubmit the shop drawings in quadruplicate, unless
otherwise directed by the Engineer. No changes shall be made by the Contractor to
resubmitted shop drawings other than those changes indicated by the Engineer, unless
' such changes are clearly described in a letter accompanying the resubmitted shop
drawings.
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The review of such shop drawings and catalog cuts by the Engineer shall not relieve the
Contractor from responsibility for correctness of dimensions, fabrication details, and
space requirements or for deviations from the Contract Drawings or Specifications
unless the Contractor has called attention to such deviations in writing by a letter
' accompanying the shop drawings and the Engineer approves the change or deviation
in writing at the time of submission; nor shall review by the Engineer relieve the
Contractor from the responsibility for errors in the shop drawings. When the Contractor
' does call such deviations to the attention of the Engineer, the Contractor shall state in
his letter whether or not such deviations involve any deduction or extra cost adjustment.
33. ADDITIONAL DETAIL DRAWINGS AND INSTRUCTIONS
The Engineer will furnish, with reasonable promptness, additional instructions by
' means of drawings or otherwise, if, in the Engineer's opinion, such are required for the
proper execution of the Work. All such drawings and instructions will be consistent
with the Contract Documents, true developments thereof, and reasonably inferable
therefrom.
' THE CONTRA CTOR AND HIS EMPLOYEES
34. INDEPENDENT CONTRACTOR
' The Contractor shall perform all Work under this Contract as an Independent Contractor
and shall not be considered as an agent of the Owner or of the Engineer, nor shall the
Contractor's subcontractors or employees be subagents of the Owner or of the Engineer.
The Contractor shall employee only employees who are competent and skillful in their
' respective line of work, and local labor shall be given preference. Whenever the
Engineer or the Owner notify the Contractor that any person on this work is, in their
opinion, incompetent, disorderly, or refuses to carry out the provisions of this Contract,
or uses threatening or abusive language to any person representing the Owner on the
work or is otherwise unsatisfactory, such person shall be immediately discharged from
the Project and shall not be re-employed thereon except with the consent of the
'Engineer by the Owner.
' 35. SUBCONTRACTING
Within 30 days after the execution of the Contract, the Contractor shall submit to the
' Engineer the names of all subcontractors proposed for the Work, including the names
of any subcontractors that were submitted with the Bid. The Contractor shall not
employ any subcontractors that the Engineer may object to as lacking capability to
properly perform Work of the type and scope anticipated. No changes will be allowed
from the approved subcontractor list without written approval of the Engineer.
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The Contractor agrees that he is as fully responsible to the Owner for the acts and
' omissions of his subcontractors and of persons either directly or indirectly employed
by them as he is for the acts and omissions of persons directly employed by him.
Nothing contained in the Contract Documents shall create any contractual relation
' between any subcontractor and the Owner.
36. INSURANCE AND LIABILITY
A. 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 certificates of insurance specified herein showing the type, amount, class
' of operations covered, effective dates, and date of expiration of policies. Each
certificate shall contain a provision or endorsement that the coverage afforded will not
be canceled, materially changed, or renewal refused until at least thirty days prior
' written notice has been given to 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.
' All insurance contracts and certificates shall be executed by a licensed resident agent
of the insurance company, having his place of business in the State of Arkansas, and in
' all ways complying with the insurance laws of the State of Arkansas. Further, the said
insurance company shall be duly licensed and qualified to do business in the State of
' Arkansas.
B. 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.
C. 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 Liability Insurance in an amount not less than
$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
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require the subcontractor similarly to provide Workmen's Compensation and
Employer's Liability Insurance for all of the latter'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 Harborworker's
' Act and the Federal Jones Act when applicable. Employer's Liability Insurance shall
be extended to include waiver of subrogation to the Owner.
D. GENERAL LIABILITY INSURANCE
The Contractor shall maintain during the life of this Contract such independent
' contractor's 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
' "X, C, and U." The certificate of insurance shall explicitly waive X, C, and U
exclusions. Amount of insurance to be provided shall be as shown below:
II) Contractor's Comprehensive General Liability Insurance
General Aggregate: Not less than $2,000,000
Completed Operations Aggregate: Not less than $2,000,000
' Each Occurrence of Personal Injury or Property Damage: Not less than
$1,000,000 Combined Single Limit
2) Contractor's Comprehensive Automobile Liability Insurance
Shall include Personal Injury and Property Damage coverage for "Any Auto",
"Hired Autos", and "Non -Owned Auto" at a Combined Single Limit of not less
'than $1,000,000.
3) Contractor's Excess Umbrella Policy: $1,000,000 limit of liability policy shall
be provided.
' In the event any Work under this Contract is performed by a subcontractor, the
Contractor shall be responsible for any liability directly or indirectly arising out of the
Work performed under this Contract by a subcontractor, which liability is not covered
by the subcontractor's insurance.
The Contractor's and any subcontractor's general liability and automobile liability
insurance policies shall include the Owner and Engineer, their officers, agents, and
employees as additional insureds for any claims arising out of Work performed under
this Contract. Certificates of insurance shall explicitly name the Owner and Engineer
' as additional insureds. Inclusion of either party as "certificate holder" does not meet
this requirement.
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E. PROPERTY INSURANCE
' Unless otherwise modified in the Supplementary Conditions, the Contractor shall
secure and maintain during the life of this Contract, property insurance upon the Work
at the site in the amount of the full replacement cost thereof. This insurance shall:
1) include the interests of the Contractor, subcontractors, and the Owner as such
interests may appear;
2) be written on a Builder's Risk "all risk" or open peril or special causes of loss
policy form that shall at least include insurance for physical loss or damage to the
Work, temporary facilities, falsework, and Work in transit. The policy shall insure
against at least the following perils: fire, lightning, theft, vandalism and malicious
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mischief, earthquake, collapse, debris removal occasioned by enforcement of Laws and
Regulations, water damage, and other such perils as may be specifically required by
' the Supplementary Conditions or Basic Requirements;
3) include expenses incurred in the repair, replacement, redesign, or reinspection of
any insured property; and
4) cover materials and equipment stored at the site, or at another location that was
agreed to in writing by the Owner, prior to being incorporated in the Work.
F. OWNER'S AND CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE (OCP
INSURANCE)
The Contractor shall, at his expense, provide the Owner with a separate OCP Insurance
' Policy naming the Owner as the Insured and the Engineer as Additional Insured under
that policy, said policy to protect said parties from claims which may arise from
operations under the Contract. It is understood that the coverage shall apply to all
authorized representatives of the said parties. The limits of policy coverage shall be:
General Aggregate: Not less than $2,000,000
Each Occurrence of Personal Injury or Property Damage: Not less than $1,000,000
Combined Single Limit
G. 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 be provided as set forth in the Supplementary
Conditions.
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H. NO PERSONAL LIABILITY OF PUBLIC OFFICIALS
' In carrying out any of the provisions hereof in exercising any authority granted by the
Contract, there will be no personal liability upon any public official.
I37. 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 attorneys' 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 (1) 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 any of them or anyone for whose acts any of them may be liable, provided that
such claims, damages, losses, and expenses are not approximately caused by the negligence of
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any indemnitee in the design, or by the sole negligence of any indemnitee in the inspection of
the Work that is the subject of this construction Contract.
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.
38. TAXES AND CHARGES
The Contractor shall withhold and pay any and all sales and use taxes, including any and all
change of taxes thereof, and all withholding taxes, whether state or federal, and pay all Social
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Security charges and also all State Unemployment Compensation charges, and pay or cause to
be withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which
are now or may hereafter be required to be paid or withheld under any laws.
39. ORDINANCES, PERMITS, AND LICENSES
The Contractor shall keep himself fully informed of all local ordinances, as well as state and
federal laws, which in any manner affect the Work herein specified. The Contractor shall at
all times comply with said ordinances, laws, and regulations, and protect and indemnify the
Owner, the Engineer and their respective employees, and its officers and agents against any
claim or liability arising from or based on the violation of any such laws, ordinances, or
regulations up to the amount of the Contract Price. All permits, licenses, and inspection fees
necessary for prosecution and completion of the Work shall be secured and paid for by the
Contractor, unless otherwise specified.
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The Contractor shall observe and comply with all applicable local, state, and federal
occupational safety and health regulations during the prosecution of Work under this Contract.
In addition, full compliance by the Contractor with the U. S. Department of Labor's
Occupational Safety and Health Standards, as established in Public Law 91-596, will be
required under the terms of this Contract.
40. SUPERINTENDENCE
The Contractor shall keep on the Work, during its progress, competent supervisory personnel.
The Contractor shall designate, in writing, before starting Work, one authorized representative
who shall have complete authority to represent and to act for the Contractor. The Contractor
shall give efficient supervision to the Work, using his best skill and attention. The Contractor
shall be solely responsible for all construction means, methods, techniques, and procedures, and
for providing adequate safety precautions and coordinating all portions of the Work under the
Contract. It is specifically understood and agreed that the Engineer, its employees and agents,
shall not have control or charge of and shall not be responsible for the construction means,
methods, techniques, procedures, or for providing adequate safety precautions in connection
with the Work under the Contract.
' 41. RECEPTION OF ENGINEER'S DIRECTIONS
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The superintendent, or other duly authorized representative of the Contractor, shall represent
the Contractor in all directions given to him by the Engineer. Such directions of major
importance will be confirmed in writing. Any direction will be so confirmed, in each case, on
written request from the Contractor.
42. SANITATION
Sanitary conveniences conforming to state and local codes shall be erected and maintained by
the Contractor at all times while workers are employed on the Work. The sanitary convenience
facilities shall be as approved by the Engineer.
43. EMPLOYEES
The Contractor shall employ only men or women who are competent and skillful in their
respective line of work. Whenever the Engineer or Owner shall notify the Contractor that any
person on the Work is, in their opinion, incompetent, unfaithful, or disorderly or refuses to
carry out the provisions of this Contract or uses threatening or abusive language to any person
representing the Owner on the Work, or is otherwise unsatisfactory, such person shall be
immediately discharged from the Project and shall not be re-employed thereon except with the
consent of the Engineer by the Owner.
' 44. PROJECT MEETINGS
' The Engineer may conduct Project meetings, as he deems necessary, for the purposes of
discussing and resolving matters concerning the various elements of the Work. Time and place
for these meetings and the names of persons required to be present shall be as directed by the
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Engineer. Contractor shall comply with these attendance requirements and shall also require
' his subcontractors to comply.
45. SAFETY
' The Contractor shall be solely and completely responsible for conditions of the job site,
including safety of all persons (including employees) and property during performance of the
Work. This requirement shall apply continuously and not be limited to normal working hours.
Safety provisions shall conform to U. S. Department of Labor (OSHA); the State Labor
Department Laws; all other applicable federal, state, county, and local laws, ordinances, and
1 codes; the requirements set forth below; and any regulations that may be detailed in other parts
of these Documents. Where any of these are in conflict, the more stringent requirement shall
be followed. The Contractor's failure to thoroughly familiarize himself with the
' aforementioned safety provisions shall not relieve him from compliance with the obligations
and penalties set forth herein.
' The Contractor shall develop and maintain for the duration of this Contract, a safety program
that will effectively incorporate and implement all required safety provisions. The Contractor
shall appoint an employee who is qualified and authorized to supervise and enforce compliance
with the safety program.
The duty of the Engineer to conduct construction review of the Contractor's performance is not
intended to include a review or approval of the adequacy of the Contractor's safety supervisor,
• the safety program, or any safety measures taken in, on, or near the construction site.
' The Contractor, as a part of his safety program, shall maintain at his office or other well-known
place at the job site, safety equipment applicable to the Work as prescribed by the
' aforementioned authorities, all articles necessary for giving first aid to the injured, and shall
establish the procedure for the immediate removal to a hospital or a doctor's care of persons
(including employees) who may be injured on the job site.
' If death or serious injuries or serious damages are caused, the accident shall be reported
immediately by telephone or messenger to both the Engineer and the Owner. In addition, the
' Contractor must promptly report in writing to the Engineer all accidents whatsoever arising out
of, or in connection with, the performance of the Work whether on, or adjacent to, the site,
' giving full details and statements of witnesses.
If a claim is made by anyone against the Contractor or any subcontractor on account of any
accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full
details of the claim.
' 46. CONTRACTOR'S TOOLS AND EQUIPMENT
The Contractor's tools and equipment used on the Work shall be furnished in sufficient quantity
and of a capacity and type that will safely perform the Work specified, and shall be maintained
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and used in a manner that will not create a hazard to persons or property, or cause a delay in the
progress of the Work.
47. PROTECTION OF WORK AND PROPERTY
The Contractor shall at all times safely guard the Owner's property from injury or loss in
connection with this Contract. The Contractor shall at all times safely guard and protect from
damage his own Work, and that of adjacent property (as provided by law and the Contract
Documents). All passageways, guard fences, lights, and other facilities required for protection
by federal, state, or municipal laws and regulations and local conditions, must be provided and
maintained.
The Contractor shall protect his Work and materials from damage due to the nature of the
Work, the elements, carelessness of other Contractors, or from any cause whatever until the
completion and acceptance of the Work. All loss or damages arising out of the nature of the
Work to be done under these Contract Documents, or from any unforeseen obstruction or
defects which may be encountered in the prosecution of the Work, or from the action of the
elements, shall be sustained by the Contractor.
In addition, the Contractor shall take special precautions to prevent the "flotation" of all tanks
and structures prior to their final acceptance and filling for beneficial use. The Contract price
shall include all costs associated with such special precautions.
Also, the Contractor shall not load or permit any part of any structure to be loaded with a
weight that will endanger its safety or its structural integrity.
48. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY
In case of an emergency which threatens loss or injury of property, and/or safety of life, the
Contractor shall act, without previous instructions from the Owner or Engineer, as the situation
may warrant. The Contractor shall notify the Engineer thereof immediately thereafter. Any
claim for compensation by the Contractor, together with substantiating documents in regard to
expense, shall be submitted to the Owner through the Engineer and the amount of compensation
shall be determined by agreement.
49. MATERIALS AND APPLIANCES
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water,
tools, equipment, light, power, transportation, and other facilities necessary for the execution
and completion of the Work.
' Unless otherwise specified, all materials shall be new, and both workmanship and materials
shall be of good quality. The Contractor shall, if required, furnish satisfactory evidence as to
the kind and quality of materials.
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In selecting and/or approving equipment for installation in the Project, the Owner and Engineer
assume no responsibility for injury or claims resulting from failure of the equipment to comply
with applicable national, state, and local safety codes or requirements, or the safety
requirements of a recognized agency, or failure due to faulty design concepts, or defective
workmanship and materials.
50. CONTRACTORS' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFETY,
OSHA, AND OTHER CODE REQUIREMENTS
The completed Work shall include all necessary permanent safety devices, such as machinery
guards and similar ordinary safety items required by the state and federal (OSHA) industrial
authorities and applicable local and national codes. Further, any features of the Work
(including Owner -selected equipment) subject to such safety regulations shall be fabricated,
furnished, and installed in compliance with these requirements. Contractors and manufacturers
of equipment shall be held responsible for compliance with the requirements included herein.
Contractors shall notify all equipment suppliers and subcontractors of the provisions of this
Article.
51. SUBSTITUTION OF MATERIALS
Except for Owner -selected equipment items and items where no substitution is clearly
specified, whenever any material, article, device, product, fixture, form, type of construction,
or process is indicated or specified by patent or proprietary name, by name of manufacturer, or
by catalog number, such specifications shall be deemed to be used for the purpose of
establishing a standard of quality and facilitating the description of the material or process
desired. This procedure is not to be construed as eliminating from competition other products
of equal or better quality by other manufacturers where fully suitable in design, and shall be
deemed to be followed by the words "or equal". The Bidder may, in such cases, submit
complete data to the Engineer (with his Bid, as stipulated hereinbefore) for consideration of
another material, type, or process which shall be substantially equal in every respect to that so
indicated or specified. Substitute materials shall not be used unless approved in writing. The
Owner or his authorized agent will be the sole judge of the substituted article or material.
52. TESTS, SAMPLES, AND INSPECTIONS
The Contractor shall furnish, without extra charge, the necessary test pieces and samples,
including facilities and labor for obtaining the same, as requested by the Engineer. When
required, the Contractor shall furnish certificates of tests of materials and equipment made at
' the point of manufacture by a recognized testing laboratory.
The Owner, Engineer, authorized government agents, and their representatives shall at all times
' be provided safe access to the Work wherever it is in preparation or progress, and the
Contractor shall provide facilities for such access and for inspection, including maintenance of
temporary and permanent access.
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If the Specifications, the Engineer's instructions, laws, ordinances, or any public authority
' require any Work to be specially tested or approved, the Contractor shall give timely notice of
its readiness for inspection. Inspections to be conducted by the Engineer will be promptly
made, and where practicable, at the source of supply. If any Work should be covered up
' without approval or consent of the Engineer, it shall be uncovered for examination at the
Contractor's expense.
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53. ROYALTIES AND PATENTS
The Contractor shall pay all royalty and license fees, unless otherwise specified. The
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Contractor shall defend all suits or claims for infringement of any patent rights and shall save
the Owner and the Engineer harmless from any and all loss, including reasonable attorneys'
fees, on account thereof, up to the amount of the Contract Price.
54. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT
If the Work should be stopped under an order of any court or other public authority for a period
of more than 3 months, through no act or fault of the Contractor, its Subcontractors, or
respective employees or agents, then the Contractor may, upon 15 days' written notice to the
' Owner and the Engineer, if said default has not been cured, stop Work or terminate this
Contract and recover from the Owner payment for the reasonable value of Work performed.
' 55. CORRECTION OF DEFECTIVE WORK FOUND DURING WARRANTY PERIOD
The Contractor hereby agrees to make, at his own expense, all repairs or replacements
necessitated by defects in materials or workmanship, supplied under terms of this Contract, and
pay for any damage to other works resulting from such defects, which become evident within
' 1 year after the date of final acceptance of the Work or within 1 year after the date of substantial
completion established by the Engineer for specified items of equipment, or within such longer
period of time as may be prescribed by law or by the terms of any applicable special guarantee
' required by the Contract Documents. The Contractor further assumes responsibility for a
similar guarantee for all Work and materials provided by subcontractors or manufacturers of
packaged equipment components.
The effective date for the start of the guarantee or warranty period for equipment qualifying as
substantially complete is defined in Article 16, SUBSTANTIAL COMPLETION, and Article
' 67, SUBSTANTIAL COMPLETION DATE, in these General Conditions. The Contractor also
agrees to hold the Owner and the Engineer harmless from liability of any kind arising from
' damage due to said defects. The Contractor shall make all repairs and replacements promptly
upon receipt of written order for same from the Owner.
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If the Contractor fails to make the repairs and replacements promptly, the Owner may do the
' Work, and the Contractor and his Surety shall be liable for the cost thereof. Any additional
requirements for the Project relative to correction of defective Work after final acceptance are
set forth in the Supplementary Conditions.
' PROGRESS OF THE WORK
' 56. BEGINNING OF THE WORK
Before Work shall be started and materials ordered, the Contractor shall meet and consult with
' the Owner and/or Engineer relative to materials, equipment, and all arrangements for
prosecuting the Work.
' 57. SCHEDULES AND PROGRESS REPORTS
The Contractor shall submit to the Owner such schedule of quantities and costs, progress
' schedules, payrolls, reports, records, and other data as the Owner may request concerning Work
performed or to be performed under this Contract.
' Construction Schedule Requirements: The Contractor shall comply with the following
requirements concerning construction scheduling and payments:
' The Contractor shall submit a construction schedule of the bar graph type (or other
approved type) prior to the preconstruction conference showing the following
information as a minimum:
a. Date of Notice to Proceed with Contract Work.
b. Actual date construction is scheduled to start if different from the date of Notice
to Proceed.
' c. Contract completion date.
' d. Beginning and completion dates for each phase of Work.
e. The dates at which special detail drawings are required.
f. Respective dates for submission of shop drawings and the beginning of
' manufacture, the testing of, and the installation of materials, supplies, and
equipment.
g. All construction milestone dates.
h. A separate graph showing Work placement in dollars versus Contract time.
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The schedule shall incorporate approved Contract changes: The schedule shall be maintained
in an up-to-date condition monthly and shall be available for inspection at the construction site
at all times.
The construction schedule shall be submitted in conjunction with and/or in addition to any other
requirements concerning schedules within these Specifications.
The construction schedule shall be updated and submitted with each monthly request for
payment. Should the Contractor fall behind said schedule, he shall present in writing to the
owner a revised plan of action to complete the project on time. Methods may include, but are
not limited to additional manpower, equipment, working overtime, etc.. As may be required.
Also, the construction schedule shall be revised accordingly. Failure to submit such revised
construction schedule and written explanation shall be reason to withhold payment entirely or
reduce payment substantially.
58. PROSECUTION OF THE WORK
It is expressly understood and agreed that the time of beginning, rate of progress, and time of
completion of the Work are the essence of this Contract. The Work shall be prosecuted at such
time, and in or on such part or parts of the Project as may be required, to complete the Project
as contemplated in the Contract Documents and the approved construction schedule.
Regular Work hours shall be from 7:00 a.m. to 6:00 p.m. Monday through Friday. No Work
requiring the presence of the Engineer's representative will be performed outside of regular
Work hours.
The cost of additional engineering services will be based upon actual hours worked (labor cost
x 3) plus out-of-pocket expenses such as lodging, mileage, materials, etc. Otherwise, the
Contractor may perform clean-up work only outside of regular hours (including Saturdays and
Sundays). No Work will be accomplished on holidays.
59. ASSIGNMENT
Neither party to the Contract shall assign the Contract or sublet it as a whole, without the
written consent of the other, nor shall the Contractor assign any monies due or to become due
to him hereunder without the previous written consent of the Owner.
60. OWNER'S RIGHT TO DO WORK
If the Contractor should, in the opinion of the Engineer, neglect to prosecute the Work properly
or should neglect or refuse at his own cost to take up and replace Work as shall have been
rejected by the Engineer, then the Owner shall notify the Surety of the condition, and after 10
days' written notice to the Contractor and the Surety, or without notice if an emergency or
danger to the Work or public exists, and without prejudice to any other right which the Owner
may have under the Contract, take over that portion of the work which has been improperly
executed or uncompleted, and make good the deficiencies and deduct the cost thereof from the
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payments then or thereafter due the Contractor, and if such payments are not sufficient thereof,
charge the cost to the Contractor and its surety.
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OWNER'S RIGHT TO TRANSFER EMPLOYMENT
If the Contractor should abandon the Work or should be adjudged bankrupt, or if he should
make a general assignment for the benefit of his creditors, or if a receiver should be appointed
on account of his insolvency, or if he should persistently or repeatedly refuse or should fail,
except in cases for which extension of time is provided, to supply enough properly skilled
workers or proper materials, or if he should fail to make prompt payment to subcontractors for
material or labor, or persistently disregard laws, ordinances, or the instructions of the Engineer,
or otherwise be guilty of a substantial violation of any provision of the Contract or any laws or
ordinance. The Owner may, without prejudice to any other right or remedy, and after giving
the Contractor and Surety 7 days' written notice, transfer the employment for said Work from
the Contractor to the Surety. Upon receipt of such notice, such Surety shall enter upon the
premises and take possession of all materials, tools, and appliances thereon for the purpose of
completing the Work included under this Contract and employ, by Contract or otherwise, any
qualified person or persons to finish the Work and provide the materials therefore, in
accordance with the Contract Documents, without termination of the continuing full force and
effect of this Contract.
In case of such transfer of employment to such Surety, the Surety shall be paid in its own name
on estimates according to the terms hereof without any right of the Contractor to make any
claim for the same or any part thereof.
If after the furnishing of said written notice to the Surety, the Contractor and the Surety still fail
to make reasonable progress on the performance of the Work, the Owner may terminate the
employment of the Contractor and take possession of the premises and of all materials, tools,
and appliances thereon and finish the Work by whatever method he may deem expedient and
charge the cost thereof to the Contractor and Surety. In such case, the Contractor shall not be
entitled to receive any further payment until the Work is finished. If the expense of completing
the Contract, including compensation for additional managerial and administrative services,
shall exceed such unpaid balance, the Contractor and the Surety shall pay the difference to the
Owner.
OWNER'S RIGHT TO SUSPEND OR TERMINATE WORK
Owner may suspend work under the following conditions:
At any time and without cause, Owner may suspend the Work or any portion thereof for a
period of not more than ninety days by notice in writing to Contractor and Engineer which will
fix the date on which Work will be resumed. Contractor shall resume the Work on the date so
fixed. Contractor shall be allowed an adjustment in the Contract Price or an extension of the
Contract Times, or both, directly attributable to any such suspension if Contract makes an
approved claim therefor as provided in per the General Conditions.
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Owner may terminate:
Upon the occurrence of any one or more of the following events:
I. If Contractor persistently fails to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment or failure to adhere to the progress schedule established
in the Contract Documents.
2. If Contractor disregards Laws or Regulations of any public body having jurisdiction.
3. If Contractor disregards the authority of the Engineers.
4. If Contractor otherwise violates in any substantial way any provisions of the Contract
Documents.
Owner may, after giving Contractor (and the surety, if any) seven days' written notice and to
the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude
Contractor from the site and take possession of the Work and of all Contractor's tools,
appliances, construction equipment, and machinery at the site and use the same to the full
extent they could be used by Contractor (without liability to Contractor for trespass or
conversion), incorporate in the Work all materials and equipment stored at the site or for which
Owner has paid Contractor but which are stored elsewhere, and finish the Work as Owner may
deem expedient.
In such case Contractor shall not be entitled to receive any further payment until the Work is
finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and
damages sustained by Owner arising out of or resulting from completing the Work such excess
will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid
balance, Contractor shall pay the difference to Owner. Such claims, costs, losses and damages
incurred by Owner will be reviewed by Engineer as to their reasonableness and when so
approved by Engineer incorporated in a Change Order, provided that when exercising any
rights or remedies under the paragraph Owner shall not be required to obtain the lowest price
for the Work performed.
Where Contractor's services have been so terminated by Owner, the termination will not affect
any rights or remedies of Owner against Contractor then existing or which may thereafter
accrue. Any retention or payment of moneys due Contractor by Owner will not release
Contractor from liability.
' Upon seven days' written notice to Contractor and Engineer, Owner may, without cause and
without prejudice to any other right or remedy of Owner, elect to terminate the Contract. In
such case, Contractor shall be paid (without duplication of any items):
II. For completed and acceptable Work executed in accordance with the Contract
Documents prior to the effective date of termination, including fair and reasonable sums
for overhead and profit on such Work.
2. For expenses sustained prior to the effective date of termination in performing services
and furnishing labor, materials or equipment as required by the Contract Documents in
connection with uncompleted Work, plus fair and reasonable sums for overhead and
' profit on such expenses.
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3. For all claims, costs, losses and damages incurred in settlement of terminated contracts
with Subcontractors, Suppliers and others.
4. For reasonable expenses directly attributable to termination.
Contractor shall not be paid on account of loss of anticipated profits or revenue or other
economic loss arising out of or resulting from such termination.
63. DELAYS AND EXTENSION OF TIME
If the Contractor is delayed in the progress of the Work by any separate Contractor employed
by the Owner, or by strikes, lockouts, fire, excessive adverse weather conditions not reasonably
anticipated (on the basis of official weather records from the past ten years, minimum, from the
locality involved), or acts of God, the Contractor shall, within 48 hours of the start of the
occurrence, give written notice to the Owner of the cause of the potential delay and estimate
the possible time extension involved, and within 7 days after the cause of delay has been
remedied, the Contractor shall given written notice to the Owner of any actual time extension
requested as a result of the aforementioned occurrence; then the Contract time may be extended
by Change Order for such reasonable time as the Engineer determines.
It is agreed that no claim shall be made or allowed for any damages which may arise out of any
delay caused by the above referenced acts or occurrences, other than claims for the appropriate
extension of time.
No extension of time will be granted to the Contractor for delays occurring to parts of the Work
• that have no measurable impact on the completion of the total Work under this Contract; nor
' will extension of time be granted for delays to parts of Work that are not located on the critical
path if the Critical Path Method (CPM) is used for scheduling the Work.
No extension of time will be considered for weather conditions normal to the area in which the
Work is being performed. Unusual weather conditions, if determined by the Engineer to be of
a severity that would stop all progress of the Work, may be considered as cause for an extension
' of Contract completion time. The Contractor shall provide official documentation of weather
conditions experienced versus those anticipated as described above.
Delays in delivery of equipment or material purchased by the Contractor or his subcontractors
(including Owner -selected equipment) shall not be considered as a just cause for delay. The
' Contractor shall be fully responsible for the timely ordering, scheduling, expediting, delivery,
and installation of all equipment and materials.
Within a reasonable period after the Contractor submits to the Owner a written request for an
extension of time, the Engineer will present his written opinion to the Owner as to whether an
extension of time is justified, and, if so, his recommendation as to the number of days for time
extension. The Owner will make the final decision on all requests for extension of time.
In no event shall the Contractor be entitled under this Contract to collect or recover any
damages,
loss,
or expense incurred by
any delay other than as caused by the Owner, as
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stipulated
in the
Article titled, NOTICE
OF CLAIM FOR DELAY.
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The Contractor agrees that said Work shall be prosecuted regularly, diligently, and
' uninterruptedly at such rate or progress as will insure full completion thereof within the time
specified. It is expressly understood and agreed, by and between the Contractor and the Owner,
that the time for the completion of the Work described herein is a reasonable time for the
completion of the same, taking into consideration the average climatic range and usual
construction conditions prevailing in this locality.
64. LIQUIDATED DAMAGES
The Work shall begin at the time stated in the Notice to Proceed issued by the Owner to the
Contractor and shall be completed within the number of consecutive calendar days, or by the
calendar date, stated in the accepted Bid and Contract. The time shall be computed from and
including the date stated in the Notice to Proceed. It is agreed that time is of the essence of this
Contract.
If the Contractor shall neglect, fail, or refuse to complete the Work within the time herein
specified, or any proper extension thereof granted by the Owner, then the Contractor does
hereby agree, as a part consideration for the awarding of this Contract, a penalty put as
liquidated damages for such breach of Contract, as hereinafter set forth, for each and every
calendar day that the Contractor shall be in default after the time stipulated in the Contract for
completing the Work.
• The said amount is fixed and agreed upon by and between the Contractor and the Owner
' because of the impracticability and extreme difficulty of fixing and ascertaining the actual
damages which the Owner would in such event sustain, and said amount shall be retained from
time to time by the Owner from current periodic pay estimates.
65. OTHER CONTRACTS
' The Owner reserves the right to award other Contracts in connection with the Work. The
Contractor shall afford other Contractors reasonable opportunity for the introduction and
storage of their materials and the execution of their Work and shall properly connect and
coordinate his Work with theirs.
' If any part of the Work under this Contract depends on the prior acceptable completion of Work
by others under separate Contract(s), the Contractor shall inspect and promptly report to the
Engineer any defects in such Work that would adversely affect the satisfactory completion of
' the Work under this Contract. The Contractor's failure to so inspect and report shall constitute
acceptance of the Work by others as being suitable for the proper reception and completion of
the Work under this Contract, excluding, however, those defects in the Work by others that
occur after the satisfactory completion of the Work specified hereunder.
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66. USE OF PREMISES
The Contractor shall confine his equipment, the storage of materials, and the operation of his
workers to limits shown on the Drawings or indicated by law, ordinances, permits, or directions
of the Engineer, and shall not unreasonably encumber the premises with his materials. The
Contractor shall provide, at his own expense, the necessary rights -of -way and access to the
Work which may be required outside the limits of the Owner's property.
67. SUBSTANTIAL COMPLETION DATE
The Engineer may, at his sole discretion, issue a written notice of substantial completion for
the purpose of establishing the starting date for specific equipment guarantees, and to establish
the date that the Owner will assume the responsibility for the cost of operating such equipment.
Said notice shall not be considered as final acceptance of any portion of the Work or relieve the
Contractor from completing the remaining Work within the specified time and in full
compliance with the Contract Documents.
Such substantial completion shall not relieve Contractor from liquidated damages should the
Owner have added costs after the completion date, i.e., if additional construction observation,
interest paid, loss of revenue, or other expenses continue to be charged to the Owner.
Substantial completion of an operating facility shall be that degree of completion that will
provide a minimum of 7 continuous work days of successful operation in which all performance
and acceptance testing has been successfully demonstrated to the Engineer. All equipment
contained in the Work, plus all other components necessary to enable the Owner to operate the
facility in the manner that was intended, shall be complete on the substantial completion date.
See "SUBSTANTIAL COMPLETION" under Article DEFINITIONS, of these General
Conditions.
68. PERFORMANCE TESTING
Operating equipment and systems shall be performance tested in the presence of the Engineer
to demonstrate compliance with the specified requirements. Performance testing shall be
conducted under the specified design operating conditions or under such simulated operating
conditions as recommended or approved by the Engineer. Schedule such testing with the
Engineer at least I week in advance of the planned date for testing.
69. OWNER'S USE OF PORTIONS OF THE WORK
The Owner shall have the right to take possession of and use any completed or partially
completed portions of the Work. Such use shall not be considered as final acceptance of any
portion of the Work, nor shall such use be considered as cause for an extension of the Contract
completion time, unless authorized by a Change Order issued by the Owner.
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70. CUTTING AND PATCHING
The Contractor shall do all cutting, fitting, or patching of his Work that may be required to
make its several parts come together properly and fit it to receive or be received by Work of
other Contractors shown upon or reasonably implied by the Drawings. Any defective Work
or material, performed or furnished by the Contractor, that may be discovered by the Engineer
before the final acceptance of the Work or before final payment has been made, shall be
removed and replaced or patched, in a manner as approved by the Engineer at the expense of
the Contractor.
71. CLEANING UP
The Contractor shall, at all times, at his own expense, keep property on which Work is in
progress and the adjacent property free from accumulations of waste material or rubbish caused
by employees or by the Work. Upon completion of the construction, the Contractor shall, at
his own expense, remove all temporary structures, rubbish, and waste materials resulting from
his operations.
PAYMENT
72. PAYMENT FOR CHANGE ORDERS
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Payment or credit for any alterations covered by a Change Order shall be determined by one
or a combination of the methods set forth in A, B, or C below as applicable:
A. UNIT PRICES. If applicable, those unit prices stipulated in the Bid, shall be utilized.
If such Unit Prices are not applicable, the Contractor and Owner may utilize Unit Prices
as mutually agreed upon.
B. LUMP SUM. A total lump sum for the Work may be negotiated as mutually agreed
upon by the Contractor and Owner.
In "A" and "B" above, Contractor's quotations for Change Orders shall be in writing and firm
for a period of 90 days. Any compensation paid in conjunction with the terms of a Change
Order shall comprise total compensation due the Contractor for the Work or alteration defined
in the Change Order.
By signing the Change Order, the Contractor acknowledges that the stipulated compensation
includes payment for the Work or alteration plus all payment for the interruption of schedules,
extended overhead, delay or any other impact claim or ripple effect, and by such signing
specifically waives any reservation or claim for additional compensation in respect to the
subject of the Change Order.
The Owner's request for quotations on alterations to the Work shall not be considered
authorization to proceed with the Work prior to the issuance of a formal Change Order, nor
shall such request justify any delay in existing Work. Lump sum quotations for alterations to
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the Work shall include substantiating documentation with an itemized breakdown of Contractor
and subcontractor costs, including labor, material, rentals, approved services, overhead, and
profit calculated as specified under "C" below.
C. FORCE ACCOUNT WORK. If the method of payment cannot be agreed upon prior to
the beginning of the Work, and the Owner or the Engineer directs that the Work be done
by written Change Order or on a force account basis, then the Contractor shall furnish
labor, equipment, and materials necessary to complete the Work in a satisfactory manner
and within a reasonable period of time. For the Work performed, payment will be made
for the documented actual cost of the following:
1) Labor, including foremen, who are directly assigned to the force account Work:
(actual payroll cost, including wages, fringe benefits as established by negotiated
labor agreements, labor insurance, and labor taxes as established by law). No
other fixed labor burdens will be considered, unless approved in writing by the
Owner.
2) Material delivered and used on the designated Work, including sales tax, if paid
for by the Contractor or his subcontractor.
3) Rental, or equivalent rental cost of equipment, including necessary transportation
for items having a value in excess of $100.
4) Additional bond, as required and approved by the Owner.
5) Additional insurance (other than labor insurance) as required and approved by the
Owner.
To costs under 72C, FORCE ACCOUNT WORK, there shall be added the following
fixed fees for the Contractor or subcontractor actually performing the Work:
A fixed fee not to exceed 15 percent of the cost of all items above.
The added fixed fees shall be considered to be full compensation, covering the cost of
general supervision, overhead, profit, and any other general expense.
The Owner reserves the right to furnish such materials and equipment as he deems
expedient, and the Contractor shall have no claim for profit or added fees on the cost of
such materials and equipment.
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For equipment under Item 3 above, rental or equivalent rental cost will be allowed for
only those days or hours during which the equipment is in actual use. Rental and
transportation allowances shall not exceed the current rental rates prevailing in the
locality. The rentals allowed for equipment will, in all cases, be understood to cover all
fuel, supplies, repairs, and renewals, and no further allowances will be made for those
items, unless specific agreement to that effect is made.
The Contractor shall maintain his records in such a manner as to provide a clear
distinction between the direct costs of Work paid for on a force account basis and the
costs of other operations. The Contractor shall furnish the Engineer report sheets in
duplicate of each day's force account Work no later than the working day following the
performance of said Work. The daily report sheets shall itemize the materials used, and
shall cover the direct cost of labor and the charges for equipment rental, whether
furnished by the Contractor, subcontractor, or other forces.
The daily report sheets shall provide names or identifications and classifications of
workers, the hourly rate of pay and hours worked, and also the size, type, and
identification number of equipment and hours operated.
Material charges shall be substantiated by valid copies of vendors' invoices. Such
invoices shall be submitted with the daily report sheets, or, if not available, they shall be
submitted with subsequent daily report sheets. Said daily report sheets shall be signed
by the Contractor or his authorized agent.
To receive partial payments and final payment for force account Work, the Contractor
shall submit in a manner approved by the Engineer, detailed and complete documented
verification of the Contractor's and any of his subcontractors' actual current costs
involved in the force account Work pursuant to the issuance of an approved Change
Order. Such costs shall be submitted within 30 days after said Work has been performed.
No payment will be made for Work billed and submitted to the Engineer after the 30 -day
period has expired. No extra or additional Work shall be performed by the Contractor,
except in an emergency endangering life or property, unless in pursuance of a written
Change Order, as provided in ALTERATIONS -CHANCES IN WORK.
' 00700-30
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73. PARTIAL PAYMENTS
A. GENERAL
Nothing contained in this Article shall be construed to affect the right, hereby reserved,
to reject the whole or any part of the aforesaid Work, should such Work be later found
not to comply with the provisions of the Contract Documents. All estimated quantities
' of Work for which partial payments have been made are subject to review and correction
on the final estimate. Payment by the Owner and acceptance by the Contractor of partial
payments based on periodic estimates of quantities of Work performed shall not, in any
' way, constitute acceptance of the estimated quantities used as the basis for computing the
amounts of the partial payments. For public works projects, each partial payment request
and final payment request shall contain an affidavit by the Contractor that all provisions
of the applicable federal and state requirements regarding apprentices and payment of
prevailing wages have been complied with by him and by his Subcontractors.
B. ESTIMATE AND PAYMENT
Before the first working day of each calendar month, the Contractor shall submit to the
Engineer a detailed estimate of the amount earned for the separate portions of the Work,
and request payment. As used in this Article, the words "amount earned" means the
' value, on the date of the estimate for partial payment, of the Work completed in
accordance with the Contract Documents, and the value of approved materials delivered
to the Project site suitably stored and protected prior to incorporation into the Work. If
' the Contractor's estimate of amount earned conforms with the Engineer's evaluation, the
Engineer will calculate the amount due the Contractor and make recommendation to the
Owner for payment.
' An estimate of monthly progress payments shall be provided for the entire job prior to
the first payment request. An update of the estimate of progress payments shall be
updated if the actual progress differs by more than 20 percent in any given month. Each
monthly payment request shall include the required updated Schedule.
' If the updated Schedule is not submitted, the Owner may withhold payment until this
item is completed. The Contractor shall be paid within 30 days of approval of the
payment request.
C. DEDUCTION FROM ESTIMATE
Unless modified in the Supplementary Conditions, deductions from the estimate will be
as described below. The Owner will deduct from the estimate, and retain as part security,
' 10 percent of the amount earned for Work satisfactorily completed. However, no
deduction or retainage will be made on the approved items of material delivered to and
' properly stored at the job site but not incorporated into the Work. When the Work is 50
percent complete, the Owner may "freeze" the retainage at 5 percent of the dollar value
of the total contract provided that the Contractor is making satisfactory progress and
00700-31
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' there is no specific cause for a greater retainage. The Owner may reinstate the retainage
' up to 10 percent of the dollar value of "Work complete to date" if the Owner determines,
at his discretion, that the Contractor is not making satisfactory progress or where there
is other specific cause for such withholding.
NOTE: Exception --If the Work includes water or sewer pipelines, the Contractor shall
maintain the Work for a period of ninety (90) days following its acceptance by the
' OWNER.
Up to five percent (5%) of the Contract amount shall be retained during this maintenance
period. All prior payments shall be subject to correction in the final payment.
This 90 -day period does not relieve the Contractor of the Performance and Payment
Bond requirements regarding warranty of the Project. In such cases, the semi-final
payment estimate shall indicate the initial acceptance of the Work, and the warranty shall
tbegin on such date.
D. QUALIFICATION FOR PARTIAL PAYMENT FOR MATERIALS DELIVERED
Unless modified in the Supplementary Conditions, qualification for partial payment for
materials delivered but not yet incorporated in to the Work shall be as described below.
' Materials, as used herein, shall be considered to be those items which are fabricated or
manufactured material and equipment. To receive partial payment for materials
' delivered to the site, but not incorporated in the Work, it shall be necessary for the
Contractor to include invoices of such materials and documentation warranting that the
materials and equipment are covered by appropriate property insurance and other
arrangements to protect Owner's interest therein; all of which must be satisfactory to
Owner.
At the time of the next partial payment request, the Contractor must submit the following
documentation relative to materials paid on the previous partial payment: paid invoices
of such materials or other documentation warranting that the Owner has received the
materials and equipment free and clear of all liens, charges, security interests, and
encumbrances (i.e., all materials have been paid for by Contractor). Failure to submit
' this documentation will result in an appropriate reduction on the current partial payment
estimate for such materials.
At his sole discretion, the Engineer may approve items for which partial payment is to
be made. Proper storage and protection shall be provided by the Contractor, and as
approved by the Engineer. Final payment shall be made only for materials actually
' incorporated in the Work and, upon acceptance of the Work, all materials remaining for
which advance payments had been made shall revert to the Contractor, unless otherwise
agreed, and partial payments made for these items shall be deducted from the final
'payment for the Work.
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PAYMENT
After deducting the retainages and the amount of all previous partial payments made to
the Contractor, the amount earned as of the current month will be made payable to the
Contractor within 30 days of the Owner's receipt of an approved request, except where
the Owner is a municipality or other agency whose laws require the approval of each
payment by a council or similar body, in which case, the payment shall become due and
payable 10 days after the first regularly -scheduled meeting in the month following the
submittal of such payment request.
74. CLAIMS
In any case where the Contractor deems additional compensation is due him for Work or
materials not clearly covered in the Contract or not ordered by the Engineer according to
provisions of Article 20 ALTERATIONS - CHANGES IN WORK, the Contractor shall notify
the Engineer, in writing, of his intention to make claim for such compensation before he begins
the Work on which he bases the claim, in order that such matters may be settled, if possible,
or other appropriate action promptly taken. If such notification is not given or the Engineer is
not afforded proper facilities by the Contractor for keeping strict account of actual cost, then
the Contractor hereby agrees to waive the claim for such additional compensation. Such notice
by the Contractor, and the fact that the Engineer has kept account of the cost as aforesaid, shall
not in any way be construed as proving the validity of the claim.
Claims for additional compensation shall be made in itemized detail and submitted, in writing,
to the Owner and Engineer within 10 days following completion of that portion of the Work
for which the Contractor bases his claim. In case the claim is found to be just, it shall be
allowed and paid for as provided in the Article titled, PAYMENT FOR CHANGE ORDERS.
75. NOTICE OF CLAIM FOR DELAY
If the Contractor intends to file a claim for additional compensation for delay caused by the
Owner at a particular time, he shall file a notice of claim with the Owner within 7 days of the
beginning of the occurrence. The notice of claim shall be in duplicate, in writing, and need not
state the amount. No claim for additional compensation will be considered unless the
provisions of Article 61, DELAYS AND EXTENSION OF TIME, are complied with, and a
notice of claim has been filed with the Owner in writing, as stated above.
Should the Owner be prevented or enjoined from proceeding with Work, either before or after
its prosecution, or from authorizing its prosecution by reason of any litigation, the Contractor
shall not be entitled to make or assert claim for damage by reason of said delay; but time for
completion of the Work will be extended to such reasonable time as the Owner may determine
will compensate for time lost by such delay, with such determination to be set forth in writing.
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76. RELEASE OF LIENS OR CLAIMS
The Contractor shall indemnify and save harmless the Owner from all claims for labor and
materials furnished under this Contract. Prior to the final payment, the Contractor shall furnish
Ito the Owner, as part of his final payment request, an affidavit that all of the Contractor's
obligations on the Project have been satisfied and that there are no unpaid taxes, liens, vendors'
liens, rights to lien or any other type of claim against the Project, and that the hourly wages paid
to all persons on the Project were in accordance with the applicable wage scale determinations.
77. FINAL PAYMENT
' Upon completion of all of the Work under this Contract, the Contractor shall notify the
Engineer, in writing, that he has completed his part of the Contract and shall request final
' inspection.
Upon receipt of the Contractor's written notice that the Work is ready for final inspection, the
' Engineer shall make such inspection and shall submit to the Owner his recommendation as to
acceptance of the completed Work and as to the final estimate of the amount due the Contractor
under this Contract.
' Upon approval of this final estimate by the Owner and compliance with provisions in Article
titled, RELEASE OF LIENS OR CLAIMS, and other provisions as may be applicable, the
' Owner shall pay to the Contractor all monies due him under the provisions of these Contract
Documents. On contracts for public works, final payment of the retained percentage will not
be made until the Contractor has also furnished the applicable apprenticeship wage
certification,
78. NO WAIVER OF RIGHTS
' Neither the inspection of the Owner, through the Engineer or any of his employees, nor any
order by the Owner for payment of money, nor any payment for, or acceptance of, the whole
' or any part of the Work by the Owner or Engineer, nor any extension of time, nor any
possession taken by the Owner or its employees shall operate as a waiver of any provision of
this Contract, or any power herein reserved to the Owner, or any right to damages herein
' provided nor shall any waiver of any breach in this Contract be held to be a waiver of any other
or subsequent breach.
' 79. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE
The acceptance by the Contractor of the final payment shall release the Owner and the
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Engineer, as agent of the Owner, from all claims and all liability to the Contractor for all things
done or furnished in connection with the Work, and every act of the Owner and others relating
Ito or arising out of the Work. No payment, however, final or otherwise, shall operate to release
the Contractor or his Sureties from obligations under this Contract and the Performance and
Payment Bonds, and other bonds and warranties, as herein provided.
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' 00700-34
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SUPPLEMENTARY CONDITIONS
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REVISIONS AND ADDITIONS TO THE GENERAL CONDITIONS
The GENERAL CONDITIONS are hereby revised as follows:
ARTICLE 7.5 "DEFECTIVE WORK"
Add the new article as follows:
Work that is unsatisfactory, faulty, or deficient in that such Work does not conform to the
Contract Documents, or does not meet the requirements of any inspection, reference standard,
test, or approval referred to in the Contract Documents, or has been damaged prior to the
Engineer's recommendation for final payment (unless the Owner has assumed responsibility for
protection thereof at Substantial Completion).
ARTICLE 9. "ENGINEER"
Delete the first sentence.
ARTICLE 16. "SUBSTANTIAL COMPLETION"
Replace the word "Project" wherever it occurs with the word "Work".
Delete the second paragraph and add the following:
Substantial Completion shall be evidenced by a definitive Certificate of Substantial Completion
or by the Engineer's written recommendation that the Work is complete and ready for final
payment. The date of Substantial Completion shall be the effective date on the certificate or the
date the Engineer recommends for final payment, whichever occurs first.
ARTICLE 28. "REJECTED MATERIAL"
Delete entirely and replace with the following:
ARTICLE 28. "REJECTED WORK"
Any Work condemned or rejected as defective by the Engineer shall be removed at once from
the vicinity of the Work by the Contractor at his own expense (unless such Work is Owner -
provided material equipment) and shall not be used on the remainder of the Work.
•' ARTICLE 36. "INSURANCE AND LIABILITY", SUBARTICLE E "PROPERTY
INSURANCE"
' Delete the requirement for Property Insurance.
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ARTICLE 45 "SAFETY", ARTICLE 57 "SCHEDULES AND PROGRESS REPORTS", and
ARTICLE 58 "PROSECUTION OF THE WORK"
Supplement with the following:
SAFETY REQUIREMENTS AND CONSTRUCTION PROCEDURES
The work on this project consists of improvements to an airport in actual operation; therefore, the
Contractor shall cooperate with the airport management. 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 250 feet of any runway centerline except
under a "Closed Runway" condition.
Construction Activity and Aircraft Movements
(a) Safety requirements for construction activity affecting aircraft movement areas have been
coordinated with the airport owner. 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 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.
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(c) All work which is too close to the ends of the runway for accomplishment during
1 condition (a) above, shall be performed during periods when the runway is closed. (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 20:1 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 (closed runway, lighting, etc.)
(f) Open trenches, excavation and stockpiled material will not be permitted within 250 feet
of the centerline of the active runways at general aviation airports. Coverings for open
trenches must be of such strength as to support the weight of the heaviest aircraft operating
on the runway.
(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 the schedule of aircraft operations, a portion
of the project must be constructed under "closed airport" 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 within the runway safety area,
however closed runway shall occur only during nighttime working hours defined below. The
following sections contain additional information and requirements on the construction procedures.
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Construction Procedures. The proposed project is subject to several restrictions. In order to
maintain air carrier and private aircraft operations at the airport, the project must be constructed in
several phases. The closed runway time, shall be held to the minimum time required for the safety
area work and the area within the runway safety area shall be graded or finished so all slopes are 5%
maximum.
(M Work Requirements. The Contractors shall provide adequate portable lighting during
nighttime hours to minimize shadows within the work area. The minimum light level at any
point shall be one foot-candle.
The Contractor will be working within the runway approach slope for Runway 34. The approach
slope have required obstruction free areas which depend upon the distance from the end of the
runway as herein before described.
The Contractor will be subject to working within the existing 20:1 runway protection
zone/approach slope for Runway 34 (south end) and shall keep his equipment below this slope
during all aircraft operations.
The Contractor will be working in the Localizer Critical Area, and the MLS Critical Area. The
ILS Localizer is a means of providing a horizontal alignment signal to aircraft approaching
Drake Field. The MLS Critical Area is a means of providing a vertical alignment signal to
aircraft approaching Drake Field. These alignment signals are required at all times of marginal
visibility, i.e. clouds, rain, fog, and other low visibility conditions which produces a ceiling of
5000 feet or less and visibility of 5 miles or less. The Localizer and MLS are required to be out
of service daily for work within these Critical Areas. The Contractor will be limited to the time
between 7:30 AM and 4:00 PM to perform improvements within the Localizer Critical Area and
the MLS Critical Area. The Localizer and MLS will be placed back in service daily after field
check of Localizer and MLS signal by FAA maintenance personnel.
Categories of Work. The work items have been grouped into categories and are listed in
no particular order in the following table. The purpose of this is to limit the disruption of aircraft
operations.
' Division of Work
Work Work Runway -Taxiway
Category Time Limitations Work Items
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Day None All Construction outside of the Runway
Safety Area, Localizer Critical Area, and
MLS Critical Area
II Daily None
7:30 AM
-4:00 PM
III Night Closed Runway
11:50 P.M.
-5:45 A.M.
Installation of Control Cables within
the Localizer Critical Area or MLS
Critical Area
Construction within
the Runway Safety Area associated with
the Glide Slope Installation
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! Cl Closed Runway/Airport. The runway shall be closed at night in order to complete the work
within 250' of the runway centerline. The schedule for the closed runway periods have been
established to minimize the effect upon flight operations. The Contractor shall begin the work
on the first night the runway is closed. The runway shall remain closed each night as directed
by the Engineer until the Contractor completes the improvements within 250 feet of the runway
centerline.
(1) Closed Runway Markings. The Contractor shall provide two yellow closed crosses
as shown on the Plans. The crosses shall be placed at each end of the pavement at the start
of each night's work. The runway lights, VASI, ODALS, Beacon and Windcone lights
shall be turned off during periods the runway is closed. The closed runway crosses shall
be removed from the runway by the Contractor at the end of each night's work. The
crosses shall remain the property of the Contractor upon completion of work. No separate
payment shall be made for providing, installing, and removing the closed runway crosses.
(2) Fli hg t Operations Between 11:50 P.M. and 5:45 A.M. Flight operations during the
normal night working hours may occur due to delayed American Eagle Airlines, U.S Air,
N.W. Air, T.W. Express, or Atlantic Southeast flight delayed after 11:50 P.M.
' (3) Suspension Time. Based on information affecting the operation of aircraft, and his
conclusion that the possibility of work on that night will be remote, the Engineer shall
notify the Contractor no later than 11:30 P.M. that work for that night is to be suspended.
Upon receipt of such notification, the Contractor shall alert his personnel not to report for
work on that night.
(4) Standby Time. This condition occurs when the Engineer has not directed that the
project be placed under suspension as provided in subparagraph (c) above, the conditions
develop that work cannot begin at 12:00 Midnight. The factors controlling standby time
' are as follows:
(a) The Contractor's reporting to work at 11:45 P.M.
(b) The Engineer's notification to the Contractor at or prior to 11:30 P.M. that work
cannot begin at 12:00 Midnight.
' (c) The Engineer's instruction to the Contractor to hold his personnel on standby
because of the possibility of working after 12:00 Midnight. The Engineer may
' repeat his instruction to continue on standby time at intervals of one (1) hours, or
at longer intervals, as in his judgement is appropriate. Standby time shall occur,
and be measured by, increments of one hour, The Contractor shall not be required
to hold his personnel on standby basis later than 1:00 A.M. If the Contractor so
selects, he may hold his personnel later than midnight, but the time after 1:00 A.M.
will not be included in the measurement of standby time. Days involved in standby
' time will not be excluded from contract time, but shall be included in the count of
consumed contract days.
' The Contractor will normally be placed on standby time if the last scheduled daily
flight is delayed past 11:55 P.M. or if a charter flight is scheduled after 12:00
Midnight.
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(d) Measurement and Payment Standby time will be measured in increments of
one whole hour and payments shall be made at the unit price bid under Bid Item
No.5 for: Standby Time during night-time work.
' (e) Legal Holiday No holiday, including Sunday, will be observed during night
time (closed runway) work. Observation of legal holidays during the other Work
Categories shall be at the discretion of the Contractor.
Entrance. Parking Area and Security. Forces of the Contractor and the Engineer shall enter and leave
the 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 work day. 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.
' 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 be submitted to the Engineer no later than 11:30 P.M. for the evening of the night's work. 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.
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 within the runway safety area requires that during certain periods
of time, the Contractor will be 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 communication with the Air Traffic Control
Tower using two-way, portable radios. The Owner, acting through the Engineer, shall furnish two
multi -channel portable radios Bendix/King KX-99 or approved equal 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 be complied with in 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
' traffic control tower. Upon completion of the contract, the radios shall be returned to the Engineer
in operable condition and shall remain the property of the Owner. No extra payment shall be made
for the radios.
' 00800-6
feet from runway centerline or 300
feet beyond the
end of the
runway. Equipment and
personnel
shall not be returned to the restricted
work area until
permission
for such return is granted
by the air
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Motorized Vehicles.
(a) When any vehicle other than those routinely used in the aircraft movement area and
runway approach 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 or provided with a flag on
a staff attached to the vehicle so that the flag will be readily visible. The flag shall be not
less than 3 -foot square consisting of a checkered pattern of international orange and white
squares of not less than 1 foot on each side and displayed in full view above the vehicle.
A flag or escort vehicle is not required for vehicles which have been painted, marked and
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) It will be desirable to clearly identify the vehicles for control purposes by either assigned
initials or numbers prominently displayed on each side. The identifying symbols shall be
of 10 -inch minimum, block -type characters of a color easily read. This may be applied
by use of magnetic signs to facilitate removal. In addition, all vehicles must display the
identification media as specified in the approved airport security plan, if applicable. The
Contractor shall also furnish two signs for the Engineer's use. The sign shall become the
property of the Owner upon completion of work. No direct payment shall be made for the
signs.
(d) 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.
ARTICLE 52. "TESTS, SAMPLES, AND INSPECTIONS"
Add the following:
COMPACTION AND CONCRETE TESTING
The Engineer shall conduct field soil density and concrete testing as required by Owner and
Contract Documents. The Owner shall pay for all initial testing. The Contractor shall pay for
all retesting necessitated by unsatisfactory results of initial testing.
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ARTICLE 55. "CORRECTION OF DEFECTIVE WORK FOUND DURING WARRANTY
PERIOD"
Delete entirely and replace with the following:
ARTICLE 55. "CONTRACTOR'S GENERAL WARRANTY & GUARANTEE &
CORRECTION PERIOD"
The Contractor warrants and guarantees to the Owner that all Work will be in accordance with
the Contract Documents and will not be Defective Work. The Contractor's warranty and
guarantee excludes defective Owner -provided material and equipment; however, it does not
exclude the Contractor's workmanship in incorporating such material and equipment in the
remainder of the Work.
If, within one year after the date of Substantial Completion or longer period of time as prescribed
by Laws, Regulation, or specific provisions of the Contract Documents, any Work is found to
be Defective Work, the Contractor shall promptly, without cost to the Owner and in accordance
with the Owner's written instruction.
1) Correct the Defective Work or remove and replace it with Work that is not
defective, and
2) satisfactorily correct or remove and replace any damage to other Work resulting
therefrom.
Where Defective Work (and damage to other Work resulting therefrom) has been corrected,
removed or replaced under this Article, the warranty and guarantee period shall be extended for
an additional year after the date the Owner accepts such correction or removal and replacement.
If the Contractor fails to promptly make such correction or removals and replacements, or in an
emergency where delay would cause serious risk loss or damage, the Owner may have the
Defective Work corrected or removed and replaced. In such instance the Contractor shall pay
all resulting claims, costs, losses and damages.
ARTICLE 73D "QUALIFICATION FOR PARTIAL PAYMENT FOR MATERIALS
DELIVERED" and all other Articles applicable to stored materials.
Delete Article 73D entirely. The Owner will not make partial payments for materials delivered but
not yet incorporated in the construction.
ARTICLE 67 "SUBSTANTIAL COMPLETION DATE"
Delete entirely.
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' ARTICLE 31. "LINES AND GRADES"
Add the following:
The Engineer shall stake or otherwise mark:
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One temporary bench mark at each site.
The centerline and center of the Glide Slope Tower Foundation.
The centerline and center of the LDA Array.
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The point at which the Localizer DME control cable enters the Localizer Critical Area
and MLS Critical Area.
The Runway Safety Area where it intersects the extended centerline of the Glide Slope
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Tower Foundation.
Location of ground check markers, 11 total.
END OF SUPPLEMENTARY CONDITIONS
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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.
b. Borrow Excavation. Select borrow excavation shall consist
of approved material required for the construction of the select
embankment. Select borrow material shall be 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 be 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 be
excavated. No payment will be made for any excavated material
which is used for purposes other than those designated.
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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 be
temporarily discontinued. At the direction of the Engineer, the
Contractor shall excavate the site in such a manner as to preserve
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the artifacts encountered and allow for their removal. Such
excavation will be paid for as extra work.
' 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.
ISection P-152 -2
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a. Selective Grading. When selective grading is indicated on
the plans, the more suitable 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
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".
Id. Compaction Requirements. The subgrade under areas to be
paved shall be compacted to 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
' Section P-152 -3
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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 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.
' 152-2.4 DRAINAGE EXCAVATION. Not used.
' 152-2.5 PREPARATION OF EMBANKMENT AREA. Where an embankment is to
be 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 and grubbing and the quantity of
' excavation removed will be paid for under the respective items of
work.
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, unless otherwise
approved to the Engineer.
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The grading operations shall be conducted, and the various soil
strata shall be placed, to produce a 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 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
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.
' Section P-152 -5
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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 be
' 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. Rockfill shall be
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 be 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.
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.
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 be made separately or
directly for hauling on any part of the work.
ISection P-152 -6
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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 M -inch, or shall not be more than any
deviation in excess of M -inch, or shall not be 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.
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.
Upon completion of grading operations, stockpiled topsoil shall be
handled and placed as directed, or as required in Item T-905.
END OF ITEM P-152
Section P-152 -7
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ITEM P-156 TEMPORARY AIR AND WATER POLLUTION,
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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.
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.
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.
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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 be a standard commercial
grade and shall conform to all Federal and state regulations and to
the standards of the Association of Official Agricultural Chemists.
Section P-156 - 1
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156-2.4 BALED STRAW FILTER BARRIER. Straw for filter barrier
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.
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.
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
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material exposed by excavation, borrow and fill operations, and to
direct the Contractor to provide immediate permanent or temporary
Section P-156 - 2
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pollution control measures to minimize contamination of adjacent
streams or other watercourses, lakes, ponds, or other areas of
water impoundment.
156-3.4 PERMITTING. Not applicable.
156-3.5 CONSTRUCTION DETAILS. The Contractor will be required to
incorporate all 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 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
are 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.
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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.
Section P-156 - 3
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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.
END OF ITEM P-156
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Section P-156 - 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 concrete
pavement and other areas to receive gravel pavement 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.
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 be 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
greater than 25 and
tested in accordance
have a minimum san
accordance with ASTM
the No. 40 sieve shall have a liquid limit no
a plasticity index of not more than 4 when
with ASTM D 4318. The fine aggregate shall
d equivalent value of 35 when tested in
D 2419.
Section P-209 - 1
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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.
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 the Engineer.
The samples will be the basis of approval of specific lots of
1 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 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.
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Sieve Size Design Range
' Percentage by Weight
Passing Sieves
TABLE 1. REQUIREMENTS FOR GRADATION OF AGGREGATE
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Job Mix
Tolerances
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
shall not exceed 60
sieve.
final mixture that passes the No. 200 sieve
percent of the fraction passing the No. 30
Section P-209 - 2
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' 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 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 be
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 be sufficient to
compact the material to the required density.
' Section P-209 - 3
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The moisture content of the material during placing operations
shall not be below, nor more than 1-1/2 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 by blading or with automated equipment especially
designed for this purpose.
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 % 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
tcut 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 M 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
' Section P-209 - 4
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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 34 inch, the Contractor shall correct such
areas at no additional cost by excavating to the required depth and
replacing with new material. Additional 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 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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END OF P-209
Section P-209 - 5
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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 may be 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
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 be 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.
Coarse aggregate shall be well graded from coarse to fine and shall
meet one of the gradations shown in Table 1, using ASTM C 136.
610-2.3 FINE AGGREGATE. The fine aggregate for concrete shall
meet the requirements of ASTM C 33.
' The fine aggregate shall be well graded from fine to coarse and
shall meet the requirements of Table 2, when tested in accordance
' with ASTM C 136:
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Section P-610 - 1
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TABLE 1. GRADATION FOR COARSE AGGREGATE
Sieve Designation Percentage by Weight Passing Sieves
' (square openings)
1% inch 100
Ii inch 90-100
4 inch 20-60
No 4 inch 0-10
' 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
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°s 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.
' 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.
' 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
Section P-610 - 2
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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 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 Grade
' 60 deformed steel bars conforming to ASTM A 617.
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 be subject to
the inspection and approval of the Engineer.
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Section P-610 - 3
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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.
610-3.2 CONCRETE COMPOSITION. The concrete shall develop a
compressive strength of 3000 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 1 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 batch compartment. Weighing boxes or 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.
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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
Section P-610 - 4
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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.
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. 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.
610-3.10 EMBEDDED
are to be embedded
as indicated. All
rust, scale, oil,
shall be avoided.
around and against
ITEMS. Before placing concrete, any items that
shall be firmly and securely fastened in place
such items shall be clean and free from coating,
or any foreign matter. The embedding of wood
The concrete shall be spaded and consolidated
embedded items.
Section P-610 - 5
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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 1% 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
' be 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 be
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 corners and angles of the forms. The vibration
at any joint shall be of sufficient duration to accomplish
' compaction but shall not be 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 tremie, 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 be 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 may be prescribed. The work shall be arranged so that
' a section begun on any day shall be 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 may be 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.
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Section P-610 - 6
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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 be
true, smooth, free from open or rough spaces, depressions, or
projections. The concrete in horizontal plane surfaces shall be
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 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 400 F, the Contractor shall provide satisfactory
methods and means to protect the mix from injury by freezing. The
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Section P-610 - 7
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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 1 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.
END OF ITEM P-610
Section P-610 - 8
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ITEM T-901
'
SEEDING
' DESCRIPTION
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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March 15 - June 15
Variety Pounds per Acre
Creeping Red Fescue 20
Bermuda (Common) hulled 15
Fall Fescue (K-31) 20
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September 1 - October 15
' Tall Fescue (K-31)
Rye Grass (perennial)
Crimson Clover (Dixie)
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25
20
Section T-901- 1
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901-2.2 LIME. Not Applicable.
' 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;
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
' 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.
Section T-901- 2
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An area to be seeded shall be cons
without additional treatment if it
loosened and worked to a depth of
result of grading operations and, if
the top 3 inches of soil is loose,
large clods, rocks, large roots, or
if shaped to the required grade.
idered a satisfactory seedbed
has recently been thoroughly
not less than 5 inches as a
immediately prior to seeding,
friable, reasonably free from
other undesirable matter, and
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.
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 be 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.
Section T-901- 3
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when either the dry or wet 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 be withheld until
such time as these requirements have been met.
END OF ITEM T-901
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Section T-901- 4
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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 be 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 be
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 may be 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
Ito determine if the selected soil meets the requirements specified
and to determine the depth to which stripping will be permitted.
At this time, the Contractor may be 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.
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Section T-905 - 1
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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 be stripped of topsoil and the stripping
depths shall be shown on the plans.
Suitable 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.
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
Section T-905 - 2
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required for topsoiling purposes, shall be removed and placed by
the Contractor. The sites of all stockpiles and areas adjacent
t 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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END OF ITEM T-905
Section T-905 -'3
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' ITEM T-908
MULCHING
DESCRIPTION
' 908-1.1 This item shall consist of furnishing, hauling, placing,
and securing mulch on surfaces 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
overseeding, 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.
d. Asphalt Binder. Asphalt binder material shall conform to
the requirements of ASTM D 977, Type SS -1 or RS -1.
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 of the materials to be used. These samples
may be 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.
Section T-908 - 1
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' CONSTRUCTION METHODS
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.
' 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 may be 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 on the 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.
' 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
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Section T-908 - 2
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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.
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.
END OF ITEM T-908
Section T-908 - 3
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SECTION 16000
' GENERAL ELECTRICAL PROVISIONS
Page 1 of 19
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' PART 1 -GENERAL
1.01 WORK INCLUDED
' A. Work covered by these specifications shall include furnishing all labor, materials,
equipment and services required to construct and install the complete electrical
system shown on accompanying plans and specified herein. This work shall
include:
I1. Complete service entrance, main switchgear and distribution.
2. Complete distribution system, including necessary transformers, feeders,
distribution panelboards and branch circuits.
3. Grounding systems.
B. Plans are diagrammatic and judgement shall be exercised to install electrical work
' in a practical manner to function properly, simplify future maintenance, and to fit
building construction and finish. Items not shown or specified which are required
to produce a complete, operative and finished system shall be provided.
C. The electrical plans are a guide to the Contractor to show general arrangement of
conduit and wiring and equipment required. If any error omissions or obscurities
appear therein, which are questionable, do not conform to good practice or appear
contrary to the purpose and intent of the work the Contractor shall promptly notify
the Owner or his authorized representative and apply for directions either before or
during construction. The exact location of conduit runs and lengths shall be
determined by the Contractor in the field.
' D. The drawings may be superseded by later revised or detailed drawings or
specification addenda prepared by the Owner or his authorized representative. All
items not specifically mentioned in the specifications or noted on the drawings, but
which are obviously necessary to make a complete working installation, shall be
included.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 2 of 19
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Examine all of the Architectural, Mechanical, Plumbing and Electrical drawings and
specifications, field verify existing conditions, or otherwise determine the extent of
related work in other divisions before submitting a quotation for the .work in this
division. Coordinate the work in this division with work in other divisions through the
General Contractor. No extra payment will be made for additional work required by
failure to coordinate the work.
Should drastic changes from original drawings be necessary, the Contractor shall
notify the Owner or his authorized representative and secure written approval and
agreement from them on necessary adjustments before altered installation of work
is started.
' B. The architectural, mechanical and structural plans and specifications, including
Information to Bidders and other pertinent documents issued by the Architect or
Engineer are a part of this Specification and the accompanying electrical plans.
Comply with them in every respect. Examine all the above carefully.
Failure to comply does not relieve the Contractor of responsibility nor may it be used
as a basis for additional compensation due to omission of architectural, mechanical
and structural details from the electrical drawings.
E. Related work in other divisions requiring cooperation and coordination with this
division includes, but is not limited to, the following:
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Perform all earthwork required by the work in this division. Insure that
excavating, backfilling and other earthwork conforms to PART IV section P-
152 of the specifications except where described in other sections of this
division or on the drawings.
Furnish all sleeves, inserts, anchors and supports required by this work to be
installed in concrete or masonry and coordinate with the respective trades
under Division 3 for proper locations and installation.
Install branch circuits and make final connections to any equipment requiring
electric power that is furnished and installed by the Contractor or by the
Owner. Perform the electrical work according to approved shop drawings.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 3 of 19
4. Install empty raceways and outlet boxes or branch circuits for equipment to
be furnished by others and installed after completion of the contract.
5. The Contractor shall furnish and place proper guards for prevention of
accidents. He shall provide and maintain any other necessary construction
required to secure safety of life or property, including the maintenance of
sufficient lights during all night hours to secure such protection.
1.03 FEES, PERMITS AND INSPECTIONS
A. Obtain any and all required permits in connection with this work under the Contract
and pay any and all fees in connection therewith. Arrange with the serving utility
companies for the connections to all utilities and pay all charges for same including
inspection fees and meters if required.
B. Under this section of work the Contractor shall, upon completion of the work, furnish
a certificate of final inspection to the Architect from the inspection department
having jurisdiction.
1.04 CODES AND STANDARDS
A. All work shall be done in a good workmanlike manner. Materials and workmanship
shall comply with all applicable local state and federal codes including, but not
limited to, the following:
Ii. National Electrical Code, 1993 Edition (NEC)
2. Underwriters' Laboratories, Inc. (UL)
3. .Institute of Electrical and Electronic Engineers (IEEE)
' 4. Insulated Power Cable Engineers' Association (IPCEA)
5. National Electrical Manufacturer's Association (NEMA)
6. American Standards Association (ASA)
' 7. American Society for Testing Materials (ASTM)
8. State Fire Prevention Code
9. Occupational Safety and Health Act (OSHA)
' 10. National Fire Protection Association (NFPA)
11. Standard Building Code (SBC)
The latest specifications and standards available shall be used for the above.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 4 of 19
B. Equipment and material which are not covered by UL standard will be accepted
provided equipment and material is listed, labeled, certified or otherwise determined
to meet safety requirements of a nationally recognized testing laboratory.
Equipment of a class which no nationally recognized testing laboratory accepts,
certifies, lists, labels or determines to be safe will be considered, if inspected or
tested in accordance with national industrial standards, such as NEMA, IPCEA or
ANSI. Evidence of compliance must include certified test reports and definitive
shop drawings.
1.05 UTILITIES, LOCATIONS AND ELEVATIONS
A. Locations and elevations of the various utilities included within the scope of this
work have been obtained from substantially reliable sources and are offered as a
general guide only, without a guarantee as to accuracy. Verify the location and
elevation of all utilities and their relation to the work before entering into a contract.
B. Protection of Existing Utilities: Existing utility lines to be retained that are shown on
the drawings or the locations of which are made known to the Contractor prior to
excavation, as well as all utility lines uncovered during excavation operations, shall
be protected from damage during excavation and backfilling, and if damaged, shall
be repaired by the Contractor, at his expense.
1.06 EXISTING FACILITIES AND EXISTING ELECTRICAL EQUIPMENT
A. Visit the existing facilities and become thoroughly acquainted with the existing
physical plant, electrical systems and utilities in order to determine all of the work
that will be necessary to carry out the intent of the plans and specifications.
B. If it is necessary, in any way, to interfere with normal operations of the existing
utilities in order to carry out the work, give notice and obtain written approval from
the Owner before the work is started.
C. If the work involved in this project requires the Contractor to work inside of an
existing building, interruption of the regular routine of the building by the Contractor
must be kept to a minimum.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 5 of 19
1.07 TEMPORARY SERVICES AND RELATED CONDITIONS
A. The Electrical Contractor shall install, maintain and remove after construction is
completed, a sufficient amount of the temporary utility electrical system to provide
temporary electrical construction power.
B. Each trade shall provide and pay for its own extensions for lights or power tools
beyond the receptacle outlets located on columns and beyond the 3 -phase
panelboard submains in the case of 3 -phase power tools and shall pay for
connection of construction trailers to the temporary utility service.
The following services, when required by any Contractor other than Electrical, shall
be paid for under terms negotiated between the Electrical Contractor and the
Contractor requesting such services. These services may include:
1. Special circuits required by electrical welders, elevators, lifts or other special
equipment requiring high -amperage and/or special -voltage service.
2. Exterior lighting circuits for protection against vandalism; public warning
lights and lights for advertising.
3. Overtime maintenance of temporary service facilities at the request of
construction trade(s) or contractor(s).
PART 2- PRODUCTS
2.01 GENERAL
A. All electrical products used on this project shall conform, unless otherwise
specifically noted, to applicable standards of the National Electrical Manufacturers
Association and/or the United States of American Standards Institute.
All electrical
products used on
this project
shall also be listed on Underwriters'
Laboratories,
Inc., and/or
other
agencies, as
approved.
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B. Approvals:
1. Are required of products or services of proposed manufacturers, suppliers
and installers and will be based upon submission by Contractor of
certification.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 6 of 19
a. Manufacturers' Qualifications: Manufacturers regularly and presently
manufactures as one of the manufacturer's principal products the
following items and has manufactured these items for at least five (5)
years.
Wire and Cable - all types Light Fixtures
Lighting Switches and Receptacles Dimmers
Molded Case Circuit Breakers Fuses
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Plug-in Strip Receptacle Units C o n d u it
Low Voltage Fusible and Non -Fusible Switches Panelboards
Fire Alarm Systems and Equipment Sealants
Conduit Supports and Fittings
' b. Manufacturers' product submitted must have been in satisfactory
operation on three (3) installations similar to this project for
approximately three (3) years.
C. There must be a permanent service organization maintained or
trained by manufacturer which will render satisfactory service to this
installation within eight (8) hours of receipt of notification that service
is needed.
' d. Installer must have the technical qualifications, experiences, trained
personnel and facilities to install specified items including at least
three (3) years of successful installation of electrical work similar to
that required on this project. Approval will not be given where the
experience record is one of unsatisfactory performance.
2.02 MANUFACTURED PRODUCTS
A. Insure that materials and equipment furnished is of current production by
manufacturer's regularly engaged in the manufacture of such items for which
replacement parts should be available. Items not meeting this requirement but
which otherwise meet technical specifications and merits of which can be
established through reliable test reports or physical examination of representative
samples will be considered.
B. Provide products of a single manufacturer when more than one (1) unit of the same
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manufacturer.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 7 of 19
C. Equipment Assemblies and Components:
1. All components of an assembled unit need not be products of the same
manufacturer.
2. Manufacturers of equipment assemblies which include components made by
others must assume complete responsibility for the final assembled unit.
3. Components must be compatible with each other and with the total assembly
for the intended service.
4. Constituent parts which are similar must be the product of a single
manufacturer.
5. Moving parts of any element of equipment of the units normally requiring
lubrication must have means provided for such lubrication and must be
adequately lubricated at factory prior to delivery.
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D. Identify all factory wiring on the equipment being furnished and on all wiring
diagrams.
' E. Equipment and materials shall be new and shall bear the manufacturer's name,
trade name and the UL label in every case where a standard has been established
for the particular material.
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F. Equipment
and materials of the same
general type
shall be
of the same make
throughout
the
work
to provide uniform
appearance,
operation
and
maintenance.
G. Dimensions: It shall be the responsibility of the Contractor to insure that items
furnished fit the space available. He shall make necessary field measurements to
ascertain space requirements, including those for connections, and shall furnish and
install such sizes and shapes.of equipment that the final installation shall suit the
true intent and meaning of the drawings and specifications.
H. Manufacturers' directions shall be followed completely in the delivery, storage,
protection and installation of equipment and materials. Notify the Architect of any
conflict between any requirement of the contract documents and the manufacturer's
directions and obtain the Architect's written instruction before preceding with the
work. Should the Contractor perform any work that does not comply with the
manufacturer's directions or such written instructions from the Architect, he shall
bear all costs arising in correcting the deficiencies.
I. The Contractor shall provide and install all accessories, and incidental items to
complete the work, ready to use and fully operational.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 8 of 19
2.04 EQUIPMENT PROTECTION
A. Store all materials and equipment to be installed in the work so as to insure the
preservation of their quality, workability, and fitness for the work intended. Provide
storage provisions for protection from the elements, rust and physical damage.
Place stored materials on clean, hard surfaces above ground and keep covered at
all times to insure protection from paint, plaster, dust, water and other construction
debris or operations. Install heaters under the protective cover where the
equipment may be damaged due to moisture and weather conditions. Keep conduit
ends plugged or capped and all covers closed on boxes, panels, switches, fixtures,
etc., until installation of each item. Store all plastic conduit or duct out of direct
sunlight in shaded areas. Locate stored materials and equipment to facilitate
prompt inspection.
B. Protect during installation, all equipment, controls, controllers, circuit protective
devices, etc., against entry of foreign matter on the inside and be vacuum clean
both inside and outside before testing, operating and painting.
C. Replace
damaged
equipment,
as determined
by
the Engineer, in first class
I operating
condition
or return to
source of supply
for
repair or replacement.
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D. Protect painted surfaces with removable heavy kraft paper, sheet vinyl or equal,
installed at the factory and removed prior to final inspection.
E. Repair damaged paint on equipment and materials. Finish with same quality of
paint and workmanship as used by manufacturer so repaired areas are not obvious.
2.05 EQUIPMENT ACCESSORIES
A. Furnish and install all equipment, accessories, connections and incidental items
necessary to fully complete all work, ready for use, occupancy and operation by the
Owner.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 9 of 19
B. Where equipment requiring different arrangement or connections from those shown
is provided, install the equipment to operate properly and in harmony with the intent
of the drawings and specifications.
C. Support, plumb, rigid and true to line all work and equipment included. Study
thoroughly all general, structural, electrical and mechanical drawings, shop
drawings and catalog data to determine how equipment is to be supported,
mounted or suspended and provide extra steel bolts, inserts, pipe stands, brackets
and accessories for proper supports whether or not shown on the drawings. When
directed, submit drawings showing supports.
PART 3 - EXECUTION
3.01 WORK PERFORMANCE
A. Furnish and install a temporary electrical distribution system of adequate feeder
sizes to prevent excessive voltage drop. Install all temporary work in a neat and
safe manner.
B. Arrange, phase and perform work to assure electrical service for other buildings and
areas at all times. See General Methods of Procedure under GENERAL
REQUIREMENTS.
C. Install and connect new work to existing work neatly and carefully. Repair or
replace disturbed or damaged work to its prior condition as required by the
GENERAL REQUIREMENTS.
D. Field coordinate with other trades in ample time to build all chases and openings,
set all sleeves, inserts and concealed materials, and provide clearances that may
be required to accommodate materials and equipment. Lay out electrical work so
that in case of interference with other items the layout may be altered to suit
conditions encountered.
E. Cutting and Patching:
1. The Electrical Contractor shall be responsible for all required cutting,
patching, etc., incidental to this work and shall make all required repairs
thereafter to the satisfaction of the Engineer. Do not cut into any structural
element, beam or column without the written approval of the Engineer.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 10 of 19
2. Cut, patch, repair and/or replace pavements, sidewalks, roads and curbs as
required to permit the installation of the work and pay all expenses incurred
for this work.
3. Pipes, conduits, cables, wires, wire ducts and similar equipment that pass
through fire or smoke barriers shall be protected in accordance with NFPA
101.
F. Wall and Floor Penetrations: When conduit, wireways, buss duct and other
electrical raceways pass through fire partitions, fire walls, or walls and floors, install
a firestop that provides an effective barrier against the spread of fire, smoke and
gases. Firestop material must be packed tight and completely fill clearances
between raceways and openings. Use firestop material conforming to the following:
1. All wall penetrations shall be caulked and sealed.
2. The Contractor shall furnish and install all necessary sleeves and chases for
all work passing through and attaching to walls, floors, ceilings or the roof.
3. Provide UL listed, fire -rated poke through devices for floor penetrations as
required by the Standard Building Code, National Fire Code and Life Safety
Code.
4. Provide UL approved fire rated chases and fire sealing as required to
maintain fire rating for all penetrations in fire rated walls.
5. Firestopping material must maintain its dimension and integrity while
preventing the passage of flame, smoke and gases, under conditions of
installation and use when exposed to the ASTM El 19 time temperature
curve for a time period equivalent to the rating of the assembly penetrated.
Cotton waste must not ignite when placed in contact with non -fire side during
the test. Firestopping material must be noncombustible as defined by ASTM
E136 and, in addition for insulation materials, melt point must be a minimum
of 1700° F for one -hour protection and 1850° F for two-hour protection.
6. Floor, exterior wall and roof seals must be watertight. Sleeve walls and
floors which are cored for installation of conduit with steel tubing, grouted
and the space between the conduit and sleeve filled as specified herein.
Where conduits pierce the roof, refer to architectural specifications and
drawings for details.
7. Extend tubing one (1) inch minimum above finished floor.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 11 of 19
' G. Do not use electrical hangers and other supports for other than electrical equipment
and materials. Provide not less than a safety factor of five (5) and conform with any
specific requirements as shown on the drawings or in the specifications.
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H. Do not deviate from the plans and specifications without the full knowledge and
consent of the Engineer. Should, at any time during the progress of the work, a
new or existing condition be found which makes desirable a modification of the
requirements of any particular item, report such items promptly to the Engineer for
his decision and instruction.
Notify all other contractors of any deviations or special conditions. Resolve
interferences between the work of the various contractors prior to installation.
Remove, if necessary, work installed which is not in compliance with the plans and
specifications as specified above, and properly reinstall without additional cost to
the Owner.
J. This Contractor shall furnish all necessary scaffolding, cranes, tackle, tools and
appurtenances of all kinds, and all labor required for the safe and expeditious
execution of his contract.
3.02 EQUIPMENT INSTALLATION AND EQUIPMENTS
A. Installation:
1. "Provide" and "Install" as used on the drawings and in the specifications
means furnish, install, connect, adjust and test except where otherwise
specified.
2. Install coordinated electrical systems, equipment and materials complete
with auxiliaries and accessories installed. Remove, modify, relocate and
reinstall the existing electrical equipment and materials as shown (refer to
drawings).
B. Equipment Location: As close as practical to locations shown on drawings.
C. Working Spaces: Not less than specified in the National Electrical Code for all
voltages specified.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 12 of 19
D. Inaccessible Equipment:
1. Where the Engineer determines that the Contractor has installed equipment
not conveniently accessible for operation and maintenance, remove and
reinstall equipment as directed at no additional cost.
2. "Conveniently -Accessible" is defined as being capable of being reached
without the use of ladders or without climbing or crawling under or over
obstacles such as motors, pumps, belt guards, transformers, piping and
ductwork.
E. Equipment and Materials:
1. Install new equipment and materials unless otherwise specified.
2. Insure that equipment and materials are designed to provide satisfactory
operation and operating life for environmental conditions where being
installed. NEC and other code requirements applied to the installation and
other code requirements apply to the installation in areas requiring special
protection such as explosion -proof, vapor -proof, water tight and weatherproof
construction.
3.03 EQUIPMENT IDENTIFICATION
A. In addition to the requirements of the National Electrical Code, install identification
signs which will clearly indicate information required for use and maintenance of
items such as panelboards, cabinets, motor controllers (starters), safety switches,.
separately enclosed circuit breakers, individual breakers, and controllersin
switchgear and motor control assemblies, control devices and other significant
equipment.
3.04 DRAWINGS AND SPECIFICATIONS
' A. The drawings 'and specifications indicate the requirements for the systems,
equipment, materials, operation and quality. They are not to be construed to mean
limitation of completion to the products of specific manufacturers.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 13 of 19
3.05 SYSTEM VOLTAGES
A. Voltage ranges are defined as follows:
1. High Voltage: Above 600 volts
2. Low Voltage: 600 volts and lower
3.06 SUBMITTALS
A. Obtain the Owner's approval for all equipment and materials before ordering,
authorizing production, purchasing or delivery to the job site. Delivery, storage or
installation of equipment or material which has not had prior approval is not
permitted at the job site.
B. Include in all submittals adequate descriptive literature, catalog cuts, shop drawings
and other data necessary for the Engineer to ascertain that the proposed equipment
and materials comply with specification requirements. Catalog cuts submitted for
approval must be legible and clearly identify equipment being submitted.
C. Make submittals for individual systems and equipment assemblies which consist of
more than one item or component for the system or assembly as a whole. Partial
submittals will not be considered for approval.
D. Submit within fifteen (15) days after the awarding of the Contract, three (3) complete
List of Manufacturers - of all equipment and materials proposed. After the list of
all equipment and materials. has been reviewed by the Engineer, submit within thirty
' (30) days thereafter six (6) complete brochures of shop drawings and descriptive
data of all material and equipment.
'• E. The submittals must include the following:
1. Information which confirms compliance with contract requirements. Include
the manufacturer's name, model or catalog numbers, catalog information,
' technical data sheets, shop drawings, pictures, nameplate data and test
reports as required.
2. Elementary and interconnection wiring diagrams for communication and
' signal systems, control system and equipment assemblies. All terminal
points and wiring must be identified on wiring diagrams.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 14 of 19
3. Parts list which must include those replacement parts recommended by the
equipment manufacturer.
4. Approvals will be based on complete submission only.
F. Furnish shop drawings for the work involved in sufficient time so that no delay or
changes will be caused. Thermofax copies are not acceptable - only permanent
type prints are allowed.
G. Verify that shop drawings comply in all respects with the item originally specified.
It is the Contractor's responsibility to procure the proper sizes, quantities,
rearrangements, structural modifications or other modifications in order for the
substituted item to comply with the established requirements.
H. Any shop drawings prepared to illustrate how equipment, conduit, fixtures, etc., can
be fitted into available spaces will be examined under the assumption that the
Contractor has verified all the conditions. Obtaining approval thereon does not
relieve the Contractor of responsibility in the event the material cannot be installed
as shown on the drawings.
The following procedure shall be observed when shop drawings are requested. The
Contractor shall submit six (6) prints of shop drawings to the Engineer for comment
or correction, after which the Contractor shall submit four (4) sets of corrected shop
drawings prints to Engineer for final approval. This same procedure shall be
observed if subsequent shop drawing revisions are made.
J. Submit working scale drawings of.apparatus and equipment which.in anyway varies
from these specifications and plans, to be reviewed by the Engineer before the work
is started. Correct interferences with the structural conditions before the work
proceeds.
K. Submit all shop drawings at the same time in a looseleaf binder with double index
as follows:
1. List the products alphabetically by name.
2. List the name and manufacturers whose products have been incorporated
in the work alphabetically together with their addresses and the name and
addresses of the local sales representative.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 15 of 19
3.07 TESTS AND DEMONSTRATION
A. The Electrical Contractor shall test all wiring and connections for continuity and
grounds before equipment is installed. When directed by the Engineer, he shall
perform tests to demonstrate the insulation resistance of any selected circuit or
group of circuits.
B. This Contractor shall test all feeder cables after installation and before energizing
by use of an approved DC voltage megger. The test shall be performed in the
presence of the Electrical Project Manager as designated by Owner. A written
record shall be provided. Before energizing the system, this Contractor shall check
all connections and set all relays and instruments for proper operation. He shall
obtain necessary clearances, approvals and instructions from the serving utility
company. Test procedures, conduct of test, and documentation of test results shall
be in accordance with the Engineers specific instructions.
C. As equipment and materials are being installed and connected, test the installation
for the following:
1. Short circuits and ground faults
2. Insulation resistance at 500 volts DC
3. Grounding continuity
D. After tests are completed and necessary corrections are made, put each system
into operation and demonstrate its performance to the satisfaction of the Owner's
authorized representative.
E. Provide written documentation of tests and performance as requested by the
Owner's authorized representative.
F. Furnish all water, fuel, electricity, instruments, test equipment and personnel that
are required for the particular test. Certify that equipment and gauges are in good
working order. Remove equipment subject to damage during test from line before
test is applied.
G. After installation is complete, the Contractor shall conduct operating test of all
electrical systems for approval by the Architect. Test shall include verification of
direction of rotation for all motors. The equipment shall be demonstrated to operate
in accordance with the requirements of the plans and specifications. The test shall
be performed in the presence of the Architect or Engineer.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 16 of 19
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3.08 COMPLETION AND ACCEPTANCE
A. Upon completion of the work and before final acceptance, perform the duties and
provide the documents as follows in accordance with the General Conditions,
Supplementary Conditions and Division 1 of Contract.
B. Remove all rubbish, tools and surplus materials accumulated during the execution
of the work in this Division.
C. Touch up any equipment or finishes damaged during delivery or installation from the
work in this Division.
D. Provide a written one-year guarantee of materials and work except for items that are
specified to have a longer warranty. Items that have a published or normal life
expectancy of less than one year, such as incandescent lamps are to be covered
by the manufacturer's guarantee.
' E. Provide systems and equipment installation, operating and maintenance instructions
and catalog data for transmittal to the Owner. Place the data in a looseleaf binder
which contains an index of the products listed alphabetically by name and a
separate index listing the manufacturers alphabetically by name and including the
manufacturer's address and the name and address of their local representative.
F. Instruct the Owner's representative in the proper operation and maintenance of the
systems and their elements as. required or.directed to familiarize the Owner in the
operation and maintenance of the systems.
3.09 RECORD DRAWINGS
A. The Contractor shall keep a neat and accurate record of field changes made during
' construction. Changes shall be penciled in on a separate set of drawings used only
for recording changes. At completion of the project the Contractor shall deliver this
set to the Architect for preparation of record drawings.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 17 of 19
3.10 DEMOLITION
A. There are areas within the project site in which demolition will have to be performed
due to the construction requirements. The demolition work involved is not fully
described herein;: however; -the information given on the architectural and electrical
drawings and the:information set out in the Specifications substantially serve to
inform the Electrical Contractor as to the full extent of the demolition required. It is
the intent of this specification that all required demolition work be fully and
completely performed and all work be accomplished in a neat and workmanlike
manner.
B. Floor plans show the walls and partitions that are to be added or removed as part
of the remodeling work. Study these sheets, along with the architectural, structural,
electrical and mechanical drawings for the complete scope of work, to accomplish
the demolition and remodeling portion of the project.
C. Visit the site and examine the areas where demolition and remodeling work is to be
done. Verify with the Owner's representative, the Engineer, the drawings and
examination of the existing building, the extent of the demolition work that is now
concealed in walls, above ceilings and below floors. Failure to do so will not
constitute a valid reason for being compensated for required demolition work that
is now concealed.
3.11 EXCAVATION AND TRENCHING
A. Excavate to the depths indicated on the drawings or as required to provide
adequate burial depth. Excavated materials not required or suitable for backfill or
fill shall be removed from the site. Do such grading as is necessary to prevent
surface water from flowing into trenches or other excavations. Water accumulating
therein shall be removed by pumping or by other method. Sheeting and shoring
shall be installed as may be necessary for protection of the work and for safety of
personnel. Excavation shall be by open cut except that short sections of a trench
may be tunneled if the pipe can be safely and properly installed and backfill can be
properly tamped in such tunnel sections.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 18 of 19
B. Trench Excavation: Grade bottom of trenches to provide uniform bearing and
support for each section of pipe on undisturbed soil. Where rock is encountered,
excavate to a minimum overdepth of 4 inches below trench depths indicated on the
drawings or specified. Overdepth in rock excavation and unauthorized overdepths
shall be backfilled. Whenever wet or otherwise unstable soil incapable of properly
supporting the pipe in encountered, such soil shall be removed and the trench
backfilled to proper grade as hereinafter specified.
C. Trenches shall not be backfilled until tests have been performed, wires have been
pulled and the systems as installed conform to requirements of the drawings and
specifications.
D. Backfill trenches with excavated materials consisting of earth, sandy clay, sand,
gravel, soft shale or other approved materials, free from clods of earth or stones 2
1/2 -inch maximum dimension, deposited in 6 -inch layers and compacted to 95%
Standard Proctor Compaction Test of the maximum laboratory density determined
in accordance with ASTM D698, Moisture -Density Relation of Soils. Test for
maximum density will be made without expense to the Contractor. If fills fail to meet
the specified densities, the Contractor shall remove and recompact the fill until
specified densities are achieved. Compaction tests shall be performed for each fifty
(50) linear feet of trench.
' 3.12 SALVAGE
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A. All items of usable equipment remain the property of the Owner. Store all such
items of equipment which are to be removed and which are not to be reused on the
premises as directed by the Owner.
B. Usable items, as determined by the Owner, include existing electrical equipment,
fixtures and other equipment so designated. Remove all unused items from the
premises.
3.13 ASBESTOS DISCOVERY
A. If the execution of this work requires the disturbing of any substance which appears
to be asbestos or which may contain asbestos fibers, notify the Owner before
continuing work at the suspect location.
Any materials testing positive will be removed by the Owner before work continues.
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SECTION 16000
GENERAL ELECTRICAL PROVISIONS
Page 19 of 19
3.14 FINALLY
A. It is the intention that this specifications shall provide a complete installation. All
accessories and apparatus necessary for complete operational systems shall be
included. The omission of specific reference to any part of the work necessary for
such complete installation shall not be interpreted as relieving this Contractor from
furnishing and installing such parts.
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***END SECTION 16000***
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PART 1 - GENERAL
1.01 WORK INCLUDED
1 A. Provide and install identification markers.
' ,1.02 RELATED WORK
' A. Section 16111: Conduit
B. Section 16120: Wires and Cables
IPART 2 -PRODUCTS
SECTION 16109
IDENTIFICATION
Page 1 of 2
2.01 MATERIALS
A. Provide nameplates of laminated phenolic plastic with engraved letters 3/1 6 -inch
' high at pushbutton stations, thermal overload switches, receptacles, wall
switches and similar devices where the nameplate is attached to the device
plate. At all other locations, make lettering 1/4 -inch high, unless otherwise
' detailed on the drawings. Securely fasten nameplate to the equipment with No.
4 Phillips, roundhead, cadmium plated, steel self -tapping screws or nickel plated
brass bolts. Motor nameplates may be nonferrous metal not less than 0.03 -inch
thick, die stamped.
B. Pre -marked, self-adhesive, wrap around type markers, manufacturers: Brady,
T&B, E -Z Code.
' C. Electrical Marking Tape in electrical trenches shall be RED in color,
approximately 6 inches wide with (similar to) "WARNING ELECTRICAL" printed
continuously, Brady No. 91296. The tape shall be suitable for direct burial.
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SECTION 16109
' IDENTIFICATION
Page 2 of 2
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PART 3 - EXECUTION
3.01 INSTALLATION
' A. General: Equip the following items with nameplates.
1. All motors, motor starters, motor control center, pushbutton stations,
control panels, time switches.
' 2. Disconnect switches, fused or unfused switchboards and panelboards,
circuit breakers, contactors or relays in separate enclosure.
3. Wall switches controlling outlets for lighting fixtures or equipment where
the outlets are not located within sight of the controlling switch.
4. Special electrical systems at junction and pull boxes, terminal cabinets
and equipment racks.
B. Upon job completion the Contractor shall obtain Owner's approval for all
nameplate inscriptions prior to fabrication and installation. Include on
' nameplates for panelboards and switchboards the panel designation, voltage and
phase of the supply. The name of the machine or the motor nameplates for a
particular machine must be the same as the one used on all motor starter,
' disconnect and pushbutton station nameplates for that machine, unless
specifically directed otherwise by the Owner.
' C. The Contractor shall provide typed panel schedules for all electrical panels.
Schedules shall reflect actual wiring incorporating all field changes.
D. Label all junction boxes with a black permanent marker indicating circuit number
and distribution panel or motor control center feeling the circuits contained
therein.
E. Underground cable and conductor runs shall be marked with concrete slab
markers as shown on drawings.
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***END SECTION 16109***
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SECTION 16111
CONDUIT
Page 1 of 5
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Conduit and couplings.
B. Flexible conduit.
1.02 RELATED WORK
A. Section 16109: Identification
1.03 APPROVED MANUFACTURERS
A. Republic, Wheatland, Allied, Triangle or approved equal.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Unless otherwise noted, all conduit shall be hot -dipped, galvanized rigid steel
and shall conform to the requirements of UL Standard 6, 514 and 1242.
B. Minimum size conduit shall be 3/4 -inch. Other sizes shall be as indicated on the
plans, or required by the NE Code for number and size of conductors installed.
C. Flexible Conduit: Aluminum or steel armor, plastic jacketed type with liquid -
tight connectors.
D. Transitions between nonmetallic conduits and conduits of other materials shall
be made with the manufacturer's standard adapters designed for such purpose.
E. For underground and exterior concealed conduit, use rigid threaded galvanized
steel unless noted otherwise.
F. PVC conduit shall conform to the requirements of Fed. Spec. W -C-1094.
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SECTION 16111
CONDUIT
Page 2 of 5
F. Make connections to motors and equipment with PVC jacketed flexible conduit
and liquid -tight connectors. Minimum size 1/2 -inch for motor connections. Use
3/8 -inch Greenfield flexible conduit only for fixture wiring. Provide sufficient
length of flexible conduit to avoid transmission of vibration.
' G. Do not use PVC conduit unless specifically called for on the plans or required
by other Sections of these Specifications.
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H. Wireways
1. Where indicated on the plans, approved metal wireways shall be
furnished and installed complete with the necessary complement of
fittings, connectors and accessory parts. Wireways shall be of the "lay -
in" type with screw covers for full channel access. Wireways cross-
sectional dimensions shall be as noted on the plans. All sheet metal parts
shall be coated with a rust inhibitor. All hardware shall be plated to
prevent corrosion.
2. Wireways shall be securely supported by approved methods at 5 -foot
intervals. Number of conductors per wireway shall conform to the latest
NE Code requirements.
PART 3 - EXECUTION
3.01 INSTALLATION
A. All wiring systems shall be installed in raceways consisting of galvanized steel
tubing, rigid galvanized steel, flexible steel conduit, neoprene: covered flexible
steel conduit, or aluminum conduit.
B. Water tight junction boxes, fittings, expansion joints, compression fittings (for
use with all electrical tubing), conduit hubs, etc., shall be provided, for all
electrical systems wherever construction dictates including, but not limited to,
outdoor locations.
C. Flexible conduit used in outdoor locations or indoor locations where exposed to
continuous or intermittent moisture shall be liquid tight, neoprene covered and
UL listed. All fittings for such applications shall be liquid tight, nylon insulated
throat type as manufactured by Thomas and Bretts, Series 5331, or approved
equal.
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SECTION 16111
CONDUIT
Page 3 of 5
D. Sufficient slack shall be provided in all flexible conduit connections to reduce
the effects of vibration.
E. Insulated bushings shall be used where conduit is installed in any enclosure or
junction box. In addition, insulated bushings shall be used on all conduit 1/4 -
inch and larger.
F. All conduit bends shall have a radius greater than or equal to that stipulated by
the NEC.
G. All conduit joints shall be cut square, threaded, reamed smooth and drawn up
' tight. Bends or offsets shall be made with standard conduit ells, field bends
made with an approved bender or hickey, or hub -type conduit fittings. Number
of bends per run shall conform to NE Code limitations.
Concealed conduits shall be run in a direct line with long sweep bends and
offsets. Exposed conduits shall be run parallel to and at right angles to building
lines.
Conduits shall be continuous from outlet to outlet and from outlets to cabinets,
pull or junction boxes, and shall be secured to all boxes with locknuts and
bushings in such a manner that each system shall be electrically continuous
' throughout. Conduit ends shall be capped to prevent entrance of foreign
materials during construction.
' Conduit terminals at cabinets and boxes shall be rigidly secured with locknuts
and bushings required by the NE Code and local electrical codes.
H. Install conduit concealed in all areas excluding mechanical, electrical and
elevator rooms, connections to motors, connections to surface cabinets and
conduit to fixtures in rooms without ceilings.
I. For exposed runs, attached surface mounted conduit with clamps.
J. Coordinate installation of conduit in masonry work.
K. Do NOT install conduit in concrete slabs.
L. Install conduit free from dents and bruises. Plug ends to prevent entry of dirt
or moisture.
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SECTION 16111
CONDUIT
Page 4 of 5
M. All conduit systems shall be installed complete. and shall be cleaned out before
installation of conductors.
N. Alter conduit routing to avoid structural obstructions, minimizing crossovers.
0. Provide sealing conduit fittings where conduits penetratewalls separating areas
operating at different temperatures. Install a removable foam sealant to prevent
air movement in conduit after final test of systems.
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P. Provide flashing and pitch pockets making watertight joints where conduits pass
through roof or waterproofing membranes.
Q. Install UL approved expansion fittings complete with grounding jumpers where
conduits cross building expansion joints (review architectural and structural
drawings and coordinate with General Contractor to determine expansion joint
'
locations). Provide bends or offsets in conduit adjacent to building expansion
joints where conduit is installed above suspended ceilings.
' R. Route all exposed conduits parallel or perpendicular to building lines. Run
concealed conduits in a direct line.
S. Allow minimum of 6 -inch clearance at flues, steam pipes and heat sources.
Allow 1 2 -inch clearance at telephone conduits. Where possible, install
' horizontal raceway runs above water and steam piping.
T. Make bends of offsets with standard conduit ells, field bends with approved
bender or hickey or hub type fittings.
' U. Punch holes required in cabinets with a Greenlee tool.
V. Securely support conduits from the structure using approved type clamps,
' hangers and assemblies. Space supports according to manufacturer's
recommendations and accepted practice. Do not support conduits from ceiling
suspension system. In no case exceed spacing per NEC maximum.
W. Keep all conduits dry and free of water or debris with approved plugs or caps.
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SECTION 16111
CONDUIT
Page 5 of 5
X. Leave a
No. 12
copper
wire in all empty
conduits.
Terminate empty conduit
stubouts
with
insulated
throat connector
or plastic
bushing.
Y. Install properly sized grounding conductor in all conduit.
Z. Do not install conduit in metal deck corrugations or within 12 inches of roof
deck without approval of Owner. Support conduits on metal hangers suspended
from structure.
***END SECTION 16111***
SECTION 16120
WIRES AND CABLES
Page 1 of 4
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Wire and Cables
1.02 RELATED WORK
A. Section 16109: Identification
PART 2 - PRODUCTS
2.01 APPROVED MANUFACTURERS
A. Conductors - Triangle, Anaconda, Rome, Phelps Dodge, Southwire, Belden or
approved equal.
2.02 MATERIALS
A. Wire and cable shall be new, shall have size, grade of insulation, voltage and
manufacturer name permanently marked on outer covering at regular intervals.
B. Wire shall be color coded with a separate color for each phase and neutral and
the color code shall be consistent throughout installation.
C. Building Wiring: 98% conductivity, soft drawn conforming to requirements of
the NEC and relevant ASTM specifications, copper, 600 volt insulation, dual
rated THHN-THWN. (No aluminum conductors shall be allowed in the work.)
D. Branch Circuit Wiring:
1. Conductors smaller than No. 12 AWG gauge not permitted, unless
specifically noted. All conductors shall be stranded construction.
2. Conductors shall be in conduit with the conduit fill as per the NEC.
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SECTION 16120
' WIRES AND CABLES
Page 2 of 4
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' E. Control Cables: A copper shielded, polyethylene insulated. and jacketed, No. 19
AWG telephone cable conforming to the United States Department of
Agriculture, Rural Electrification Administration (REA) Bulletin 345-14, REA
' Specifications for Fully Color -coded, Polyethylene Insulated, Double
Polyethylene -Jacketed Telephone Cables for Direct Burial, shall be used.
F. Power Cables: A copper shielded, polyethylene insulated, jacketed and
armored, No. 8 AWG 5KV type MV -90 3 conductor shielded cable suitable for
direct burial shall be used. This cable shall meet the current FAA requirements.
G. Exterior Wiring: Bare stranded for ground meeting ASTM Specifications B3 and
B8, THWN-THHN for all other.
H. Conductors shall be spliced by approved methods and only in approved junction
boxes and not in conduit.
I. Use pre -insulated pressure connectors such as Scotchlock on conductors No.
10 and smaller. Use approved high-pressure crimp sleeve connectors on No. 8
and larger conductors.
J. Make ground and feeder conductor lug connections using high pressure crimp
lugs such as Anderson, T & B, Burndy. Make underground ground connections
using cast thermal process such as Cadweld.
PART 3 -EXECUTION
3.01 INSTALLATION
' A. Make conductor length for parallel feeders identical.
B. Lace or clip groups of conductors at panelboards, pull boxes and wireways.
C. Provide copper grounding conductors and straps.
' D. Install wire and cable in code conforming raceway.
SECTION 16120
WIRES AND CABLES
Page 3 of 4
E. Use wire pulling lubricant for pulling No. 4 AWG and larger wire. Do not use
pulling lubricant for isolation panel secondary circuits.
F. Install wire in conduit runs after concrete and masonry work is complete and
after moisture is swabbed from conduits.
G. Splice only in accessible junction or outlet boxes. Install splices and taps which
have mechanical strength and insulation rating equivalent -or -better than
conductor and are compatible with conductor material.
H. Color coding shall be by wire color for #10 and smaller, and by colored tape for
larger conductors. Panel phasing shall be ABC for the entire system. Approved
colors are:
480V Phase A
Brown
Phase B
Orange
Phase C
Yellow
Neutral
Gray or White with Yellow tracing
208V Phase A
Black
240V Phase B
Red
Phase C
Blue
Neutral
White
Ground Green
Or
as required
by local
codes.
All
conductors
shall be
manufactured by an approved American manufacturer.
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SECTION 16120
WIRES AND CABLES
Page 4 of 4
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' 3.02 MARKING
A. Identify circuits using wire markers at the following locations:
1. All power and lighting branch circuits and feeders at pull boxes, fixtures,
outlets, motors, etc., indicating panel and circuit number at which each
circuit or feeder originates.
' 2. All branch circuits in the panelboard gutters indicating corresponding
branch circuit numbers.
3. All signal and control wires at all termination points such as cabinets,
terminal boxes, equipment racks, control panels, consoles, etc. Install in
accordance with approved schedules prepared by the equipment
manufacturer or by the Contractor.
4. Both ends of all pull wires with tag reading "PULL WIRE" and numbered
to refer to the same pull wire.
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I***END SECTION 16120***
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PART 1 - GENERAL
1.01 WORK INCLUDED
A. Fuses
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
SECTION 16180
OVERCURRENT PROTECTIVE DEVICES
Page 1 of 2
IA. Fuses: Bussman, Littlefuse, Brush, Gould Shawmut
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2.02 FUSES
A. General:
1. Except as otherwise indicated, provided fuses of types, sizes, ratings and
average time -current and peak let through current characteristics
indicated, which comply with manufacturer's standard design, materials
and construction in accordance with published product information and
with industry standards and configurations.
B. Cartridge fuses shall be rated
300
volts one
(1)
time of ampere ratings noted.
Fuses shall be manufactured
by an
approved
manufacturer.
Fuses shall be plainly marked (either by printing on fuse barrels or by labels
attached to the barrels) showing name or trademark of manufacturer, voltage
rating, ampere rating, interrupting rating (where other than 10,000 amps), and
the leg -end "current limiting", where applicable. On fuses used for
supplementary protection, however, interrupting ratings need not be so marked.
Fuseholders shall be so designed that it will be difficult to put a fuse on any
given class into a fuseholder which is designed for a lower current or higher
voltage than that of the class to which it belongs. Where current -limiting fuses
are specified, fuseholders shall not permit insertion of fuses which are not
current -limiting.
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SECTION 16180
OVERCURRENT PROTECTIVE DEVICES
Page 2 of 2
PART 3 - EXECUTION
3.01 INSTALLATION OF OVERCURRENT PROTECTIVE DEVICES
A. Install overcurrent protective devices as indicated in accordance with the
manufacturer's written instructions and with recognized industry practices to
insure that protective devices comply with requirements. Comply with NEC and
NEMA standards for installation of overcurrent protective devices.
B. Coordinate with other work, including electrical wiring work as necessary to
interface installation of overcurrent protective devices with other work.
' 3.02 FIELD QUALITY CONTROL
' A. Prior to energization of overcurrent protective devices, test devices for
continually of circuitry and for short circuits. Correct manufacturing units and
then demonstrate compliance with requirements.
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***END SECTION 16180***
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SECTION 16420
TRANSFORMERS
Page 1 of 3
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Extent of transformer work is indicated by drawings and schedules.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's data on power/distribution transformers,
including certification of transformer performance efficiency at indicated loads,
percentage regulation at 100% and 80% power factor, no-load and full -load
losses in watts, percentage impedance at 75 degree C, hot -spot and average
temperature rise above 40 degree C ambient, sound level in decibels and
standard published data.
IJ_laf'nUa.111101V
2.01 ACCEPTABLE MANUFACTURERS
A. Acceptable Manufacturers:
1. General Electric
2. Square D
3. Westinghouse
' 2.02 POWER/DISTRIBUTION TRANSFORMERS
A. General: Except as otherwise indicated, provide manufacturer's standard
' materials and components as .indicated by published product information,
designed and constructed as recommended by manufacturer. Ground stepdown
transformer secondaries as indicated on the drawings.
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SECTION 16420
TRANSFORMERS
Page 2 of 3
2.03 DISTRIBUTION TRANSFORMERS
A. Transformers 50 KVA or less: Provide factory assembled, general purpose oil
insulated, self cooled, pad mounted distribution transformers where shown, of
sizes, characteristics and rated capacities indicated; 1 -phase, 60 Hz, 4.5%
impedance with 2400 volts connected primary and 120/240 volts secondary.
Provide primary winding with four taps, two (2-1/2%) above and two (2-1/2%)
below full rated voltage for a de -energized tap -changing operation. Provide
terminal enclosure with cover, to accommodate primary and secondary coil
wiring, connections and electrical supply raceway terminal connector. Equip
terminal leads with connectors installed. Provide loop feed dead front primary
bushings and spade connectors on the secondary. Fusing shall be BAY -O -NET
load sensing. Provide one set of Elbow Load Break Connectors for #6 copper,
two spare fuse elements and one Stand-off insulator for each (See riser
diagram for requirements different from those listed herein.)
Rated capacity shall be as noted herein on the plans. Circuit connections shall
be in an approved manner.
B. Provide wiring connections suitable for copper wiring. Electrically ground core
and coils to transformer enclosure by means of flexible metal grounding strap.
Provide transformers with full enclosed sheet steel enclosures. Apply
manufacturer's standard light green outdoor enamel over cleaned and
• phosphatized steel enclosure. Provide transformers suitable for ouside pad
mounting, unless noted otherwise.
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SECTION 16420
TRANSFORMERS
Page 3 of 3
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PART 3 - EXECUTION
3.01 INSTALLATION OF TRANSFORMERS
A. Install transformers as indicated, complying with manufacturer's written
instructions, applicable requirements of NEC, NEMA and IEEE standards and in
' accordance with recognized industry practices and insure that products fulfill
requirements.
B. Coordinate transformer installation work with electrical raceway and wire/cable
work, as necessary for proper interface.
C. Install units to comply with manufacturer's indicated installation method.
ID. Connect transformer units to electrical wiring system. Comply with
requirements of other Division 16 sections. Wiring connections to be in strict
conformity with NEC.
3.02 GROUNDING
A. Provide tightly fastened equipment grounding and bonding connections for
transformers as indicated.
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3.03 TESTING
A. Upon completion of installation of transformers, energize primary circuit at rated
' voltage and frequency from normal power source and test transformers,
including, but not limited to, audible sound levels, to demonstrate capability and
compliance with requirements. Where possible, correct malfunctioning units at
' the site, then retest to demonstrate compliance; otherwise, remove and replace
with new units and proceed with retesting.
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***END SECTION 16420***
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SECTION 16450
GROUNDING
Page 1 of 2
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Power system grounding
B. Communication system grounding
1.02 RELATED WORK
A. Section 16111: Conduit
B. Section 16120: Wire and Cables
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1.03 REGULATORY REQUIREMENTS
A. Install complete grounding system for the building(s) and all electrical equipment
in accordance with National Electrical Code.
PART 2 - PRODUCTS
2.01 GROUNDING
A. Provide copper grounding conductors for grounding connections sized according
to NEC.
PART 3 - EXECUTION
3.01 POWER SYSTEM GROUNDING
A. Circuit Grounding:
1. Install grounding bushings, grounding studs and grounding jumpers at
distribution centers and panelboards. Install NEC sized ground conductor,
#12 AWG minimum, in all branch circuit and equipment conduits.
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SECTION 16450
GROUNDING
Page 2 of 2
B. Bonding Jumpers:
1. Provide green insulated wire, size correlated with over -current device
' protecting the wire, attach to grounding bushings on conduit, to lugs on
boxes and other enclosures. Connect to neutral only at service neutral
bar, make separate lug.
C. Bonding Wires:
1. Install bonding wire in flexible conduit connected at each end to a
grounding bushing.
D. No strap type grounding clamps shall be used. All connections shall be made
only after surfaces have been cleaned or ground to exposed metal.
' E. Metal raceways, metal enclosures of electrical devices, switchgear enclosures,
transformer frames, and other equipment shall be completely grounded in an
approved manner prescribed by the NE code. All necessary conduit,
' conductors; clamps, connectors, etc. for the grounding system shall be
furnished, installed and connected by the Electrical Contractor.
F. Ground Rods:
1. Grounding shall be accomplished by means of a driven ground rod 3/4 -
inch in diameter and 10 feet long, with a clamp at the top and a #6 bare
' stranded copper conductor extending to the ground buss in the main
switch. One (1) each for each main.
' G. Bonding Methods:
1. All conduit runs are to have a properly sized insulated grounding
' conductor.
All counterpoise grounding connections shall be of the "Exothermic Weld" type,
with unmodified and approved molds.
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***END SECTION 16450***
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TABLE C-1.2
TIMBER TRENCH SHORING -- MINIMUM TIMBER REQUIREMENTS a
SOIL TYPE B P - 45 X H t l2 psi (2 ft. Surcharge)
DEPTH
aA
or
CROSS BRACES
WAS
5
QPRIC}CS
TRENCH
HSPACING
W
TO
VERT.
RT
MAXIMUM
ALLOWABLE
HORIZONTAL SPACING
(FEET)
(FEET)
UP TO
UP TO
UP TO
UP TO
SPACING
SIZE
SPACING
(FEET)
4
6
9
12
IS
(FEET)
IN
(FEET)
CLOSE
2
3
UP IO
5
6
426
4X6
626
6X6
6X6
5
628
5
2X6
UP TO
TO8
6X6
626
626
6X8
6X8
5
BRIO
UP TO
10
10
6X6
626
6x6
6X8
6X8
5
10210
5
216.
See
UP TO
10
6
6X6
6X6
626
6X8
6X8
5
8X8
5
2X6
UP TO
TO
8
6X8
6X8
6X8
8x8
8X8
5
10210
5
2X6
UP TO
15
In
828
axs
gxs
RXR
Rxlp
5
IOX12
5
2X6
See
Note I
UP TO
15
6
6X8
6X8
628
828
8X8
5
8210
5
3Z6
UP TO
To
8
8X8
828
8X8
8X8
8210
5
10212
5
3X6
UP TO
20
10
8X10
8210
8x10
8x10
10110
5
12212
5
3X6
See
Note I
OVER
20
SEE NOTE
I
vva.cul WALO a weaning atrengtn not less than 850 psi.
AA Manufactured members of equivalent strength may by substituted for wood.
W
na�a
TABLE C-1.) O
'TIMBER TRENCH SHORING -- MINIMUM TIMBER REQUIREMENTS ^ C
SOIL TYPE C P - 80 X H • 72 psi (2 ft. Surcharge)
a
O
J
1
1
1
1
DEPTH
aA
or
CROSS BRACES
TRENCH
HORIZ.
WIDTH OF
TRENCH
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UPRIGHTS
SPACING
UP
MAXIMUM ALLOWABLE HORIZONTAL SPACING
(FEET)
TO
UP TO
UP TO
UP TO
UP to
SPACING
SIZE
SPVACING
(FEET) (See Note 2
CLOSE
4 6 9 12 FEET IN (FEET)
UP TO
5
6
628
628
628
828
828
5
8X10
5
226
UP TO
TO
8
8%8
828
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8%10
5
10212
5
226
UP TO
10
10
8210
8210
8210
8x10
10210
5
12212
5
2X6
See
Note I
UP TO
10
6
828
8X8
8X8
8X8
8XIO
5
IOX12
5
2X6
UP TO
TO
8
8X10
8210
8210
8210
10210
5
12212
5
226
See
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Rote i
See
Note I
UP TO
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6
8210
8210
8x10
8210
10210
5
12X12
5
3X6
See
TO
See
20
Note I
See
Note I
OVER
20
SEE NOTE
I
- mnea Uaa Or equivalent with a bending strength not less than 850 psi.
•* Manufactured members of equivalent strength may be substituted for wood.
J
C
TABLE C-2.1 C
0
TIMBER TRENCH SHORING -- MINIMUM TIMBER REQUIREMENTS • '
SOIL TYPE A P - 25 X H t 72 psi (2 ft. Surcharge) 7
a
9
DEPTH SIZE 4 9
OF CROSS BRACES 'A UPRIGHTS n
TRENCH HORIZ. WIDTH OF VERT. VERT. MAXIMUM ALLOWABLE HORIZONTAL SPACING
Ef
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(FEET) 4 6 FEET
UP TO Not Not
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UP12 TO 4X6 4X6 4X6 6X6 6X6 4 8X8 4 4X6
UP TO 4X4 4X4 4%4 6x6 6X6 4 Req'd Req d 4X10
l0 6
UP 8 TO 4X6 4X6 4X6 6X6 6X6 4 6X8 4 4%6
Pip TO 6%6 6%6 6X6 6X6 6X6 4 8%8 4 4X8
1S p TO
12 6X6 6X6 6X6 6%6 6X6 4 BXIO 4 4X6 4X10
' IS P 6 TO 6%6 6X6 6X6 6X6 6X6 4 6X8 4 3%6
TO 6X6 6X6 6X6 6X6 6X6 4 8X8 4 3x6 L4XII]TO 8P TO
10 bX6 6X6 6X6 6%6 6x8 4 8x10 4 3%620 TO12 6Xfi 6X6 6%b 6X8 6X8 4 8x12 4 3X6
OVER SEE NOTE I T
• Douglas fir or equivalent with a bending strength not less than 1500 psi.
•A Manufactured members of equivalent strength may be substituted for wood. O
TABLE C-2.2
O
TIMBER TRENCH SHORING -- MINIMUM TUBER RE UIREMENi5 • n
O
SOIL TYPE 8 P 45 X H • 72 ps(2 ft. Surcharge) 9
e f a
X
DEPTH
OF Si 6°S AND SPACING OF MEMBERS AA
TRENCH HORIZ. WIDTH OF TRENCH FEETRQ*rrs WA ES N
' VERT.
(FEET) SPACING UP TO UP 6 TO UP V TO UP TO UP TO SPACING SIZE SPACING MAXIMUM ALLOWABLE HORIZONTAL SPACING 0
(FEET) 4 12 `[
IS (FEET) (ItQ FEET
UP IiI CLOSE Z 7 4 6 O
5 6 4X6 4%6 4X6 6%6 6X6 5 6X8 3112
UP TO 5 4%8 4X12 CL
TO 8 4X6 4X6 6X6 6x6 6X6 5 8x8x
UP TO 5 3x8 4X8 p
10 10 4X6 4x6 6X6 6X8
See 6X6 5 8x10
5 4X8 S
Note 1
6
UP 3
to 6 6X6 6X6 6X6 6%8 6%8 5 8X8
UP TO 5 1X6 4X10
TO 8 6X8 6X8 6X8 8X8 G 8X8 5 10X10 5 3X6 4XIO
UP TO
is 10 6x8 6X8 8X8 8X8 8X8 5 IOX12 ft
See 5 7X6 4X10
]bte i
UP TO
IS 6 6X8 6%8 6%8 6%6 8%8
UP i0 5 8X10 5 4X6
to 8 6X8 6X8 6X8 8%8 8X0
UP TO 5 10%12 5 4%6
20 tO 8%8 8X8 8x8 8X8 8X8
See 5 12%l2 5 4X6 h
\ore I C
T
OVER 9
20 SEE NOTE 1 :'
Douglas Hr or equivalent with a bending strength not less than ISOO psi. D
Manufactured members of equivalent strength may be substituted (or wood.
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TABLE D - 1.1 c
ALUMINUM HYDRAULIC SHORING Or
VERTICAL SHORES -t
FOR SOIL TYPE A
D
v
v
Footnotes to tables, and general notes on hydraulic shoring, ate found in Appendix D, Item (g) ma
Note (]): See Appendix D, Item (g) (l)
Note (2): See Appendix D, hem (g) (2)
TABLED -12 O
ALUMINUM HYDRAULIC SHORING
0
' o
VERTICAL SHORES
FOR SOIL TYPE B u
1
1
LI HYDRAULIC CYLINDERS
DEPTH
MAXIMUM
MAXIMUM
WIDTH OF TRENCH (FEET)
OF
HORIZONTAL
VERTICAL
TRENCH
SPACING
SPACING
UP TO 8
OVER 8 UP
OVER 12 UP
TO12
TOIS
(FEET)
(FEET)
(FEET)
OVER
U/
UPTO
8
10
OVER
10
6.5
4
2INCH
21NCH
3INCH
UPTO
DIAMETER
DIAMETER
DIAMETER
15
NOTE (2)
OVER
15
5.5
UPTO
20
OVER 20
NOTE (1)
0
C
C
0
v
Footnotes to tables, and general notes on hydraulic shoring, are found in Appendix D. Item (g)
D
Note (1): See Appendix D. hem (g) (1)
Mn,.. !lF Cn_ e......�d:_ n 1.-� ,-, rte• �
I
I
I
I
I
I
Footnotes to tables, and general notes on hydraulic shoring. arc found in Appendix D. Item (g)
' Notes (1): See Appendix D. item (g) (1)
Noses (2): See Appendix D. Item (g) (2)
• Consult product manufacturer and/or qualified engineer for Section Modulus of available wales.
TABLED- 1.3
ALUMINUM HYDRAULIC SHORING
WALER SYSTEMS
FOR SOIL TYPE B
WALES
HYDRAULIC CYLINDERS
TIMBER UPRIGHTS
WIDTH OF TRENCH (FEET)
MA ACING
DEPTH
CENTER)
(ON CEN R)
OF
TICAL
SECTION
UP TO 8
OVER 8 UP TO 12
OVER 12 UP T015
SOLID
2 FT.
3 FT.
TRENCH
SPACING
MODULUS
HORIZ
CYLINDER
NORM
CYLINDER
NORM
CYLINDER
(FEET)
(FEET)
(IN')
SPACING
DIAMtttX
SPACING
DIAMETER
SPACING
DlAMhItK
OVER
3.5
8.0
2IN
8.0
NOTE(2)
8.0
3 IN
21N
5
4
7.0
9.0
2 IN
9.0
NOTE(2)
9.0
3 IN
3xI2
UP TO
10
14.0
12.0
3 IN
12.0
3 IN
12.0
3 IN
2N
OVER
3.5
6.0
2IN
6.0
NOTE(2)
6.0
3IN
10
4
3x12
7.0
8.0
31N
8.0
3IN
8.0
31N
UP TO
15
14.0
10.0
3IN
10.0
SIN
10.0
3IN
21N
OVER
3.5
5.5
21N
5.5
NO 2
5.5
3 IN
7.0
6.0
3IN
6.0
TIN
6.0
3IN
15
4
3x12
UPTO
20
14.0
9.0
SIN
9.0
3IN
9.0
314
OVER 20
NOTE (1)
Footnotes to tables, and general notes on hydraulic shoring, are found in Appendix D, Item (g)
Notes (H: See Appendix D, item Ig) (1)
Notes (2): See Appendix D. Item (g) (2)
• Consult product manufacturer and/or qualified engineer for Section Modulus of available wales.
TABLED- 1.4
ALUMINUM HYDRAULIC SHORING
WALER SYSTEMS
FOR SOIL TYPE C
WALES
HYDRAULIC CYLINDERS
TIMBER UPRIGHTS
WIDTH OF TRENCH (FEET')
MAX.HORIZ SPACING
DEPTH
•
_____________
(ON CENTER)
OF
VER1ICAI.
SEcnON
TRENCH
SPACING
MODULUS
UP TOS
OVER B UP TOI2
OVERI2UPTOIS
SOIJD
2FT.
3FT.
NORM
CYLINDER
NORM
CYLINDER
NORM
CYLINDER
(FEET)
(FEET)
(IN')
SPACING
DIAMETER
SPACING
DIAMIILM
SPACING
DIAMEThR
OVER
3.5
6.0
2IN
6A
2IN
NOTE(2
6.0
3IN
5
4
UPTO
7.0
6.5
2 IN
6.5
NOTE(2)
6.5
3 IN
3x12
14,0
10.0
3 IN
10.0
3 IN
10.0
3IN
10
OVER
3.5
4.0
2 IN
4.0
NO21N2
4.0
3 I
7.0
5.5
3IN
5.5
3IN
5.5
3IN
10
UP TO
4
3x12
-
14.0
8.0
3111
8.0
3IN
8.0
3N
15
2IN
OVER
3.5
3.5
2 IN
3.5
NOTE(2)
3.5
3 I
IS
UP TO
4
7.0
5.0
3IN
5.0
3IN
5.0
3IN
3x12
14.0
6.0
3IN
6.0
31N
6.0
3IN
20
OVER 20 NOTE (1)
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