HomeMy WebLinkAbout52-89 RESOLUTION_
RESOLUTION NO. 52-89
A RESOLUTION AUTHORIZING THE MAYOR AND CITY
CLERK TO EXECUTE A CHANGE ORDER IN THE CITY'S
ENGINEERING CONTRACT WITH CEI ENGINEERING
ASSOCIATES, INC. FOR THE DAVISON STREET SEWER
REPLACEMENT PROJECT TO AUTHORIZE ADDITONAL
ENGINEERING SERVICES FOR THE REPLACEMENT OF
SEWER MAINS SERVING THE 200 BLOCK OF EAST
CENTER STREET.
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BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. That the Mayor and City Clerk are hereby
authorized and directed to execute a change order in the City's
engineering contract with CEI Engineering Associates, Inc. to
authorize additional engineering services for the replacement of
sewer mains serving the 200 block of East Center Street. A copy
of the contract authorized for execution is attached hereto marked
Exhibit "A" and made a part hereof.
PASSED AND APPROVED this 6th day of June
APPROVED
By: aleirati
Mayor
, 1989.
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machtAci
AMENDMENT TO
AGREEMENT FOR ENGINEERING SERVICES
This is an amendment to the Agreement for Engineering
Services executed on the 12th day of April 1989 between the
City of Fayetteville, Arkansas and CEI Engineering Associates,
Inc. for the Davidson street Sewer Rehabilitation Project.
The City intends to increase the scope of the referenced
agreement to include an additional segment of sewer
rehabilitation; approximately 400 L.F. of 6" on or adjacent to
Center Street east of the Washington County Court House.
CEI Engineering Associates, Inc. agrees to perform the
various professional engineering services for the design and
construction of said additional segment.
Section B (Page -6) Compensation for Engineering Service,
from the referenced agreement shall be amended as follows:
The CITY shall compensate the ENGINEER in accordance with the
following schedule:
Part 1:
Part 2:
For professional services required to complete detailed plans
and specifications for the above referenced project, including
surveys for easement purposes and $2,000 for the preparation
of easements and plats for easement acquisition said amount
($2,000) to be adjusted based on actual easement requirements,
the CITY shall compensate the ENGINEER with the lump sum fee
of
$9,689.00 (Nine thousand six hundred eighty nine dollars)
The hourly rate for preparing plats and legal description for
easement purposes: will be $27.50 for a Registered Land ,
Surveyor
For professional services for the bid phase of the project,
through the recommendation of awards, the CITY shall
conpensate the ENGINEER with the lump sum fee of
$1,078.00 (One thousand seventy eight dollars)
(1)
Part 3: For professional services required to perform construction
management including one full time inspector for the entire
estimated construction period and preparation of "As -Built"
drawings, the CITY shall compensate the ENGINEER with the lump
sum fee of
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$7,533.00 (Seven thousand five hundred thirty three dollars)
Said amounts reflecting a proportional amount of a total
increase of $1,300.00 (one thousand three hundred dollars)
In contract price.
This amendment does not affect or alter any contract provision
other than what is clearly stated herein.
(2)
APPROVAL
IN WITNESS WHEREOF, the parties hereto have executed, or caused to be
executed by their duly authorized officials, this Amendment in
duplicate on the respective dates indicated below.
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CITY:
0 By
E McWETHY WILLIAM V. MRRTIN
Type Name Type Name
Title CITY Title
(SEAL)
CLERK
ATTEST: mce2?
Date
By
; MAYOR
AUGUST 4, 1989
ENGINEER:
Type Name. Mark C. JcIhnson Type Name
Title Project Engineer Title
Date
(3)
Robert E. Holmes
President
t
SPECIFICATIONS AND BID DOCUMENTS
FOR THE CITY OF
FAYETTEVILLE, ARKANSAS
DAVIDSON STREET
SEWER REHABILITATION
-1"
Prepared By
Bentonville Arkansas
FROM:
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CITY OF FAYETTEVILLE
CONTRACT/LEASE REVIEW
D OatteptC•514 01/6•• / Pi.* mortr
NAME DIVISION/DEPARTMENT
COMMENTS 4PLAMt 1.4644) CADHle_A Cre PeTt)
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BUDGET REVIEW:
BUDGET COORDINATOR
5.c.;
***************************************M******M*******Mat*
ACCOUNTING SUPERSLISOR
4
CITY JATTORNEV
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)/44S,R0
DATE
/-S-
DATE
PURCHAI AGENT DATE
I7ERNAL AUDITOR
DATE
ADVERTISEMENT FOR BIDS
City Administration Building
113 West Mountain
Fayetteville, Arkansas
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Separate and sealed BIDS for the repair or replacement of existing
sanitary sewer mains along six (6) different locations, all within the city
limits, and owned and maintained by the City of Fayetteville, Arkansas,
will be received at the offices of the City Engineer, City Administration
Building, 113 West Mountain, Fayetteville, Arkansas, until 2:00 p.m.,
November 8, 1989, and then at said offices all BIDS will be publicly opened
and read aloud. The BID envelope must be clearly marked "Bid for
Fayetteville Sanitary Sewer Rehabilitation Project". The Bidders BID BOND
must be enclosed in a separate envelope, but attached to the BID envelope.
The Rehabilitation Project will include the furnishing of all
necessary materials, supplies, tools, labor, supervision, and other
services 'required or necessary for the complete construction of the
following:
Approximately 6827 linear feet of SDR 35 PVC and approximately 160
linear feet of CL. 50 DIP sanitary sewer main pipe; 26 sanitary sewer
manholes; reconnection of existing service laterals; together with all
work necessary for a complete repair or replacement.
The CONTRACT DOCUMENTS consisting of Advertisement for Bids,
Instructions to Bidders, Bid Bond, Bid, Agreement, Payment Bond,
Performance Bond, General Conditions, Special Instructions, Special
Conditions, Detailed Specifications, Drawings, Attachments and Addenda, may
be examined in the office of the City Engineer, City Administration
Building, Fayetteville, Arkansas, 72701, and the office of CEI Engineering
Associates, Inc., 110 West Central, Bentonville, Arkansas, 72712.
Copies of the contract documents may be obtained from the offices of
CEI Engineering, Inc., upon payment of $50.00, non-refundable.
All bidders must be licensed under the terms of Act 150, Arkansas Acts
of 1965.
The City of Fayetteville reserves the right to reject any or all bids
and to waive any formalities in the bids. The City also reserves the right
to withhold the awarding of the contracts for a period of not to exceed
thirty days after opening of bids except with the consent of the bidder.
Dated the 20th day of October, 1989.
Purchasing Officer
City of Fayetteville
Fayetteville, Arkansas
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ADVERTISEMENT FOR BIDS
INSTRUCTIONS TO BIDDERS
BID BOND
BID
AGREEHENT
PAYMENT BOND
PERFORMANCE BOND
NOTICE OF AWARD
NOTICE TO PROCEED
CHANGE ORDER
GENERAL CONDITIONS
SPECIAL INSTRUCTIONS
SPECIAL CONDITIONS
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TABLE OF CONTENTS
et
TECHNICAL SPECIFICATIONS'
HANHOLE AND VALVE BOX REGRADING
EXCAVATION, TRENCHING, AND
BACKFILLING FOR UTILITIES
OBSTRUCTIONS
TREE REMOVAL
TESTING
EXCAVATION, EMBANKMENTS, BACKFILLING,
MANHOLE AND INLET CONSTRUCTION AND
MISCELLANEOUS SEWER AND WATER LINES
PIPE, FITTINGS, VALVES, FIRE HYDRANTS AND
OTHER MATERIALS AND EQUIPMENT AND THE
INSTALLATION THEREOF
MANHOLE AND INLETS
SPECIFICATIONS FOR PVC GRAVITY SEWER PIPE
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
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B-1
D-1
E-1
F-1
G-1
H-1
I-1
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K-1
L-1 -
SI -1,
SC -1,
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B-9
D-2
E-5
F-3
G-3
H-3
L-20
SI -2
SC -5
11-1 - 11-2
12-1 - 12-6
13-1 - 13-2
16-1
18-1 - 18-2
21-1 - 21-9
25-1 - 25-2
26-1 - 26-8
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B ids are due at the office of the City Engineer, Administration Building,
113 West Mountain, Fayetteville, Arkansas, 72701, no later than 200 p.m.,
on the eighth day of November, 1989.
No bidder shall divulge the information in the sealed bid to any person
whomsoever, except those having a partnership or other financial interest
with him in the bid, until after the sealed bids have been opened.
B ids which are incomplete, unbalanced, conditional, or obscure, or which
contain additions not called for, erasures, alterations or irregularities
o f any kind, or which do not comply with the Instruction to Bidders may be
•rejected as informal at the option of the Owner. However, the Owner
reserves the right to waive technicalities as to changes, alterations or
revisions and to make the award in the best interest of the Owner.
4. UNIT PRICES AND FILLING IN BIDDING FORMS. Bidders must state a unit
price for each item or work named in the Engineer's estimate of quantities
o f work to be done. Unit prices shall include amounts sufficient for the
furnishing of all labor, materials, tools, equipment and apparatus of every
description, to construct, erect, and finish completely all of the work as
called for in the specifications or shown in the plans. Unit prices bid
and totals shown in the Proposal shall not include any of the costs of
e ngineering, advertising, appraising, or printing.
The price bid for each item must be stated in figures and in words in the
appropriate blank spaces provided on the bidding forms. The figures must
be clear and distinctly legible so that no question can arise as to their
intent and meaning. In case of a difference in the written words and
figures in a Proposal, the amount state in written words shall govern.
5. PRICES BID TO BEAR RELATIONSHIP TO COST OF WORK. Prices bid on the
various items in the Proposal shall bear a fair relationship to the cost of
the work to be done. Bids which appear unbalanced and deemed not to be in
the best interest of the Owner may be rejected at the discretion of the
Owner.
6, SIGNATURE ON BIDS. If the bid is made by an individual, his firm name
must be given, and the Proposal signed by him or his duly authorized agent.
If the bid is made by a partnership, the firm name and the names of each
member must be given, and the bid signed by a member of the partnership, or
a person duly authorized. If the bid is made by a company or corporation,
the company or corporate name must be given, and the bid signed by an
o fficer or agent duly authorized.
P owers of attorney, properly certified, for agents and others to sign bids
must be in writing and filed with the Owner.
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INSTRUCTION TO BIDDERS
1. EXAMINATION OF SITE AND DOCUMENTS. Bidders are advised that the plans,
profiles, specifications and estimates of the Engineer on file in the
o ffice of CEI Engineering Associates, Inc., shall constitute all of the
information which the Owner shall furnish. No other information given, or
sounding made by the Owner or any official thereof, prior to the execution
o f said contract, shall ever become a part of, or change the contract,
plans, profiles, specifications and estimates, or be binding on the Owner.
P rior to submitting any bid, bidders are required to read carefully the
specifications, contract and bonds, to examine carefully all plans,
profiles, and estimates, to visit the site of the work to examine carefully
local conditions, to inform themselves by their independent research and
sounding of the difficulties to be encountered, and -all attending
circumstances affecting the cost of doing the work, and the time specified
for its completion; and to obtain all information required to make an
intelligent bid.
B idders shall rely exclusively upon their surveys, estimates,
investigations, surroundings and other things which are necessary for full
and complete information upon which the bid may be made and for which a
contract is to be awarded. The Proposal, providing for unit and lump sum
prices bid by the Contractor, contains a statement that all bids are made
with the full knowledge of the difficulties and conditions that may be
e ncountered, the kind, quality and quantity of the plans, work to be done,
e xcavation, and materials required and with full knowledge of the plans,
profiles, specifications and estimates and all provisions of the contract
and bonds. The submissions of •a bid shall constitute the acceptance of
these provisions.
2. APPROXIMATE ESTIMATE OF QUANTITIES. The Engineer's estimate of
quantities, approved by the Owner and on file in the offices of CEI
Engineering Associates, Inc., is approximate only, and shall be the basis
for receiving unit price bids for each item, but shall not be considered by
the bidders as the actual quantities that may be required for the
completion of the proposed work. Such quantities, however, at the unit and
lump sum prices bid for each item, shall determine the amount of each bid
for comparison of bids and aid in determining the lowest and best bidder
for the purpose of awarding the contract, and will be used as basis for
fixing the amount of the required bonds.
3. BIDS AND BIDDING FORMS. Bids must be made out in ink on bidding forms
included as part of these specifications. Bids shall be sealed and
addressed City of Fayetteville, Arkansas, and the title of the project, the
n ame of the contractor submitting the bid and the time and date for receipt
o f bids written on the envelope.
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_10. CONSIDERATION OF PROPOSALS. After the Proposals are opened and read,
the quantities will be extended and totaled in accordance with the bid
prices of the accepted Proposals. Until the final award of the contract,
the Owner reserves the right to reject any and all Proposals, to waive
technicalities, and to advertise for new Proposals, or proceed to do the
work otherwise when the best interests of the Owner will be promoted
thereby.
11. RIGHT TO REJECT BIDS. The •Owner reserves the right to reject any and
all bids. All bids are subject to this reservation, and the Owner reserves
to itself the right to decide which shall be deemed the lowest responsive
and responsible bid. Due consideration will be given to the reputation,
financial ability, experience and equipment of the bidder.
12. AWARDING OF CONTRACT. The Owner reserves the right to withhold the
awarding of a contract a reasonable period of time from the date of opening
bids, said length of time not to exceed thirty (30) days except with the
consent of the bidder. •The awarding of a contract upon a successful bid
shall give the bidder no right to action or claim against the Owner upon
the contract until the contract is reduced to writing and signed by the
contracting parties. The letting of a contract shall not be complete until
the contract is executed and the necessary bonds approved.
13. SUBCONTRACTOR. The Contractor shall not assign or sublet all or any
part of this contract without the prior written approval of the Owner nor
shall the Contractor allow such subcontractor to commence work until he has
provided and obtained approval of such compensation and public liability
insurance as may be required. The approval of each subcontract by the
Owner will in no manner release the Contractor from any of his obligations
as set out in the plans, specifications, contract and bonds.
14. MATERIALS GUARANTY. Before any contract is awarded the bidder may be
required to furnish a complete statement of the origin, composition, or
manufacture of any or all materials proposed to be used in the construction
of the work, together with samples, which may be subjected to tests
provided for in these specifications to determine their quality and fitness
for the work.
15. FAMILIARITY WITH LAWS. The bidder is presumed to be familiar with all
federal, state and city laws, ordinances and regulations which in any
manner affect those engaged or employed in the work, or the materials or
equipment used, or in any way affecting the work, and shall in all respects
comply with said laws, ordinances and regulations. No claim of
misunderstanding or ignorance on the part of the Contractor will in any way
serve to modify the provisions of the contract. No representations shall
be binding unless embodied in the contract.
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7. COMPLIANCE WITH STATE LICENSING LAW. Contractors must be licensed in
accordance with the requirements of Act 150, Arkansas Acts of 1965, the
"Arkansas State Licensing Law for Contractors". Bidders who submit
proposals in excess of $20,000 must submit evidence of their having a
contractor's license before their bids will be considered, and shall note
their license number on the outside of their Proposal.
8. QUALIFICATIONS AND RESPONSIBILITY OF BIDDERS. Each bidder, if
requested to do so by either the Owner or the Engineer, shall furnish
satisfactory evidence of his competency to perform the work contemplated.
The Owner reserves the right to reject a bid if the bidder has not
submitted, upon request, a statement of his qualifications prior to the
date of the opening of bids.
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9. DISQUALIFICATIONS OF BIDDERS. Any one or more of the following may be
considered as sufficient for the disqualification of bidders and the
rejection of bids:
More than one Proposal for the same work from an individual, firm,
partnerships, or corporation under the same or different names.
Evidence of collusion among bidders. Participants in such collusion
may receive no recognition as bidders for any future work.
Unbalanced Proposals in which the prices for some items are out of
proportion to the prices for other items, or changes written in, or
amendments by letter. Failure to submit a unit price for each item of
work for which a bid price is required by the Proposal, or failure to
include all required contract documents.
Lack of competency as revealed by the financial statement, experience,
plant and equipment statements submitted. Lack of responsibility as
shown by past work judged from the standpoint of workmanship and
progress.
A bid by an unlicensed contractor bidding under a licensed
contractor's name.
Uncompleted work which, in the judgement of the Owner, might hinder or
prevent the prompt completion of additional work if awarded.
Being in arrears on existing contracts, in litigation with the Owner,
or having defaulted on -a previous contract.
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18. WITHHOLDING STATE INCOME TAXES. The Contractor shall deduct and
withhold Arkansas income taxes, as required by Arkansas law, from wages
paid to employees, whether such employees are residents or non-residents of
Arkansas.
19. ANTI -KICKBACK PROVISION (WHERE APPLICABLE). When provided for in the
specifications, the Contractor shall comply with the regulations of the
S ecretary of Labor made pursuant to the Anti -Kickback Act of June 13, 1934,
40 U.S.C. 276 (c), and any amendments or modifications made thereto and
shall see that such provisions are included in all subcontracts. A copy of
such provisions is included hereinafter in these specifications.
20. COMPLIANCE WITH ACT 125, ARKANSAS ACTS OF 1965. The attention of all
bidders is called to the provisions of Act 125, Arkansas Acts of 1965.
This act provides for payment for certain taxes on materials and equipment
brought into the state. It further provides for methods of collecting said
taxes. All provisions of this act will be complied with under this
contract.
21. INSURANCE. During the life of this contract, the successful bidder
shall carry insurance as hereinafter set out. Also, he shall require all
o f his subcontractors to carry insurance as outlined below, in case they
are not protected by the policies carried by the prime Contractor.
Insurance companies underwriting the required insurance shall be licensed
in Arkansas. Licensed companies are listed in the State Insurance
D epartment's Annual Report of the Insurance Commissioner.
In Arkansas, the prevailing law requires that insurance on public works
contracts be issued by and through a duly licensed agent resident in the
S tate of Arkansas. The mere countersigning by a resident agent is not
acceptable.
Insurance is to be approved by the Owner. If any insurance contracted for
becomes unsatisfactory or unacceptable to the Owner after the acceptance
and approval thereof, the Contractor shall promptly, upon being notified to
the effect, execute and furnish acceptable insurance in the amounts herein
specified. Upon presentation of acceptable insurance, the unsatisfactory
insurance may be canceled at the discretion of the Contractor.
The Contractor shall have his resident insurance agent submit to the Owner,
through the Engineer, a schedule of insurance policies proposed to be
furnished, which shall be approved before certificates of insurance and/or
policies are issued. Once the Owner has concurred in the proposal of
insurance coverages, the Contractor shall then furnish to the Engineer, in
the name of the Owner, certificates of insurance for the following:
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16. LABOR LAWS. The Contractor shall abide by all federal, state and local
laws governing labor. The Contractor further agrees to save the Owner
harmless from the payment of any contribution under the State Unemployment
Compensation Act, and the Contractor agrees that if he is subject to the
Arkansas State Unemployment Act, he will make whatever contributions are
required under and by virtue of the provisions of said Act.
17. WAGES AND LABOR. Minimum wage rates shall be equal to basic rates as
established by common usage in the city and adjacent community for the
various types of labor and skills performed. In case wage rates are
specified in the contract documents, the rates as specified shall be the
minimum rates which apply to the project. Whenever available, local common
labor shall be used and whenever practical, skilled and semi -skilled labor,
if available, shall be used.
The Contractor and each subcontractor, where the contract amount exceeds
$75,000.00 shall comply with the provisions of Act 74, as amended by Act
275 of 1969 (Arkansas Statute 14-630). The provisions are summarized
below.
The Contractor and subcontractor shall:
(1) pay the minimum prevailing wage rates for each craft or
type of workman and the prevailing wage rate for holiday
and overtime work, as determined by the Arkansas Department
of Labor.
(2) post the scale of wages in a prominent and easily
accessible place at the site of the work.
(3) keep an accurate record showing the name and occupation
and hours worked of all workmen employed by them, and the
actual wages paid to each of the workmen, which record
shall be open at all reasonable hours to the inspection of
the Department of Labor or the Owner, its officers and agents.
The Owner shall have the right to withhold from amounts due the Contractor
so much of accrued payments as may be considered necessary to pay the
workmen employed by the Contractor or any subcontractor, the difference
between the rates of wages required by this contract and the rates of wages
received by such workmen.
If it is found that any workmen employed 'by the Contractor or a
subcontractor has been or is being paid a rate of wages less than the rate
of wages required by this contract, the Owner may be written notice to the
Contractor, terminate his right to proceed with the work or such part of
the work and to prosecute the work to completion by contract or otherwise,
and the Contractor and his sureties shall be liable for any excess costs
occasioned thereby.
B-5
The Contractor shall submit to the Owner written evidence of insurance
upon the entire work at the site to the full insurable value thereof
including the interest of the Owner, the Contractor, the
subcontractors, •and any others with an insurable interest. The policy
shall insure against all risk of physical damage except as modified by
the contract documents and subject to the normal all-risk exclusions.
The policy by its own terms or by endorsement shall specifically
permit partial or beneficial occupancy prior to completion or
acceptance of entire work.
G. Other Insurance. The Contractor is to protect the Owner against all
loss during the course of the contract. If, due to the nature of the
project, insurance coverage other than that specified above is needed
by the Contractor to protect the Owner against all losses, the
Contractor is responsible for determining the type of insurance needed
and purchasing same.
Each insurance certificate and/or policy shall contain a clause
providing that it shall not be canceled by the insurance company
without fifteen (15) days written notice to the Owner of intention of
cancel. It shall be the responsibility of the Contractor to maintain
insurance as set out above, and to furnish current certificates and/or
policies.
22. PERFORMANCE BOND AND PAYMENT BOND. The Contractor shall furnish both
a surety performance bond and a payment bond, each equal to one hundred
percent (100%) of the contract price. The performance bond and the payment
bond shall be two totally separate bonds and shall bear two different bond
numbers.
The Contractor is to pay all expense in connection with the obtaining of
said bonds. The bonds shall be conditioned that the Contractor shall
faithfully perform the contract, and shall pay all indebtedness for labor
and materials furnished or performed in the construction of such
alterations and additions as prescribed in this contract.
The surety company issuing the bonds must be a solvent company on the
"Surety Companies Annual List" issued by the U.S. Department of the
Treasury, and the bonds are not to be issued in an amount greater than the
underwriting limitations for the surety company as set out therein.
Resident Agent Required. In Arkansas, prevailing law requires that
performance and payment bonds on public works contracts shall be executed
by a resident local agent who is licensed by the Insurance Commissioner to
represent the surety company executing said bonds, and filing with such
bonds his Power of Attorney as his authority. The mere countersigning of
the bonds will not be sufficient.
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A. Workmen's Compensation. Workmen's compensation, as required by the
laws of the state in which the work is to be done, shall be furnished.
In case any hazardous occupations are required for the execution of
the work which are not covered by the above insurance, special
employer's liability policies shall be obtained to cover workmen
engaged in such hazardous occupations.
B . Contractor's Public Liability Insurance and Property Damage Insurance.
This insurance shall provide bodily injury of $200,000.00 for each
person and $500,000.00 for each accident; and property damage of
$200,000.00 for each accident. This insurance shall be endorsed to
cover explosion collapse and underground hazards, and blasting.
C. Motor Vehicle Public Liability and Property Damage Insurance. This
policy shall provide bodily injury of $200,000.00 for each person and
500,000.00 for each accident; and property damage of $200,000.00 for
each accident.
D . Owner's and Engineer's Contingent Protective Liability Insurance. The
Contractor shall indemnify and save harmless the demands, payments,
suits, actions, recoveries and judgments of every nature and
description brought or recovered against them by reason of any
omission or act of the Contractor, his agent or employees in the
execution of the work of in the guarding of it. The Contractor shall
obtain in the name of the Owner and Engineer (either as co-insured or
by endorsement), and shall maintain and pay the premiums for such
insurance in an amount not less than $200,000.00 property damage and
$500,000.00 bodily injury limits, and with such provisions as will
protect the Owner and Engineer from contingent liability under this
contract.
E . Builder's Risk Insurance. The Contractor shall procure and maintain
during the life of the contract builder's risk insurance (fire,
lightning, extended coverage, vandalism and malicious mischief) on the
insurable portion on a 100 percent completed value basis, against
damage to the equipment, structure or material. The Contractor, his
subcontractors, and the Owner (as their interest may appear shall be
named as the insured).
F. All -Risk Floater Insurance. Until the project is completed and is
accepted by the Owner, the Contractor is required to maintain an all-
risk installation floater policy. .
B-7
BID BOND
KNOW ALL PERSONS BY THESE PRESENT, that we, the undersigned,
as Principal, and
as Surety, are
hereby held and firmly bound unto
as OWNER in the penal sum of
for the payment of which, well and truly to be made, we hereby jointly and
severally bind ourselves, successois and assigns.
Signed, this
day of , 1989.
The Condition of the above obligation is such that whereas the Principal
has submitted to a
certain BID, attached hereto and hereby made a part hereof to enter into a
contract in writing, for the
NOW, THEREFORE,
(a) If said BID shall be rejected, or
(b) If said BID shall be accepted and the Principal shall execute and
deliver a contract in the Form of Contract attachment hereto
(property completed in accordance with said BID) and shall
furnish a BOND for faithful performance of said contract, and for
the payment of all performing labor furnishing materials in
connection therewith, and shall in all other respects perform the
agreement created by the acceptance of such BID, then this
obligation shall be void, otherwise the same shall remain in
force and effect; it being expressly understood and agreed that
the liability of the Surety for any an all claims hereunder
shall, in no event, exceed the penal amount of this obligation as
as herein stated.
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The date of the bonds, and of the Power of Attorney, must not be prior to
the date of the contract. At least six copies of the bonds shall be
furnished, each with Power of Attorney attached.
Bonds are to be approved by the Owner. If any bonds contracted for become
unsatisfactory or unacceptable to the Owner after the acceptance and
approval thereof, the Contractor, upon being notified to that effect, shall
promptly execute and furnish acceptable bonds in the amounts herein
specified. Upon presentation of acceptable bonds, the unsatisfactory bonds
may be canceled at the discretion of the Contractor.
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AMERICAN STATES INSURANCE COMPANY
INDIANAPOLIS, INDIANA
BID OR PROPOSAL BOND
Know all Men by these Presents,
That we, FAYETTE TREE & TRENCH, INC.
P. O. BOX 471
FAYETTEVILLE, ARKANSAS 72702
of (hereinafter called the Principal),
as Principal, and AMERICAN STATES INSURANCE COMPANY (hereinafter called the
Surety), as Surety, are held and firmly bound unto
CITY OF FAYETTEVILLE, ARKANSAS
(hereinafter called the Obligee) in the penal sum of ..52__DE__AMODNI___O_F_ Rip
Dollars ($:g OF BID Alt. for the payment of which the Principal
and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly
and severally, firmly by these presents.
SIGNED and SEALED this 8th day of NOLVEHBER 19_89
THE CONDITION OF THIS OBLIGATION IS SUCH, That, whereas the Principal
has submitted or is about to submit a proposal to the Obligee on a contract for
DAVIDSON STREET SEWER REHABILITATION PROJECT, FAYETTEVILLE, ARKANSAS, REFAIR__OR
REPLACEMENT OF EXISTING SANITARY SEWER MAINS ALONG SIX (k) DIFFERENT LOCATIONS.
NOW, THEREFORE, if the said contract be timely awarded to the Principal and the Princi-
pal shall, within such time as may be specified, enter into the contract in writing, and give bond, if
bond be required, with surety acceptable to the Obligee for the faithful performance of the said con-
tract, then this obligation shall be void; otherwise to remain in full force and effect.
Form 9-1027
6-62
FAYETTE TREE & TRENCH, INC.
BY:
By...... _ _
CAN ST INSURANCE COMPANY
,1
AttorneY-in-Fact
The Surety, for value received, Sereby stipulates and agrees that the
obligations of said Surety and its BOND shall in no way be impaired or
affected by any extension of the time within which the OWNER may accept
such BID; and said Surety does hereby waive notice of any such extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their
hands and seals, and such of them as are corporations have caused their
corporate seals to be hereto affixed and these presents to be signed by
their proper officers, the day and year first set forth above.
Principal
Surety
By:
(L.S.)
IMPORTANT Surety companies executing BONDS must appear on the Treasury
Department's most current list (Circular 570 as amended) and be authorized
to transact business in the state where the project is located.
D-2
1
1
1
1
1
1.
1
1
1
1
NOU-07-1989 14:49 FROM CEI ENGINEERING TO 15219871 P.02
CEI Engineering Associates, Inc.
Engineers • Planners • serve re n
Y4 110 West central
Beraorsville, Ar 72712
. ,.^.:.,• (501) 273-
FAX(501)273.0844
November 7, i.9
TO ALL BIDDERS
S► i�f�Yf
RE, Davidson Street Sewer LJZG.
Rehabilitation Project 2, 11 1989
�ft
Gentlemen,
C'LEI fri'i]f�'
AQer �, �411V6
H.
� r
Please take. notice of and -incorporate the follow I�r o
your bid for the referencedproject,
ADDENDUM NUMBER TWO
1. Bid, Item 1.(b.) page E-2 of Bid Form
Changed 63 linear feet 6'--8' cut.
to 63 linear feet 8,-10' cut
2. Add Bid Item No. 9,
Lump sum bid for Highway 16 crossing repair
3. Add Bid Item No. 10,
6" or 4" service taps for line D (18")
4. Add Bid Item No. 11,
- 4" service taps for line segments A, B, C, E, F, G & H.
5. Add Bid Item No. 12,
6" service taps for line segments A, B, C, Be F, G & H.
6. Add Bid Item No. 13,
- Cubic yards rock excavation.
Note: All of the above addenda are reflected in the
enclosed revised bid forms. Use -said revised forms
for actual bid.•
7. Crushed stone pipe bedding and trench backfill under
pavement will be paid for by actual volume placed up to
the maximum allowed by trench details on Sheet 11 of
project plans.
Please call Mark Johnson at (501) 273-9472 with any
questions.
Respectfull omitted,
Nark C. J neon, P.E. PLS
c, All Bidders
Sid Norbash/REM/File
x
GENERAL POWER OF ATTORNEY
American States Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS. that American States 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. lath made, constituted and appointed, and does by these presents make, constitute
and appoint
-------------------- ROBERT M. RENNER AND KEVIN RENNER -----------------
(Jointly or Severally)
W
of Fayetteville and state of Arkansas CD
its true and lawful Attorneys) -in -Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and
deliver any and all bonds, recognlzances, contracts of indemnity and other conditional or obligatory undertakings, provided, however, N
that the penal sun of any one such instnr ant executed hereunder shall not exceed CA)
TWO MILLION FIVE HUNDRED THU3SAND AND NO/100 ($2,500,000.00) 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 conf rming 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 Section 7.07 of the By -Laws of the American States 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 the 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."
WITNESS WHEREOF, American States Insurance Company has caused these presents to be signed by its Vice -President, attested by its
Assistant Vice -President and its corporate seal to be hereto affixed this 24th day of May
A.D. 19_89 AMERICAN STATES INSURANCE COMPANY
/�,'
ATTEST: A �r'✓ V By j #rSecond V¢e-dresdent
3 0
STATE OF INDIANA 1 fir' seer
COUNTY OF MARION I SS
On this 24th day of May , A.D., 19_89 , before me personally came
Joseph F. 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 Vice -President of American States 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. Ros ich and knows him to be the
'stant Vice -President of said Corporation; and that he executed the above instrument.
MY COMM155'ON EXPIRES
FEBRUARY B. 1933 CA l s-i�v a 4�PY Fie(
My Commission Expires Notary Public
z n
STATE OF INDIANA SS ''1ol+a�P'
COUNTY OF MARION 3
John 3. Rosich the Assistant V ce-President of AMERICAN STATES INSURANCE COMPANY, do hereby certify that
the above and foregoing is a true end correct copy of a Power of Attorney, executed by said AMERICAN STATES INSURANCE COMPANY, which is still
in force and effect.
This Certificate may be signed and sealed by facsimile under and by the authority of Section 8.03 of the By -Laws of AMERICAN STATES INSURANCE
^^ V 'ANY which reads as follows:
4:1 policies and other instruments of insurance issued by the Corporation shall be signed on behalf of the Corporation by the Chairman, the President
any vice-president (including any Executive Vice President, Senior Vice President, Vice President. Second Vice President or Assistant Vice President)
and the secretary, or an 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 8TH day of NOVEMBER
A.D.. 19 89 .
a� wau,4
(9-88) Assistant Vice -Pre iden,
'NOV-07-1989 14:50 FROM CE! ENGINEERING TO 15219871
P.04
1
i ., y Y •a
Bidder agrees to supply all necessary materials, supplies, tools, and
equipment and provide all labor, supervision, and other services required
for the complete -'construction of the project as described in the
specifications and shoon- the plans for. the following unit prices.
The costs of miscellaneous material - items not. listed below that are
required for a complete., job shall be included in -the unit prices below and
shal_1 n_ot. be a cause.,, for.:; an extra,' with the exception of approved change
order.
Item Estimated. ..•,,.,,Unit, Description of Item Total
No. Quantity and Unit Price Bid Amount
1, SDA 35 PVC Gravity Sanitary Sewer
Main Pipe, complete in place.
(a.) 6" PVC
1,636 Linear Feet 0'-6' Cut
w iro dollars ($/r,L l
439 Linear Feet 6'-8' cut
: e, r,.) .� (' dollars ($)'Lt )L.F.$
160 Linear Feet 8'-10Cut
Cl i- -io0 dollars ( $ X0. / 1
(b.) 8" PVC
1,385 Linear Feet 0'-6' Cut
dollars ($I,.?- .? )L.F.S iF�?O, <w
540 LinearFeet . 6'-8' Cut
elf J. dollars (Sid' )L.F.S /O1OD0: 0
v
63 Linear Feet 8'-10'Cut
,,x` -b -.,.e 4- -n -- dollars ($�/,0' )L.F.S/•3•`:C�..�b
u
Revised 11/7/89 . E-2
I4OV-07-1989 14:50 FROM CE! ENGINEERING 4 TO 15219871 P.03
34i
Davidson Street
Sanitary Sewer Main Rehabilitation Project
For the city of
Fayetteville, Arkansas
Proposal of tf77..d4, 44t: [\ ,rte (hereinafter
called _Bidder)_SidderA)4 a corporation, organized and existing under the laws of
the state of (1.,� -.a- , a partnership, or an individual
doing business as
To the City of Fayetteville, Arkansas, (hereinafter called the "Owner"),
Gentlement
The Bidder, in compliance with your invitation for bide on the Sanitary
Sewer Main Rehabilitation Project located in and for the city of
Fayetteville, Arkansas, having examined the plans and specifications with
related documents and the site of the proposed work, and being familiar
with all of the conditions surrounding the construction of the proposed
project including the availability of materials and labor, hereby proposes
to furnish all labor, materials, and supplies, within the time set forth
therein, and at the prices stated below. The prices are to cover all
expenses incurred in performing the work required under the contract
documents, of which this proposal is a part.
Bidder hereby agrees to commence work under this contract on or before a
date to- be agreed upon by the Contractor and the Owner and to fully
complete the project within/e4_ consecutive calendar days thereafter as
stipulated in the specifications. Bidder further agrees to pay as
liquidated damages, the sun of .Sso,,+n for each consecutive
calendar day thereafter.
Bidder acknowledges receipt of the following addendum,
L tddendum Number One I /V
Addendum Number Two, • Ni
Revised 11/7/89 D-1
INOV-07-1989 14:52 FROM CEI.ENGINEERING TO 15219871 P.06
F._
. .l.
3. Sanitary Manholes, With Ring
and Lid, complete in place.
(a.) 16 Each 0'-6'•.Depth
dollars (SSSn OD )Each/b0000
(b.) .3 Each 6'-8' Depth
dollars (S/;ono/on )Each.,,onn,n0
(c.) 5 Each 8'-v10�'Depth
/! - Kkti.C ?�F;'w<�tLi-.�cG',iLiUB'c` .n u?c� dollars (S l��,nn soh )Each �,f[7P,r OO
(d.) 2 Each . 10' -12' -Depth
l9ne •. �cwc/ �Iv�r:�/.+. i�,rl%d Mars. ($%.So;oo )Each'70o;OO
4. 2,777 Tons Arkansas Highway and Transportation
Department Class 7 Crushed Stone
• (Old S8-2) for Sanitary Pipe
Embedment. and Street Crossings,
complete in place.
7�
�R. s oo dollars ( $ /fir 75�
)TonsS`, (.mss, '74
5. 961 Square Yards 3000 PSI P.C. Concrete for
pavement repair, complete in place.
— dollars ($,m )SY S4/f / ,00
6. 25 Cubic Yards Class B Unreinforced Concrete,
for Sanitary Main Encasement,
complete in place.
t dollars ($ ? oo )CY $ // uq oo
7. 1 Lump Sum Aerial Crossing, with all necessary
Concrete, Steel and Hardware as
detailed, -complete in place.
4•ec,—dollars (S3+ho1 on )LS $ DC', on
Revised 11/7/89 E-4
NOV-07-1989 14:51 FROM CEI ENGINEERING TO 15219871 P.O5
(a.) 18" PVC
448 Linear Feat 0'-6' Cut
dollars (Sfl,iC
62S Linear Feet 6'-8' Cut
- i �.
_dollars ($at9 /��
862 Linear Peat S' -le' Cut
1 �nn dollars (S 30,6,E
237 Linear Peet 10'-12' Cut
C4 ftz- ion dollars ($3 .L,r )L.Y.S7�7.�•�•`�
103 Linear Peet 12'-14' Cut
o4�fAtldi ' - dollars (S.s,/;
J
2, Class 50 Ductile.Iron Gravity
Sanitary Sewer Main Pipe, complete
in place.
(a.) 8" DIP
60 Linear Feet G'-6' Cut
J ii dollars (S` )L.P.S(•S"'1nn
(b,) 18" DIP
77 Linear Feet 0'-6' Cut
dollars (S.a`7, /D )L.F.S rnh__
10 Linear Feet 6'-8' Cut
&- �'hn:. ♦ i�u -- dollars ($*'.in
• 13 Linear Feet 8'-10' Cut
dollars ($4'? IL? )L.F.S( Q =n
Revised 11/7/89 1-3
NOU-07-1989 14;53 FROM. CEI ENGINEERING . • TO 15219871 I.08
The Bidder shall state the price bid in words and figures (written in ink
or typed) for each pay item, and the total bid. In case of conflict
between words, and figures, the. words, unless obviously incorrect, shall
govern.
Bidder understands that the Owner reserves the right to award the total
project, or to reject any or all bids and to waive any formalities in the
bidding.
Bidder agrees that this proposal shall be good and may not be withdrawn for
a period of 30 calendar days after the scheduled closing time for receiving.
bids.
Respectfully submitted,
Firm Name
rBy e'
Address
I I IY11:7 .t.!'r% /'r / c 1- O'r / I
city State
Arkansas State License Number
Revised 11/7/89 E-6
NW -07-1989 14.52 FROM
CEI ENGINEERFNG
TO
15219871 P.07
8. 400 Linear rest 4" SDR 35 or cast iron soil pipe
service line length increase.
F iaQ dollars (S7,so )LP $3onn.Dn
9. 1 Lap Sus Highway 16 Crossing/Paveaent
Repair to AHTD Specification.
4 -ico - dollars ($� Iii hD )fl $ 0%4"0O
10. 15 Each 6" or 4" Service Taps Line D (18")
OZuW- .c1� _7utd - uy 1 dollars ($. s,oa )EA S?i37Cro
11. 44 Each 4" Service Taps Lines A,B,C,E,F,G,&H
.4 im dollars ($/Qh•On )EA $416h4,OD
12. 11 Each 6" Service Taps Lines A,B,C,E,P,G,&H
_" dollars ($/1O.no )SA 80^0r,
13. 10 Cubic Yards Rock Excavation
dollars ($5o.on
Revised 11/7/89 E-5
)YD $`7M•On
W
W
n
-
et
mt
4
t
'4i
vc
LINE C_
• /1
C�anru�ror.l /� yoc l✓ I
Co" PV L Tb M -f (3-Z)/ 4-Sr7 13 Z
J J Tb 6E Co(�1S1�-�Wts
/// 1 AT- LkTErL t ►.Te
EXIST/N&
6" SeiiliZ
Gtr )CISTIt46 LINE
AN.p 5PLIcC IN 8>C C
WYE
TNI9 CoN1yaCTlot l 'rbrL Iµ1T1AL L'NE C.
CONSTRUCTION ONLY
CANTRA.G►o. To KZeMoVE TEMp012As-y
GoNNECTIot l "oetL Lims 15 cOtirsrKUCTED
N�MPorARY- CONMEC 11BM
FO LINE G
DErAL L_
ATF c l-kt,J�E.NT T
• CE/ Engineering Associates, Inc.
Engb►ners • Planar. • Suntyors
TO ALL BIDDERS
RE: Davidson Street
Sewer Rehabilitation Project
Gentlemen:
110 Welt Central
BwMnviee, Ar 72712
(501) 273-9472
FAX (501) 273-084!
Please take notice of and incorporate the following into
your bid for the referenced project:
ADDENDUM NUMBER ONE
1. Construction of Center Street - Line C, to begin no later
than November 29, 1989 and to be completed no later than
December 13, 1989.
Temporary connection to existing sewer main is required
as is shown on Attachment I.
2. Construction of remainder of project not to begin before
February 12, 1990 but must begin by February 26, 1990.
Construction to be completed by May 14, 1990.
3. Temporary connection for Line C to be removed and Line C
to be connected to completed and approved Line B.
4. Delete 329 lineal feet (from Sta 23 + 75 to Sta 27 + 04)
15" SDR 35 PVC from Line D. This portion of Line D not to
be disturbed.
5. That portion of Line D within the right-of-way of Arkansas
Highway 16 must be constructed in accordance with AHTD
Specifications and Provisions for Utility Permits. A
summary of which is shown as Attachment II.
Also, an acceptable traffic control plan must be used for
this line segment: See Attachment III.
Also, the pavement of Highway 16 must be repaired per AHTD
specifications See Attachment IV.
Enclosed are revised bid forms. Use these for the actual
bid to be turned in to the City. Please acknowledge receipt of
this addendum by calling Mark Johnson at (501) 273-9472.
Respectfully ub tted,
Mark C. Johns n, P.E., PLS
c: All Bidders
Mr. Sid Norbash/REH/File
'.-Z- a
'r
SPECIFIC PROVISIONS: :)ONCO)ITROLLED ACCESS HIGHWAYS: (Applicable in Parts as
Appropriate)
All cross lines shall be encased a minimum length of from toe of slope to toe of
slope, unless otherwise specified, in a sleeve of sufficient size to allow the
carrier line to be withdrawn*'for repairs. Exceptions to the above are provided for
in the State's "Policy on the Accommodation and Adjustment of Utilities on Arkansas
State Highway Right of Way and Property". The installation of unencased crossings
will be allowed only upon request by the owner and in compliance with the above
Policy.
When it is not feasible to project the cross tine through the roadway fill and the
installation requires cutting of the roadway surface and laying the cross line in
an open trench to provide for the installation, traffic shall be maintained by
either cutting one-half of athe roadway at a time or providing a short, local, and
well narked detour around the crossing area. Backfill shall be made of suitable
material, free of large clumps and clods in 4 inch layers (loose measurement) com-
pacted with mechanical tampers to 95 percent density as determined by AASHO Method
T-99 to the top of the subgrade and roadway section. The roadway section shall be
restored in accordance with. Maintenance Circular `7o. 77-11, or as directed by the
District Engineer..
SPECIFIC PROVISIONS: CONTROLLED ACCESS HIGHWAYS: (Applicable in Parts as Appropriate)
All cross lines shall be encased a minimum length of from control of access line to
control of access line, unless otherwise specified, in a sleeve of sufficient size
to allow the carrier line to be withdrawn for repairs. Trenching will be permitted
from the control of access line to the toe of slope or 30 feet from the pavement
edge, whichever is greater, and the encasement pipe shall be placed by jacking,
boring, or tunneling :order the roadway to the toe of the slope or 30 feet from the
pavement edge, whichever is greater, on the other side. Cutting of the roadway
surface on Controlled Access Highways will not be permitted.
Access for constructing and servicing utility facilities located along and across
a fully Controlled Access Highway normally shall be limited to access via (a)
frontage roads where provided, (b) nearby or adjacent public roads and streets, or
(c) trails along or near the highway right of way lines and connection only to an
intersecting road, from any one or all of which entry may be made to the outer
portion of the right of way of the Controlled Access Highway. Access to and from
through traffic roadways or on and off ramps for normal servicing of utility fa-
cilities is prohibited.
In a case of emergency where immediate action is necessary for protection of the
public, to minimize property damage, and to restore essential utility service, the
owner may at his sole risk and responsibility use the controlled access area as
an access route far servicing facilities provided appropriate safety methods and
devices are used to provide adequate warning and protection to persons and property
of the public, the owner notifies the Drpa--tint as soon as practicable. ass%nes
full responsibility for all operations, including the restoration of highway and
utility properties to original equivalent conditions.
SPECIFIC PROVISIONS: PARTIALLY CONTROLLED ACCESS HIGHWAYS:
.. On partially controlled access highways, parallel utility facilities may be placed
on the right of way, under special conditions, provided the facilities enter upon
and leave the right of way at established breaks in the control of access lines,
such as driveways, street, and road intersections. Service connections will only
be allowed at the established breaks in the control of access. Construction,
operation, s)hd maintenance of the facility must be performed using trails along
the right of way line with ingress and egress only from the established breaks in
the control of access line. The use of the main lanes at points other than the
established breaks in the control of access is prohibited.
NOTE: For more detailed information, refer to the, "Arkansas State Highway
Commission Statement of Policy on the Accommodation and Adjustment of Utilities
on Arkansas State Highway Right of Way and Property.
ATi Ac-HWiT IF
Ptsee zorz
ARKANSAS STATE HIGHWAY AND 'I,ANSPORTATION DEPART?IENT
SL:NMARY OF SPECIFICATIONS AND PROVISIONS FOR UTILITY PERMITS
(Made a Part of All Ctility Permits by Attachments)
GENERAL PROVISIONS: (Applicable to All Permits)
Any and all utility work performed on highway right of way is subject to the approval
of the District Engineer.
Owner shall assume full liability of hazard to traffic that is created by his opera-
tions, and shall make use of appropriate safety devices such as barricades, lights.
signs, and flagging operations needed to protect traffic, and shall save harmless'
the Arkansas State Highway Commission in all respects. If at any time a change or
improvement in the highway necessitates an adjustment or removal of the facility
installed under this permit, it shall be at the expense of the owner within a
reasonable time after request by the Department.
All materials and workmanship shall conform to the standard specifications of the
Department. Any excavation upon the right of way shall be thoroughly tamped as back -
tilled, to grade and section. maintaining grade on all drainage structures and pro-
viding erosion control where necessary. Any highway property disturbed by the
installation and operation of the facility shall be restored to its original, or
equivalent condition including establishing a sod as required by the District
Engineer, in accordance with Maintenance Circular No. 77-11. Any surplus material
or debris shall be disposed of so as not to leave an unsafe condition or unsightly
appearance.
All non-metallic buried facilities placed on highway right of way either parallel to
or crossing the roadway, shall have an approved identification wrap of detectable
tape or wire in order that the facility can be located by metal locators or other
suitable devices.
The installation of the facility covered by this permit shall conform to the
requirements of the applicable federal, state local, industry, health, and safety
codes.
Cross Lines: Overhead facilities shall have a minimum of 18 feet of clearance above
the roadway surface. No pole, pole brace, guy and anchor, or appurtenant fixture
shall be placed where it will interfere with access to the highway, highway maintenance,
or impede drainage. No down guy or push brace shall be placed from a pole
toward the roadway surface without specific approval. If temporary guard structures
are required during construction to protect traffic, said structures shall be placed
a minimum of 30 feet from the pavement edge, and removed upon completion of construc-
tion. On controlled access highways, all above ground facilities shall be located
outside the controlled access area unless specific approval is given otherwise.
Buried facilities shall be a minims of 2.5 feet below the low points of the road-
way cross section or 3.5 feet below the top of subgrade, whichever gives the greater
depth; and shall be projected by jacking, boring, or tunneling under the roadway fill.
All bores shall be by the dry bore method. Facilities that are not encased must
have greater depth than the minimums specified above.
Parallel Lines: All parallel facilities shall be placed within 5 feet of the right
of way line unless specific approval is given otherwise.
Overhead facilities shall be installed so that the location of facilities projecting
above ground shall canton to the provisions stated above for cross lines unless
otherwise specified in the permit.
Buried facf1itiis shall be installed back of the ditches and shall not interfere
with maintenance or drainages and shall have a minimum of 2 feet of cover and clear
drainage ditches and structures horizontally and vertically. Manhole rings and covers
shall be laid flush with existing natural ground surface or proposed finished grade.
On controlled access highways, all parallel lines shall be installed outside the
controlled access area.
Any change in design, location, or method of installation from that already approved
must have prior approval of the Department before such change is incorporated in
the work.
Arras1_IN� 1T.
PA<he i ova
TBAPYC cuca OL5
FOR'•. •.r'.
DT=XZY WORK
ti
DOTES FRCH Q-1
1. Plan I is appropriate when no part
of the
roadway is blocked
by vehicles
or equipment and would suffice for
utility
work parallel to
roadway.
2. If the utility work reza.i+a in operation during hours of darkness, Type II
barricades or drums should be used in lieu of cones. Lights should be
Provided to mark flagman stations and barricades at night.
3. L a Length of taper
S a Speed limit or 85 percentile speed
w a Width of offset is feet
4.
Warning signs for
utility work shall be diamond
shaped, having a black
symbol or message
on as orange background.
5.
Sign supports may
be fixed or portable depending
upon time duration of
project.
6.
All signing shall
be in eomQliance with the
Manual on Uniform Traffic
Control Devicas.'
7.
This plan is subject to•modification by the
Districtsginear inurban
areas.
8.
All signs shall be
reflectorized with Type I
reflective sheeting.
9. The desirable size of werninq signs (diaacnd-shaped signs) is 48" x 48";
the ainimmm< size is 36" x 36". For utility work on freeways, 48" x 48"
signs should be used.
AACI-1M& rf7
AAc z OF 3
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Bidder agrees to supply all necessary materials, supplies, tools, and
equipment and provide all labor, supervision, and other services required
for the complete construction of the project as described in the
specifications and shown on the plans for the following unit prices.
The costs of miscellaneous material items not listed below that are
required for a complete job shall be included in the unit prices below and
shall not be a cause for an extra, with the exception of approved change
order.
Item Estimated Unit, Description of Item Total
No. Quantity and Unit Price Bid Amount
SDR 35 PVC Gravity Sanitary Sewer
Main Pipe, complete in place.
(a.) 6" PVC
1,636 Linear Feet
439 Linear Feet
160 Linear Feet
0'-6' Cut
dollars (S
6'-8i Cut
dollars (S
8'-i�' Cut
dollars (5'
(b.') 8" PVC NJ
1,385 Linear Feet 0'-6' Cut
dollars (S
540 Linear Feet` 6'-8' Cut
dollars (S
63 Linear Feet 6"1-8'Cut
N \ f dollars ($
E-2
)L.F.S
)L.F.$
)L.F.S
)L.F.S
)L.F.$
Davidson Street
Sanitary Sewer Main Rehabilitation Project
For the City of
Fayetteville, Arkansas
Proposal of (hereinafter
called "Bidder"), a corporation, organized and existing under the laws of
the State of , a partnership, or an individual
doing business as
To the City of Fayetteville, Arkansas, (hereinafter called the "Owner"),
Gentlemen,
The Bidder, in compliance with your invitation for bids on the Sanitary
Sewer Main Rehabilitation Project located in and for the City of
Fayetteville, Arkansas, having examined the plans and specifications with
related documents and the site of the proposed work, and being familiar
with all of the conditions surrounding the construction of the proposed
project including the availability of materials and labor, hereby proposes
to furnish all labor, materials, and supplies, within the time set forth*
therein, and at the prices stated below. The prices are to cover all
expenses incurred in performing the work required under the contract
documents, of which this proposal is a part.
Bidder hereby agrees to commence work under this contract on or before a
date to be agreed upon by the Contractor and the Owner and to fully
complete the project within consecutive calendar days thereafter as
stipulated in the specifications. Bidder further agrees to pay as
liquidated damages, the sum of S for each consecutive
calendar day thereafter.
Bidder acknowledges receipt of the following addendum.
Addendum Number One
U
8-1
?
Y
d
v
3
4.
5.
6.
"r7
Sanitary Han'holes, With Ring
and Lid, complete in place.
(a.) 16 Each 0'-6' Depth
dollars (S )Each
(b.) 3 Each 6'-B' Depth
dollars (S )Each
(c.) 5 Each a'-10'Depth
dollars ($ )Each
(d.} 2 Each 10.'-12' Depth
dollars (S t )Each
2,777 Tons `Arkansas Highway and Transportation
Department• Class 7'Crushed Stone
('Old SB-2) fcr Sanitary Pipe
Embedment and Street4Crossings,
complete in place.
dollars (S )Tons$
961 Square Yards 3000'PSI P.C. Concrete for
pavement repair, complete in place.
dollars (S )SY $
25 Cubic Yards Class B Unreinforced Concrete,
for Sanitary Hain Encasement,
complete in place.
\ dollars ($ )CY $
1 Lump Sum Aerial Crossing, with all necessary
Concrete, Steel and Hardware as
detailed, complete in place.
dollars (S )LS $
E-4
2.
(c.)
(a.)
(b.)
18" PVC
448 Linear Feet 0'-6' Cut
dollars ($ )L.F.S
625 Linear Feet 6'-SCut
dollars ($ )L.F.S
862 Linear Feet 8'-10' Cut
dollars (S )L.F.S
237 Linear Feet 10'-12' Cut
dollars (S
103 Linear Feet 12:-14' Cut
dollars (S )L.F.$
Class'50 Ductile Iron Gravity
Sanitary Sewer Hain Pipe, complete
din place.
\
8" DIP
60 Linear,Feet 0'-6' Cut
dollars ($ )L.F.S
18" DIP \ \ J
77 Linear Feet '0'-6' Cut
\ dollars (S )L.F.$
10 Li en1 ar.,Feet 6'-8' Cut
dollars (S
13 Linear Feet 8'-10' Cut
dollars (S
E-3
i
BID
Davidson Street
Sanitary Sewer Main Rehabilitation Project
For the City of
Fayetteville, Arkansas
Proposal of rr (hereinafter
called "Bidder"), a corporatiotl, org nized and existing under the laws of
the State of / F , a partnership, or an individual
doing business as
i To the City of Fa ettev'ller tgk nsas, (hereinafter called the "Owner"):
Q-%7
Gentlemen:
The Bidder, in compli rice with your invitation for bids on the Sanitary
Sewer Main Rehabilit tion Project located in and for the City of
Fayetteville, Arkansas, having examined the plans and specifications with
related documents and the site of the proposed work, and being familiar
with all of the conditions surrounding the construction of the proposed
project including the availability of materials and labor, hereby proposes
to furnish all labor, materials, and supplies, within the time set forth
therein, and at the prices stated below. The prices are to cover all
expenses incurred in performing the work required under the contract
documents, of which this proposal is a part.
Bidder hereby agrees to commence work under this contract on or.before a
date to be agreed upon by the Contractor and the Owner and to fully
complete the project within consecutive calendar days thereafter as
stipulated in the specifications. Bidder further agrees to pay as
liquidated damages, the sum of $ for each consecutive
calendar day thereafter. -
I. Bidder acknowledges receipt of the following adde dum
t/
E-1
8.
TOTAL BID S
400 Linear Feet V SDR 35 or cast iron soil pipe
service line length increase.
dollars (S
(Amount Written In Words)
)LP $_____
(S
(In Figures)
The Bidder shall state the price bid in words and figures (written in ink
or typed) for each pay item, and the total —bid. In case of conflict
between words and figures, the words, unless obviously incorrect, shall
govern.
Bidder understands that the Owner reserves the right to award the total
project, or to reject any or allids and to waive any formalities in the
bidding.
Bidder agrees that this Proposal shall be good and may not be withdrawn for
a period of 30 calendar days after the,scheduled closing time for receiving
bids.
Respectfully submitted,
Firs Name
By
Address
City State
Arkansas State License Number
E-5
2
50 Linear Feet 8'-10' Cut
dollars (S
(d.) 18" PVC
448 Linear Feet 0'-6' C.
dollars (S
P
625 Linear Fee 6'-8' Cut
dollars ($
862 Linear E: et 8'-10'' Cut
dollars ($
237 Linear Feet 10'-12' Cut
dollars ($
103 Linear Feet 12'-14' Cut
dollars ($
Class 50 Ductile Iron Gravity
Sanitary Sewer Main Pipe, complete
in place.
(a.) Lin 60 8" ::ear Feet 0'-6' Cut I
do
ll
ars (S
(b.) 18" DIP
77 Linear Feet 0'-6�'',� Cut
dollars (S )L.F.$
10 Linear Feet 6'-8' Cut
dollars ($
13 Linear Feet 8'-10' Cut
dollars (S
E-3
• i
I
Bidder agrees to supply all necessary materials, supplies, tools, and
equipment and provide all labor, supervision, and other services required
for the complete construction of the project as described in the
specifications and shown on the plans for the following unit prices.
The costs of miscellaneous material items not listed below that are
required for a complete job shall be included in the unit prices below and
shall not be a cause for an extra, with the exception of approved change
order.
Item Estimated Unit, Description of Item Total I
No. Quantity and Unit Price Bid Amount
1. SDR 35 PVC Gravity Sanitary Sewer
Main Pipe, complete in place.
(a.) 6" PVC
1,636 Linear Feet 0'-6' cut
i
o Lars ($
439 Linear Feet 6'-8' It I
dollars ($
160 Linear Feet 8c -10'(1u!
dollars (S
(b.) -8" PVC v f
l
1,385 Linear Feet 0'-6' Cut
dollars (S
540 Linear Feet 6'-8' Cut
dollars (S )L.F.S
63 Linear Feet 6'-8'Cut
dollars (S )L.F.$ I
(c.) 15" PVC
174 Linear Feet 0'-6' Cut
dollars (S )L.F.$
L
105 Linear Feet 6'-8' Cut -
dollars (S )L.F.$
E-2
S
8. 400 Linear Feet 4" SDR 35 or cast iron soil pipe
service line length increase.
dollars ($ )LF $
I
TOTAL BID $ (S
F (Amount Written In Woyds) (In Figures)
l r (` 1
The Bidder shall state theY.e
bid in words and figures (written in ink
or typed) for each pay itd the jtdtal bid. In case of conflict
between words and figures,ords nless obviously incorrect, shall
govern.Bidder understands that threserves the right to award the total
project, or to reject any or all bids and to waive any formalities in the
bidding.
Bidder agrees that this Proposal shall be good and may not be withdrawn for
a period of 30 calendar days after the scheduled closing time for receiving
bids.
I
Respectfully submitted,
Firm Name
M
Address
City State
Arkansas State License Number
( E-5
L
a
3, Sanitary Manholes, With Ring
and Lid, complete in place.
(a.) 16 Each 0'--6' Depth
dollar(/sue(.$ )Each
(b.) 3 Each 6'-;8' Depth
dollars (,S )Each
(c.) 5 Each '-•10'DepLh/%j
1\ dollars (S )Each
(d.) 2 Each 10'-17,J Depth
dollars (S )Each
Cf
5.
7
2,777 Tons Arkansas Highway and Transportation
Department Class 7 Crushed Stone
(Old SB-2) for Sanitary Pipe
Embedment and Street Crossings,
complete n place.
rdo lays ($ )Tons$
i
961 Square Yards 3000JSI P.C. Concrete for
f"\
pi ement repair, complete in place.
� f4 r) dollars ($ )SY $
' f
25 Cubic Yards Class B Unreinforced Concrete,
for Sanitary Main Encasement,
complete in place.
dollars (S )CY S
1 Lump Sum Aerial Crossing, with all necessary
Concrete, Steel and Hardware as
detailed, complete in place.
dollars ($ )LS $
E-4
(H) Notice of Award
(I) Notice to Proceed
(J) Change Order
(K) General Conditions
(L) Special Instructions
(M) Special Conditions
(N) Detailed Specifications prepared by CEI Engineering Associates
dated September 1989.
(0) Method of Measurement and Basis of Payment
(P) Attachments:
No. 1 dated ,1989.
(Q) Drawings prepared by CEI Engineering Associates numbered
1 through 12, and dated September 1989.
(R) Addenda
No. 1 dated 11/02/89 ,1989.
No. 2 , dated 11/07/89 ,1989.
No. , dated ,1989.
6. The OWNER will pay to the CONTRACTOR in the manner and at such times
as set forth in the General Conditions such amounts as required by the
CONTRACT DOCUMENTS.
7. This agreement shall be binding upon all parties hereto and their
respective heirs, executors, administrators, successors, and assigns.
F-2
UNIT PRICE AGREEMENT
THIS AGREEMENT, made this S day of , 19 g y , by and
between The City of Fayetteville, Arkansas , hereinafter called "OWNER" and
(name of Owner), (an Individual)
Fayette Tree and Trench, Inc. doing business as (an individual,) or
(a partnership,) or (a corporation) hereinafter called "CONTRACTOR".
WITNESSETH: That for and in consideration of the payments and agreements
hereinafter mentioned:
1. The CONTRACTOR will commence and complete the construction of
Davidson Street Sewer Main Rehabilitation Project
2. The CONTRACTOR will furnish all of the materials, supplies, tools,
equipment, labor, and other services necessary for the construction
and completion of the PROJECT described herein.
3. The CONTRACTOR will commence the work required by the CONTRACT
DOCUMENTS within 14 calendar days after the date of the NOTICE
TO PROCEED and will complete the same within 160 calendar days
unless the period for completion is extended otherwise by the CONTRACT
DOCUMENTS.
4. The CONTRACTOR agrees to perform all of the WORK described in the
CONTRACT DOCUMENTS and comply with the terms therein for the sum of
g 243,378.91 or as shown in the BID schedule. Actual dollar
amount to be adjusted according to actual constructed quantities at
bid unit prices.
5. The term "CONTRACT DOCUMENTS" means and includes the followings
(A) Advertisement for BIDS
(B) Instructions to Bidders
(C) Bid Bond
(D) Bid
(E) Agreement
(F) Payment Bond
(G) Performance Bond F-1
NJ
PAYHENT BOND
KNOW ALL PERSONS BY THESE PRESENTS: that
FAYETTE TREE & TRENCH, INC.
(Name of Contractor)
P. 0. BOX 471, FAYETTEVILLE, ARKANSAS 72702
(Address of Contractor)
a CORPORATION , hereinafter called PRINCIPAL and
(Corporation, Partnership or Individual)
AMERICAN STATES INSURANCE COMPANY OF INDIANAPOLIS, INDIANA
(Name of Surety)
hereinafter called SURETY, are held and firmly bound unto
CITY OF FAYETTEVILLE, ARKANSAS
(Name of Owner)
FAYETTEVILLE, ARKANSAS 72701
(Address of Owner)
hereinafter called OWNER, and unto all persons, firms, and corporations who
or which may furnish materials to perform as described under the contract
t and to there successors and assigns in EN total aggregate sum of
SEV
TWO HUNDRED FORTY-THREE THOUSAND, THREE HUNDRED �{,'Fy}� F ($ 243.378.91
in lawful money of the United States, f8 'liaymert of which sum well and
truly to be made, we bind ourselves, our heir executors, administrators,
successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the PRINCIPAL
entered into a certain contract with the OWNER, dated the day
19 a copy of which is hereto attached and made a
part hereof for the construction of:
DAVIDSON STREET SEWER REHABILITATION
FAYETTEVILLE, ARKANSAS 72701
NOW, THEREFORE, if the PRINCIPAL shall promptly make payment to all
persons, firms, and corporations furnishing materials for or performing
labor in the prosecution of the WORK provided for in such contract, and any
authorized extensions or modification thereof, including all amounts due
for materials, lubricants, oil, gasoline, fuels, repairs on machinery,
equipment and tools, consumed or used in connection with the construction
of such WORK including that by a SUBCONTRACTOR, and to any mechanic or
materialman lien holder whether it acquires its lien by operation of State
or Federal law; then this obligation shall he void, otherwise to remain in
full force and effect.
G-1
4
II
IN WITNESS WHEREOF, the parties hereto have executed or caused to be
executed by their authorized officials, this Agreement in IL
(number of copies)
copies each of which shall be deemed an original on the date first above
written.
(SEAL)
ATTEST:
z•� %
NAME Sheak {., Thomas
tPlease type)
TITLE (n
(SEAL)
ATTEST:
c�2uL ge, I
OWNER:
j
BY
NAME UJil(i&rvr V. ?YkA
(Please type)
TITLE Z lMaA teh.
CONTRACTOR:
Fayette �Tree & Trench, Inc.
B y / p `4—
NAME Eugene Nottenkamper
(Please type)
ADDRESS P.O. Box 471.
Fayetteville, Arkansas 72702-
0471
1
NAME I Paul E. Nottenkamper -
(Please type) L
TITLE ?.( _
F-3
WITNESS WHEREOF, this instrument is executed in SIX(6) counterparts, each
Number
of which shall be deemed an original; this the day of
TEST:
Principal) ecretary
(SEAL)
Witness to Principal
Address
r -
City State
L'
FAYETTE TREE & TRENCH, INC.
Principal
Cl
'
()f_ � Lei t�+��2
By - ' (s)
EUGENE NOTTENKAMPER, PRESIDENT >
P. 0. BOX 471
Address
FAYETTEVILLE, ARKANSAS 72702-0471
City State
AMERICAN STATES INSURANCE COMPANY
Surety
ATTEST:
By � .. —
Witness to Surety Attorney -in -Fact
P. 0. BOX 427 ROBERT ti. RENNER
P. 0. BOX 427
Address Address
FAYETTEVILLE, ARKANSAS 72702
City State
FAYETTEVILLE. ARKANSAS 72702
City State
NOTE: Date of BOND must not be prior to date of Contract.
If CONTRACTOR is partnership, all partners should execute BOND.
IMPORTANT: Surety companies executing BONDS must appear on the Treasury
Department's most current list (Circular 570 as amended) and..
be authorized to transact business in the State where the
Project is located.
G-3
PROVIDED, that beneficiaries or claimants hereunder shall be limited to the i
SUBCONTRACTORS, and persons, firms, and corporations having a direct i
contract with the PRINCIPAL or its SUBCONTRACTORS.
PROVIDED, FURTHER, that the said SURETY for value received hereby
stipulates and agrees that no change, extension of time, alteration or
addition to the terms of the contract or to the WORK to be performed
thereunder or the SPECIFICATIONS accompanying the same shall in any way
affect its obligation on this BOND, and it does hereby waive notice of any
such change, extension of time, alteration or addition to the terms of this
contract or to WORK or to the SPECIFICATIONS.
PROVIDE, FURTHER, that no suit or action shall be commenced hereunder by
any claimant: (a) Unless claimant, other than one having a direct contract
with the PRINCIPAL shall have given written notice to any two of the
following:
The PRINCIPAL, the OWNER, or the SURETY above named within ninety (90)
days after such claimant did or performed the last of the work or
labor, or furnished the last of the materials for which said claim is
made, stating with substantial accuracy the amount claimed and the
name of the party to whom the materials were furnished, or for whom
the work or labor was done or performed. Such notice shall be
serviced by mailing the same by registered mail or certified mail,
postage prepaid, in an envelope addressed to the PRINCIPAL, OWNER, or
SURETY, at any place where an office is regularly maintained for the
transaction of business, or served in any manner in which legal
process may be served in the state in which the aforesaid project is
located, save that such service need not be made by a public officer.
(b) After the expiration of one (1) year following the date of which ■
PRINCIPAL ceased work on said CONTRACT, is being understood, however, `(
that if any limitation embodied in the BOND is prohibited by any law
controlling the construction hereof, such limitation shall be deemed
to be amended so as to be equal to the minimum period of limitation
permitted by such law.
PROVIDED, FURTHER, that it is expressly agreed that this BOND shall be
deemed amended automatically and immediately, without formal and separate
amendments hereto, upon amendment to the Contract not increasing the ■
contract price more than 20 percent, so as to bind the PRINCIPAL and the IL
SURETY to the full and faithful performance of the Contract as so amended.
The term "Amendment", wherever used in this BOND and whether referring to
this BOND, the contract or the loan Documents shall include any alteration, jL
addition, extension or modification of any character whatsoever.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose
claim may be unsatisfied. F
t
G-2 l
4
� y
Y
PERFORMANCE BOND
F
KNOW ALL PERSONS BY THESE PRESENTS: that
FAYETTE TREE & TRENCH, INC.
(Name of Contractor)
P. 0. BOX 427, FAYETTEVILLE, ARKANSAS 72702
(Address of Contractor)
a CORPORATION , hereinafter called Principal,
(Corporation, Partnership, or Individual)
and AMERICAN STATES INSURANCE COMPANY
'(Name of Surety)
INDIANAPOLIS, INDIANA
(Address of Surety)
hereinafter called Surety, are held and firmly bound unto
CITY OF FAYETTEVILLE, ARKANSAS
(Name of Owner)
FAYETTEVILLE, ARKANSAS 72701
(Address of Owner)
hereinafter called OWNER in the total aggregate penal sum of TWO HUNDRED FORTY-
THREE THOUSAND, THREE HUNDRED SEVENTY-EIGHT & inn Dollars ($ 243,378.91 )
in lawful money of the United States, for the payment which sum well and
truly to be made, we bind ourselves, our heirs, executors, administrators,
successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal
entered into a certain contract with the. OWNER, dated the day
of , 19 , a copy of which is hereto attached and made a
part hereof for the construction of:
DAVIDSON STREET SEWER REHABILITATION
FAYETTEVILLE, ARKANSAS 72701
H-1
GENERAL POWER OF /ITTORNFrY
American States Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS. that American Slates 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. halh made, constituted and appointed, and does by these presents make. constitute
and appoint
-------------------- ROBERT M. RENNER AND KEVIN RENNER -----------------
(Jointly or Severally)
W
of Fayetteville and State of Arkansas CD
its true and lawful Altorney(s)-in-Fact, with lull 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, however, a
that the penal sun of any one such instrument executed hereunder shall not exceed a
TWO MILLION FIVE HUNDRED THOUSAND AND NO/100 ($2,500,000.00) 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 end 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 Section 7.07 of the By -Laws of the American States 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 the 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."
!N WITNESS WHEREOF. American Slates Insurance Company has caused these presents to be signed by its Vice -President. attested by its
Assistant Vice -President and its corporate seal to be hereto affixed this -24th day of May
A.D. 19_89 AMERICAN STATES INSURANCE COMPANY
,�• pe6'
ATTEST: ilL--./t By �a�(� �.J�—PLp2 .• ♦s
Assistant Vice -President Second Vice- resident
x gyp({ n
STATE OF INDIANA r
1 SS i�r..•"
COUNTY OF MARION }
On this 24th day or
May
A.D., 19 89 , before me personally came
Joseph F. 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 Vice -President of American States 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 acquairted with John 3. Rosich and knows him to be the
Assistant Vice -President of said Corporation; and that he executed the above instrument.
MY COMMISSION EXPIRES C &_t-._- V
MyARYCommission e 4'pr pGe
FE MUARY 03 6, 1 Notary Public STATE OF INDIANA 1 SS /'koraN�
COUNTY OF MARION ))
1 John 3. Rosich , the Assistant Vice -President of AMERICAN STATES 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 STATES INSURANCE COMPANY, which is still
in force and effect.
This Certificate may be signed and sealed by facsimile under and by the authority of Section 8.03 of the By -Laws of AMERICAN STATES 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
any vice-president (including any Executive Vice President, Senior Vice President. Vice President, Second Vice President or Assistant Vice President)
a d the secretary, or an assistant secretary, or other officer, whose signatures, if the instrument is duly countersigned by an authorized representative
of !ne 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 Is
issued by the Corporation."
In witness whereof, I have hereunto set my hand and affixed the seed of said Corporation, this 7TH day of DECEMBER
A.D.. 19.x..
9.1459
(9-88)
Assistant Vice -Pre idenl
ai f
IN WITNESS WHEREOF, this instrument is executed in SIX (6) counterparts,
(Number)
each one of which shall be deemed an original, this the day of
,19
ATTEST:
FAYETTE TREE & TRENCH, INC
Principal
Zio-y2&2
Secretary (P incipal)
(SEAL)
Witness s to Principal
Z Ifs //% /
Address
City' State
ATTEST:
Witness to Surety
P. 0. BOX 427
Address
FAYETTEVILLE, ARKANSAS 72702
City State
BY4
EU NE NOTTENKA.*iPER, PRE IDENT
P. 0. BOX 471 .1
Address .
FAYETTEVILLE, ARKANSAS 72702-0471
City State
AMERICAN STATES INSURANCE COMPANY
Surety
BY2L/Qwt Jt)
Attorney -in -Fact
ROBERT M. RENNER
P. 0. BOX 427
Address
FAYETTEVILLE, ARKANSAS 72702
City State
NOTE: Date of BOND must not be prior to date of Contract.
If CONTRACTOR is partnership, all partners should execute BOND.
IMPORTANT: Surety companies executing BONDS must appear on the Treasury
Department's most current list (Circular 570 as amended) and
be authorized to transact business in the state where the
Project is located.
H-3
4
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform
its duties, all the undertakings, covenants, terms, conditions, and
agreements of said contract during the original term thereof, and any
extensions thereof which may be granted by the OWNER, with or without
notice to the SURETY and during the one year guaranty period and if the
PRINCIPAL shall satisfy all claims and demands incurred under such
contract, and shall fully indemnify and save harmless the OWNER from all
costs and damages which it may suffer by reason of failure to do so, and
shall reimburse and repay the OWNER all outlay and expense which the OWNER
may incur in making good any default, then this obligations shall be void,
otherwise to remain in full force and effect.
PROVIDED, FURTHER, that the said SURETY, for value received hereby
stipulates and agrees that no change, extension of time, alteration or
addition to the terms of the contract or to WORK to be performed thereunder
or the SPECIFICATIONS accompanying same shall in any way affect its
obligation on this BOND, and it does hereby waive notice of any such
change, extension of time, alteration or addition to the terms of the
contract or to the WORK or to the SPECIFICATIONS.
PROVIDED, FURTHER, that it is expressly agreed that the BOND shall be
deemed amended automatically and immediately, without formal and separate
amendments hereto, upon amendment to the Contract not increasing the
contract price more than 20 percent, so as to bind the PRINCIPAL and the
SURETY to the full and faithfully of the CONTRACT amended. The terms
"Amendment", or the Loan Documents shall include any alteration, addition,
extension, or modification of any character whatsoever.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
PRINCIPAL shall abridge the right of the other beneficiary hereunder, whose
claim may be unsatisfied. The OWNER is the only beneficiary hereunder.
H-2
I
I
NOTICE OF AWARD
TO:
PROJECT Description:
The OWNER has considered the BID submitted by you for the above described
WORK in response to its Advertisement for Bids dated , 19_
You are hereby notified that your BID has been accepted for items in the
amount of $
You are required by the information for Bidders to execute the Agreement
and furnish the required CONTRACTOR'S Performance BOND, Payment BOND and
certificates of insurance within ten (10) calendar days from the date of
this Notice to you.
If you fail to execute said Agreement and to furnish said BONDS within ten
(10) days from the date of this Notice, said OWNER will be entitled to
consider all your rights arising out of the OWNER'S acceptance of your BID
as abandoned and as a forfeiture of your BID BOND. The OWNER will be
entitled to such other rights as may be granted by law.
You are required to return an acknowledged copy of this NOTICE OF AWARD to
the OWNER.
Dated this day of
,19 __
Owner
By
Title
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE OF AWARD is hereby acknowledged:
LE
this
day of
, 19
I-1
Title
GENERAL POWER OF ATTORNEY
American States Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS. that American States Insurance Company, a Corporation duly organized and existing under the laws of the Stale
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
-------------------- ROBERT M. RENNER AND KEVIN RENNER -----------------
(Jointly or Severally)
of Fayetteville and State of Arkansas
Its true and lawful Attorney(s)-in-Fact, with lull 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, hxtaever, .A
that the penal sun of any one such' instrument executed hereunder shall not exceed U'I
1W) MILLION FIVE HONORED 'THOUSAND AND 133/100 ($2,500,000.00) 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 try its Secretary, hereby ratifying and confirming all that the said Attorneys) -in -Fact may do in the premises. This Power of
Attorney is executed and may be revoked pursuant to and by authority granted by Section 7.07 of the By -Laws of the American States 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) shell have power, by and with the concurrence with the any other officer of the Corporation, to appoint Attorneys -in -
Fad l 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 States Insurance Company has caused these presents to be signed by its Vice -President, attested by its
Assistant Vice -President and its corporate seal to be hereto affixed this 24th day of May
A.D. _89 AMERICAN STATES INSURANCE COMPANY
aatf iee4�
ATTEST: �L't"L-L"v/ By �Q/��[� �'e *'�o
Assistant Vice -President ` Sewnd Vice- resident i ^'
'TaTE OF INDIANA
,.JUNTY OF MARION J SS
On this 24th day of May . A.D., 19 89 , before me personally came
Joseph F. Heim , to me known, who
being by me duly sworn, acknowledged the execution of the above inslrumenl and did depose and say: that he is a Vice -President of American States 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.
MY COMMISS!ON EXPIRES
e_ &L ✓ 4FPy P`e
Notary Public
FEBRUARY 6. 1933
My Commission Expires
STATE OF INDIANA i SS
COUNTY OF MARION J
John J. Rosich , the Assistant Vice -President of AMERICAN STATES 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 STATES INSURANCE COMPANY, which is still
in force and effect.
This Certificate may be signed and sealed by facsimile under and by the authority of Section 8.03 of the By -Laws of AMERICAN STATES 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
cr any vice-president (including any Executive Vice President, Senior Vice President, Vice President, Second Vice President or Assistant Vice President)
and the secretary, or an 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 ollicer 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 7TH day of DECEMBER
A.D., 19_89
9.1459
(9-89)
Assislanl Vice -Pre ident
CHANGE ORDER
ORDER NUMBER:
f
DATE:
AGREEMENT DATE:
33_ NAME OF PROJECT:
OWNER:
CONTRACTOR:
The following changes are hereby made to the CONTRACT DOCUMENTS:
Justification:
1
Change to CONTRACT PRICE:
• Original CONTRACT PRICE: $
Current CONTRACT PRICE adjusted by previous CHANGE ORDER $
The CONTRACT PRICE due to this CHANGE ORDER will be (increased) (decreased)
by: $
The new CONTRACT PRICE due to this CHANGE ORDER will be S
!,. Change to CONTRACT TIME:
The CONTRACT TIME will be (increased) (decreased) by calendar days.
The date for completion of all work will be (Date).
Approvals Required:
To be effective this Change Order must be approved by the OWNER if it
changes the scope or objective of the PROJECT, or as may otherwise be
required.
Requested by:
Recommended by:
L Ordered by:
Accepted by:
Owner:
i
IL K-1
f
NOTICE TO PROCEED [
TO: Date: 1
Project:
I
You are hereby notified to commence WORK in accordance with the Agreement
dated , 19 , on or before , 19 ,
and you are to complete the WORK within consecutive calendar
days thereafter. The date of completion of all WORK is therefore
19
Owner
By I
Title
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE TO
PROCEED is hereby acknowledged:
By _
this the , 19_
By —
Title _ [
i
1
J-1
C
.
1.7
CONTRACT DOCUMENTS - The contract, including Instructions to BIDDERS,
BID, Agreement, Payment BOND, Performance BOND, NOTICE OF AWARD,
NOTICE TO PROCEED, CHANGE ORDER, GENERAL CONDITIONS, SPECIAL
INSTRUCTIONS, SPECIAL CONDITIONS, TECHNICAL SPECIFICATIONS,
DRAWINGS, ATTACHMENTS, AND ADDENDA.
1.8
CONTRACT PRICE - The total monies payable to the CONTRACTOR under the
terms and conditions of the CONTRACT DOCUMENTS.
1.9
CONTRACT TIME - The number of calendar days stated in the CONTRACT
DOCUMENTS for the completion of the WORK.
1.10
CONTRACTOR - The person, firm, or corporation with whom the OWNER has
executed the Agreement.
1.11
DRAWINGS• - The parts of the CONTRACT DOCUMENTS which show the
characteristics and scope of the WORK to be performed and which have
been prepared or approved by the ENGINEER.
1.12
ENGINEER - The person, firm, or corporation named as such in the
CONTRACT DOCUMENTS.
1.13 FIELD ORDER - A written order effecting a change in the WORK not
involving an adjustment in the CONTRACT PRICE or an extension of the
CONTRACT TIME, issued by the ENGINEER to the CONTRACTOR during
construction.
1.14 NOTICE OF AWARD - The written notice of the acceptance of the BID from
the OWNER to the successful BIDDER.
1.15 NOTICE TO PROCEED - Written communication issued by the OWNER to the
CONTRACTOR authorizing him/her to proceed with the WORK and
establishing the date for commencement of the WORK.
1.16 OWNER - A public or quasi -public body or authority, corporation,
association, partnership, or an individual for whom the WORK is to be
performed.
1.17 PROJECT - The undertaking to be performed as provided in the CONTRACT
DOCUMENTS.
1.18 RESIDENT PROJECT ENGINEER - The authorized
representative of the OWNER
who is assigned
to the PROJECT site
or any
part thereof.
1.19 SHOP DRAWINGS
- All drawings,
diagrams,
illustrations, brochures,
schedules, and
other data which
are prepared by the CONTRACTOR, a
f SUBCONTRACTOR,
manufacturer,
supplier,
or distributor, which
illustrate how
specific portions
of the WORK
shall be fabricated or
installed.
-
L-2
GENERAL CONDITIONS
1.
Definitions
17.
Subsurface Conditions
2.
Additional Instructions and Detail
18.
Suspension of Work, Termin-
Drawings
nation, and Delay
3.
Schedules, Reports, and Records
19.
Payments to Contractor
4.
Drawings and Specifications
20.
Acceptance of Final Payment
5.
Shop Drawings
as Release
6.
Materials, Services, and Facilities
21.
Insurance
7.
Inspection and Testing
22.
Contract Security
8.
Substitutions
23.
Assignments
9.
Patents
24.
Indemnification
10.
Surveys, Permits, Regulations
25.
Separate Contracts
11.
Protection of Work, Property, Persons
26.
Subcontracting
12.
Supervision by Contractor
27.
Engineer's Authority
13.
Changes in the Work
28.
Land and Right -of -Way
14.
Changes in Contract Price
29.
Guaranty
15.
Time for Completion and Liquidated
30.
Arbitration
Damages
31.
Taxes
16.
Correction of Work
1.
DEFINITIONS
1.1 Wherever used in the CONTRACT DOCUMENTS, the following terms shall
have the meanings indicated and shall be applicable to both the
singular and plural thereof:
1.2 ADDENDA - Written or graphic instruments issued prior to the execution
of the Agreement which modify or interpret the CONTRACT DOCUMENTS,
DRAWINGS and SPECIFICATIONS, by additions, deletions, clarifications,
or corrections.
1.3 BID - The offer or proposal of the BIDDER submitted on the prescribed
form setting forth the prices for the WORK to be performed.
1.4 BIDDER - Any person, firm or corporation submitting a BID for the
WORK.
1.5 BONDS - Bid, Performance, and Payment Bonds and other instruments of
surety, furnished by the CONTRACTOR authorizing an addition, deletion,
or revision in the WORK within the general scope of the CONTRACT
DOCUMENTS, or authorizing an adjustment in the CONTRACT PRICE or
CONTRACT TIME.
1.6 CHANGE ORDER - A written order to the CONTRACTOR authorizing an
addition, deletion, or revision in the WORK within the general scope
of the CONTRACT DOCUMENTS, or authorizing an adjustment in the
CONTRACT PRICE or CONTRACT TIME.
L-1
3.2 Prior to the first partial payment estimate the CONTRACTOR shall
submit construction progress schedules showings the order in which the
CONTRACTOR proposes to carry on the WORK, including dates at which the
various parts of the WORK will be started, estimated date of
completion of each part and, as applicable:
3.2.1 The dates at which special detail drawings will be required; and
3.2.2 Respective dates for submission of SHOP DRAWINGS, the beginning of
manufacture, the testing and the installation of material, supplies
and equipment.
3.3 The CONTRACTOR shall also submit a schedule of payments that the
CONTRACTOR anticipates will be earned during the course of the WORK.
4. DRAWINGS AND SPECIFICATIONS
4.1 The intent of the DRAWINGS and SPECIFICATIONS is that the CONTRACTOR
shall furnish all labor, materials, tools, equipment, and
transportation necessary for the proper execution of the WORK in
accordance with the CONTRACT DOCUMENTS and all incidental work
necessary to complete the PROJECT in an acceptable manner, ready for
use, occupancy.or operation by the OWNER.
4.2 In case of conflict between the DRAWINGS and SPECIFICATIONS, the
SPECIFICATIONS shall govern. Figure dimensions on DRAWINGS shall
govern over general DRAWINGS.
4.3 Any discrepancies found between the DRAWINGS and SPECIFICATIONS and
site conditions or any inconsistencies or ambiguities in the DRAWINGS
or SPECIFICATIONS shall be immediately reported to the ENGINEER, in
writing, who shall promptly correct such inconsistencies or
ambiguities in writing. WORK done by the CONTRACTOR after discovery
of such discrepancies, inconsistencies or ambiguities shall be done at
the CONTRACTOR's risk.
5. SHOP DRAWINGS
I
5.1 The CONTRACTOR
shall provide SHOP DRAWINGS
as may be necessary for
the
prosecution of
the WORK as required
by the CONTRACT DOCUMENTS.
The
ENGINEER shall
promptly review all
SHOP DRAWINGS. The ENGINEER'S
approval of any SHOP DRAWING shall
not release the CONTRACTOR
from
responsibility
for deviations from
the CONTRACT DOCUMENTs.
The
approval of any SHOP DRAWING which
substantially deviates from
the
requirements of
the CONTRACT DOCUMENTS shall be evidenced by a CHANGE
ORDER. -
-
i
L-4
J
II
II
1.20 SPECIFICATIONS - A part of the CONTRACT DOCUMENTS consisting of
written descriptions of a technical nature of materials, equipment, ■■■
construction systems, standards and workmanship.
1.21 SUBCONTRACTOR - An individual, firm, or corporation having a direct
contract with CONTRACTOR or with any other SUBCONTRACTOR for the
performance of a part of the WORK at the site.
1.22 SUBSTANTIAL COMPLETION - That date certified by the ENGINEER when the
construction of the PROJECT or a specified part thereof is
sufficiently completed, in accordance with the CONTRACT DOCUMENTS, so
that the PROJECT or specified part can be utilized for the purposes
for which it is intended.
1.23 SUPPLEMENTAL GENERAL CONDITIONS - Modifications to General Conditions
required by a Federal agency for participation in the PROJECT and
approved by the agency in writing prior to inclusion in the CONTRACT
DOCUMENTS, or such requirements that may be imposed by applicable
state laws.
1.24 SUPPLIER - Any person or organization who supplies materials or
equipment for the WORK, including that fabricated to a special design,
but who does not perform labor at the site.
1.25 WORK - All labor necessary to produce the construction required by the
CONTRACT DOCUMENTS, and all materials and equipment incorporated or to
be incorporated in the PROJECT.
1,26 WRITTEN NOTICE - Any notice to any party of the Agreement relative to
any part of this Agreement in writing and considered delivered and the
service thereof completed, when posted by certified or registered mail
to the said party at their last given address, or delivered in person
to said party or their authorized representative on the WORK.
2, ADDITIONAL INSTRUCTIONS AND DETAIL DRAWINGS
2,1 The CONTRACTOR may be furnished additional instructions and detail
drawings, by the ENGINEER, as necessary to carry out the WORK required
by the CONTRACT DOCUMENTS.
2.2 The additional drawings and instructions thus supplied will become a
part of the CONTRACT DOCUMENTS. The CONTRACTOR shall carry out the
WORK in accordance with the additional detail drawings and
instructions.
3. SCHEDULES, REPORTS, AND RECORDS
3.1 The CONTRACTOR shall submit to the- OWNER such schedule of quantities
and costs, progress schedules, payrolls, reports, estimates, records
and other data where applicable as are required by the CONTRACT
DOCUMENTS for the WORK to be performed.
L-3
I
7.4 If the CONTRACT DOCUMENTS, .laws,,ordinances, rules, regulations or
orders of any public authority having jurisdiction require any WORK to
specifically be inspected, tested, or approved by someone other than
the CONTRACTOR, the CONTRACTOR will give the ENGINEER timely notice of
readiness. The CONTRACTOR will then furnish the ENGINEER the required
certificates of inspection, testing or approval.
7.5 Inspections, tests, or approvals by the engineer or others shall not
relieve the CONTRACTOR from the obligations to perform the WORK in
i
accordance with the requirements of the CONTRACT DOCUMENTS.
7.6 The ENGINEER and the ENGINEER'S representatives will at all times have
access to the WORK. In addition, authorized representatives and
i. agents of any participating Federal or State agency shall be permitted
to inspect all work, materials, payrolls, records of personnel,
invoices of materials, and other relevant data and records of
personnel, invoices of materials, and other relevant data and
records. The CONTRACTOR will provide proper facilities for such access
and observation of the WORK and also for any inspection or testing
thereof.
7.7 If any WORK is covered contrary to the written instructions of the
ENGINEER it must, if requested by the ENGINEER, be uncovered for the
ENGINEER'S observation and replaced at the CONTRACTOR'S expense.
7.8 If the ENGINEER considers it necessary or advisable that covered WORK
be inspected or tested by other, the CONTRACTOR, at the ENGINEER'S
request, will uncover, expose or otherwise make available for
`-_ observation, inspection or testing as the ENGINEER may require, that
portion of the WORK in question, furnishing all necessary labor,
materials, tools, and equipment. If it is found that such WORK is
defective, the CONTRACTOR will bear all the expenses of such
uncovering, exposure, observation, inspection and testing and of
satisfactory .reconstruction, if however, such WORK is not found to be
defective, the CONTRACTOR will be allowed an increase in the CONTRACT
PRICE or an extension of the CONTRACT TIME, or both, directly
attributable to such uncovering, exposure, observation, inspection,
testing and reconstruction and an appropriate CHANGE ORDER shall be
issued.
L 8. SUBSTITUTIONS
8.1 Whenever a material, article, or piece of equipment is identified on
the DRAWINGS or SPECIFICATIONS by reference to brand name or catalogue
numbers, it shall be understood that this is referenced for the
purpose of defining the performance or other salient requirements and
that other producers of equal capacities, quality and function shall
be considered. The CONTRACTOR may recommend the substitution of a
I
L-6
5.2 When submitted for the ENGINEER'S review, SHOP DRAWINGS shall bear the
CONTRACTORS'S certification that he has reviewed, checked and approved
the SHOP DRAWINGS and that they are in conformance with the
requirements of the CONTRACT DOCUMENTS.
5.3 Portions of the WORK requiring a SHOP DRAWING or sample submission •
shall not begin until the SHOP DRAWING or submission has been approved
by the ENGINEER. A copy of each approved SHOP DRAWING and each
approved sample shall be kept in good order by the CONTRACTOR at the
site and shall be available to the ENGINEER.
6. MATERIALS, SERVICES AND FACILITIES
6.1 It is understood that, except as otherwise specifically stated in the
CONTRACT DOCUMENTS, the CONTRACTOR shall provide the pay for all
materials, labor, tools, equipment, water, light, power,
transportation, supervision, temporary construction of any nature,
and all other services and facilities of any nature whatsoever
necessary to execute, complete, and deliver the WORK within the
specified time.
6.2 Materials and equipment shall be so stored as to insure the I'
preservation of their quality and fitness for the WORK. Stored
materials and equipment to be incorporated in the WORK shall be
located so as to facilitate prompt inspection.
6.3 Manufactured articles, materials, and equipments shall be applied,
installed, connected, erected, used, cleaned and conditioned as
directed by the manufacturer.
6.4 Materials,
supplies, and equipment shall
be
in
accordance with samples
submitted
by the CONTRACTOR and approved
by
the
ENGINEER.
6.5 Materials, supplies, or equipment to be incorporated into the WORK
shall not be purchased by the CONTRACTOR or the SUBCONTRACTOR subject
to a chattel mortgage or under a conditional sale contract or other
agreement by which an interest is retained by the Seller.
7. INSPECTION AND TESTING
7.1 All materials and equipment used in the construction of the PROJECT
shall be subject to adequate inspection and testing in accordance with
generally accepted standards, as required and defined in the CONTRACT
DOCUMENTS.
7.2 The OWNER shall provide all inspection and testing services not
required by the CONTRACT DOCUMENTS.
7.3 The CONTRACTOR shall provide at the CONTRACTOR'S expense the testing
and inspection services required by the CONTRACT DOCUMENTS.
L-5
for by the OWNER, unless otherwise specified. The CONTRACTOR shall
give all notices and comply with all laws, ordinances, rules and
regulations bearing on the conduct of the WORK as drawn and specified.
If the CONTRACTOR observes that the CONTRACT DOCUMENTS are at variance
therewith, the CONTRACTOR shall promptly notify the ENGINEER in
writing, and any necessary changes shall be adjusted as provided in
Section 13, CHANGES IN THE WORK.
11. PROTECTION OR WORK, PROPERTY, AND PERSONS
11.1 The CONTRACTOR will be responsible for initiating, maintaining and
supervising all safety precautions and programs in connection with the
WORK. The CONTRACTOR will take all necessary precautions for safety
of, will provide the necessary precautions for the safety of, and will
provide the necessary protection to prevent damage, injury or loss to
all employees on the WORK and other persons who may be affected
thereby, all the WORK and all materials or equipment to be
incorporated therein, whether in storage or off the site, and other
property at the site or adjacent thereto, including trees, shrubs,
lawns, walks, pavements, roadways structures and utilities not
designated for removal, relocation or replacement in the course of
construction.
11.2 The CONTRACTOR will comply with all applicable laws, ordinances,
rules, regulations and orders of any public body having jurisdiction.
The CONTRACTOR will erect and maintain, as required by the conditions
and progress of the WORK, all necessary safeguards for safety and
protection. The CONTRACTOR will notify owners of adjacent utilities
when prosecution of the WORK may affect them. The owners of adjacent
utilities when prosecution of the WORK may affect them. The
CONTRACTOR will remedy all damage, injury or loss to any property
caused, directly or indirectly employed by any of them or anyone of
whose acts any of them be liable,) except damage or loss attributable
to the fault of the CONTRACT DOCUMENTS or to the acts or omissions of
.the OWNER, of the ENGINEER or anyone employed by either of them or
anyone for whose acts either of them may be liable, and not
attributable, directly or indirectly, in whole or in part, to the
fault or negligence of the CONTRACTOR.
11.3 In emergencies affecting the safety of persons or the WORK or property
at the site or adjacent thereto, the CONTRACTOR, without special
instructions or authorization from the ENGINEER or OWNER, shall act to
prevent threatened damage, injury, or loss. The CONTRACTOR will give
the ENGINEER prompt WRITTEN NOTICE of any significant changes in the
WORK or deviations from the CONTRACT DOCUMENTS caused thereby, and a
CHANGE ORDER shall thereupon be issued covering the changes and
deviations involved.
12
SUPERVISION BY CONTRACTOR
!I
a
fl
material, article, or piece of equipment of equal substance and
function for those referred to in the CONTRACT DOCUMENTS by reference
to brand name or catalogue number, and if, in the opinion of the j1
ENGINEER, such material, article, or piece of equipment is of equal
substance and function to that specified, the ENGINEER may approve its
substitution and use by the CONTRACTOR. Any cost differential shall
be deductible from the CONTRACT PRICE and the CONTRACT DOCUMENTS shall
be appropriately modified by CHANGE ORDER. The CONTRACTOR warrants
that is substitutes are approved, no major changes in the function or
general design of the PROJECT will result. Incidental changes or
extra component parts required to accommodate the substitute will be
made by the CONTRACTOR without a change in the CONTRACT PRICE or
CONTRACT TIME.
9. PATENTS
9.1 The CONTRACTOR shall pay all applicable royalties and license fees,
and shall defend all suits or claims for infringement of any patent
rights and save the OWNER harmless from loss on account thereof,
except that the OWNER shall be responsible for any such loss when a
particular manufacturer or manufacturers is specified, however, if the 1{
CONTRACTOR has reason to believe that the design, process or product
specified is an infringement of a patent, the CONTRACTOR shall be
responsible for such loss unless the CONTRACTOR promptly gives such
information to the ENGINEER.
10. SURVEYS, PERMITS, REGULATIONS
10.1 The OWNER shall furnish all boundary surveys and establish all base ■
lines for locating the principal component parts of the WORK together Il
with a suitable number of bench marks adjacent to the WORK as shown in
the CONTRACT DOCUMENTS. From the information provided by the OWNER,
unless otherwise specified in the CONTRACT DOCUMENTS, the CONTRACTOR
shall develop and make all detail surveys needed for construction such
as slope stakes, batter boards, stakes for pipe locations and other
working points, lines, elevations and cut sheets.
10.2 The CONTRACTOR shall carefully preserve bench marks, reference points
and stakes and, in case of willful or careless destruction, shall be
charged with the resulting expense and shall be responsible for any
mistake that may be caused by their unnecessary loss or disturbance.
10.3 Permits and licenses of a temporary nature necessary for the
prosecution of the WORK shall be secured and paid for by the
CONTRACTOR unless otherwise stated in the SUPPLEMENTAL GENERAL
CONDITIONS. Permits, licenses and easements for permanent structures
or permanent changes in existing facilities shall be secured and paid
L-7
I
15. TIME FOR COMPLETION AND LIQUIDATE
15.1 The date
of beginning
and
the
essential
conditions of
the
CONT
shall be
commenced on a
date
spec
1DAMAGE S
[me for completion of the WORK are
1CT DOCUMENTS and the WORK embraced
fied in a written NOTICE TO PROCEED.
15.2 The CONTRACTOR will proceed with the WORK at such a rate of progress
to insure full completion within the CONTRACT TIME. It is expressly
understood and agreed, by and between the CONTRACTOR and the OWNER,
that the CONTRACT TIME for the completion of the WORK described herein
is a reasonable time, taking into consideration the average climatic
and economic conditions and other factors prevailing in the locality
of the WORK.
15.3 If the CONTRACTOR shall fail to complete the WORK within the CONTACT
TIME, or extension of time granted by the OWNER, then the CONTRACTOR
will pay to the OWNER the amount for liquidated damages as specified
in the BID for each calendar day that the CONTRACTOR shall be in
default after the time stipulated lin the CONTRACT DOCUMENTS.
15.4 The CONTRACTOR, shall not be ch
excess cost when the delay in
following and the CONTRACTOR has
delay to the OWNER or ENGINEER.
15.4.1 To any preference, priority or
OWNER.
15.4.2 To unforeseeable causes beyond
negligence of the CONTRACTOR, incl
God, or of the public enemy, ai
CONTRACTOR in their performance o
floods, epidemics, quarantine
embargoes, and abnormal and unfore
ed with
Liquidated
damages
or
any
pletion
of the WORK
is due
to
the
omptly given WRITTEN
NOTICE
of
such
location order duly issued by the
he control and without the fault or
iding but not restricted to, acts of
is of the OWNER, acts of another
a contract with the OWNER, fires,
restrictions, strikes, freight
;eeable weather; and
15.4.3 To any delays of SUBCONTRACTORts occasioned by any of the causes
specified in paragraphs 15.4.1 and 15.4.2 of this article.
16. CORRECTION OF WORK
16.1 The CONTRACTOR shall promptly remove from the premises all WORK
rejected by the ENGINEER for failure to comply with the CONTRACT
DOCUMENTS, whether incorporated in the construction or not, and the
CONTRACTOR shall promptly replace and reexecute the WORK in accordance
with the CONTRACT DOCUMENTS and wiphout expense to the OWNER and shall
bear the expense of making good all WORK of other CONTRACTORS
destroyed or damaged by such removal or replacement.
16.2 All removal
and
replacement WORK( shall
be done
at
the
CONTRACTOR'S
expense. If
the
CONTRACTOR does not take
action
to
remove
such
L-1
12.1 The CONTRACTOR will supervise and direct the WORK. He will be solely
responsible for the means, methods, techniques, sequences and
procedures of construction. The CONTRACTOR will employ and maintain
on the WORK a qualified supervisor or superintendent who shall have
been designated in writing by the CONTRACTOR as the CONTRACTOR'S
representative at the site. The supervisor shall have full authority
to act on behalf of the CONTRACTOR and all communications given to the
supervisor shall be as binding as if given to the CONTRACTOR. The
supervisor shall be present on the site at all time as required to
perform adequate supervision and coordination of the WORK.
13. CHANGES IN WORK
13.1 The OWNER
may at
any
time, as the need arises, order changes within
the scope
of the
WORK without invalidating the Agreement. If such
changes increase
or
decrease the amount due under the CONTRACT
DOCUMENTS,
or in
the
time required for performance of the WORK, an
equitable
adjustment
shall be authorized by CHANGE ORDER.
13.2 The ENGINEER, also, may at any time, by issuing a FIELD ORDER, make
changes in the details of the WORK. The CONTRACTOR shall proceed with
the performance of any changes in the WORK so ordered by the ENGINEER
unless the CONTRACTOR believes that such FIELD ORDER entitles the
CONTRACTOR to a change in CONTRACT PRICE or TIME, or both, in which
event the CONTRACTOR shall give the ENGINEER WRITTEN NOTICE thereof
within seven (7) days after the receipt of the ordered change.
Thereafter the CONTRACTOR shall document the basis for the change in
CONTRACT PRICE or TIME within thirty (30) days. The CONTRACTOR shall
not execute such changes pending the receipt of an executed CHANGE
ORDER or further instruction from the OWNER.
14. CHANGES IN CONTRACT PRICE
14.1 The CONTRACT PRICE may be changed only by a CHANGE ORDER. The value
of any WORK covered by a CHANGE ORDER or of any claim for increase or
decrease in the CONTRACT Price shall be determined by one or more of
the following methods in the order of precedence listed below:
(a) Unit prices previously approved.
(b) An agreed lump sum.
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the services of the CONTRACTOR and take possession of the PROJECT and
of all materials, equipment, tools, construction equipment and
machinery thereon owned by the CONTRACTOR, and finish the WORK by
whatever method the OWNER may deem expedient. In such case the
CONTRACTOR shall not be entitled Ito receive any further payment until
the WORK is finished. If the unpaid balance of the CONTRACT PRICE
exceeds the direct and indirect) costs of completing the PROJECT,
including compensation for additilonal services, such excess SHALL BE
PAID TO THE CONTRACTOR. If such costs exceed such unpaid balance, the
CONTRACTOR will pay the difference to the OWNER. Such costs incurred
by the OWNER will be.determined by'the ENGINEER and incorporated in a
CHANGE ORDER. I
18.3 Where the CONTRACTOR'S services h
said terminations shall not affec
CONTRACTOR then existing or wt
retention payment of monies by t}
release from compliance with the
18.4 After ten (10) days from deli
CONTRACTOR and the ENGINEER, the
prejudice to any other right or
and terminate the CONTRACT. In si
for all WORK executed and any
profit.
18.5 If, through no act or fault of tt
for a period of more than ninety
order of court or other public aut
on any request for payment wit
submitted, or the OWNER fails to
sum approved by the ENGINEER or
(30) days of its approval and prc
after ten (10) days from delivery
the ENGINEER terminate the CONTRAC
for all WORK executed and all expi
lieu of terminating the CONTRACT,
a request for payment or if the 0
as aforesaid, the CONTRACTOR may i
the OWNER and the ENGINEER stop t
due, in which event and upon re
shall be issued for adjusting ti
CONTRACT TIME or both to comp
attributable to the stoppage of th
18.6 If the performance of all or any
delayed, or interrupted as a re!
ENGINEER to act within a reaso
CONTRACT PRICE or an extension of
made by CHANGE ORDER to compensat
delays necessarily caused by the f
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ive been so terminated by the OWNER,
any right of the OWNER against the
ich may thereafter accrue. Any
e OWNER due the CONTRACTOR will not
ONTRACT DOCUMENTS.
ery of a WRITTEN NOTICE to the
WNER may, without cause and without
emedy, elect to abandon the PROJECT
;h case the CONTRACTOR shall be paid
expense sustained plus reasonable
e CONTRACTOR, the WORK is suspended
(90) days by the OWNER or under an
hority, or the ENGINEER fails to act
iin thirty (30) days after it is
)ay the CONTRACTOR substantially the
warded by arbitrators within thirty
sentation, then the CONTRACTOR may,
Df a WRITTEN NOTICE to the OWNER and
C and recover from the OWNER payment
uses sustained. In addition and in
if the ENGINEER has failed to act on
INER has failed to make any payment
pon ten (10) days written notice to
ie WORK until paid all amounts then
umption of. the WORK CHANGE ORDERS
e CONTRACT PRICE or extending the
!nsate for the costs and delays
WORK.
portion of the WORK is suspended,
ult of a failure of the OWNER or
;.able time, an adjustment in the
:he CONTRACT TIME, or both, shall be
e the CONTRACTOR for the costs and
iilure of the OWNER or ENGINEER.
al
f
rejected WORK within ten (10) days after receipt of WRITTEN NOTICE,
the OWNER may remove such WORK and store the materials at the expense
of the CONTRACTOR.
17. SUBSURFACE CONDITIONS r
17.1 The CONTRACTOR shall promptly, and before such conditions are 1
disturbed, except in the event of any emergency, notify the OWNER by
WRITTEN NOTICE of:
17.1.1 Subsurface or latent physical conditions at the site differing
materially from those indicated in the CONTRACT DOCUMENTS; or
17.1.2 Unknown physical conditions at the site, of an unusual nature, '
differing materially from those ordinarily encountered and generally
recognized as inherent in WORK of the character provided for in the
CONTRACT DOCUMENTS.
17.2 The OWNER shall promptly investigate the conditions, and if it found
that such conditions do so materially differ and cause an increase or
decrease in the cost of, or in the time required for, performance of
the WORK, an equitable adjustment shall be made and the CONTRACT
DOCUMENTS shall be modified by a CHANGE ORDER. Any claim of the
CONTRACTOR for adjustment hereunder shall not be allowed unless the
required WRITTEN NOTICE has been given; provided that the OWNER may,
if the OWNER determines the facts so justify, consider and adjust any
such claims asserted before the date of final payment.
18. SUSPENSION OF WORK, TERMINATION, AND DELAY
18.1 The OWNER may suspend the WORK or any portion thereof for a period of
not more than ninety days or such further time as agreed upon by the
CONTRACTOR, by WRITTEN NOTICE to the CONTRACTOR and the ENGINEER which
shall fix the date on which WORK shall be resumed. The CONTRACTOR
will resume that WORK on the date so fixed. The CONTRACTOR will be
allowed an increase in the CONTRACT PRICE or an extension of the
CONTRACT TIME, or both, directly attributable to any suspension.
18.2 If the CONTRACTOR is adjudged a bankrupt or insolvent, or makes a
general assignment for the benefit of its creditors, or if a trustee
or receiver is appointed for the CONTRACTOR or for any of its
property, or if CONTRACTOR files a petition to take advantage of any
debtor's act, or to reorganize under the bankruptcy or applicable
laws, or repeatedly fails to supply sufficient skilled workmen or
suitable materials or equipment, or repeatedly fails to make prompt
payments to SUBCONTRACTOR or for labor, materials or equipment or
disregards laws, ordinances, rules, regulations or orders of any
public body having jurisdiction of the WORK or disregards the
authority of the ENGINEER, or otherwise violates any provision of the
CONTRACT DOCUMENTS, then the OWNER may, without prejudice to any other
right or remedy and after giving the CONTRACTOR and its surety a
minimum of ten (10) days from delivery of a WRITTEN NOTICE, terminate
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19.5 Upon completion and acceptance of
certificate attached to the fina
been accepted under the:conditic
entire balance found to be 'due tk
percentages, but except such sum:
OWNER, shall be paid to the CO]
completion and acceptance of the
19.6 The CONTRACTOR will indemnify and
harmless from all claims grow
SUBCONTRACTORS, laborers, work
furnishers of machinery and part:
supplies, incurred in the further
The CONTRACTOR shall, at the OW
evidence that all obligations of
paid, discharged, or waived. If
OWNER may, after having notifiec
bills or withhold from the CONTRj
money deemed reasonably sufficie
claims until satisfactory evident
have been fully discharged wheret
be resumed in accordance with the
in no event shall the provision
impose any obligations upon the
CONTRACTOR'S Surety, or any thirc
of the CONTRACTOR, any payment
considered as a payment made unde:
to the CONTRACTOR •and the OWNER s
for any such payments made in gooc
19.7 If the OWNER fails to make paymen
the ENGINEER, in addition to
CONTRACTOR, there shall be added
maximum legal rate commencing on
due and continuing until the paymc
20. ACCEPTANCE OF FINAL PAYMENT AS
20.1 The acceptance by the CONTRACTOR
operate as a release to the OWNEF
the CONTRACTOR other than cla:
specifically expected by the C
furnished in connection with this
of the Owner and other related
payment, however, final or otherw:
or its sureties from any obligat:
the Performance and Payment BONDS.
21. INSURANCE
the WORK, the ENGINEER shall issue a
payment request that the WORK has
cst;of the CONTRACT DOCUMENTS. The
CONTRACTOR, including the retained
as may
be lawfully retained
by
the
FRACTOR
within thirty (30)
days
of
save the OWNER or the OWNER'S agents
ng out of the lawful demand of
ten, mechanics, materialmen, and
.thereof, equipment, tools, and all
ante of the performance of the WORK.
VER'S request, furnish satisfactory
he nature designated above have been
the CONTRACTOR fails to do so the
the CONTRACTOR, either pay unpaid
CTOR'S unpaid compensation a sum of
zt to pay any and all such lawful
e is furnished that all liabilities
pon payment to the CONTRACTOR shall
terms of the CONTRACT DOCUMENTS, but
of this sentence be construed to
)WNER to either the CONTRACTOR, the
party. In paying any unpaid bills
so made by the OWNER shall be
the CONTRACT DOCUMENTS by the OWNER
call not be liable to the CONTRACTOR
faith.
thirty (30) days after approval by
other remedies available to the
:o each such payment interest at the
the first day after said payment is
nt is received by the CONTRACTOR.
SE
of final payment shall be and shall
of all claims and all liability to
ms in stated amounts as may be
)NTRACTOR for all things done or
WORK and for every act and neglect
to arising out of this WORK. Any
se, shall not release the CONTRACTOR
ons under the CONTRACT DOCUMENTS or
21.1 The CONTRACTOR shall purchase and maintain such insurance as will
protect it from claims set forth bellow which may arise out of, or
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• 19. PAYMENT TO CONTRACTOR
19.1 At least ten (10) days before each progress payment falls due (but not [
more often than once a month), the CONTRACTOR will submit to the
ENGINEER a partial payment estimate filled out and signed by the
CONTRACTOR covering the WORK performed during the period covered by
the partial payment estimated and supported by such data as the
ENGINEER may reasonably require. If payment is requested on the basis
of materials and equipment not incorporated in the WORK but delivered
and suitably stored at or near the site, the partial payment estimate
shall also be accompanied by such supporting data, satisfactory to the
OWNER, as will establish the OWNER'S title to the material and
equipment and protect the OWNER'S interest therein, including
applicable insurance. The ENGINEER will, within ten (10) days after
receipt of each partial payment estimate, either indicate in writing
approval of payment, and present the partial payment estimate to the
OWNER, or return the partial payment estimate to the CONTRACTOR
indicating in writing the reasons for refusing to approve payment. In
the latter case, the CONTRACTOR may make the necessary corrections an
resubmit the partial payment estimate. The OWNER will, within ten
(10) days of presentation of an approved partial payment estimate, pay
the CONTRACTOR a progress payment on the basis of the approved partial
payment estimate less the retainage. The retainage shall be an amount
equal to 10% of said estimate until 50% of the work has been
completed. At 50% completion, further partial payments shall be made
in full to the CONTRACTOR and no additional amounts may be retained
unless the ENGINEER certified that the job is not proceeding
satisfactorily, but amounts previously retained shall not be paid to
the CONTRACTOR. When the WORK has been substantially completed except
for WORK which cannot be completed because of weather conditions, lack
of materials, or other reasons which in the judgement of the OWNER are
valid reasons for noncompletion, the OWNER may make additional
payments, retaining at all time an amount sufficient to cover the
estimated cost of the WORK still to be completed.
19.2 The request for payment may also include an allowance for the cost of
such major materials and equipment which are suitably stored either at
or near the site.
19.3 Prior to SUBSTANTIAL COMPLETION, the OWNER, with the approval of the
ENGINEER and with the concurrence of the CONTRACTOR, may use any
completed or substantially completed portions of the WORK. Such use
shall not constitute an acceptance of such portions of the WORK.
19.4 The OWNER shall have the right to enter the premises for the purpose
of doing work not covered by the CONTRACT DOCUMENTS. This provision
shall not be construed as relieving the CONTRACTOR of the sole
responsibility for the care and protection of the WORK, or the
restoration of any damaged WCRK except such as may be caused by agents
or employees of the OWNER.
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i
value thereof for the benefit of the OWNER, the CONTRACTOR, and
SUBCONTRACTORS as their interest may appear. This provision shall in
no way release the CONTRACTOR or CONTRACTOR'S surety from obligations
under the CONTRACT DOCUMENTS to fully complete the PROJECT.
21.4 The CONTRACTOR shall procure and maintain, at the CONTRACTOR'S own
expense, during the CONTRACT TIME, in accordance with the provisions
of the laws of the state in which the WORK is performed, Workmen's
Compensation Insurance, including occupational disease provisions, for
all of the CONTRACTOR'S employees at the site of the PROJECT and in
case any WORK is sublet, the CONTRACTOR shall require such
SUBCONTRACTOR similarly to provide Workmen's Compensation Insurance,
including occupational disease provisions for all of the latter's
employees unless such employees are covered by the protection afforded
by the CONTRACTOR. In case any class of employees engaged in
hazardous work under this contract at the site of the PROJECT is not
protected under Workmen's Compensation statue, the CONTRACTOR shall
provide, and shall cause each SUBCONTRACTOR to provide, adequate and
suitable insurance for the protection of its employees not otherwise
protected.
21.5 The CONTRACTOR shall secure, if ai
Insurance for WORK to be performed
the OWNER, the amount of such in
CONTRACT PRICE totaled in the BII
than the losses due to fire, exp
malicious mischief, wind, collaps
the CONTRACT TIME, and until the
policy shall name as the insured t
22
22.1
CONTRACT SECURITY
The CONTRACTOR shall within ten
written NOTICE OF AWARD furnish tt
a payment BOND in penal sums eq
PRICE, conditioned upon the per:
undertakings, covenants, terms,
CONTRACT DOCUMENTS, and upon the
all persons supplying labor and r
WORK provided by the CONTRACT DOCU
by the CONTRACTOR and a corporate
such business in the state in whi
named on the current list of "Sin
Bonds" as published in the Treasi
The expense of these BONDS shall
time a surety on any such BOND i
right to do business in the. state
or is removed from the list of "Su
Bonds", the CONTRACTOR shall with
the OWNER to do so, substitute an
form and sum and signed by such of
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plicable, "all Risk' type Builder's
Unless specifically authorized by
;urance shall not be less than the
The policy shall cover not less
.osion, hail, lightning, vandalism,
riot, aircraft, and smoke during
IORK is accepted by the OWNER. The
to CONTRACTOR, and the OWNER.
(10) days after the receipt of a
e OWNER with a Performance BOND and
ial to the amount of the CONTRACT
ormance by the CONTRACTOR of all
conditions and agreements of the
3rompt payment by the CONTRACTOR to
aterials in the prosecution of the
TENTS. Such BONDS shall be executed
)onding company licensed to transact
oh the WORK is to be performed and
ety Companies Acceptable on Federal
ry Department Circular Number 570.
ie borne by the CONTRACTOR. If any
5 declared a bankrupt or loses its
.n which the WORK is to be performed
..ety Companies Acceptable on Federal
In -ten (10) days after notice from
acceptable BOND (or BONDS) in such
ier surety or sureties as may be
LI
El
result from, the CONTRACTOR'S execution of the WORK, whether such
execution by the CONTRACTOR, any SUBCONTRACTOR, or by anyone directly
or indirectly employed by any of them, or by anyone for whose acts any
of them may be liable.
21.1.1 Claims under workmen's compensation, disability benefit and other
similar employee benefit acts;
21.1.2 Claims for damages because of bodily injury, occupational sickness
or disease, or death of employees;
21.1.3 Claims for damages because of bodily injury, sickness or disease, or
death of any person other than employees;
21.1.4 Claims for damages insured by usual personal injury liability
coverage which are sustained (1) by any person as a result of an
offense directly or indirectly related to the employment of such
person by the CONTRACTOR, or (2) by any other person; and
21.1.5 Claims for damages because of injury to or destruction of tangible
property, including loss of use resulting therefrom.
21.2 Certificates of Insurance acceptable to the OWNER shall be filed with I
the OWNER prior to commencement of the WORK. These Certificates shall
contain a provision that coverages afforded under the policies will
not be cancelled unless at least fifteen (15) days prior WRITTEN I1
NOTICE has been given to the OWNER.
21.3 The CONTRACTOR
expense during
specified:
shall procure and maintain, at the CONTRACTOR'S own
the CONTRACT TIME, liability insurance as hereinafter
21,3.1 CONTRACTOR'S General Public Liability and Property Damage Insurance
including vehicle coverage issued to the CONTRACTOR and protecting the
CONTRACTOR from all claims for personal injury, including death, and
all claims for destruction of or damage to property, arising out of or
in connection with any operations under the CONTRACT DOCUMENTS,
whether such operations be by the CONTRACTOR or by any SUBCONTRACTOR
employed by the CONTRACTOR or anyone directly or indirectly employed
by the CONTRACTOR or by a SUBCONTRACTOR employed by the CONTRACTOR.
Insurance shall be written with a limit of liability of not less than
5500,000.00 for all damages arising out of bodily injury, including
death, at any time resulting therefrom, sustained by any one person in
any one accident; and a limit of liability of not less than S500,000
aggregate for any such damages sustained by two or more persons in any
one accident. Insurance shall be written with a limit of liability of
not less the S200,000,00 for all property damage sustained by two or
more persons in any one accident.
21,3.2 The CONTRACTOR
shall acquire
and
maintain,
if applicable, Fire and
Extended Coverage
insurance upon
the
PROJECT
to the full insurable
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25.2 The OWNER may perform additional
OWNER may let other contracts con
The CONTRACTOR will afford the o
such Contracts (or the OWNER if tl
WORK) reasonable opportunity fo
materials and equipment and the e
connect and coordinate the WORK w:
25.3 If the performance of additional
is not noted in the CONTRACT DOC
CONTRACT, written notice thereo
- prior to starting any such ad
believes that the performance of
other involves in it. additional e
of the CONTRACT TIME, the CONT:
provided in Section 14 and 15.
26. SUBCONTRACTING
WORK related to the PROJECT or the
raining provisions similar to these.
:her CONTRACTORS who are parties to
e OWNER if performing the additional
the introduction and storage of
cecution of WORK, and shall properly
th others.
ORK by other CONTRACTOR or the OWNER
MENTS prior to the execution of the
shall be given to the CONTRACTOR
itional WORK. If the CONTRACTOR
such additional WORK by the OWNER or
pense or entitles it to an extension
kCTOR may make a claim thereof as
26.1 The CONTRACTOR may utilize the services of specialty SUBCONTRACTS on
those parts of the WORK which, under normal contracting practices, are
performed by specialty SUBCONTRACTLORS.
26.2 The CONTRACTOR shall not award -WORK to SUBCONTRACTOR(S), in excess of
fifty (50%) percent of the CONTRACT PRICE, without prior written
approval of the OWNER.
26.3 The CONTRACTOR shall be fully responsible to the OWNER for the acts
and omissions of its SUBCONTRACTORS, and of persons either directly or
indirectly employed by the, as the CONTRACTOR is for the acts and
omissions of persons directly employed by it.
26.4 The CONTRACTOR shall cause appro
all subcontracts relative to the
CONTRACTOR by the terms of t
applicable to the WORK of SUBCON'.
same power as regards terminatinc
exercise over the CONTRACTOR un
DOCUMENTS.
26.5 Nothing containing in this CON
relation between any SUBCONTRACTO
27. ENGINEER'S AUTHORITY
27.1 The ENGINEER shall, act as the
construction period, shall decid
quality and acceptability of mat(
and shall interpret the intent of
unbiased manner. The ENGINEER.
determine if the WORK is proceed
DOCUMENTS.
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riate provisions to be inserted in
WORK to bind SUBCONTRACTORS to the
e CONTRACT DOCUMENTS insofar as
2ACTORS and give the CONTRACTOR the
any subcontract that the owner may
Ler any provision of the CONTRACT
ACT shall create any contractual
and the OWNER.
OWNER'S representative during the
questions which may arise as to
rials furnished and WORK performed,
the CONTRACT DOCUMENTS in a fair and
will make visits to the site and
ng in accordance with the CONTRACT
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satisfactory to as may be satisfactory to the OWNER. The premiums on
such BOND shall be paid by the CONTRACTOR. No further payment shall
be deemed due nor shall be made until the new surety or sureties shall
have furnished an acceptable BOND to the OWNER.
23. ASSIGNMENTS
23.1 Neither the CONTRACTOR nor the OWNER shall sell, transfer, assign, or
otherwise dispose of the CONTRACT or any portion thereof, or of any
right, title or interest therein, or any obligation thereunder,
without written consent of the other party.
24. INDEMNIFICATION
24.1 The CONTRACTOR will indemnify and hold harmless the OWNER and the
ENGINEER and their agents and employees from and against all claims,
damages, losses and expenses including attorney's fees arising out of
or resulting from the performance of the WORK, provided that any such
claims, damage, loss or expense is attributable to bodily injury,
sickness, disease or death, or to injury to or destruction of tangible
property including the loss of use resulting therefrom; and is caused
in whole or in part by any negligent or willful act or omission of the
CONTRACTOR, and SUBCONTRACTOR, anyone directly or indirectly employed
by any of them or anyone for whose acts any of them may be liable.
24.2 In any and all claims against the OWNER or 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 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 benefits
acts.
24.3 The obligation of the CONTRACTOR under this paragraph shall not exceed
to the liability of the ENGINEER, its agents or employees arising out
of the preparation or approval of maps, DRAWINGS, opinions, reports,
surveys, CHANGE ORDERS, designs or SPECIFICATIONS.
25. SEPARATE CONTRACTS
25.1 The OWNER reserves the right to let other contracts in connection with
this PROJECT. 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 the WORK with theirs. If the proper execution or
results of any part of the CONTRACTOR -'S WORK depends upon the WORK of
any other CONTRACTOR, the CONTRACTOR shall inspect and promptly report
to the ENGINEER any defects in such WORK that render it unsuitable for
such proper execution and results.
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be specifically enforceable under the prevailing arbitration law. The
award rendered by the arbitrators shall be final, and judgment may be
entered upon it in any court having jurisdiction thereof.
30.2 Notice of the demand for arbitration shall be filed in writing with
the owner party to the CONTRACT DOCUMENTS and with the American
Arbitration Association, and a copy shall be filed with ENGINEER.
Demand for arbitration shall inP no event be made on any claim,
dispute, or other matter in question which would be barred by the
applicable statute of limitations.
i
30.3 The CONTRACTOR will carry on the WORK and maintain the progress
schedule during any arbitration proceedings, unless otherwise mutually
agreed in writing.
31. TAXES
31.1 The CONTRACTOR will pay all sales, consumer, use, and other similar
taxes required by the laws of the place where the WORK is performed.
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27.2 the CONTRACTOR will be held strictly to the intent of the CONTRACT
DOCUMENTS in regard to the quality of materials, workmanship, and
execution of the WORK. Inspections may be at the factory or
fabrication plant of the source of material supply.
27.3 The ENGINEER will not be responsible for the construction means,
controls, techniques, sequences, procedures, or construction safety.
27.4 The ENGINEER shall promptly make decisions relative to interpretation
of the CONTRACT DOCUMENTS.
28. LAND AND RIGHTS -OF -WAY
28.1 Prior to issuance of NOTICE TO PROCEED, the OWNER shall obtain all
land and rights -of -way necessary for carrying out and for the
completion of the WORK to be performed pursuant to the CONTRACT
DOCUMENTS, unless otherwise mutually agreed.
28.2 The OWNER shall provide to the CONTRACTOR information which delineates ( I
and describes the lands owned and rights -of -way acquired.
28.3 The CONTRACTOR shall provide at its own expense and without liability
to the OWNER any additional land and access thereto that the
CONTRACTOR may desire for temporary construction facilities, or for
storage of materials.
29. GUARANTEE
29.1 The CONTRACTOR shall guarantee all materials and equipment furnished [
and WORK performed for a period of one (1) year from the date of
SUBSTANTIAL COMPLETION. The CONTRACTOR warrants and guarantees for a
period of one (1) year from the date of SUBSTANTIAL COMPLETION of the
system that the completed system is free from all defects due to
faulty materials or workmanship and the CONTRACTOR shall promptly make
such corrections as may be! necessary by reason of such defects
including the repairs of the damage of other parts of the system
resulting from such defects. The OWNER will give notice of observed
defects with reasonable promptness. In the event that the CONTRACTOR
should fail to make such repairs, adjustments, or other WORK that may
be made necessary by such defects, the OWNER may do so and charge the
CONTRACTOR the cost thereby incurred. The Performance BOND shall
remain in full force and effect through the guarantee period.
30. ARBITRATION
30.1 All claims, disputes, and other matters in question arising out of, or
relating to, the CONTRACT DOCUMENTS or the breach thereof, except for
claims which have been waived by the making an acceptance of final
payment as provided by Section 20, shall be decided by arbitration in
accordance with the Construction Industry Arbitration Rules of the
American Arbitration Association. This agreement to arbitrate shall
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I B. Confinement of Operations
All construction operations by the Contractor shall be confined
to public rights -of -way or easements secured by the Owner for this work.
No equipment moving, parking, material storage, etc., shall be permitted on
private property without the property owner's consent in writing.
C. Backfillinq and Cleanup
The Contractor will provide for backfilling and cleanup as
r close behind the pipe -laying operation as possible, and only at the
direction of the Engineer will more than two hundred fifty (250) feet of
pipe be exposed in open trench. All structures disturbed as a result of
trenching, laying, or other operation connection with the work under this
contract shall be restored.
SC -04. SEQUENCE OF THE WORK
The work shall be carried on as desired by the Contractor, subject
to the Approval of the Engineer and Own1er. Immediately after execution and
delivery of the contract, and before thee first partial payment is made, the
{ Contractor shall deliver to the Engineer an estimated construction progress
schedule in form satisfactory to the Engineer, showing the proposed dates
of commencement and completion of each of the various subdivisions of work
required under the Contract Documents.
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SC -05. MAINTENANCE OF TRAFFIC
Unless otherwise provided, the
shall be kept open to all traffic by t
Engineer and Owner, the Contractor m.
detour route. The Contractor shall ke
used by public traffic, whether it is
condition that will permit the safe, c
all times. When approved by the Engi
work restricts or prohibits two -was
maintained by the use of flagmen or t
shall also provide and maintain in a sa
crossings and intersection with trails,
lots, residences, garages, and farms
expense of maintaining traffic oven
improvement and of constructing and mai
intersections, and other features ac
compensation.
SC -06. LIMITATION OF OPERATIONS
The Contractor shall conduct Ii
and in such sequence as will assure the
He shall have due regard to the locat:
for handling traffic. He shall not
detriment of work already started. The
to finish a section on which work is i
any additional sections if the openi
public convenience.
SC -
road while undergoing improvements
e Contractor. When approved by the
y bypass traffic over an approved
�p the portion of the project being
through or local traffic, in such
ntinuous flow of two-way traffic at
.eer, areas where the nature of the
flow, one-way operation may be
.med signalization. The Contractor
.e condition temporary approaches or
roads, streets, businesses, parking
The Contractor shall bear all
the section of road undergoing
staining such approaches, crossings,
may be necessary without direct
work at all times in such a manner
least interference with traffic.
n of detours and to the provisions
open up work to the prejudice or
Engineer may require the Contractor
progress before work is started on
I of such section is essential to
SPECIAL CONDITIONS
DESCRIPTION OF WORK
SC -01. SCOPE
The purpose and intent of these specifications and the accompanying
drawings is to provide for the furnishing of all materials, equipment,
transportation, tools, labor, etc., and all other services necessary for
the prosecution and completion of the work to construct and place in
operation SANITARY SEWER COLLECTION MAINS and Community Service Lines in
accordance to the Plans and ,Specifications. The SANITARY SEWER
REHABILITATION PROJECT is to replace worn or malfunctioning collection
systems at several different sites, to reconnect the existing service
laterals to the new main, and to take out of operation the worn or
malfunctioning main.
SC -02. DRAWINGS
Drawings, also referred to as the plans, which pertain to the work
accompanying these specifications consist of the following:
SHEET NUMBER DESCRIPTION
Cover Sheet
Index to Sheets
1-7
Plans
8-10
Profiles
11
Details
SC -03. SPECIAL CONSTRUCTION CONDITIONS
Due to the location of the work, special provisions must be made to
minimize the inconvenience to owners of adjacent property and to allow for
the flow of the traffic and access to homes, and/or business the time of
construction. The Contractor shall adhere to the following conditions:
A. Materials
The Contractor shall make arrangements at his own expense for
the unloading and storing of materials at an approved location until needed
for/during installation. The quantity of pipe strung trenchside in advance
of laying pipe shall at no time exceed ten (10) times the Contractor's
daily laying rate as determined by the Engineer. Under no circumstances
will pipe placed on the jobsite obstruct driveways or streets or be placed
with three (3) feet of the pavement of streets or highways. The Contractor
shall provide and maintain approved barricades, warning lights, and guards
necessary, as required by any and all applicable regulations for the
protection of the public. He will coordinate the work with the Department
of Transportation where State roads are involved.
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SC -12. EASEMENTS ON PRIVATE PROPERTY
The necessary permanent an
construction will be provided by the Ow.
The Contractor shall be respo
outside of the boundaries of the eas
settlement for the damage directly wit
involved, as their interests may requir
If it is necessary or desirable
land outside of the Owner's easements,
from and shall execute a written agree
the land. Each owner and tenant of the
shall be notified by the Contractor no
such occupation.
temporary easements for the
er.
sible for all damage to property
ments and shall make satisfactory
i the property owner and/or tenant
that the Contractor use or occupy
the Contractor shall obtain consent
went with, the owner and tenant of
land or other property so occupied
less than five (5) days prior to
SC -13. REMOVAL AND DISPOSAL OF STRUCTURES
The work shall consist of the removal and satisfactory disposal of
curb and curb and gutter; Portland cement or asphaltic concrete driveways,
parking areas, sidewalks and steps, and concrete pavement; existing fence,
retaining walls, manholes, catch basins and underground storage tanks; all
of which are not designated or permitted to remain and are not designated
to be removed and disposed of under other sections of the specifications.
Salvaged materials will become the property of the Contractor.
All surface items such as curb or curb and gutter, driveways,
parking areas, walks, steps, pavement and walls shall be separated or
broken away from the adjacent part of the structure designated to remain in
place by a vertical cut along the line designated by the Engineer. The
edge of the Structure left in place shall be approximately vertical with no
abrupt changes in alignment. Any damage or removal of the structure
designated to remain in place shall be repaired or replaced by the
Contractor at his expense.
The method of measurement of each item will be in accordance with
the units of measure hereinafter specified or as shown on the plans. If
there is no contract unit price provided in the Proposal Form for a
particular item of work, it shall 1e considered subsidiary to other
contract items.
-SC-14. FENCE MOVED AND RECONSTRUCTED
This item shall consist of mo
where shown on the plans or designated
covers all types of fence moving and
concrete. Posts and wire that are not
replaced by new material of equal or be
the material replaced. Where posts are
reconstructed in the same manner. Rel
furnished by the Contractor and shall b
SC -15. REMOVAL AND
All signs,
limits shall be rem
the Owner so as not
shall be furnished
locations.
ing and replacing existing fences,
)y the Engineer. This specification
replacement, other than masonry or
in a condition to be moved shall be
:ter quality of the type and size of
set in concrete, the fence shall be
lacement material required shall be
satisfactory to the Engineer.
REPLACEMENT OF SIGNS-., MAILB(
mailboxes, etc, which are
Dved and replaced behind the
to interfere with the work.
for mailboxes that, cannot
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)XES, ETC.
in the street construction
proposed curb and gutter by
Temporary movable supports
be placed in their final
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SC -07. UTILITY SERVICES
Throughout the area to be improved there are located utility
services, some of which may require possible relocation, it shall be the
Contractor's responsibility to assist the owners of the various utilities
in the locating of water mains and service lines and meters, gas mains and
service lines and meters, and telephone and power lines that may require
relocation. If in the opinion of the utility owner any of these facilities
need relocation, then the relocation of same will be done by the owner of
the utility. The Contractor shall cooperate with the owners of the various
utilities during the relocation of facilities so that the owners of the
utilities will have adequate time and working room to relocate the
facilities. The Contractor will be responsible for the repairs or cost of
repairs to any and all types of utility improvements that may be damaged by
the Contractor's actions.
SC -08. VERIFICATION OF CONDITIONS
Data concerning surface features, present obstructions on or near
the construction site, and locations of pipes, wires, etc. has been
obtained from sources the Engineer believes reliable, but accuracy of such
data is not guaranteed and is furnished solely for the accommodation of the
Contractor. Use of such data is made at the Contractor's risk and no
additional allowance will be granted because of the Contractor's lack of
knowledge of existing conditions. The Contractor shall be responsible for
the verification of all measurements shown on the drawings and/or the new
construction on the premises.
SC -09. FIELD OFFICE AND SANITARY FACILITIES
The Contractor will not be required to maintain a field office for
himself or the Engineer, however, the Contractor or the person authorized
to represent him, shall have available at all time copies of the Contract
Documents.
SC -10. EMERGENCY WORK
The Contractor shall have an authorized representative available
during all periods, day or night, when normal work operations are not in
progress, who will be responsible for any emergency repairs due to
settlement, barricades, lights, etc. The Contractor shall provide the
name, address, and telephone number of this authorized representative in
writing to the Engineer and the city of Fayetteville Water and Sewer
Department prior to beginning any work on the project.
SC -11. PAVEMENT REMOVAL AND REPLACEMENT
Where surfaced streets,
walks, drives,
or parking areas
are cut,
removed, or damaged in the execution of the
work, the Contractor shall
replace all pavements or other
surfacings so
removed or damaged
to their
original, or better, state and
condition•, -to the satisfaction and
approval
of the Engineer.
SC -3
SPECIAL INSTRUCTIONS
1
WATER - The Contractor shall fur
required in connection with the
Contractor shall furnish all fa(
and storing the water required b,
temporary drinking water facilit
employees. These facilities shal
Health requirements and subject ti
I 2. WATCHMEN AND FLAGMEN - The Cont
start of the work to the comple
and maintain efficient watchmen
materials, tools, workmen, etc
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working hours.
3. REMOVAL OF UTILITIES - Tempos
removed promptly after their use
4. STORAGE AND USE OF PREMISES - 1'
insure the preservation of their
When considered necessary, they s
covered, or stored in a suitable
located so as to facilitate prompt
5. EXPLOSIVES AND BLASTING - Explosi
a suitable and acceptable charac
and the storage of same shall be
the City ordinances. The magazi
as to be secure from theft and k
in possession of the Contractor
shall be stored in the common t
feet of the nearest point of
equipment shall be used for thawi
be done within two hundred (2
building.
All blasting operations shall be
adequate means shall be taken to
or persons. When working near dw
suitable covering of heavy timbe
of rock.
6. LOCATIONS - The locations
approximate and are for
shall be determined by the
the time actual work is
conditions. The Engineer
of intersection as need(
construction staking.
Lish, at his own expense, all water
construction of this project. The
ilities for securing, transporting,
him. The Contractor shall provide
Les for the convenient use of his
be in accordance with the Board of
the Engineer's approval.
:or shall, at all times from the
t and acceptance of same, furnish
fully protect the premises, work,
during working hours and after
r utilities of all kinds shall be
as been discontinued.
aterials shall be stored so as to
quality and fitness for the work.
tall be placed on wood platforms and
)uilding. Stored materials shall be
inspection.
es required for blasting shall be of
er and the quantity kept on the job
n accordance with the State laws and
a or locker shall be so constructed
pt locked at all times with the key
n foreman. No explosives or caps
of box or within two hundred (200)
blasting. Proper appliances and
g frozen dynamite and this shall not
0) feet of work or any occupied
:onducted with the greatest care and
>revent damage or injury to property
llings, the Contractor shall provide
s to prevent the throwing of pieces
of pipe lines as shown on the drawings are
general information only. Exact locations
contractor and Engineer's representative at
started after due consideration of local
shall provide location of horizontal points
d. The contractor shall provide actual
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SC -16. UNDERCUTS ■
If unstable or unacceptable material in encountered during the
preparation of the subgrade, the designated grade will be undercut as
directed by the Engineer and suitable material placed in the undercut area.
If suitable material does not exist on the site, then borrow or SB-2 base
material may be directed to be placed in the undercut area by the Engineer. I
SC-17. MANHOLES AND VALVE BOXES ADJUSTED TO GRADE
The Contractor shall adjust the top elevation of existing manholes
and valve boxes to coincide with the finished grade as established after
the placement of the asphalt concrete hot mix overlay.
SC -18. CONSTRUCTION STAKES
Any stakes removed, destroyed, or lost by and through fault of the
Contractor or any of his agents, employees, or subcontractors shall be
replaced by the Engineer upon request of the Contractor at the expense of
the Contractor.
SC -19. CLEANUP
All work within the construction area shall be cleaned up to the
satisfaction of the Owner and the Engineer. In general, all rocks, trash
or rubbish or any nature shall be removed from the site of the work. The
new streets shall be swept clean of mud, dirt, and other materials.
Special attention shall be given to the cleanup, smooth grading of
the areas behind the curbing and sidewalks, and replacing driveways to fit
the new pavement grades.
SC -20. FINAL INSPECTION AND PAYMENT
Upon completion of the work, a Final Partial Payment Estimate will
be prepared and approved for final payment after a final inspection of the
work has been made. This inspection shall be made by the Engineer and the
Contractor or Owner of the principal owners of the contracting firm. The
final acceptance of the job and the payment to the Contractor in full will
not reduce the continuing responsibility of the Contractor as set out in
these specifications.
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SECTION 11
MANHOLE AND VALVE BOX REGRADING
Ear. I -
11-01. RE -USE OF MANHOLE RINGS AND COVERS AND VALVE BOXES: The Contractor
shall clean and re -use the existing manhole rings and covers and valve box
frames, pipes, and covers. Manhole rings and covers and valve box frames, pipes,
and covers damaged during raising and lowering or during construction shall be
replaced by the contractor at Contractor's expense.
11-02. MANHOLE REGRADING: The ring a
flush with the finished surface of the p
Brick for manhole work shall conform to
from Clay or Shale)", Grade SA. Concret
Designation C139, "Concrete Masonry Unit
Manholes". Mortar shall be one part of
lime allowed as an additional ingredient
a. Raisinq of. Sewer Manholes:
enough so that one brick course can be u
strength of 3,000 psi, or concrete with
pressive strength, shall be used. After
leveling is performed and the manhole fr
finished surface, a 12 -inch wide concret
as shown on the drawings shall be provid
the finished surface of the concrete col
Concrete shall attain a strength of 3,00
use of an approved curing compound. Bit
collar installation. Surface course sha
crete collar plus a curing time of 24 ho
d cover shall be brought to a level
vement by adjusting either up or down.
STM Designation 032, "Sewer Brick (made
masonry units shall conform to ASTM
for Construction of Catch Basins and
ement to two parts of fine sand with
up to 25% volume of the cement.
If ring and cover is not to be raised
ed, then grout with a 28 -day compressive
small size aggregate and the same corn -
the brick coursing, grout or concrete
me is to an elevation to match the
collar with vertical sides to the cone
d around the outside of the frame, with
ar one inch below the finished surface.
psi at 28 days and shall be cured by
urinous base course shall be cut for
1 not be laid until completion of con-
rs.
If ring and cover are to be raised 12 inches or more, the manhole cone shall be
removed, the adjustment made in the barrel, and the manhole cone rebuilt. A 3/4
inch Portland cement mortar (plaster) surface shall be applied on the inside and
outside of the rebuilt surfaces, and shall be applied to existing adjacent surfaces
where damaged. A concrete collar shall be constructed as described above.
b. Lowerinq of Sewer Manholes:
other than a slight adjustment, the cone
up in the barrel, and the cone re -built.
surface shall be applied on the inside ar
shall be applied to existing adjacent sur
If a slight adjustment is to be made, a
courses may be made without disturbing
structed as described above.
c. Backfill: In the areas of
hand tamping backfill shall be used. On
taken at each valve box and manhole and
Modified Proctor.
If a sewer manhole is to be lowered,
shall be removed, the adjustment taken
A 3/4" Portland cement mortar (plaster)
d outside of the rebuilt surfaces and
faces where damaged.
ering of as much as the two brick
cone. A concrete collar shall be con-
anholes and valve boxes special care in
compaction test as a minimum shall be
e compaction shall be 95% of AASHO T180,
11-03. VALVE BOX REGRADING: Valve boxes shall be adjusted to the level of the
finished street. All valve boxes shall be regraded in accordance with city standards.
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7. FIGURED DIMENSIONS - Figured Dimensions given in the Plans take
precedent over scaled measurements and shall be accurately followed. !■
The Contractor shall verify such dimensions and be responsible for the
correctness of same. Where dimensions are not figured, no work shall
be performed until instructions are obtained from the Engineer as to
dimensions to be used. Large scale and full size drawings shall be
followed in preference to small scale drawings. No extra charge or
compensation will be allowed on account of differences between figured
dimensions and scaled measurements indicated in the Plans.
8. USE OF COMPLETED WORK PRIOR TO FINAL ACCEPTANCE - The Owner shall have f
the right to take possession of and use any completed or partially
completed portions of the work, notwithstanding that the time for
completing the entire work or such portions may not have expired; but
such taking possession and use shall not be deemed as acceptance of
any work not completed in accordance with contract documents. If such
prior use increases the cost of or delays the completion of
uncompleted work or causes refinishing of completed work the
Contractor shall be entitled to such extra compensation, or extension
of time, or both, as the Engineer may determine.
When such possession and use is deemed necessary by the Owner, written
notice shall be given the Contractor ten (10) days prior to such
action by the Owner, subject to the approval of the Engineer.
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SECTION 12
7
EXCAVATION, TRENCHING, AND OACKFILLING FOR UTILITIES
12-01. GENERAL: The work covered by this section of the specifications
consists in trenching and backfilling for sanitary sewer, storm drain, and
water lines..
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¢ 12-02. EQUIPMENT: All equipment, tools, and machines used in the per-
formance of the work covered by this section of the specifications shall be
subject to the approval of the Engineer, and shall be maintained in a
satisfactory working condition at all times.
12-03. TRENCH EXCAVATION:
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a. General: The Contractor shall perform all excavation of every
description and of whatever substances encountered, to the lines and grades
indicated on the drawings or as otherwise directed by the Engineer. All -ex-
cavated materials not required for fill or backfill shall be removed and
wasted as indicated on the drawings or as approved. All excavations shall
be made by open cut. The banks of trenches shall be kept as nearly vertical
as practicable and where required shall be properly sheeted and braced..
Except at locations where excavation of rock from the bottoms of trenches is
required, care shall be taken not to excavate below the depths indicated on•
the drawings or specified herein. Where rock excavation is required, or
where stones are encountered in the bottom of the trench that would create
a concentrated pressure on the pipe, the rock or stones shall be removed to
a depth of 6 inches minimum below the trench depths indicated on the drawings
or specified. The overdepth rock excavation and all excess trench excavation
shall be backfilled with loose, moist earth, sand, or fine gravel, thoroughly
tamped. Whenever wet or otherwise unstable soil that is incapable of properly
supporting the pipe is encountered in the trench bottom, such soil shall be
removed to a depth required and for the lengths designated by the Engineer,
and the trench backfilled to trench bot1tom grade, as hereinafter specified,
with coarse sand or fine gravel. Trench excavation shall comprise the
satisfactory removal and disposition of all materials.
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b. Gradinq and Stockinq: P
excavations shall be controlled to prey
into the trenches. Any water accumulat
by pumping or by other approved method.
for backfilling shall be stocked in an
.back from edges of trenches to avoid ov
-ins. Material unsuitable for backfilli
. grading in the vicinity of trench
it surface ground water from flowing
.in the trenches shall be removed
During excavation, material suitable
derly manner a sufficient distance
loading and prevent slides'or cave -
shall be wasted as approved.
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c. Shorinq, Bracinq, and Sheetinq: It shall be required that
the Contractor, where necessary to protect adjacent improvements, keep the
i?sides of the excavation as nearly vertical as possible by bracing, or steel
sheet piling, unless otherwise ordered by the Engineer. Failure to properly
brace and sheet trenches shall be at the risk of the Contractor and any damage.
incurred by reason of failure to shore, sheet or brace shall be restored or
:
,corrected at Contractor's expense. The contractor will not be reimbursed for
The Contractor shall furnish and install bearing flanges on all water valve
boxes not already equipped with bearing flanges. The distance between the
bottom of the bearing flange and the top of the finished pavement shall be
five and one -quarter inches. A five -inch thick concrete collar shall be placed
under the bearing flange in accordance with city standards. Where 14 -gauge
corrugated metal pipe is to long, it shall be cut to size by use of a cutting
torch. Where pipe is too low and a longer pipe is required, the height may be
adjusted slightly by raising the brick coursing at the bottom, or by replacing
the pipe with a longer pipe, which will be furnished by the city if adjustment
cannot be made with the existing pipe. A pipe will not be furnished to replace
a pipe damaged by the Contractor due to his negligence. Such pipe will be re-
placed by the Contractor at his own expense.
All work necessary to accomplish a final, complete, valve box installation to
grade shall be included in the contract unit price to which the work applies.
11-04. ACCESSIBILITY TO VALVES: The Contractor shall maintain accessibility
to water valves at all times during construction.
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• Any part of the bottom of the trench excavated below the specified grade shall
be corrected with approved. material, throughly compacted as directed by the
Engineer. Bell holes an d depressions For joints shall be dug.. after the trench
bottom has been graded and prepared..
The Contractor shall follow procedures within these specifications and as approved
by the Engineer which will result in a uniform support for the required widths of
pipe so that the required grade will be held and so that subsequent settlement of
pipe in place will not occur.
g. Overexcavation: Should
than required, it shall be filled to p
divided earth and compacted to provide
the density requirements of these spec
for such work, and if material from th
for the purpose, proper material shall
h. Tunnelinq and Borinq: I
road spur tracks, curbs and gutters, an
or bared. The tunnel shall not be larg
work, and the roof shall be sloped from
not less than thirty degrees in order t
open trench at the ends. Backfilling s
ly compacted to prevent subsequent sett
or boring, size and length bracing and
approval of the Engineer.
i. Open Trench: Unless per
than three hundred feet of trench shall
Backfilling shall begin as soon as pipe
with the pipe laying.
he. trench be excavated to a greater depth
per grade with dry sand or suitable finely
solid bed for the pipe in accordance with
ications. No extra payment will be made
trench is not satisfactory to the Engineer
e brought from other sources.
general, crossings under sidewalks, rail -
other short obstructions shall be tunneled
r than is necessary for the conduct of the
the ends toward the center at an angle of
facilitate complete refilling from the
all be placed by hand and shall be through-
ement of the roof. Methods of tunneling
ackfilling shall all be subject to the
ission is granted by the Engineer, no more
be opened up ahead of pipe laying operations
is laid and inspected and shall keep pace
k. House Service Connections: Where existing house lateral connections
to utility mains are encountered, the Contractor shall exercise due care to insure
that the laterals are not disturbed or damaged. Should any lateral connections be
broken, as a result of the work under this contract, they shall be replaced by the
Contractor to at least equal to the original installation.
1. Public Utilities: The C
destruction of, or damage to, all exist
sewers, drains, or other properties enc
and he shall use all reasonable measure
and shall maintain or replace them in a
construction operations. He shall make
properties in advance of excavation wor
will not be broken and their functions
all owners of public utilities that may
the public utilitiy owner may protect,
part of his utilities as the utility owi
be in writing and in advance of work by
ntractor shall be responsible for the
ng structures, pipe lines, conduits, cables,
untered in or adjacent to the excavation,
and precautions to protect such properties,
good condition as they were prior to the
a diligent effort to locate all underground
, and support or protect them so that they
nterrupted. The Contractor shall notify
be affected by construction demands so that
ransfer, change, rebuild, or remove any
er may deem fit,.. Such notification shall
at least three weeks.
12-3
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the replacement or curb and gutter, sidewalk, pavement, or other items or
improvements that are damaged or fail due to his failure to provide proper
bracing and sheeting.
Sheeting and braceing shall not be removed after the pipe is laid or struc-
tures built until sufficient backfill is in place to protect the pipe or
structure, and the adjacent street or alley surface and structures, from
damage by caving. If, in the opinion of the Engineer, it becomes necessary
or advisable to leave sheeting in place, he shall so direct the Contractor
by written order. Sheeting left in place shall be cut off at a level not
less than one foot below the ground surface. Unless otherwise specified in
the bid form, payment for shoring or sheeting left in place by order of the
Engineer shall be at an agreed price which shall not be greater than the
actual material cost of new lumber, less depreciation, and the estimated
cost of removal.
d. Blasting: Blasting will be allowed with the Engineer's
permission only.
e. Trench Widths: Trench widths at the level of the top of the
pipe shall not exceed the following and shall be kept to the practical mini-
mum required for properly laying, aligning, grading, and jointing of the
pipe. Trench widths at the level of the top of pipe shall not exceed the
following:
Diameter of' Pipe Trench Width
6" - 10" 2711
12" - 15" 33"
f. Shapinq Trench Bottoms: Trench shall be excavated to the
depth required so as to provide a uniform and continuous bearing and support
for the pipe on solid and undisturbed ground or on compact sand at every
point between bell holes or depressions for joints as follows: (It will
be permissible to disturb and otherwise damage the finished surface over a
maximum length of 18 inches near the middle of each length of pipe by the
withdrawal of pipe slings or other lifting tackle.)
The bottom of the trench shall be rounded so that the bottom for a width of
60 percent of the outside diameter of the pipe shall rest firmly on undis-
turbed soil or on approximately two (2) inches of compact sand placed as a
leveling layer and a cushion between the rounded bottom of excavation and
the pipe. In case the bottom of the trench is sandy material (non -plastic),
the approximately two (2) inches of compact sand layer will not be required.
In rounding the bottom of the trench, a template shaped to match the bottom
of the pipe for the 60 percent width required shall be used to shape the
trench bottom at the required grade. This part of the excavation and shaping
shall be done manually only a few feet in advance of the pipe laying by men
skilled in this type of work. In order to provide a uniform bearing on un-
disturbed soil or compact sand as described, it will be necessary to trench
to within a few inches of the bottom of the pipe as it rests in final position
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after tests are taken at-noincrease in
the progress of the excavation will be
Any trenches or structure excavations is
occurs, shall be reopened to the depth i
filled and recompacted and pavement, if
these specifications, at no increase in
tact price. Periodic testing during
cted as required by the Engineer.
roperly backfilled, or where settlement
quired for proper compaction, then re-
ny, replaced to the requirements of
ontract price.
12-07. PROTECTING AND REPLACING EXISITING IMPROVEMENTS: Any existing improve-
ments damaged during trenching operations lshall be replaced to match the original
installation.
12-08. MAINTENANCE OF ACCESS: Exce
excavated material shall be piled along
inconvenience as possible to public tra
be left at sidewalks, along streets, an
be left accessible for use.
12-09. PAVEMENT CUTS: All paving en
trenching shall be removed and replaced
the drawings and paving specifications i
of existing paving shall be to a clean,
cut with a cutting wheel or with a pneum
irregular breakage shall be replaced by
pavement cuts are required for manhole ri
feet. from edge of the manhole and square
placement of drop inlets shall be a mini:
inlet gutter.
The pavement shall be cut to the width
his trench excavation width at the road
to the top of the subgrade, an addition
the edge of the original paving cut and
gravel base course, prime coat, asphalt
asphaltic concrete surface course) cons
12 inches of bearing past the edge of t
where otherwise directed by the Engineer,
he trench in a manner to cause as little
1 and access. Openings For traffic must
at alley crossings. Fire hydrants must
untered within the width and line of
accordance with the details shown on
luded in these specifications. Cuts
rtical, straight line and shall be.
is pavement cutter. Unnecessarily
e Contractor at his expense. Where
rading, cuts shall be a minimum of 3
i the direction of traffic. Cuts for
n of 2 feet from the street. edge of the
quired by the Contractor for accomodating
y level. After backfilling and tamping
paving cut shall be made one foot from
he new paving (subgrade preparation,
concrete base course, tack coat, and
ucted so that such new paving will have
trench excavation.
SB-2 MATERIAL SHALL BE USED FOR BACKFILLING ROADWAY PAVEMENT CUTS AFTER PIPE HAS
BEEN BEDDED IN ACCORDANCE WITH THE MANUFACTURER'S AND ENGINEER'S SPECIFICATIONS.
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in. Relocation of Lines: The Engineer may, at his discretion, relocate
trench lines to avoid know obstacles, where such relocations are requested by the
Contractor, and will not, in the opinion of the Engineer, increase the cost to
the owner or impair the usefulness and permanence of the construction.
12-04. TRENCH BACKFILLING
a. General: Trenches shall be carefully backfilled with excavated
materials approved for backfilling, consisting of earth, loam, sandy clay, sand
and fine gravel, soft shale, or other approved materials, placed at or near optimum
moisture content, free from large clods of earth or stone, carefully deposited on
both sides of the pipe in lifts as hereinafter described and thoroughly and care-
fully compacted symmetrically on each side of the pipe until enough fill has been
placed to provide a cover of not less than 12 inches above the top of the pipe
for the full width of the trench utilizing mechanical or vibratory compactors as
approved by the Engineer. Under the center of the pipe supplementary compaction
by curved hand tampers may be required by the Engineer to obtain full compaction
under the pipe.
b. Compaction Lifts for Trench Backfillinq:
Trench Backfilling to One Foot
Above the Top of Pipe
Maximum lifts of eight inches,
loose thickness. Engineer may
allow maximum lift thickness in-
crease to 12 inches, loose thick-
ness, if proper compaction can be
obtained consistently with equip-
ment and methods being used. Such
allowance is revokable if consist-
ently successful results are not
obtained. The thickness of lift
is subject to approval of the
Engineer.
Remainder of Trench Backfill Above ��
The One Foot Level
A maximum lift of one -foot loose
thickness, but in such thickness
that proper compaction is obtained
consistently with equipment and [
methods being used. If consistent- i
ly successful results are not being i
obtained with one -foot loose thick-
ness of backfill lifts, the Engi-
neer may direct the Contractor to
decrease the thickness of lifts or
improve his methods such that II
consistently successful compaction.
results ate obtained.
c. Compaction by Water Settling: Compaction by water settling will k!
not be used on any portion of this project.
12-05. FINISH WORK: After completion of the backfill operations, the trench-
ing area will be left in a neat and smooth condition in unpaved areas, and streets
shall be swept clean after pavement replacement in paved areas.
12-06. COMPACTION: All backfill shall be compacted to a minimum density of
90: of maximum density as determined by AASHO Method T 180. Modified Proctor
Field'tests shall be in accordance with AASHO Standard Mehtod T 147.
The Contractor shall, when requested, excavate to the required depths so that L
density tests may be taken and bring such excavations to the required density
S
12-4
t
1
SCCTIOl'13
OBSTRUCTIONS
13-01. GENERAL: Obstructions shown
construction shall be removed, relocat'
cept privately owned items on public p
under franchises will be removed or re.
information as to the exact location of
is not available, and the Contractor st
in advance of machine operations. Pub:
shall be removed carefully to prevent c
stored at designated watehouses or yarc
ed far construction at the location, bz
obstructions shall be as specified for
shall be compacted as specified or regL
be disposed of at designated or approve
payment will be made for the removal, r
except those items listed on the Propos
of Payment". All costs for the removal
items shall be considered subsidiary to
location.
{::.
)n the drawings or encountered during
i, reconstructed, or worked around ex-
)perty and public utilities operated
)cated by the respective owner. Definite
all underground facilities and services
all establish their location by digging
.cly owned items designated for salvage
image, and shall be loaded, hauled and
Unless further excavation is requir-
kfilling of the spaced occupied by the
ackfilling of structures. Backfill
red. Surplus and waste material shall
locations. No separate or additional
location or reconstruction of items
1 and specified to be paid for in "Basis
relocation or reconstruction of other
the cost of new construction at the
13-02. MANHOLES: Tops of existing manholes not conforming to revised finish
grade shall be raised or lowered as required. Manhole neck shall be raised or
lowered as required. Manhole neck shall be removed to extent necessary and shall
be cleaned of mortar and dirt. Contractor shall furnish mortar, concrete and any
additional brick when needed. ExistingIcastings shall be removed and reset at
, required elevation.
a. Mortar: One part Portland cement, one part hydrated lime, and 6
parts clean sharp sand mixed with sufficient water to obtain proper consistency.
Mortar shall be used within one hour after adding water.
b. Brick: ASTM Standard C32, available grade.
c. Concrete: Concrete shall conform to requirements of section en-
titled "Concrete Work".
13-03. CONCRETE AND BITUMINOUS PAVEI
-'bituminous pavement and base and paveme
material designated for removal shall b
_parallel, vertical to the surface. Sla
out and entirely removed, complete with
wasted at designated or approved locati
shall be backfilled or further excavate
location. Where designated, pavement s
details shown on the drawings.
!T: Concrete slabs, concrete pavement,
overlay of concrete or bituminous
cut in lines approximately straight and
, pavements or overlay shall be broken
nderlying base, and rubble shall be
s. Area from which pavement was removed
as required for construction at the
11 be replaced in accordance with the
13-04. CURB AND -GUTTER: Curb and gutter designated for removal shall be ex-
cavated as required, broken out and entirely removed, and all waste material
disposed of as directed. The area shall.then be backfilled or further excavated
as. required for new construction at the location.
13-1
V
L
12-10. CONFLICTS WITH IMPROVEMENTS ON PRIVATE PROPERTY: Where sewer lines
or structures are constructed in parkways or easements through private properties
that have been. improved by lawns, trees, shrubs, fences, or gardens, the Contractor
shall, in advance of working the excavation, remove such lawns, trees, shrubs, or
plants as may be necessary for the protection of the work, and shall replace them
in as nearly the original location and condition as is reasonable possible after
the excavation has been backfilled and compacted.
In parkways and easements when it is necessary to deposit the excavated material
on private property, or otherwise use private property, without first receiving
written permission for such use from the property owner, private property, if 11
used, shall be restored to its original condition at conclusion of the construc-
tion work.
Where it becomes.necessary to excavate in easements that have been improved
with fences, buildings, walks, or drives or where the excavation, although on
public right-of-way is close enough to cause damage to such structures, on
completion of the construction the Contractor shall replace the fence, build-
ings, walks, curb and drives, and shall leave all such improvements in the
original conditions as found. Lawn sprinkler systems shall be protected, or
restored, if damaged by the Contractor.
12-6
Cr
ft
SECTION 16
TREE REMOVAL
16-01. CENERAL: This item shall consist of removing and disposing of those
trees, within the public right-of-way or upon the owners property, as designated
by the Engineer, or as shown on the plans, in accordance with the following
specifications.
a. Definition: For the purpose of the specification, a tree by
definition shall be a large woody perennial plant with one main truck and many
branches, having an average caliper of no less than four (4) inches as measured
four feet above the existing ground surface.
b. Limits of Removal: For water, sanitary sewer, storm sewer and all
other sub -surface excavations, the complete tree, including roots, within the
{ excavation pay limits shall be removed and disposed of.
For water, sanitary sewer, storm sewer and all other sub -surface excavation,
where a tree and/or its root system will suffer' irreparable damage because of
its close proximity to the excavation pay limits, upon the authorization of the
Engineer, the tree shall be removed, the stump shall be cut to one (1) foot
below the existing ground surface, and the root system within the excavation
pay, limits shall be removed.
In roadway. cuts, all trees designated for removal and disposal shall have their
stumps and roots removed to a depth of not less than 18 inches below the finished
grade. In areas under roadway embankment from which topsoil or unsuitable
materials are to be removed, or which are designated to be compacted, all trees
• designated for removal and disposal shall have their stumps and roots removed
to a depth of not less than 6 inches below the original surface. In all other
areas under roadway embankments, all trees designated for removal and disposal
shall have their stumps and roots removed to a depth of not less than 18 inches
below the finished grade and not more than 12 inches above the original ground
surface,'
In• cases where existing permanent structure and/or existing permanent surfacing
are (is) located adjacent to trees designated for removal and disposal., the
corresponding stumps and roots within the construction limits, as shown on the
plans, shall be removed as hereinbefore described.
c. Procedures: Trees designated for removal and disposal shall be
cut down and trimmed in such manner that adjacent property including any overhead
cables is (are) not endangered. Trees removed may not be disposed of by open
burning.
16-1
I
a ,
13-05. DRAINAGE PIPE: Irrespective of type, the Engineer will designate
those to be salvaged and those to be torn out and disposed of as waste. If
such determination cannot be made by preliminary excavation, the pipe shall
be excavated by the Contractor to expose it for further inspection. Pipe de-
signated for salvage shall be excavated, removed, transported, and stared in
a designated location, using due care to prevent damage to the pipe throughout
the operations. Pipe designated as unsuitable for salvage or reuse may be re-
moved by such method as the Contractor may elect and disposed of as directed;
after being placed at the side of the ditch for inspection by the Engineer,
and paid for as specified for residential or arterial grading.
13-06. PRIVATELY OWNED OBSTRUCTION: On public property, such as fences,
small buildings, or similar obstructions, will be removed by their respective
owners upon notification from the City. Should progress of the work be unduly
delayed through such procedures, the Contractor may remove, relocate or recon-
struct portions of fences at his own responsibility and expense, or by separate
negotiations with the respective owner.
13-07. SODDED AND LANDSCAPED AREAS: Such as parkings on or adjacent to im-
proved property shall be disturbed only to the extent required to permit
construction. Such areas shall not be used as storage sites for construction
supplies and, insofar as practicable, shall be kept free from stockpiles of
excavated materials. Upon completion of backfilling at each location, sod
shall be replaced and the entire area restored to a condition fully equivalent
to the original.
13-08. PUBLIC UTILITIES: Public utility pipelines, poles, cable, conduits
and wires which interfere with construction shall be by-passed or worked around
by hand excavating, tunneling or other approved methods, at the Contractor's
expense, where practical. Where not possible to bypass or work around the
facility, the facility shall be removed or relocated by the respective utility
company upon notification that such removal or relocation work is necessary to
permit new construction to lines and grades designated. Cost of such removal or
relocation work shall be borne by the utility company. The Engineer shall notify
the utility company in writing of the approximate date of which construction work
will begin. Such notice shall be given sufficiently in advance of beginning on
construction to allow adequate time for the removal or relocation work to be
accomplished by the utility company without interfering with construction schedules.
In the event that required removal or relocation work has not been accomplished
prior to construction at the location, the obstructing facility may be removed
or relocated by the Contractor at the expense of the utility company.
13-2
• The pressure line shall bd ubjected to a hy�dcostatic pressure of at least 1.5 x
the working pressure at the point of.testing.
A leakage test shall be conducted concurrently with the pressure test.
Leakage shall be defined as the quantity of water that must be supplied into
the newly laid pipe, or any valved section thereof, to maintain pressure within
5 psi of the specified test pressure after the air in the pipeline has been
• expelled and the pipe has been filled with water.
• No pipe installation will be accepted if the leakage is greater than that de-
termined by the following formula:
L = SDyr
133,200 -
in which L is the allowable leakage,,.in gallons per hour; S is the length
of the pipe being tested; D is the nominal diameter of the pipe, in inches;
and p is the average test pressure during the leakage test, in pounds per
square inch guage..
%,.
18-2
SECTION 18
TEST INC
10-01. TESTING: SEWER LINES: Test for watertightness shall be made by the
Contractor in the presence of the Engineer.
Tests shall be made at such times as may be requested by the Engineer. If the
tests at the lower sections of the sewer line are satisfactory, such result
shall be the basis upon which subsequent work may be judged but this shall not
} relieve the Contractor of the responsibility of further testing when so requested
by the Engineer.
IThe sewer line shall not leak under exterior ground water pressure, infiltration,
in excess of a rate of 200 gallons per inch of pipe diameter per mile per day.
If leakage exceeds the above stated amount, the sewer line shall be repaired
until the infiltration comes within .the allowable limit.
} At the option of the Engineer, the sewer lines shall be tested by subjecting the
sewer lines to internal water pressure and measureing the quantity of infiltra-
tion. Reaches or sections of the sewer line to be tested shall be determined by
the Engineer. The reach or section of sewer line lying between two or more
consecutive manholes, including the manholes at the upper ends of the section
selected. The procedure for testing shall be as follows: The outlet sewer line
at the lower manhole and the inlet sewer line at the upper shall be closed with
•
stoppers. The upper manhole shall be filled with water to the top rim of the
manhole ring, except, that filling of the manholes shall be limited to a maximum
} water depth of fifteen feet. The leakage shall be calculated from the drop in
water level in the upper manhole and the leakage measured by this method shall
not exceed the allowable leakage specified in the preceding paragraph.
Payment for testing sewer lines shall be considered a lump sum bid item.
18-02. TESTING PRESSURE LINES:
_ (WATER AND SEWER) Test for watertightness shall be made by the
Contractor in the presence of the Engineer and in accordance with AWWA specifi-
cation C 600-82, Section 4. The maximum allowable amount of leakage for
lines shall not exceed that set forth by AWWA Standard C 600-82, Section 4.2.2.
When testing against closed metal seated valves an additional leakage per closed
valve of 0.0078 gal/hr/in of nominal valve size is allowed.
Tests shall be made at such time as requested by the Engineer. After completion
of installation of the pipeline, a test of tightness or leakage of the joints
shall be made by applying pressure on the line by means of a test pump hydro-
statically.
18-1
be removed from the site as directed by the Engineer -Inspector. This work shall
be included in the prices bid for all items of trenching-backfilling-compaction.
21-03. BRACING AND SHEETING: In congested areas where due to narrowness of
right-of-way, traffic, and adjacent utility lines, buildings, etc., it is not
possible to slope the trench sides, the Contractor shall be required to keep the
sides of the excavation as nearly vertical as possible by bracing, use of sheet
piling or using a moveable "boot" or "caisson", unless otherwise specified herein.
Failure to properly brace and sheet trenches shall be at the risk of the Contractor,
and where such failure results in slides or caving, producing unusual or excessive
loading on the sewer, the Contractor shall be required to remove and replace the
sewer with whatever type of construction the Engineer -Inspector may require, with
no extra allowance for materials or labor. The Contractor shall be responsible
for damage to other utilities, buildings and structures resulting from trench
earth slides, caving or other failures. No extra payment will be made for sheet-
ing, bracing or "boot -caisson" since such extra costs shall have been included in
the bid prices. No sheeting or bracing, where used, shall be removed until suff-
icient backfill is in place to protect the pipe, and the adjacent street, alley
or easement surface and structures from damage by sliding and caving -in of trench
sides. No extra compensation shall be allowed for the handling of excavated
material in alleys, easement, streets or other confined areas.
21-04. OPEN TRENCH: The Contractor shall not open up more trench in advance
of pipe laying than is necessary to expedite the work, and in no event shall the
length of a continuous open trench at the job site exceed three (3) blocks. A
block shall mean the length of a block between streets in which the work is being
done, but not to exceed 660 feet. In no case (platted or unplatted area) shall
the continuous length of open trench exceed 1,980 feet. In no case shall the
length of open trench without pipe therein exceed 330 feet. Trenching shall be
done far enough in advance of pipe laying so as to allow the Engineer to make
necessary grade changes without the use of extra fittings. If this procedure
is not followed and it becomes necessary to either raise or lower or swing the
new pipe line around obstructions due to change in grade, or alignment, it shall
be done at the expense of the Contractor. If any extra fittings or pipe are
found necessary for the above reasons, they shall also be at no expense to the
Owner.
21-05. MANHOLE EXCAVATION: The sides of the excavation made for manholes and
other concrete structures may serve as the outside form, if in the opinion of the
Engineer the earth sides of the excavation are satisfactory and the concrete will
not dry out too rapidly and if first class work can be assured in this manner.
No additional compensation shall be allowed for excavating manholes, over the
unit price bid for the various sizes or types of manholes in place at the various
depths.
21-06. ROCK EXCAVATION: Rock is here defined as material which cannot be
excavated without drilling and blasting, wedging, sledging or barring. All stone
or boulders less than eight (8) cubic feet in volume will be classified as earth,
and all larger boulders shall be classified as rock. If blasting is necessary
to excavate such materials as shale, hardpan, soft sandstone, cemented gravel,
caliche, or, loose rock, which normally can be classified as earth excavation,
21-2
SECTION 21
EXCAVATION, EMBANKMENTS, BACKFILLING, MANHOLE AND INLET CONSTRUCTION AND
MISCELLANEOUS CONSTRUCTION SEWER AND WATER LINES
I
21-01. TRENCH EXCAVATION: The Contractor shall start work for excavation
at such points on the line of the project as the Engineer may direct and shall
progress from point to point, from the outlet end upstream, or as directed by
i
the Engineer -Inspector. Under ordinary conditions excavations shall be by open
vertical cuts from the surface. Tunnelinq under concrete pavinq, sidewalks,
curb and qutter or other riqid structures is prohibited, unless expressly
approved by the Engineer. If tunneling is permitted, no additional canpensation
will be allowed over the unit price bid for the various sizes of pipe in place,
including the appropriate trenching depth of various depths, and will be paid
for at prices named in the proposal. The width of the trench for a vertical
distance measured from bottom of the trench to a point 12" above the top of
pipe shall be kept as close as practical to a maximum width of 16" wider than
3
pipe O.D. for sizes 8" through 15"; 20" wider than pipe O.D. for sizes 18"
through 27"; and 24" wider than pipe O.D. for sizes 30" through 48".
e When trenching in soil that will not stand vertical the trench sides may be
sloped at the Contractor's option, providing the trenching is on unpaved streets
through undeveloped areas. The trench sides on unpaved streets through developed
areas may also be sloped providing the trench width at street surface will not
prevent vehicular ingress and egress to persons living or doing business on the
street, and will not cause damage to existing utility lines, public and private,
{ or to adjacent buildings and other structures, public and private. In all cases
the sloped sides shall begin at a point not less than 12" above the top of pipe.
The Contractor shall be responsible for maintaining all trenches in a safe con-
dition protecting the life and limb of men working therein, and for the protection
of the general public.
fThe line of trenches and grade cuts will be indicated by stakes set off of center
L at one side of the trench. The amount of offset being dependent upon working
conditions along the trench.
The bottom of the inside of the sewer pipe or invert is the grade line shown on
the plans, and for construction purposes the grade will be given by a line paral-
f lel to the pipe line grade and supported above ground surface on straight edges
or batter boards spaced as required.
At least three sets of batter boards shall be in proper position at all times
across the trench as a check on the accurance of the sewer grade line except
where alternate methods for checking grade are ordered by the Engineer -Inspector
due to adverse and/or unusual construction conditions. Offset batter boards,
with double parallel string lines spaced not less than 18" apart, may be consider-
• ed as an approved. alternate. Regardless of the method used, the batter board
spacing shall not be greater than 50 feet and the grade line supported by the
batter boards shall be pulled taut, and kept taut, free of any sag. Pipe may
be placed using laser equipment after technique is approved by the Engineer.
21-02. DISPOSAL OF EXCESS EXCAVATION:- All excess excavation caused by the
displacement of pipe, paving replacement, -manhole excavations or otherwise shall
21-1
• When in the course of trench or other excavation any material in encountered
which in the opinion of the: Engineer is unsatisfactory for backfill, this
.material shall be removed from the site and disposed of by the Contractor. A
select material, provided by the Contractor and satisfactory to the Engineer,
shall be substituted for backfill purposes.
The payment for this material shall be based on the unit bid price for "Providing
Select Backfill", multiplied by the number of cubic yards (to the nearest cubic
yard) provided complete in place within the neat lines of the trench. The unit
bid price shall include the cost of disposing of the unsuitable material and the
providing of the select material but shall not include the cost of trenching,
backfilling and compaction. The payment for trenching, backfilling and compac-
tion shall have been included under their appropriate bid items.
b. The backfill material when placed in the trench shall be thoroughly
compacted to a minimum of 90% of maximum density throughout as determined by the
Modified Proctor Method, with the exception that the top six (6) inches in resid-
ential streets and the top twelve(12) inches in arterial streets (of the subgrade
material) shall be compacted to a minimum of 95% maximum density (Modified Proctor)
except if the backfill or subgrade material contains 35% or more of material pass-
ing the No. 200 sieve, in which case, the compaction shall not be less than 90% or
maximum density (Modified Proctor). The moisture content of the backfill material
in place shall not exceed the optimum nor be less than the optimum minus five (5)
percent. The obtaining of the correct moisture content will be the responsibility
of the Contractor. Moisture and density requirements shall be governed by AASHO
Designation: T-180 and T-147. The Engineer will determine the classification of
the backfill required, whether for residential or arterial streets.
ci Omitted
d. The initial backfill around pipe shall consist of moistened finely
divided earth carefully and evenly placed and thoroughly rammed and tamped with
hand or pneumatic tampers to the required density range until sufficient fill
has been placed to provide at least a 12" cover over top of pipe the full width
of the trench or excavation. The remainder of the backfill material shall be
placed in lifts of such depth that the required compaction and density can be
obtained with the type of tamping or compacting equipment or method being used
by the Contractor without damage to pipe, or causing pipe displacement, but not
to exceed depths recommended by the equipment manufacturer, for various soil types,
or as determined by compaction tests of the lift in place, or as directed by the
Engineer -Inspector.
• e. Density tests for the purpose of determining the degree of compac—
• tion shall be made by a testing laboratory, supervised by an Arkansas Registered
Professional Engineer, who shall certify the test reports, and shall be paid for
by the Contractor. These tests shall be made in such a manner as to give the
density of the backfill material throughout the entire'depth of fill. In all
cases sufficient tests shall be made at various depths which will give the degree
of compaction within the lower one-half of trench backfill and in the initial fill
around the pipe, as well as in the upper one-half of the backfill.
21-4
Y
then this excavation shall be classified as rock excavation. Whenever a ledge
of solid rock is encountered with earth below it or where alternate layers or
solid rock and earth occur, the earth shall be included in the allowance for
rock when the thickness of the layer of earth is less than twelve (12) inches
thus requiring it to be removed by blasting along with the ledges of rock.
The Engineer -Inspector shall in all cases decide whether blasting is necessary
or not.
Whenever rock is encountered in tie trench or elsewhere, in any excavation re-
quired to be made, it shall be excavated to the line and grade as shown on the
plans for trench cuts and backfill in rock, unless otherwise directed by the
Engineer.
For trenches in general, rock shall be excavated to a depth of four (4) inches
minimum below the outside bottom of the conduit except at points of rock and
earth transitions at which points the rock shall be excavated to a minimum of
twelve inches (12") below the outside bottom of the conduit. Any depression
in the bottom of the trench caused by overshooting and/or excavating and being
six inches (6") or greater in depth from a theoretical bottom of trench grade
shall be filled to the theoretical bottom of trench grade with graded gravel
of the gradations as shown on the plans or as approved by the Engineer.
Rock excavation, including removal and disposal, shall be paid for on the basis
of the unit bid prices and shall be measured by the cubic yard of rock in its
original position within the limits of a trench having a bottom width 16" greater
than the outside diameter of the pipe and sides sloping outward with a batter of
one inch per foot beginning at a point 12" above the top of pipe. Rock excavated
outside these limits will not be paid for. Payment for rock excavation will be
in addition to payment for trenching-backfilling-compaction in the various in-
crements of cut.
21-07. BLASTING: Where blasting is necessary suitable weighted coverings
or mats shall be provided to confine all materials lifted by the blasting within
the limits of the trench and to prevent injury of life and property. Blasting
shall be under the supervision of a person, qualifed and experienced in the use
and handling of explosives.
21-08. BACKFILLING:
a. On all trenches and excavations the earth used in backfilling
shall consist of the original excavated material or materials as required by
the Engineer -Inspector in a finely divided form,' Free of large lumps, large
stones and rocks, pieces of old concrete, asphalt pavement, or oil pavement,
and large wet or gummy masses, and shall be sufficiently moistened to permit
good compacting but not sufficient to cause the backfill material to lump or
• form a ball when squeezed. Moistening water shall be added only in the amount
required to achieve approximate optimum moisture content for the soil encountered,
and the moistening water shall be thoroughly worked into the backfill material.
No extra payment shall be allowed for the removal of rocks, large lumps of dirt,
broken concrete -asphalt -oil payment, etc.., from the backfill material.
21-3
i
r
d
plow or shovel. The embankment shall then_be'formed of damp earth or other t,
suitable material. Embankmentsto be used a's foundations for pipe must be
filled in layers and more than 6 inches in thickness, each layer being -
thoroughly tamped, up to the elevation of the top of the pipe to be supported
before the pipe is laid. This distribution of material must be uniform and
such as to make.a solid and compact foundation. -
21-10. MANHOLES: Manholes of the design indicated on the plans and/or
work order and as detailed on the Standard Manhole Detail Sheet shall be
built around the pipe at designated intervals, and shall be adjusted such
that pipe joints at this point will be just outside the manhole barrel both
upstream and downstream. These joints just outside the manhole barrel shall
be reinforced with a Class "B" concrete block poured under the joint, and in-
cluding the lower one-half of the pipe. This block of concrete shall be at ..
least 3" thick under and around the bell and shall extend at least 6" on each
side of the joint along the axis of the pipe. After the manhole has been con-
structed and a shelf of concrete has been poured in the bottom of the manhole
at an elevation of one-half pipe diamter above invert elevation, the top one-
half of the pipe through the manhole shall carefully be broken out and removed.
• The bases of manholes 16 feet or greater in depth shall contain reinforcing
• steel furnished and placed by the Contractor in accordance to the details as
shown on the Standard Man -hole Detail Sheet. All manholes shall be neatly
plastered inside with minimum Z" thick water proof sand -cement plaster. Where
required. manholes constructed below ground water level shall be plastered on
the exterior surface of barrel from base slab to a point 12" minimum above
ground water level with ," minimum thickness water proof sand -cement plaster
or as specified on the plans. Plastering will not be applicable on pre -cast
(Type B-i or C-1) Manholes, unless specifically required by the Engineer.
All concrete and concrete precast units shall be Class "B" (3000 pounds per
square inch) and all material, the reinforcing steel, and the methods of mix-
ing, pouring and placing, shall conform to the "General Specifications for
Concrete Work" of this contract, the depth to be used in determining payment
due the Contractor shall be the distance, as measured by the Engineer from the
top of manhole cover to invert of lowest pipe through manhole. Cement used in
all manhole construction shall be Type II Sulfate Resistive, including all
precast units, all mortar and plaster.
21-11. LAMPHOLES OR CLEAN -OUTS: Lampholes or clean -outs shall be construct-
ed where shown on the plans, or as ordered by the Engineer, and shall be con-
structed in accordance with the detail drawing shown on the plans.
21-12. OMITTED.
21-13. STANDARD MANHOLE FRAME AND COVERS AND MANHOLE STEPS: All standard
manhole frames and covers and cast aluminum manhole steps shall be cast or
finished to dimensions shown on the plans. Cover seats and frame seats shall
be machined. They shall be made of tough gray iron; free from cold shutes or
blow holes and of workmanlike finish. A blow from a hammer shall produce an
indentation on a rectangular edge without. flaking the metal.
21-6
f. Such density tests shall be made as follows:
One test shall be made for each continuous 500' run of trench
backfill per each 2 feet of depth except that no test shall be required for a
run of trench backfill 50' or less measured from point of beginning. Any con-
tinuous run of trench backfill between 51' and 500' interval shall require one
test. Any run of trench backfill that falls between successive 500' increments
shall not require a test unless the run of trench backfill is more than 250'.
g. The Resident Inspector shall have the right to call for any addi-
tioanl tests he may deem necessary at shorter intervals along the trench in order
to carry out and complete more fully and perfectly the work within the intent of
these specifications. Any additional tests shall be at the Contractors expense.
h. The location of test sites and depths of tests shall be determined
by the Resident Engineer and he shall be responsible for calling and requesting
the laboratory to made tests at the location(s) selected. The contractor shall
provide any assistance necessary in taking these tests at no additional cost to
the Owner.
i. When test results fail to meet the density requirements as previous-
ly stated, additional compaction shall be required. If the tests indicate the
compaction method being used by the Contractor does not produce the required end
results, the Contractor shall at the direction of the Engineer or project inspector
alter the methods so as to produce the required densities in the compacted backfill.
All re -compacted trenches shall again be tested for required density as outlined
in preceding paragraphs at the Contractor's expense. All sewer appurtenant
structures shall be backfilled in accordance with these requirements.
j. When in the opinion of the project inspector or Engineer sandy -
gravelly soils, or other soils, are encountered which do not readily lend them-
selves to proper compaction with the use of mechanical equipment, the Contractor
may jet or flood the trench with water in successive lifts in a volume sufficient
} to obtain the required density and compaction, including the use of vibratory
equipment, when necessary. No extra payment will be allowed the Contractor for
this method of compaction.
k. It shall be mutually agreed that proper and adequate backfilling
tt and compaction devoid of any future settlement regardless of the method used
( shall be the responsibility of the Contractor, and final acceptance of the pro-
ject does not relieve the Contractor of this responsiblity. The Contractor shall
at his expense repair all damages to streets, sidewalks, curbs -gutters, paving,
sewer pipe, water lines and any other private or public utility line including
damage to abutting private property caused by trench or excavation settlement
within a period of thirty-six (36) calendar months after final acceptance of
L each individual project by the Owner.
21-09. EFBANKMENTS: Where embankment is necessary to support the pipe or to
cover or protect it in any way, it shall be made to the width and slope shown on
the plans or designated by the Engineer. - The surface of the ground receiving em-
bankment shall be carefully cleared of all unsuitable material, and furrowed with
I
21-5
L
.Y Y
The Contractor shall make the necessary pavingcuts in asphalt paving using a
hand operated air hammer equipped with an asphalt pavement cutting blade, or a
pavement saw. Concrete paving 'shall be cut using a concrete saw only. Th'e
cutting shall be carried in vertical plane through the pavement along a straight
line marking the limits of the cut. Any unnecessarily irregular breakage or
cracking caused by the Contractor through inexperienced or careless workmanship,
careless use of equipment and trench cave-ins shall be removed and replaced by
the Contractor without added expense to the Owner. Paving cuts for manholes
and valve boxes indicated in the following paragraphs. The maximum width. of
pavement removal and replacement for payment purposes on both Sewer and Water
lines shall be as follows:
Removal & Replacement Removal & Replacement Payment
Payment Width for 0'- Width for Trench Depths over 8'
Pipe Size 8' Trench Depth
2';" to 6" 2' - 6" 5' - 0" I
8" to 12" 3' - 0" 6! - 0" -
14" to. 18" 3' - 6" 6' - 6"
20" to 24" 4' - O"
27" to 301 5' -0" 8' _ 0"
33" to 36" 6' - O" 9' _ o"
42" to 48" 7' - 6" 11' - O"
• Manholes, Valve Outside dimension or Outside dimension or diameter of
Boxes and Other diameter of structure structure plus 4 ft.
below ground plus 2 ft.. .
structures .
The Engineer may authorize pavement removal, including payment therof, exceeding
the above tabulated pay limits, at the written request of the Contractor, when
soil and/or existing pavement surfacing conditions encountered while making
trench excavations will not permit the pavement removal to be contained within
the above tabulated pay limits. The approval of the request must be made in
writing by the Engineer. Any areas of pavement removal exceeding the pay limits
as permitted by the specifications and not authorized for removal by the Engineer
in writing shall not be considered for payment.
21-15. PAVEMENT REPLACEMENT: All paving cuts shall be repaved in accordance
• to the general thickness and material design provided herein and/or on the plans
and/or as specified in the work order(s) and shall be made in complete compliance
with applicable specifications.
The Contractor shall repave all paving cuts. All unauthorized paving cut areas
• exceeding the herein before mentioned tabulated pay limits shall be repaved at
• .:..the expense of the Contractor, all other payment replacement made by the Contractor
shall be paid, based on the applicable unit bid prices.
Pavement cuts will not be repaved until the newly installed utility lines have been
-flushed, tested and no leaks appear and backfill compaction test reports have been ..
received and approved. The street surface and gutters_shallbe swept clean by the• .�
Contractor after the pavement replacement is completed. -
21-8
Before leaving the foundry, the iron castings shall be subjected to the hammer
inspection and thoroughly cleaned, after which they shall be dipped in asphalt
or coal tar and oil applied at a temperature of 290 ° and 310 ° Fahrenheit. The
!
material for these castings (Serial Designation: A48-60, Class 25C, 2.0 in. of
the American Society for Testing Materials and latest revisions thereof). Man-
hole frames and covers shall not weigh less than 400 pounds combined and shall
be of the style and design as shown in the structure sheets of the plans accom-
j
panying these specifications. The frame and cover shall be cast, finished and
machined such that the cover will seat true and even without rocking within the
frame.
I
Steel or cast aluminum steps of tie design and dimensions as shown on the Stan-
dard Detail Sheets or an approved equal shall be used in all manholes. The
cast aluminum steps shall be constructed of 356-T6 aluminum conforming to A.S.T.M.
specification S.G. 70A and B26 -60T.
i
!
No direct payment shall be made for manhole frames and covers or manhole steps.
The cost complete in place for these items shall have been included within the
unit bid price for the applicable manhole.
21-14. PAVEMENT REMOVAL: The Contractor shall furnish all material, labor,
equipment and supplies necessary to do the work required in removing of pavement
(and disposal of same) where required. No extra or direct payment shall be made
for oil pavement (oil mat) removal except as herein specified. Oil pavement (oil
mat) shall be defined as any pavement surfacing consisting of mineral aggregate
both Coated and cemented together with a bituminous material, such surfacing to
include: cold mix, road mix, bituminous macadem, double penetration, etc., but
excepting therefrom surfacing or base comprised of asphaltic concrete "hot plant
mix".
Payment for the removal of an "Oil Mat" surfacing shall be made based on all of
the following criteria:
1. The perimeter must be cut by a mechanical cutting device.
2. The surfacing to be removed must be 2 inches or greater in
thickness.
3. The surfacing material must be removed and cannot, by requirements
• of the specifications, be incorporated within the trench backfill and/or earth
embankment'.
L4.
The removed surfacing material must be hauled to and disposed of,
by the Contractor, at a location off the job site.
Oil Mat surfacing meeting all of the above criteria shall be, along with asphaltic
concrete "hot plant mix", considered in these specifications as asphalt paving.
Concrete and asphalt pavement removal shall be paid for under the unit bid item
covering such removal. Saw -cutting is required on all concrete paving, and may
-
' 'be required on asphalt paving on all State -maintained arterials. Payment for
"S
aw -cutting shall be made under the appropriate bid item, and is based on one -
inch (1") minimum depth of cut.
L
21-7
SECTION 22
PIPE, FITTINGS, VALVES, FIRE HYDRANTS AND
OTHER MATERIALS AND EQUIPMENT AND THE INSTALLTION THEREOF
22-01. GENERAL: The installation of any pipe or fittings or other water line
appurtenances in this contract will be according to AWWA Specifications C600-83
or C 900-8], whichever is applicable unless otherwise specified herein. If any
mention of outside specifications is made, they will apply except as otherwise
specified in these specifications. The specifications in Section 7 shall apply
to water lines unless specifically referred to sewer only. They shall have
precedence over those in AWWA Specifications C600- 82 or C900-81, whichever is
applicable.
22-02.
METHODS OF CONCRETE STRUCTURE REMOVAL:
Water lines will not be con-
strutted
under walkways, sidewalks, curbs and gutters,
drive pads or similar
concrete
structures by tunneling underneath them.
The Contractor will cut
•these concrete
structures by using a concrete saw,
or at his option, he may
remove the section of the concrete structure to the
nearest full expansion joint
or edge.
22-03.
PIPE MATERIALS:
a. Cast Iron: Cast iron pipe shall conform in every respect with
American Standard Specifications A 21.1-1977, (AWWA C101-77) for design using
18/40 or 21/45 iron strength, ASA A21.6-1975 (AWWA C106-75)
All cast iron pipe, ductile iron pipe, cast iron fittings and
ductile iron fittings shall have an inside cement mortar lining and bituminous
• seal coating in accordance with.. ASA Specification A 21.4-1985 (Aiw11A C104-85).
Joints for cast iron pipe will be either "Roll-on" or "Fastite" as manufactured
by American Cast Iron Pipe Company or "Tyton" joint as manufactured by the United
States Pipe and Foundry Company, or mechanical joint pipe as manufactured by
American Pipe Company will be acceptable except where flange to flange joints
may be used. Fittings for cast iron pipe shall conform to ASA AZl.lO-1982 (AWWA
CIIO-82).
b. Concrete Cylinder Pipe (Modified Prestress): Concrete cylinder
pipe (modified prestress) and fitting shall conform to Federal Specification
{
SS -1-381-A-1967 and AWWA Standard for Reinforced Concrete Water Pipe Steel
Cylinder Type, Prestressed (AWWA C301-84). The pipe joints shall be of bell and
• spigot design utilizing rubber gaskets.
c. Steel Pipe: .Steel pipe shall conform to AIWA Specification C201-
except that steel plate shall conform to ASTM Specification A293 Grade B or C and.
steel sheets shall conform to ASTM Specification A245 Grade 8 or C. Pipe joints
shall be of bell and spigot design utilizing rubber gaskets. Fittings for steel
pipe shall conform to AWWA Specification C208-83.
d. Asbestos Cement Pipe: Asbestos cement pipe shall conform to AWWA
Specification C400-80 and AWWA C401 for the selection of asbestos -cement pipe.
• Pipe joints shall be "ring tight" or equal. Fitting for asbestos -cement pipe shall
be cast iron conforming to ASA Specification A21.10-1982 (AWWA C110-82) and shall
have "right'tight" ends.
t
,
22-1
i
21-16. CUTTING, REPAIRING GRAVEL STREETS: All gravel surfacing materials
disturbed shall be removed carefully and conserved free from any admixture of
other materials, and replaced to conform to the street surface on either side
of the trench, after being wetted and thoroughly tamped. In no case shall the
depth of the replaced materials be less than the depth of the surfacing material
on the street where such materials have been disturbed. If the gravel taken
from the surface is permitted to become mixed with other materials, it shall
not be used in the reconstruction, but shall be replaced with approved clean
gravel.
}
21-17. INLET OR LINE STUB CONNECTIONS: During the progress of the work as
shown on the plans and as directed by the Engineer, the Contractor will be re-
quired to leave one or mare inlet or line stub connections out of manholes for
future extensions or connections. These stubs will constitute one joint for
each connections which the Contractor will be paid the unit price bid for the
various sizes of pipe stubs complete in place.
21-18. EXISTING HOUSE SEWER LATERAL OR WATER SERVICE CONNECTIONS: Where
house service line connections to existing sewer mains and water mains are
encountered, the Contractor shall exercise due care in that the service lines
will not be disturbed or damaged. Should any service line connections be
broken during the construction of the new line, it shall be replaced by the
Contractor with the same type pipe, if approved by the Plumbing Inspector, or
better, and in the case of a sewer service, the dirt shall not be backfilled
until the service line is inspected by the Owner's Plumbing Inspector, and in
the case of a water service line, the dirt shall not be backfilled until the
service line is inspected by the Water Construction Superintendent. No extra
compensation will be allowed the Contractor for this item. The Owner assumes
no liability for damage to or replacement of house sewer and water service
line connections.
•
Whenever it becomes necessary to construct a new sanitary sewer lateral as a
replacement for an existing line, and the alignment of the new line coincides
approximately with the existing line and the grade of the new line is approx-
imately at the same grade as the existing line or lower, then the existing line
shall be removed or dealt with as ordered by the Engineer -Inspector. The cost
#
of this work when applicable shall be paid for under the appropriate item in
)_
the Bid Proposal. The Resident Inspector shall determine if it is necessary
to pump sewage around the replacement work, or if it is possible to temporarily
plug the sewer line during the replacement operation.
Where a new sewer lateral is constructed as replacement for an existing sewer
lateral or to relieve overloading of an existing sewer or for any other reason,
the Contractor shall carefully reconnect all existing service connections to the
new sewer line.
21-19. CONNECTING SEWER LINES TO EXISTING MANHOLES: During the progress of
the work, where shown on the plans and as directed by the Engineer, the Contractor
will be required to connect the sewer line(s) under construction into existing
manholes having no stubs provided for the connection. In this case, the Con-
tractor shall be required to carefully break into the manhole at the invert
1
21-9
with AWWA.specifications C110 and C111. The fittings shall be cement lined in
accordance with AWWA specification C1O4. Thepipeand fitting shall be installed
in accordance with the recommendations or the pipe manufacturer and consulting
engineer or his representative. The use of torque type wrench shall be mandatory
to tighten up the glands as required.
a 6. As additional ASTM, ASSA, PPI, NSF or AWWA specifications are
issued, the pipe and specials shall be modified to conform to these specifica-
tions.
7. The consulting engineer may specify by brand name the manu-
facturers of approved materials that may be used.
8. The pipe shall be permanently marked by the manufacturer and
coded for the date, batch and shift in which the pipe was made along with other
required marking as set forth in ASTM and P.S. standard specifications.
s
9. The pipe manufacturer shall furnish to the consulting engineer
i certified copies of test results performed in accordance with the following
paragraphs of Appendix A-4 of ASTM 2513 "Recommended In -Plant Quality Control
Program for Plastic Pipe and Fittings".
A-4.1 Introduction
A-4.2 Material.
A-4.3 Pipe Tests
A-4.5 Method of Tests
A-4.6 Marking
10. The warranties set forth in the consulting engineer specifica-
tions shall govern both workmanship and material and shall be for a period of not
less than one (1) year from the date of acceptance by the Owner or his agents
The warranty of the material by the supplier shall be in writing to the contractor,
who will forward copies to the Owner of the system for a permanent record. Any
material failure shall be 'replaced at no cost to the Owner.
g. Polyvinyl Chloride (PVC) Pressure Pipe - Selection:
I_ 1. All PVC pipe shall be selected from the following table in
accordance with the maximum static pressure of the water system.
(
L Maximum
Static Pressure SDR Pressure Ratinq or Pipe
210 psi 14 315
150 psi 18 250
120 psi 21 200 (min. for 6" or larger pipe)
3- 90 psi or below 25 160 (min. for 4" or smaller pipe:
22-04. CATE VALVES: Cate valves shall conform to the latest specifications
for gate valves as adopted by the AWWA. Gate valves shall be designed for an
'operating pressure of 150 psi or better and, shall be double -disk, parallel seat
type, iron body, bronze mounted, inside screw, non -rising stem,.with "0" Ring
' 22-3
. 4
c. Polyvinyl Chloride (PVC) Pressure Pipe - Four Inch and Smaller
Diameter PVC Pipe:
1. Pipe and fittings shall be manufactured from JSF approved Type
1, Grade 1, PVC conforming to ASTM resin specifications D-1784 as amended and/or
revised and shall be stamped with the NSF seal of approval and permanently marked.
2. The pipe shall have a pressure rating of at least 160 psi at
730 F. and conform to the requirements of specifications ASTM D-2241-69 and
product standard PS 22-70 and with standard dimension ratio SDR-26.
3. Provision shall be made for expansion and contraction at each
joint by use of a gasket type joint and integral bell or equal.
4. The pipe manufacturere shall he a member of the Plastic Pipe
Institute or American Water Works Association.
5. All fittings and specials used in connection with the pipe shall
conform to recommendations by the pipe manufacturer or be of proven equal. The
pipe and fittings shall be installed in accordance with the recommendations of the
pipe manufacturere and consulting engineer and be installed under the supervision
of an engineer.
6. As additional ASTM, ASA, PPI, NSF or AWWA specifications are'
issued, the pipe and specials shall be modified to conform to these specifications.
f. Polyvinyl Chloride (PVC) Pressure Pipe - 4 Inch and larger PVC
Pipe: NOTE - AWWA C-900-81 Specification shall supercede the following where
applicable.
1. The pipe shall be manufactured from NSF approved material that
conforms to ASTM D-1784 Type 1, Grade 1 (PVC 1120) resins, and the pipe shall be
stamped with the NSF seal of approval and permanently marked.
O . 2. The pipe shall have a pressure rating of at least 200 psi at
73 F. and conform to the requirements of specifications ASTM D-2241-69, and
Product Standard PS 22-70 as amended and/or revised, and with standard dimension
ratio. (SDR) of 21. The pipe with extruded bells shall be furnished in not more
than 20 foot length. Pipe with double gasket type of coupling may be furnished
in 40 foot joints. Only molded and machined double gasket coupling shall be
allowed with pipe in 20 foot and longer joints.
3. Provision shall be made for expansion and contraction at each
joint by use or a gasket type joint.
4. The pipe manuractuer shall be a member of the Plastic Pipe
Institute or American Water Works Association and shall have manufactured the
pipe and joint proposed for use for not less than rive (5) years.
5. All fittings and specials used in connection with the pipe
shall conform to AWWA short or long bodied cast iron fittings using a mechanical
joint system with hardened or duck tipped type or rubber gaskets in accordance
22-2
. bi
a
• 22-09. TAPPING SADDLES (SERVICE CLAMPS): Tapping saddles For use with cast
f iron pipe shall be of bronze, cast iron, malleable iron or ductile iron with
straps of bronze, iron or steel. .-Iron or steel.straps and nuts shall have a heavy
cadmium or galvanized plating applied after threads have been cut and finished.
All saddle straps and nuts, of material other than bronze, shall be heavily field
• coated with tar enamel after installation. The coal -tar enamel shall be applied to
• completely dry saddles, straps, and nuts.
Tapping saddles for use with Asbestos -Cement pipe shall be of bronze with bronze
flat straps such as the Smith -Blair Type 32 or 323; Jones Type J-955, J-959; or
Baker Saddles, or approved equal.
All saddles shall be tapped for Mueller Corporation stop threads. Gaskets for all
saddles shall be of rubber or neoprene.
22-10. COPPER TUBING: Copper tubing shall be of soft annealed type K -6(a) A.S.
T.N. Specification 888-55. Copper tubing shall be bent only with the use of approve
tube benders and without any kinks or sharp bends.
22-11. STEEL FITTINGS: All steel fittings shall be fabricated so that each
separate run of each arm of a fitting will be not less than 15".
22-12. COUPLINGS: Couplings called for under the bid items as transition
• coupling steel shall be either Smith -Blair Type 413 or Baker Series 212, or Dresser
Style 62 reducing couplings; couplings called for in the bid proposal as allsteel
shall be Dresser Style 38, or Smith -Blair Type 411 or Baker Allsteel Coupling
Series 200. Bolts shall be standard For the sleeve specified. All couplings
shall be tarred and wrapped. Payment for this item shall include all bolts,
} gaskets, tarring and wrapping complete in place. Contractor shall stock all
gaskets necessary to couple different O.D. steel pipe as well as the steel used
in fabricating Fittings.
22-13. HYDROSTATIC TESTS: See Section 18-2 "Hydrostatic Tests"
22-14. DISINFECTING WATER MAINS AND WELL PIPING:
a. All new waterwork structures and pipeline and fitting shall be dis-
infected with a dosage of 50 mg/1 of chlorine. This dosage will remain within the
- structure, pipelines and fittings for a period of not less than 24 hours at which
time the chlorine residual will be tested. This chlorine residual must be at least
25 mg/1.
b. If the chlorine residual does not contain 25 mg/l after the 24 bout
period the disinfection will be repeated as required until the desired residual has
been obtained.
co The disinfecting of the waterwork structure, pipelines and fittings
shall be in accordance with AWWA C601-81 and the reservoir shall be disinfected in
accordance with D102-78, Section 5, First Method.
d. No waterworks, pipelines or fittings will be accepted for use until
satisfactory sterilization has been obtained.
22-5
A
Seals,
with
standard hub
nut.
Gate
valves
shall open
counter clockwise and
shall
have a
mechanical
joint
ends,
unless
otherwise
required.
Six(6) inch gate valves with one mechanical joint end and one flanged end shall
have a mechanical joint end as specified for mechanical joint end fittings and
one end with an American Standard Class 125 Flange.
Cate valves of 20 inches and larger, unless otherwise required, shall be of hori-
zontal installation with enclosed bevel gearing with grease case and 4 -inch by-
pass valve such as the Mueller A -24E30-6-06 gate valve as described on page 13-11,
Section 13 on gate valves of the Mueller Catalog W-46, and shall be provided with
rollers, tracks and scrapers.
22-05. VALVE BOXES: Valve boxes shall be fourteen (14) gauge corrugated
steel, 12-1/2 O.D. inches in diameter and long enough to extend to shoulder
of valves and below the operating hub nut. Box shall have a cast iron ring and
cover. Ring and cover shall be of a type and quality as shown on the detail
sheet. Box shall be fastened together at vertical seam with three rivets equally
spaced. Galvanized valve boxes shall be dipped in coal -tar enamel. Coating shall
be at least 1/32 inches. Any boxes longer than the standard length of 0" to 37"
shall be paid for by the bid item for valve box extensions.
SPECIFICATION FOR AIR RELEASE VALVES: 1" APCO #142 Air and Vacuum
valve, cast iron body, stainless steel float and delrim trim.
22-06. SPECIFICATION FOR C.I. TAPPING SLEEVES: Tapping sleeves and tapping
crosses for 6" x 6" x 6" through 12" x 12" x 10" shall be made of cast iron with
mechanical joint end connections, with plain end gaskets, and shall be for use
with either class 150 A.C. and/or class 200 C.I. conforming with American Standard
Specification A21-8 or A21-6. For sizes of tapping sleeves 16" x 16" x 6" and
larger, the sleeve shall be made of C.I., the end connections shall be a calked
type and shall be for use on class 1:50 C.I. pipe. In some cases, the class of
pipe may be other than above and it will be the Contractor's responsibility to
insure that additional end gaskets are available for adaption. These tapping
sleeves are to be used where called for on the plans, to make a branch connection
into an existing C.I. or A.C. line under pressure. Any tapping sleeves or crosses
to be furnished under this contract shall be approved by the Engineer for design
of the body, for strength of section and for a water tight seal at both the longi-
tudinal and circumferential gaskets. All tapping sleeves and crosses shall have
a flanged outlet with a standard class 125 flange in the size called for on bid
proposal. The Owner shall have the option of using tapping sleeves and crosses
or using the usual insertion method with payment of a wet connection.
22-07. SAND BEDDING: Sand bedding shall be used when required, as per the
discretion or the Engineer, in rocky, hard lumps soils or acidic soils. The sand
shall extend 6" below the bottom of the pipe and 12" above the pipe and shall
extend sideways to the sides of the trench.
1
22-08. METER TRANSFERS: Meter services lines shall be installed as shown on
the detail plans. It shall be the duty or the Contractor to leave the water turned
on or off as found prior to meter transfers in order to obviate inconvenience to
the customer in one case or damage in the latter. Corporation stops and curb stops
.shall be or the type and quality specified by Owner. All stops shall be or the
round full opening type with no restriction in the opening below the nominal size,
end for use with copper tubing.
22-4
Y !
corrugated design or ,-,:,a '.:c,c to prevent slipping. ill cast iron pieces shat:
be cleaned or any rough ds_s or surfaces. Sharp e�_es shall be Flattened or
rounded and all excerc • shall be cleanedaNay from the finished castir.r.
the cover and plate snr.ii i;c ohalt painted. "sp
b, Lock r..d L.r'^^=' The lock and sprn,s shall be of bronze plurr':-
with brass torsion sprinj -ype.
Descriptive data plus drawincs of proposed meter boxes shall be submitted
for prior approval of engineer.
22-19. PAYMENT FOR TESTING: Payment for disinfect_cn, hydrostatic tests acz
bacteriological tests shall be considered as paid Fa, y'the unit bid price or
pipe.
a
22-7
t
w
• 22-15. BACTERIOLOGIC TESTING: All new waterwork structures and pipelines and
fittings shall have bacteriologic'tasting in accordance with AWWA Standards Speci-
fications C601-81.
The bacteriologic samples -shall be tested in two successive days after flushing
of the system and prior to the system being put to use. Bacteriological samples
shall be tested by the Arkansas Department of Health.
22-16. INTERFERENCE WITH SERVICE AND SCHEDULE OF WORK: The Contractor shall
obtain the permission of the Engineer before making any connections with existing
mains. The operation of any existing valves affected by the work will be performed
by the Contractor in co-operation with the Owner. The Contractor will be required
to arrange his construction program with a view of maintaining continuous service
to water users from existing facilities, to the fullest extent possible.
22-17. NON -CONDUCTING PIPE: All installations using plastic pipe, asbestos -
cement pipe or other non -conducting pipe shall have imbedded in the pipe or
strung on too of the pipe a metallic wire or other element which is detectable by
a metal detector after installation_
He shall, at all time, withhold construction work where any conflict in the service [
requirements occur, as directed by the Engineer.
Work shall be started upon the direction of the Engineer and shall be completed
in a prompt, efficient manner in coordination and co-operation with other utilities
concerned.
The Contractor may be required to do certain work at night, especially some wet
connections when, in the opinion of the Engineer, it will be necessary for the
convenience of the City and general public. In the case of any wet connections
where shut -offs of existing water lines will be made, the Contractor shall notify
each household, office or any water user that shut-off will be made, giving full
detail. Also, the Contractor and the Engineer shall determine when these shut-
offs will be made so that notice may be inserted in the local newspapers. Both
procedures shall be done so as to give the water users ample time to provide
themselves with a temporary supply df water.
22-18. METER BOXES: Meter boxes as required in metered services line work -
shall be in accordance with plan details and shall include box, plate, cover, lock
and springs. A sidewalk plate shall be installed when the meter is located in a
sidewalk and a heavy sidewalk plate (driveway plate) shall be used when the meter
is located in a driveway.
Meter box shall be constructed of cast iron, concrete or corrugated steel,
or plastic with locking cover, ■
a.
Plate and
Ring:
The plates
shall
be of grey
cast
iron and
shall
meet A.S.T.M.
Standards.
The
plates shall
have
integrated
in the
casting
top a
22-6
4
30-03. BASIS OF PAYMENT
Work completed, accepted and measured as provided abunit described, steal shall
paid for at the contract unit price bid per
price shall be full
each item described, complete in place,
compensation for all excavation and backfiil, furnishing and
installing of this item, for all special to
atools,
equipment, labor, comand supervision necessary tospecwork.
MP -2
SECTION 30
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
30-01. GENERAL:
This section will specify the method of measurement for each item
as presented on the bid form.
30-02. METHOD OF MEASUREMENT:
a. All pipe installed in accordance with the plans and specifica-
tions and accepted by the Engineer shall be measured in place
by the unit for each size and description of pipe installed,
complete in place.
b. All sanitary manholes installed in accordance with the plans
and specifications and accepted by the Engineer shall be
counted and measured in place by the unit and description of
manhole installed, complete in place.
c. All pavement repair constructed in accordance with the plans
and specifications and accepted by the Engineer shall be
measured in place by the unit installed, complete in place.
d. All A.H.T.D. Class 7 crushed stone (old AHTD SB-2) installed
in accordance with the plans and specifications and accepted
by the Engineer shall be measured in place by volume, compared
with the truck weight ticket supplied by the quarry, of base
material, complete in place.
e. All concrete installed in accordance with the plans or at the
direction of the Engineer, Owner, or specifications and
accepted by the Engineer, shall be measured in place by the
unit installed, complete in place.
f. All construction staking shall be the responsibility of the
Contractor as indicated in Section 10 of the General Conditions
and shall be included in the unit price for pipe installation,
complete in place.
g. The destruction of indicated sanitary manholes and plugging
of abandoned sanitary sewer mains shall be included in the
price of pipe installed.
h. All existing service reconnection wyes installed in accordance
with the plans and specifications and accepted by the Engineer
shall be counted in place.
MP -1
W