HomeMy WebLinkAboutResolution - 5852 - Contract- Utility Contractors Of America Inc- Dupree Park Sewer Main Replacement - 05/14/1998RESOLUTION NO. 5852
Item #26
May 14, 1998
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock a Contract with Utility
Contractors of America, Inc., of Wolfforth, Texas, to install and furnish all materials and
services for the Dupree Park Sewer Main Replacement, and all related documents. Said
Contract is attached hereto and incorporated in this Resolution as if fully set forth herein
and shall be included in the minutes of the Council.
Passed by the City Council this 14th day of May '1998.
ATTEST:
Darnell, City ecretary
APPROVED AS TO CONTENT:
Victor Kilm , Purchasing Manager
APPROVED AS TO FORM:
am de Haas, Municipal Contracts Attorney
Wd: dk/Utility-Contract.res.doc
ccdocs/May 4, 1998
CITY OF LUBBOCK
SPECIFICATIONS FOR
DUPREE PARK SEWER MAIN REPLACEMENT
BID #98083
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CITY OF LUBBOCK
Lubbock, Texas
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P.O. Box 2000
Lubbock, Texas 79457
(806) 775-2167 • Fax (806) 775-2164
MAILED TO VENDOR:
OLD CLOSE DATE:
NEW CLOSE DATE:
ITB #98083, Addendum #1
Office of
Purchasing
ADDENDUM 0
ITB #98083
Dupree Park Sewer Main Replacement
April 14,1998
April 16,1998 @ 3:00 P.M.
April 23, 1998 @ 2:00 P.M.
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any item called for in the ITB documents is supplemented here, the original requirements, not
affected by this addendum, shall remain in effect.
1. On the General Instructions to Bidders, Section #5, Time and Order for Completion, please change
the first sentence to read as follows:
"The construction covered by the contract documents shall be fully completed within 30 (THIRTY)
WORKING DAYS from the date specified in the Notice to Proceed issued by the City of Lubbock to
the successful bidder."
2. Please submit your bid on the revised Bid Submittal Form noting the change in Item #1.
3. A working day shall be defined as any day that condition would permit the contractor to work at least
7 hours. The City Inspector will determine whether or not any day is to be considered a working day.
If the Contractor disagrees with the inspector's determination, he may request a determination by the
Chief Engineer. The Contractors request must be submitted in writing to the Chief Engineer within
10 working days of receiving notice of the Inspector's determination of the working days used. The
Chief Engineer will be the final authority in determining working days. Weekends and holidays will
not be considered working days unless the Contractor request permission to work these days. If the
Contractor desires to work weekends or holidays, those days will be counted as working days. No
consideration will be given to any request by the Contractor for additional working days.
4. Bids for MicroTunnel and dry bore installation methods will be considered. Any bids of this nature
shall include specifications for the casing and carrier pipes. All other specifications for backfilling,
compaction, protection of utilities and re -sodding the surface shall remain in effect. All Contractors
are reminded that the flowlines are fixed at both ends of this project. There is no allowable deviation
form the grade established on the plans.
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ITB #98083, Addendum #1
5. The Close Date has changed
From: April 16, 1998 c@ 3:00 P.M.
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To: April 23, 1998 @ 2:00 P.M.
All requests for additional information or clarification must be submitted in writing and directed to:
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Laura Ritchie, Buyer
City of Lubbock
P.O. Box 2000
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Lubbock, Texas 79457
Questions may be faxed to:
(806)775-2164
or Email to:
LRitchie@mail.ci.lubbock.tx.us
THANK YOU,
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Laura Ritchie
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Buyer
PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID
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BID SUBMITTAL
UNIT PRICE BID CONTRACT
PLACE:
DATE:
PROJECT NUMBER: #88083 - DUPREE PARK SEWER MAIN REPLACEMENT
Bid of (hereinafter called Bidder)
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction of a
having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract
documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of
the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and
supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time
set forth therein and at the price stated in Exhibit "A".
The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the
accompanying forms, for performing and completing the said work within the time stated and for the prices stated in Exhibit
"A" of this bid.
Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written
"Notice to Proceed" of the Owner and to fully complete the project within 30 (THIRTY) working days thereafter as
stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated
damages the sum of $500.00 (FIVE HUNDRED DOLLARS) for each consecutive calendar day in excess of the time set
forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract
documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with
instruction number 21 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the
bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days
r after the scheduled closing time for receiving bids.
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The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the
plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to
*. commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on
which he has bid; as provided in the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or
certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable
without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total amount of
the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within
(ten) 10 days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certified Check for
Dollars ($ ) or a Bid Bond in the sum of Dollars
which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by
the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the
Owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check
or bond shall be returned to the undersigned upon demand.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract
documents made available to him for his inspection in accordance with the Notice to Bidders.
Authorized Signature
(Printed or Typed Name)
Company
Address
City, County
State Zip Code
Telephone:
Fax:
(Seal if Bidder is a Corporation)
ATTEST:
{ Secretary
rBidder acknowledges receipt of the following addenda:
Addenda No.
Date
Addenda No.
Date
Addenda No.
Date
!. Addenda No.
Date
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LIST OF SUBCONTRACTORS
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Minority Owned
Yes No
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CITY OF LUBBOCK
INVITATION TO BID
FOR
TITLE: DUPREE PARK SEWER MAIN REPLACEMENT
ADDRESS: LUBBOCK, TEXAS
BID NUMBER: 98083
PROJECT NUMBER: 9424.9242.30000
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
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INDEX
1.
NOTICE TO BIDDERS
2.
GENERAL INSTRUCTIONS TO BIDDERS
3.
BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS
4.
PAYMENT BOND
5.
PERFORMANCE BOND
6.
CERTIFICATE OF INSURANCE
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CONTRACT
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8.
GENERAL CONDITIONS OF THE AGREEMENT
9.
CURRENT WAGE DETERMINATIONS
10.
SPECIFICATIONS
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NOTICE TO BIDDERS
BID #98083
Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the
office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 3:00
o'clock p.m. on the 16th day of April. 1998, or as changed by the issuance of formal addenda to all planholders, to
furnish all labor and materials and perform all work for the construction of the following described project:
"DUPREE PARK SEWER MAIN REPLACEMENT"
After the expiration of the time and date above first written, said sealed bids will be opened in the office of the
Purchasing Manager and publicly read aloud.
It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager for
the City of Lubbock, prior to the expiration of the date above first written.
The City of Lubbock will consider the bids on the 14th day of May., 998 at the Municipal Building, 1625 13th
Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids
t` and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with
Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price
exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253,
Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000.
rr Said statutory bonds should be issued by a company carrying a current Best Rating of B or superior, as the rating of the
bond company is a factor that will be considered in determination of the lowest responsible bidder.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified
r» check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without
recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a
guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of
award of the contract to him.
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1 It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local
conditions under which the work is to be done. It shall be understood and agreed that all such factors have been
thoroughly investigated and considered in the preparation of the bid submitted. There will be a pre-bid conference on 9th
Io day of April, at 9:00 o'clock a.m., in the Purchasing Conference Room L04, Lubbock, Texas
Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included
in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is
specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a,
Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the
contractor of the prevailing rates of wages as heretofore established by owner in said wage scale.
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this
advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to
this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in
consideration for an award.
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The City of Lubbock does not discriminate against persons with disabilities. Ci of Lubbock pre-bid meetings and
bid openings are available to all persons regardless of disability. If you would like bid information made available in a more
accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 767-
2281 at least 48 hours in advance of the meeting.
CITY OF LUBBOCK
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VICTOR KIL AN
PURCHASING MANAGER
Bid documents may be obtained upon request from the Purchasing Department at 162513th Street,
Room L-04, Lubbock, Texas 79401; Telephone (806)775-2167/Fax (806)775-2164.
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3.
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5.
GENERAL INSTRUCTIONS TO BIDDERS
SCOPE OF WORK
The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to
complete this project in accordance with contract documents for, the DUPREE PARK SEWER MAIN
REPLACEMENT.
CONTRACT DOCUMENTS
All work covered by this contract shall be done in accordance with contract documents described in the General
Conditions.
All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the
construction of this project and shall be responsible for the satisfactory completion of all work contemplated by
said contract documents.
PLANS FOR USE BY BIDDERS
It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by
the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without
charge of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice
to Bidders.
BIDDER INQUIRIES
No bidder shall request any information verbally. All written requests for additional information or clarification
concerning this bid must be addressed to:
TIME AND ORDER FOR COMPLETION
LAURA RITCHIE
BUYER
CITY OF LUBBOCK
P.O. BOX 2000
LUBBOCK, TX 79457
FAX (806) 775-2164
,.� The construction covered by the contract documents shall be fully completed within 30 (THIRTY) consecutive
calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful
bidder.
The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the
City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the
contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by
the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may
t direct the Contractor to take such action as the City deems necessary to insure completion of the project within the
time specified.
6. PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the
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contract documents.
7. AFFIDAVITS OF BILLS PAID
The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute
an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements
contemplated by the contract documents have been paid in full and that there are no claims pending, -of which the
Contractor has been notified.
8. MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade will
be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve
the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until
incorporated into the project. The presence or absence of a representative of the City on the site will not relieve
the Contractor of full responsibility of complying with this provision. The specifications for materials and methods a
set forth in the contract documents provide minimum standards of quality which the Owner believes necessary to
procure a satisfactory project.
9. GUARANTEES
All equipment and materials incorporated in the project and all construction shall be guaranteed against defective
materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general
guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all
damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from
date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner
(City of Lubbock).
Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants
fault -free performance and fault -free result in the processing date and date -related data (including, but not limited
to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services
provided under this Contract, individually or in combination, as the case may be from the effective date of this
Contract. Also, the Contractor warrants the year 2000 calculations will be recognized and accommodated and will _
not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may
require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all
the obligations contained herein.
The obligations contained herein apply to products and services provided by the Contractor, its sub -contractor or
any third party involved in the creation or development of the products and services to be delivered to the City of
Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City
of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its
right pertaining to termination or default.
The warranties contained herein are separate and discrete from any other warranties specified in this Contract,
and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability
which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated
in this Contract by reference.
10. PLANS FOR THE CONTRACTOR
The contractor will be furnished one set of plans and specifications, and related contract documents for his use
during construction. Plans and specifications for use during construction will only be furnished directly to the
Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or
others, as required for proper prosecution of the work contemplated by the Contractor.
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11. PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials,
supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any
and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the
date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have
been opened and before the contract has been awarded, to require of a bidder the following information:
(a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by
the intended contract and all work in progress with bond amounts and percentage completed.
(b) A sworn statement of the current financial condition of the bidder.
(c) Equipment schedule.
12. TEXAS STATE SALES TAX
This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article
20.04 of the Texas, Limited Sales, Excise and Use Tax Act.
i The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials
to be incorporated into the work without paying the tax at the time of purchase.
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13. PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a
way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or
other underground structures which might or could be damaged by Contractor during the construction of the
project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the
location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve
the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by
Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by
�.., Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense.
14. BARRICADES AND SAFETY MEASURES
The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and
shall take such other precautionary measures for the protection of persons, property and the work as may be
necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs,
and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and
replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of
barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of
acceptance of the project.
15. EXPLOSIVES
The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from
the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume
full responsibility for all damage which may occur as a direct or indirect result of the blasting. In addition, in all
r-� cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life
or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or
corporations engaged in similar type of construction activity.
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Explosive materials shall not be stored or kept at the construction site by the Contractor.
In all cases where explosives are to be used during the construction of the project contemplated by this contract, it
shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in
proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given --
sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their
property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage
resulting from his blasting operations.
16. CONTRACTOR'S REPRESENTATIVE
The successful bidder shall be required to have a responsible local representative available at all times while the —
work is in progress under this contract. The successful bidder shall be required to furnish the name, address and
telephone number where such local representative may be reached during the time that the work contemplated by
this contract is in progress. -�
17. INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the
General Conditions of the contract documents, from an underwriter authorized to do business in the State of
Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of
cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All
policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor
shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as
hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall
be carried with an insurance company authorized to transact business in the State of Texas and shall cover all
operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate
policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each
and all coverage's shall be submitted prior to contract execution.
The insurance certificates furnished shall name the City as an additional insured, or in the alternative,
shall be accompanied by a statement from the Contractor to the effect that no work on this particular
project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all proof
of coverage insurance documents including workers compensation coverage for each subcontractor.
18. LABOR AND WORKING HOURS
Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included
in these contract documents. The wage rate which must be paid on this project shall not be less than specified in
the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further
directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the
wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of .}
general prevailing rate of per diem wages in these contract documents does not release the Contractor from
compliance with any wage law that may be applicable. Construction work under this contract requiring an
inspector will not be performed on weekends or holidays unless the following conditions exist:
(1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service
to its citizens.
(2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is
approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort
to complete the contract within the allotted time.
Before construction work requiring an inspector is to be performed on weekends or.holidays, the Contractor must
notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires
to do work and obtain written permission from the Owner's Representative to do such work. The final decision on
whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's
Representative.
In any event, if a condition should occur br arise at the site of this project or from the work being done under this
contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work,
regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer
dangerous to property or life.
19. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS
The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project
under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount,
not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the
work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or
Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his
classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the
copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made,
1 or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees
according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which
schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on
whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each
l calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his
particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these
contract documents.
20. PROVISIONS CONCERNING ESCALATION CLAUSES
E" Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or
C ; decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the
bidder without being considered.
21. PREPARATION FOR BID
The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled
in and the bidder shall state the price both in words and numerals, for which he intends to do the work
contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or
typewritten. In case of discrepancy between the price written in words and the price written in figures, the price
written in words shall govern. If the bid is submitted by an individual, his name must be signed by him or his duly
authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each
member must be given and the bid signed by a member of the firm, association or partnership, or person duly
authorized. If the bid is submitted by a company or corporation, the company or corporate name and business
address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing
agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid
shall be executed in ink.
Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed
on the outside of the envelope in the following manner:
(a) Bidder's name
(b) Bid for (description of the project).
Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no
bid may be withdrawn or altered thereafter.
22. BOUND COPY OF CONTRACT DOCUMENTS
Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the
following:
(a) Notice to Bidders. —
(b) General Instructions to Bidders.
(c) Bidder's Submittal.
(d) Statutory Bond (if required). _
(e) Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
(j) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders.
If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered
incorporated by reference into the aforementioned contract documents.
23. QUALIFICATIONS OF BIDDERS
The bidder may be required before the award of any contract to show to the complete satisfaction of the City of
Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein
in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy
the City of Lubbock in regard to the bidder's qualifications. The City of Lubbock may make reasonable
investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the
bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of
Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to
satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to
complete the work described therein. Evaluation of the bidder's qualifications shall include: —
1. The ability, capacity, skill, and financial resources to perform the work or provide the service required.
2. The ability of the bidder to perform the work or provide the service promptly or within the time specified,
without delay or interference.
3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder.
4. The quality of performance of previous contracts or services.
6
No Text
r
BID SUBMITTAL .
UNIT PRICE BID CONTRACT
'`— PLACE: Ci fu o1 l Abye_k
U
DATE:7 3 f
PROJECT NUMBER: #98083 - DUPREE PARK SEWER MAIN REPLACEMENT
Bid of l !;1i tN __rn t1,1z 1r25 or AM `c ,t �C
(hereinafter called Bidder)
I/
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction of a lJ�� �^e i�� •S�.�u2 ///� ;,,�
having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract
documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of
the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and
supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time
set forth therein and at the price stated in Exhibit "A".
The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the
accompanying forms, for performing and completing the said work within the time stated and for the prices stated in Exhibit
"A" of this bid.
Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written
"Notice to Proceed" of the Owner and to fully complete the project within 30 (THIRTY) consecutive calendar days
thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner
1. as liquidated damages the sum of $500.00 (FIVE HUNDRED DOLLARS) for each consecutive calendar day in excess of
the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the
contract documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with
instruction number 21 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the
bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days
after the scheduled closing time for receiving bids.
z
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days
after the scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the
' plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to
commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on
which he has bid; as provided in the contract documents.
k
Bidders are required, whether or not a payment or performance bond Is required, to submit a cashier's check or
certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable
without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total amount of
the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within
(ten) 10 days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certifie Check for
Dollars ($ ) or a Bid Bond in the sum of °42 Dollars ($ JI
which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by
the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the
Owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check
or bond shall be returned to the undersigned upon demand.
F
i Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract
documents made available to him for his inspection in accordance with the Notice to Bidders.
Aut �o ' d&ature
(Printed or Typed Name) �1
'f vfiecfoi vT �e9
Compan
Address
City, County
State Zip Code
Telephone: 06 - jr66 y3 flJ
Fax: 9'0 - ''GG' -- 5!5 [�
(Seal if Bidder is a Corporation)
f ATTEST:
Secretary
Bidder acknowledges receipt of the following addenda:
Addenda No. Date
Addenda No. Date
�^ Addenda No. Date
@ Addenda No. Date
Pi
tihibit "A"
Bid for Unit Price Contract
Dupree Park Sewer Main Replacement
Item Estimated Units Description
Quantities
1.) 740 feet L. F. 24 inch approved sewer pipe, including trench
safety and embedment, famished and installed
complete in place, 10- 12 foot cut for the unit
bid price of;
Materials
Labor
Total
2.) 2
Materials
Labor
Total
3.) 12
Each Standard manhole, 4 feet depth, 5 feet diameter
complete and in place, including base, stubouts
embedment, excavation, backfill and trench safety
measures for the unit price bid of; (each)
($ /, baa ve. )
Materials 15;
Labor
Total
V. F. Extra vertical foot of standard manhole, 5 foot
diameter, complete and in place, including
excavation, backfill and trench safety measures
for the unit price bid of;
.V/'O tel!/, /;"o-'- , ($ 6�- e2V
i
4.) 1
J
r-
Materials
Labor
Total
PM
5.) 658
J
Materials
Labor
'r Total
A
Total Bid, Items 1 - xi -
Materials.
J
Labor i.c
f
Total
J
-�" SIGNATURE
Lump Sum Repair paving as per specifications, complete and in
_1 Fns tl a unit r%riry 1%;A of.
Square Yard Re-establish turf on all bare ground as per Section
02938, SODDING. Complete and in place for the
DATE
i , ($ 3� 3391 A
I
1.
2.
3.
4.
5.
6.
S.
9.
10.
n
LIST OF SUBCONTRACTORS
Minority Owned
Yes No
5
t
4
PAYMENT BOND
r-`
i'
ollb
,ft
BOND CHECK
Palo
BEST GATING �----�
LICE ,� int TEXAS
BY
DAT' —.
BOND NO. S-600-9808
I' STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
P" (CONTRACTS MORE THAN $25,000)
UTILITY CONTRACTORS OF
KNOW ALL MEN BY THESE PRESENTS, that AMERICA, INC. (hereinafter called the Principal(s), as
Principal(s), and
�., WASHINGTON INTERNATIONAL INSURANCE COMPANY
(hereinafter called the Sure s), as Surety(s), are held.and firmly bound unto the City of Lubbock (hereinafter caped the
Obligee), in the amount of SIXTY ONE THOUSAND SEVEN HUNDRED Dollars ($ 61,723. 00) lawful money of the
R^ United States for the paymavwer, MOP -urefy-md themselves, and their heir;, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents.
�^ WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 14THday of
MAY ,19 98 ,to BID #98083 - DUPREE PARK SEWER MAIN REPLACEMENT
FM
6 .
and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in
the amount of said contract which contract is hereby. referred to and made a part hereof as fully and to the same extent as
if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all
claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said
contract, then, this. obligation shall be void; otherwise to remain in full force and effect;
'^ PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the
Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said
Article to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this
19TH day of MAY 19 98.
WASHINGTON INTERNATIONAL
INSURANCE COMPANY UTILITY CONTRACTORS OF AMERICA,
Surety Principal INC.
• s
,By. By:
(Title) HOWARD COW (tit/ ix
ATTORNEY-IN-FACT
By:
(Title)
By:
(Title)
C.
The undersigned. surety company represents that it is duly qualified to do business in Texas, and hereby
�., designates HOWARD COWAN an agent resident in Lubbock County to whom any requisite notices may be delivered
and on whom service of process may be had in matters arising out of such suretyship.
" WASHINGTON INTERNATIONAL
INSURANCE COMPANY
Surety
C
. By.
itle) HOWARD COWAN
ATTORNEY—IN—FACT
Approved as to form:
City of Lubbock
J' City Attorney
�.. ' Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing
that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of
attorney for our files.
r
r IMPORTANT NOVICE
To obtain information or make a complaint:
You may contact the Texas Department of Insurance to obtain
r information on companies, coverages, rights or complaints at:
1-800-252-3439
rr You may write the Texas Department of Insurance:
l:
P.O. Box 149104
Austin, TX 78714-9104
S : FAX # (512)475-1771
PREMIUM OR CLAIM DISPUTES:
Should you have - a dispute concerning your premium or about a claim
you should contact the agent or the company first. If the dispute is not
resolved, you may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY:
This notice is for information only and does not become a part or
condition of the attached document.
F"
y
I
WASHINGTON INTERNATIONAL INSURANCE COMPANY
PbWkk 6)F ATTd RiVEY
KNOW ALL BY THESE PRESENTS: That the Washington International Insurance Company, a corporation organized and existing under the lam
of the State of Arizona, and having its principal office in the Village of Itasca, Illinois does hereby constitute and appoint
HOWARD COWAN, KEVIN DUNN AND MARLA HILL EACH IN THEIR SEPARATE CAPACITY
-*s true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and ail bonds and undertakings, recognizances,
C
ontracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required, or permitted by law, statute, rule,
regulation, contract or otherwise, and the execution of such instrument(s) In pursuance of these presents, shall be as binding upon the said Washington
International Insurance Company as fully and amply, to all intents and purposes, as if the same has been duty executed and acknowledged by its
.President and its principal office.
This Power of Attorney shall be limited in amount to $5,500,000.00 for any single obligation.
o.• Mis Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, 1078,
July 3, 1980 and October 21, 1986 which read, in parkas follows:
` 1. The Chairman of the Board, President, Vice President, Assistant Secretary, Treasurer and Secretary may designate Attomeys4n-Fact, and
authorize them to execute on behalf of the Company, and attach the Seat of the Company thereto, bonds, and undertakings, recognizances.
contracts of indemnity and other writings obligatory in the nature thereof, and to appoint Special Attorneys -in -Fact, who are hereby authorized
t to certify copies of any power-of-attomey issued in pursuant to this section and/or any of the By -Laws of the Company, and to remove, at any
time, any such Attorney -in -Fact or Special Attorney4n-Fact and revoke the authority given him.
�.2 The signatures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secretary; and the corporate
seal of the Company, may be affixed to any Power of Attorney, certificate, bond or undertaking relating thereto, by facsimile. Any such Power
1 of Attorney, certificate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary course of business shall
be valid and binding upon the Company.
IN TESTIMO
affixed by its
International Insurance Company has caused this instrument to be signed and its corporate seat to be
r 9th day of May, '
. ter• WASO
'
Steven
STATE 0 COUNTY OF01S RIZON�r``•
INSURANCE COMPANY
Vice -President
70n this 19th day of May,1997, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly
t swom, said that he is the therein described and authorized officer of the Washington International Insurance Company, that the seal affixed to said
instrument is the Corporate Seal of said Company, �►
7N eft
"OFFICIAL SEAL"
` MICHELLE HOWERTON
Notary Public, Slate cf illinois
hty Commission Expires 09/07199
CERTIFIC TE
7STATE OF iLLINOIS)
,COUNTY OF COOK)
and afrpced my
My Commission
7,1999
day and year first above written.
1, the undersigned, Vice -President of WASHINGTON INTERNATIONAL INSURANCE COMPANY, an ARIZONA Corporation, DO HEREBY CERTIFY
r -that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Article Iii, Section 5
of the By -Laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, are now in force.
Signed and seated in the County of Cook. Dated the 19TH day of MAY is .98
Jam�c� A.�a'rpente ice-Presi ent
s..
No Text
r
. BOND NO. S-600-9808
STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
,., (CONTRACTS MORE THAN $100,000)
UTILITY CONTRACTORS OF AMERICA,
KNOW ALL MEN BY THESE PRESENTS, that INC. (hereinafter called the Principal(s), as Principal(s), and
WASHINGTON INTERNATIONAL INSURANCE COMPANY
(hereinafter called the SureWfVta O ure 6s),Jare he d and firmly bound unto the City of Lubbock (hereinafter called the
Obligee), in the amount of S HUNDREDDollars ($61,723.00 ) lawful money of the
t;AUnited States for the paymen w ereo , e sal nn ipa and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 14THay of
MAY ,1998. to BID #98083 - DUPREE PARK SEWER MAIN REPLACEMENT
and said principal under thelaw irequired red before commencing the work provided for in said contract to execute abond in
the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as
if copied at length herein. .
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully
perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void;
otherwise to remain in full force and effect.
. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the
Texas Government Code,. and all liabilities on this bond shall be determined in accordance with the provisions of said
article to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 19TH
E day of MAY . 19 98 .
WASHINGTON INTERNATION
INSURANCE ANY UTILITY CONTRACTORS OF AMERICA,
Surety Principal IN
r� By; By;
(Title) HOWARD COWAN ( I
ATTORNEY-IN-FACT
By:
(Title)
By:
(Title)
i
The undersigned. surety company represents that it is duly qualified to do business in Texas, and hereby
designates HOWARD COWAN an agent resident in Lubbock County to whom any requisite notices may be delivered and on
whom service of process may be had in matters arising out of such suretyship.
WASHINGTON INTERNATIONAL
INSURANCE COMPANY
Surety
(Title) HOWARD 'COWAN
ATTORNEY-IN-FACT
�., Approved as to Form
City of Lubbock AA
City Attorney
" Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing
that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of
attorney for our files.
I.
i.
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2
No Text
JUN— 2-98 TUE 1:17 PIT ALAN HENRY II1S 1PAll"EF ll+ , 1+8ail;+7 7b 5
T FM
PRODUCER
Alan Henry Ins. Agency, Inc.
3407 19th street
Lubbock, TX 79410
Dan arM<VorYY►
f
06/02/96
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW.
COMPAW
A TRANSCONTINENTAL INSURANCE CCMPAN'r
1NSURCD CO~
Utility Contractors Of BTRANSPORTATION INSUPANCE COMPANY
America, Inc. OWPANY
927 Highway 62/82 _
wolfforth, Tx 79382 COMPANY
S�'br'%.ie:v.`i •� . : a,k :%�? ' —..,w„>•,'; < i,tit.., K..Y"^ 'in: Y” � v:k'I:i. H:x".: ':?fSo. � -x:>x,.:.:e ayc;4bj'..2i :o'r.^::.F::b. 4 :t S k �,d � �.ti y. t
*^.^•;":Gn�ry ww.er,'3u'.'f•,..'.QMK.:w�'S"µ.3T.v. iz::�xev r..sz�:;f:.hXy%�.4�4�'�. x.�.e o- 4 �.n ..a..iiL'liSa. .L'.. 3.K; sf4. v:`.:?:,..y: ..
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTEO BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD <
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THw
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TEAMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
Do TYPE OF INSURANCE POLICY NUMBER POUCYEFFECTNE POLICYEXPIWITIONJ LIMITS
I LTR DATE (MWDD/YY) DATE (1141 1Wl„
IIENERAL LIABILITY : G9NM;AL AaOgECATE IS 2 0 0 0 0 0
A X ooMnnERcaL GeNERAL LIAeIUiY C 112 814 710 109/05/97 0 9/ 0 S/ 9 8' PRODUCTS . COMPMP AQG : t 100001111
CLAIMS 1AAOE 7XX CC"
OWNER'S & CONTRACTOR'S PROT
ALR'OUMLE LIABIUTY
A XIAHYAUTO C135754046
ALL OWNED AUTOS
60HEDULm AUTOS I1
X HIREO AUTOS I
X Nor;.OWNED AUTOS
GARAGE LIABILITY
ANY AUTO
9XCM LIABILITY
E X UMBRELLA FORM C 112 814 7 3 6
OTHER THAN UMBPZJA FORM
WORAXERS COMPENSATION AND
A EMPLOYERS' LIA ALM WC112 814 6 91
THE PRDPRETOFV IJCL
PARTNERS/DIFCUTVE
OFRCERBARE RX
N�ocl
OTHER
09/05/97�,09/0�/98
i
09/05/97:09/05/98
I A30REGAC3 TE
PERSON& & ADV NJURY S 10 0 0 0 3
4 EACH OCGUFPNCE I S_ 1 0 0 0 0 0
FIFE OAUAa; (Arty wo rral, It 50001
MED EXP ono Dom"I S 5 C ' N
09/05/97109/05/98,
COMBINED SINGLE LIMIT L
100000%c
_
EELLEACH ! s
BODILY INJURY S
_ACCIDENT
ELI DISEASE • POLICYUrns
i Pi pawn)
EL oneAsE • rlA EUIPLDYEE i t
i
I
i �o ppY S
Pw
�PADPERTYOAMAQUSS
AUTO ONLY • EA AC=Ml 6 i
OTHER THAN AUR] ONLY: I I
E°ArN ACCIDENT i t !
EACH OWURPENCE I S 10 0 0 C 3
09/05/97�,09/0�/98
i
09/05/97:09/05/98
I A30REGAC3 TE
i s
X aA I TH
fg
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_
EELLEACH ! s
50000
_ACCIDENT
ELI DISEASE • POLICYUrns
5 0 0 0 0
EL oneAsE • rlA EUIPLDYEE i t
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{
IEECRIpnONOFopemmoiws .oC.ATmsvEHNCLmisprciALITEMS
CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED ON AUTO AND GENERAL LIA-
BILITY AND A WAIVER OF SUBROGATION ON WORKER'S COMPENSATION IS GRANTED.
CITY OF LUBBOCK
1625 13TH STREET
LUBBOCK, TX 79457
06-02-98 13:09
■MOULD ANY OF THE ABOVE DIMCRIBED POLICIES BE CARCCILLM SSVGW TM
EXPIRATION DATE THEREOF, THE 199UINO COMPANY WILL ENDEAVOR TO NIHIL
.i..ii� DAYS WRITTON NOTICE TO THE URPMFICAT! HOLDeR NAMCD TO THL L=FT.
11,17 FAILURE TO BAIL SUCH NOTICE SHALL IMPOSE NO DBLKLLTIMS OR LAAAILITY
OF ANY KIND UPON THE COMPANY. ITS AWN -111 OR REPRUENIATIVES.
RECEIVED FROM:1+806+7976235
P.02
r
r
I
CITY OF LUBBOCK
INSURANCE REQUIREMENT AFFIDAVIT
To Be Completed by Appropriate Insurance Agent/Broker
Prior to Award of Contract
I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have
been reviewed by me with the below identified Contractor. If the below identified Contractor is awarded this
contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by
contractor, furnish a valid insurance certificate to the City meeting all of the requirements defined in this
bid/proposal.
"V 4;n��
Agent (Signature)
Name of Agent/Broker:
A rah Jgenr-1
Agent (Print)
cc f-nc.�, L,7c.
Address of Agent/Broker: 49 X 2 3 9 9
City/State/Zip: bo .% A 7 9 4f o— 32 9
Agent/Broker Telephone Number: (9_) 7 9 a- 3 7 7/
Date: 1 5 9
CONTRACTOR'S NAME: U11LITY CONTRACTORS OF AMERICA®
(Print or Type )
UTILITY CONTRACTORS OF AMERICA, INC.
CONTRACTOR'S ADDRESS: 827 MG MAY 62
TWS 78362
NOTE TO AGENTIBROKER
If this time requirement is not met, the City has the right to reject this bid/proposal and award the
contract to another contractor. If you have any questions concerning these requirements, please
contact the Purchasing Manager for the City of Lubbock at (806)775-2165.
BID #98083 - DUPREE PARK SEWER MAIN REPLACEMENT
2
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i
i
CONTRACTOR CHECKLIST
A CONTRACTOR SHALL:
(1) provide coverage for its employees providing services on a project, for the duration of the project based on
proper reporting of classification codes and payroll amounts and filling of any coverage agreements;
f^' (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity
prior to beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the contractor's current certificate of
coverage ends during the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing
services on the project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the
contractor knew or should have known, of any change that materially affects the provision of coverage of
any person providing services on the project;
(7) post a notice on each project site informing all persons providing services on the project that they are
required to be covered, and stating how a person may verify current coverage and report failure to provide
coverage. This notice does not satisfy other posting requirements imposed by the Act or other
commission rules. This notice must be printed in at least 19 point normal type, and shall be in both
English and Spanish and any other language common to the worker population. The text for the notices
shall be the following text provided by the commission on the sample notice, without any additional words
or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
�,. "The law requires that each person working on this site or providing services related to this construction project must (see
reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering
equipment and materials, or providing labor or transportation or other service related to the project, regardless of the
identity of their employer or status as an employee."
E "Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the legal
requirement for coverage, to verify whether your employer has provided the required coverage, or to
,.. report an employer's failure to provide coverage." and
C
(8) contractually require each person with whom it contracts to provide services on a project, to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing
of any coverage agreements for all of its employees providing services on the project, for the
duration of the project;
(B) provide a certificate of coverage to the contractor prior to that person beginning work on the
project;
(C) include in all contracts to provide services on the project the language in subsection (e) (3) of this
rule;
(D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during
*' the duration of the project;
(F) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days
after the person knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project; and
(H) contractually require each other person with whom it contracts, to perform as required by
paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they
are providing services.
No Text
CONTRACT
STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this le day of May,1998 by and between the City of Lubbock,
County of Lubbock, State of Texas, acting by and through Windy Sitton, Mayor, thereunto authorized to do so, hereinafter
referred to as OWNER, and Utility Contractors of America. Inc. of the fly of Wolfforth, County of Lubbock and the
State of Texas hereinafter termed CONTRACTOR.
WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and
performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the
•- CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements
described as follows:
BID # 98083 - DUPREE PARK SEWER MAIN REPLACEMENT - $61,723.00
and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own
proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance
and other accessories and services necessary to complete the said construction in accordance with the contract
documents as defined in the General Condition of Agreement.
.., The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have
been given to him and to substantially complete same within the time specified in the contract documents.
The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with
f^ the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make
payment on account thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County,
Texas in the year and day first above written.
APPROVED AS TO FORM:
City Attorney
ATTEST:
Corp ra Secretary
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CITY O LUBBOCK ERAS WNF )
By
MA R
CONTRACTOR:
UTILITY C NTRACTO3 S'OF AMERICA,INC.
By:
PRINTD NAME:_?
TITLE: m
COMPLETE ADDRESS:
Utility Contractors of America, Inc.
927 Hwy 62
Wolfforth, TX 79382
No Text
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5.
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OWNER
Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of
Lubbock, Texas.
CONTRACTOR
Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co-
partnership or corporation, to wit UTILITY CONTRACTORS OF AMERICA, INC. who has agreed to perform the
work embraced in this contract, or their legal representative.
Kylkyl► ; ; :UMAI LYA
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as
referring to, City of Lubbock, or its representative TERRY ELLERBROOK, DIRECTOR OF WATER UTILITIES, so
designated who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or
inspectors as may be authorized by said Owner to act in any particular under this agreement. Engineers,
supervisors or inspectors will act for the Owner under the direction of Owner's Representative, but shall not
directly supervise the Contractor or persons acting on behalf of the Contractor.
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed
Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the
Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder
for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to
herein as the "contract" or "contract documents".
Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or
words of like import are used, it shall be understood that the direction, requirement, permission, order, designation
or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable,"
"Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's
Representative.
The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for
performance of work on the project contemplated by these contract documents. Owner shall have no
responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated
by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due
Subcontractor.
Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of
the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last
business address known to the party who gives the notice.
•► I I :. o] MAZWEi► 1
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery,
equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other
facilities necessary for the execution and completion of the work covered by the contract documents. Unless
otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality.
The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or
work described in words which so applied have well known, technical or trade meaning shall be held to refer such
recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents
has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still —
may require minor miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall
accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will
check the Contractor's layout of all major structures and any other layout work done by the Contractor at
Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all
work in accordance with the Plans and Specifications.
The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and
Contractor shall keep one copy of same consistently accessible on the job site.
The Owner's Representative may make periodic visits to the site to observe the progress or quality of the
executed work and to determine, in general, if the work is proceeding in accordance with the contract documents.
Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the .
quality or quantity of the work, nor will Owner's Representative be responsible for the construction means,
methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the
Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the
Contractor's failure to perform the work in accordance with the Contract Documents.
All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems
said lines and grades are necessary for the commencement of the work contemplated by these contract
documents or the completion of the work contemplated by these contract documents. Whenever necessary,
Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but
such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore.
The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades
will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless
destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be
replaced by the Owner's Representative at Contractor's expense.
14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's
Representativeauthority to review all work included herein. The Owner's Representative has the authority
has the ty
to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. The
Owner's Representative shall, in all cases, determine the amounts and quantities of. the several kinds of work
which are t6 be paid for under the contract documents, and shall determine all questions in relation to said work
and the construction thereof, and shall, in all cases, decide every question which may arise relative to the
execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be
R conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15)
calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection
by Contractor, as provided herein, any and all objection or objections shall be deemed waived.
15. SUPERINTENDENCE AND INSPECTION
It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from
time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may
deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said
material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall
furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the
proper inspection and examination of the work. The Contractor shall regard and obey the directions and
instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and
instructions are consistent with the obligations of this Agreement and accompanying plans and specifications
provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or
inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's
Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any
and all objection or objections shall be deemed waived.
16. CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall
keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory
to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions
Y given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate
supervision by competent and reasonable representatives of the Contractor is essential to the proper performance
!` of the work and lack of such supervision shall be grounds for suspending operations of the Contractor.
The work, from its commencement to completion, shall be under the exclusive charge and control of the
Contractor and all risk in connection therewith shall be borne by the Contractor.
t The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work.
17. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and
j location of the work, the confirmation of the ground, the character, quality and quantity of materials to be
encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the
work, and the general and local conditions, and all other matters which in any way affect the work under the
contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or
s ; Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms
or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all
modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's
Representative and Contractor.
Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other
insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by
them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be
kept and records of these accounts shall be made available to the Owner's Representative. The Owner's
Representative may also specify in writing, before the work commences, the method of doing the work and the
type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the
Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be
determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership
Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for
the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent
(15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit,
overhead, general superintendence and field office expense, and all other elements of cost and expense not
embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office
must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall
be included in the "actual field cost."
No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case
any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive
compensation or an adjustment in the construction time, Contractor shall prior to commencement of, such extra
work, make written request to the Owner's Representative for a written order authorizing such extra work. Should %..
a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and
the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making
written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as
provided under Method (C)(1). If Contractor does not notify Owner's Representative prior to the commencement
any extra work, any claim for payment due to alleged extra work shall be deemed waived.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of the contract documents that all work described in the bid, the
specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that
such price shall include all appurtenances necessary to complete the work in accordance with the intent of these
contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these
plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification
obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the
opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has
provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If
Contractor does not notify Owner's Representative prior to bidding of any discrepancies or omissions, then it shall
be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the
project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days
prior to the opening of bids.
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of
work with the rate of progress required under this contract, the Owner or Owner's Representative may order the
Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall `
comply with such order. r
If, at any time, the working force of the Contractor is inadequate'for securing the progress herein specified, the
Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give
reasonable assurance of compliance with the schedule of progress.
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27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY
The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an
insurance company licensed to transact business in the State of Texas, which policy shall comply with the
Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable
precaution for the safety of employees and others on or near the work and shall comply with all applicable
provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment
and other physical hazards shall be guarded in accordance with, the "Manual of Accident Prevention in
Construction" of Associated General Contractors of America, except where incompatible with federal, state or
municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold
harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages,
expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or
contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection
with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any
manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject
matter of this contract.
The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an
Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given
by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses,
are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to
supervise safety precautions by either the Contractor or any of its subcontractors.
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28. CONTRACTOR'S INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the
General Conditions of the contract documents, from an underwriter authorized to do business in the State of
Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of
cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change.
All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and
its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance,
rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of
payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in
conformity with the provisions hereof shall establish such waiver..
The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance
protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such
insurance shall be carried with an insurance company authorized to transact business in the State of Texas and
shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor,
or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance
specifying each and all coverages shall be submitted prior to contract execution.
The insurance certificates furnished shall name the City as an additional Insured, or in the alternative,
shall be accompanied by a statement from the Contractor to the effect that no work on this particular
project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all proof
of coverage insurance documents including workers compensation coverage for each subcontractor.
A. General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $300,000 Combined
Single Limit in the aggregate and per occurrence to include:
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Premises and Operations
Explosion & Collapse Hazard
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Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury
Advertising Injury
B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance. ..
For bodily injuries, including accidental death and or property damage, $300,000 Combined Single Limit.
This policy shall be submitted prior to contract execution.
C. Comprehensive Automobile Liability Insurance
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury/Property Damage, $100,000 Combined Single Limit,
to include all owned and nonowned cars including: Employers Nonownership Liability Hired and
Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job
and copy of the endorsement doing so is to be attached to the Certificate of Insurance.
D. Builder's Risk Insurance/Installation Floater Insurance
The Contractor shall obtain a Builder's Risk policy in the amount of 0.0% of the total contract price (100%
of potential loss) naming the City of Lubbock as insured.
E. Umbrella Liability Insurance
The Contractor shall have Umbrella Liability Insurance in the amount of �0 on all contracts with coverage
to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages.
F. Worker's Compensation and Employers Liability Insurance
Worker's Compensation Insurance covering all employees whether employed by the Contractor or any
Subcontractor on the job with Employers Liability of at least $500,000.
1. Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority
to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-
83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's
or entity's employees providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the project until the
Contractor's/person's work on the project has been completed and accepted by the governmental
entity.
Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor
Code) - includes all persons or entities performing all or part of the services the Contractor has
undertaken to perform on the project, regardless of whether that person contracted directly with
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1 the Contractor and regardless of whether that person has employees. This includes, without
limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -
operators, employees of any such entity, or employees of any entity which furnishes persons to
} provide services on the project. "Services" include, without limitation, providing, hauling, or
delivering equipment or materials, or providing labor, transportation, or other service related to a
project. "Services" does not include activities unrelated to the project, such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
2. The Contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory requirements of
Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on
the project, for the duration of the project.
3. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
4. If the coverage period shown on the Contractor's current certificate of coverage ends during the
duration of the project, the Contractor must, prior to the end of the coverage period, file a new
certificate of coverage with the governmental entity showing that coverage has been extended.
5. The Contractor shall obtain from each person providing services on the project, and provide to the
governmental entity:
(a) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(b) no later than seven days after receipt by the Contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
6 The Contractor shall retain all required certificates of coverage for the duration of the project and
for one year thereafter.
7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the Contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project.
8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by
the Texas Workers' Compensation Commission, informing all persons providing services on the
project that they are required to be covered, and stating how a person may verify coverage and
report lack of coverage.
9. The Contractor shall contractually require each person with whom it contracts to provide services
on the project, to:
(a) provide coverage, based on proper reporting of classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
(b) provide to the Contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
01^ of
services on the project, for the duration of the project;
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(c) provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and provide to the Contractor:
(1) a certificate of coverage, prior to the other person beginning work on the project;
and
(2) a new certificate of coverage showing extension of coverage, prior to the end of
the coverage period, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the person knew or should have known, of any change that materially affects
the provision of coverage of any person providing services on the project; and
(g) contractually require each person with whom it contracts to perform as required by
paragraphs (a) - (g), with the certificates of coverage to be provided to the person for
whom they are providing services.
10. By signing this contract or providing or causing to be provided a certificate of coverage, the
Contractor is representing to the governmental entity that all employees of the Contractor who will
provide services on the project will be covered by worker's compensation coverage for the
duration of the project, that the coverage will be based on proper reporting of classification codes
and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance
carrier or, in the case of a self-insured, with the commission's Division of Self -Insurance
Regulation. Providing false or misleading information may subject the Contractor to administrative
penalties, criminal penalties, civil penalties, or other civil actions.
11. The Contractor's failure to comply with any of these provisions is a breach of contract by the
Contractor which entitles the governmental entity to declare the contract void if the Contractor
does not remedy the breach within ten days after receipt of notice of breach from the
governmental entity.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner
for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence
of compliance with the above insurance requirements, signed by an authorized representative of the
insurance company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date borne by
such certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by
such certificate.
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A provision that the policy may be canceled only by mailing written notice to the named insured at
the address shown in the bid specifications.
A provision that written notice shall be given to the City ten days prior to any change in or
cancellation of the policies shown on the certificate.
The certificate or certificates shall be on the form (or identical copies thereof) contained in the job
specifications. No substitute of nor amendment thereto will be acceptable.
If policy limits are paid, new policy must be secured for new coverage to complete project.
A Contractor shall:
(a) provide coverage for its employees providing services on a project, for the duration of the
project based on proper reporting of classification codes and payroll amounts and filling of
any coverage agreements;
(b) provide a certificate of coverage showing workers' compensation coverage to the
governmental entity prior to beginning work on the project;
(c) provide the governmental entity, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
Contractor's current certificate of coverage ends during the duration of the project;
(d) obtain from each person providing services on a project, and provide to the governmental
entity:
(i) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for
all persons providing services on the project; and
(ii) no later than seven days after receipt by the Contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the Contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project;
(g) post a notice on each project site informing all persons providing services on the project
that they are required to be covered, and stating how a person may verify current
coverage and report failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other
commission rules. This notice must be printed with a title in at least 30 point bold type
and text in at least 18 point normal type, and shall be in both English and Spanish and
any other language common to the worker population. The text for the notices shall be
the following text provided by the commission on the sample notice, without any additional
words or changes:
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REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services
related to this construction project must be covered by workers' compensation
Insurance. This includes persons providing, hauling, or delivering equipment or
materials, or providing labor or transportation or other service related to the
project, .regardless .of the identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at 5121440-3789 to receive
Information of the legal requirements for coverage, to verify whether your ==
employer has provided the required coverage, or to report an employer's failure to
provide coverage;" and
(h) contractually require each person with whom it contracts to provide services on a project, ~
to:
(i) provide coverage based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements for all of its employees providing
services on the project, for the duration of the project;
(ii) provide a certificate of coverage to the Contractor prior to that person beginning
work on the project;
(iii) include in all contracts to provide services on the project the following language:
"By signing this contract or providing or causing to be
provided a certificate of coverage, the person signing this
contract is representing to the governmental entity that all
employees of the person signing this contract who will
provide services on the project will be covered by workers' -:
compensation coverage for the duration of the project, that
the coverage will be based on proper reprinting of
classification codes and payroll amounts, and that all `
coverage agreements will be filed with the appropriate
insurance carrier or, in the case of a self-insured, with the
commission's Division of Self -Insurance Regulation.
Providing false or misleading information may subject the •-
Contractor to administrative penalties, criminal penalties,
civil penalties, or other civil actions.";
(iv) provide the Contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(v) obtain from each other person with whom it contracts, and provide to the
Contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) prior to the end of the coverage period, a new certificate of coverage
showing extension of the coverage period, if the coverage period shown
on the current certificate of coverage ends during the duration of the
project;
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(vi) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter;
(vii) notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the person -knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
(viii) contractually require each other person with whom it contracts, to perform as
required by paragraphs (i) -(viii), with the certificate of coverage to be provided to
the person for whom they are providing services.
29. DISABLED EMPLOYEES
A*M
i Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of
1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such
individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee
compensation, job training, and other terms, conditions, and privileges of employment.
p.. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS
j OF MACHINERY, EQUIPMENT AND SUPPLIES
Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless
against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way,
manner or form, the demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of
machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract
and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish
satisfactory evidence that all obligations of the. nature hereinabove designated have been paid, discharged or
waived.
If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of
those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five
(5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain
unpaid, in addition to any statutory retainage rights it may have, withhold from the unpaid portion of this contract, a
sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to discharge any such
indebtedness.
31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
` The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material
or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof.
Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and
save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except
that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular
design, device, material or process or the product of a particular manufacturer or manufacturers is specified or
r required in these contract documents by Owner; provided, however, if choice of alternate design, device, material
or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers,
agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the
contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the
Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's
Representative prior to bidding.
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32. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and
regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form,
the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the
Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such
laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor
observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in
writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the
work. In the absence of timely written notification to Owner's Representative of such variance or variances within
said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or
local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors
perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's
Representative, Contractor shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as
the same regulates the'objects for which, or the manner in which, or the conditions under which the Owner may
enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as
though embodied herein.
33. SUBCONTRACTING
The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this
contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required
in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as
provided by the contract documents. J-^
34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of
beginning and time for completion as specified in the contract documents, of work to be done hereunder are
essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in
this contract shall be commenced as provided in the contract documents.
If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified,
then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner
may withhold permanently from Contractor's total compensation, the sum of $500.00 (FIVE HUNDRED
DOLLARS) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set
forth for each and every working day that the Contractor shall be in default after the time stipulated for
substantially completing the work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial
completion of the work described herein is reasonable time for the completion of the same, taking into
consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality.
The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages
the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount ,..
agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and
is expressly agreed to be not disproportionate to actual damages as measured at time of breach.
IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS
OF THE ESSENCE OF THIS CONTRACT.
14 ..
35. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall
' be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as
shall be most conductive to economy of construction; provided, however, that the order and time of prosecution
shall be such that the work shall be substantially completed as a whole and in, part, in accordance with this
i contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that
when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may
direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the
x construction of the various works being done for the Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative,
1 schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the
Contractor will start the several parts of the work and estimated dates of completion of the several parts.
" 36. TIME OF PERFORMANCE
The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this
f-» project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and
f has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that
it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been
. delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors
employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public
enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all
justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days
of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the
extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial,
and final. Further, in the absence of timely written notification of such delay and request for extension, as provided
f
herein, any request for extension by Contractor shall be deemed waived.
37. HINDRANCE AND DELAYS
In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein
fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such
work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in
securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for
hindrance or delays from any cause during the progress of any part of the work embraced in this contract except
where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in
which event, such expense as in the sole judgment of the Owner's Representative that is caused by such
stoppage shall be paid by Owner to Contractor.
38. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the actual measured or computed length,
area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the
event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the
specifications, plans and other contract documents are intended to show clearly all work to be done and material
to be furnished hereunder.' Where the estimated quantities are shown, and only when same are expressly stated
to be estimates, for the various classes of work to be done and material to be furnished under this contract, they
are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing
their bids offered for the work. In the event the amount of work to be done and materials to be furnished are
expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and
agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ
somewhat from these estimates, and that where the basis for payment under this contract is the unit price method,
payment shall be for the actual amount of work done and materials furnished on the project.
15
39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way
encountered, which may be injured or seriously affected by any process of construction to be undertaken under
this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be
liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without
limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees,
against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising
from or growing out of the performance of this contract. �-
40. PRICE FOR WORK
In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by
the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the
specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the
bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to
receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all
expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner
and according to this agreement, the attached specifications, plans, contract documents and requirements of .—
Owner's Representative.
41. PAYMENTS
No payments made or certificates given shall be considered as conclusive evidence of the performance of the
contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective
work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's �-
Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection
with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there
are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by
Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's
agents and employees, which have not theretofore been timely filed as provided in this contract.
42. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for
partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine
the amount to be partially paid. Owner's Representative shall review said application for partial payment if
submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a
certificate for partial payment showing as completely as practical the total value of the work done by the Contractor
up to and including the last day of the preceding month. The determination of the partial payment by the Owner's
Representative shall be in accordance with Paragraph 14 hereof.
The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the `~
Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be
retained until final payment, and further, less all previous payments and all further sums that may be retained by
Owner under the terms of the contract documents.
Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to
enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work
performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said
partial payment is attributable.
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43. SUBSTANTIAL COMPLETION
Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31)
working days after the Contractor has given the Owner's Representative written notice that the work has been
substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time,
if the work be found to be substantially completed in accordance with the contract documents, the Owner's
Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding
the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete
the work within the time provided in this contract.
44. FINAL COMPLETION AND PAYMENT
The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final
completion, the Owner's Representative shall proceed to make final measurement to determine whether final
completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's
Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion,
Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final
completion, the balance due Contractor under the terms of this agreement. Neither the certification of final
completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the
obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or
warranties implied by law or otherwise.
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r 45. CORRECTION OF WORK
Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative
on account of failure to conform to the Contract documents, whether actually incorporated in the work or not, and
i Contractor shall at its own expense promptly replace such condemned materials with other materials conforming
to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of
Jor- other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any
such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative,
Owner may remove and replace it at Contractor's expense.
t7 Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the
contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and
Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which
�^ shall appear within a period of one (1) year from the date of certification of final completion by Owner's
Representative.
46. PAYMENT WITHHELD
The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify
the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of.
(a) Defective work not remedied and/or work not performed.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor.
(d) Damage to another contractor.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the
amount withheld, payment shall be made for amounts withheld because of them.
17
47. CLAIM OR DISPUTE
It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor
shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's
Representative has given any direction, order or instruction to which the Contractor desires to take exception.
Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner
shall be a condition precedent to the bringing and/or assertion of any action or claim by. Contractor of any right
under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by
Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's ^—
Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed
denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed
that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor,
and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and
Owner's Representative, by Contractor.
48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR
In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after
written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the
written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety
on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be
delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no
further notice of such non-compliance to Contractor shall be required.
After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any
machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and
equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the
Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or
credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for ...
under paragraph 24 of this contract); it being understood that the use of such equipment and materials will
ultimately reduce the cost to complete the work and be reflected in the final settlement.
In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice
hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with
diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract
documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or
otherwise, including, but not limited to, providing for completion of the work in either of the following elective
manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and
supplies as said Owner may deem necessary to complete the work and charge the expense of such labor,
machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall
be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time
become due to the Contractor under and by virtue of this Agreement. In case such expense is less than
the sum which would have been payable under this contract, if the same had been completed by the
Contractor, then said Contractor shall receive the difference. In case such expense is greater than the --
sum which would have been payable under this contract, if the same had been completed by said
Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or
(b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper
having a general circulation in the County of location of the work, may let the contract for the completion of
the work under substantially the same terms and conditions which are provided in this contract. In case of
any increase in cost to the Owner under the new contract as compared to what would have been the cost
under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain
bound therefore. Should the cost to complete any such new contract prove to be less than that which
18
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would have been the cost to complete the work under this contract, the Contractor or his Surety shall be
credited therewith.
In the event the Owner's Representative elects to complete the work, as described above, when the work shall
have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as
provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract
accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to
Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be,
shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion.
In the event the statement of accounts shows that the cost to complete the work is less than that which would
have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract,
or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the
Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over
to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price,
and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time
designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of
the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the
Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided,
however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of
such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to
the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the
date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net
sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at
either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any
machinery, equipment, tools, materials, or supplies which remain on the jobsite and belong to persons other than
the Contractor or his Surety, if applicable, to their proper owners.
The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted
by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this
paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise
of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies
available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in
paragraph 34, hereinabove set forth.
49. LIMITATION ON CONTRACTOR'S REMEDY
The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually
performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be
liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the
project which is the subject matter of this contract.
50. BONDS
i The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253,
Government Code, in the amount of 100% of the total contract price in the event that said 'contract price exceeds
r
$100,000 and the successful bidder will be required to furnish a -payment bond in accordance with Chapter 2253,
Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds
$25,000. All bonds, if required, shall be submitted on forms supplied by the Owner, and executed by an approved
Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be
in effect until such bonds are so furnished.
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51. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special conditions
conflict with any of the general conditions contained in this contract, then in such event the special conditions shall
control.
52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES
Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the --
work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual
obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the
prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense.
53. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to
direct, supervise, and control its own employees and to determine the method of the performance of the work
covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's
work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and .._
vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or
effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's
Representative or to the Contractor's own employees or to any other person, firm, or corporation.
54. CLEANING UP
The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at
the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus
materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition.
In case of dispute Owner may remove the debris and charge the cost to the Contractor. ..
55. HAZARDOUS SUBSTANCES AND ASBESTOS
Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response,
Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same
may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in
any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the --•,
Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the
City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a
Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in _
the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project
or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts
and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least
twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and
provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If
the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5)
days of the receipt of said request, said request shall be deemed to be denied.
In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for
ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper
performance of the actions contemplated -by this Contract and, in particular, in all aspects of handling, storage,
disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or
asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective
gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum
products or byproducts and/or asbestos.
20
No Text
.� Resolution No. 5121
March 14, 1996
Item #19
g
RESOLUTION
WHEREAS, the City Council has heretofore established the general prevailing rate of
per diem wages for each craft or type of workmen or mechanics needed to execute public
works contracts for the City of Lubbock in accordance with the provisions of Vernon's
1! Ann.Civ.St., Art. 5159a; and
WHEREAS, such wage rates were established by Resolution No. 719 enacted February
1: 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by
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Resolution No. 2502 enacted January 8. 1987; and
`
WHEREAS, such rates need to be updated at the present time in order to reflect the
current prevailing rate of per diem wages; NOW THEREFORE:
!i
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the general prevailing rate of per diem wages for public works contracts shall be I
as set forth in the following named exhibits, which exhibits shall be attached hereto and made
a part hereof for all intents and purposes: i
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Exhibit A: Building Construction Trades
.
Exhibit B: Paving and Highway Construction '•,
Exhibit C. Overtime Rate
Exhibit D: Weekend and Holiday Rate
1
Such wage rates are hereby found and declared to be the general prevailing rate of per diem
wages in all localities where public works are undertaken on behalf of the City of Lubbock and
t--
such wage rates shall be included in all public works contracts as provided by law.
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Passed by the City Council this 14th
! ATTEST:
I
Betty M.J on, City Secretary
APPROVED AS TO CONTENT:
Mary AndrYws, Managing Director of
Human Resources
APPROVED AS TO FORM:
. A4111-ij
a old Willard, Assistant City Attorney
HW Aa/ccdocs/pubworks. res
February 14. 1996
2
EXHIBIT A
City of Lubbock
Building Construction Trades
Prevailing Rates
Craft Hourly Rate
Acoustical Ceiling Installer
10.00
Air Conditioner Installer
11.00
Air Conditioner Installer -Helper
5.50
Asbestos Worker
8.00
Asbestos Supervisor
11.00
Bricklayer
11.00
Bricklayer -Helper
6.00
Carpenter
11.00
Carpenter -Helper
6.00
Cement Finisher
7.50
Drywall Hanger
10.00
Electrician
13.00
Electrician -Helper
6.00
Equipment Operator -Heavy
8.50
Equipment Operator -Light
7.50
Floor Installer
8.50
Glazier
8.00
Insulator-Piping/Boiler
9.00
Insulator -Helper
5.50
Iron Worker
8.00
Laborer -General
5.50
Mortar Mixer
5.50
Painter
9.50
Plumber
10.50
Plumber -Helper
6.00
Roofer
8.00
Roofer -Helper
5.50
Sheet Metal Worker
8.75
Sheet Metal Worker -Helper
5.50
Welder -Certified
10.00
EXIT B
Paving and Highway Construction
Prevailing Wage Rates
Asphalt Heaterman
Asphalt Shoveler
Concrete Finisher
Concrete Finisher -Helper
Electrician
Flagger
Form Setter
Form Setter -Helper
Laborer -General
Laborer -Utility
Mechanic
Mechanic -Helper
Power Equipment Operators
Asphalt Paving Machine
Bulldozer
Concrete Paving Machine
Front End Loader
Heavy Equipment Operator
Light Equipment Operator
Motor Grader Operator
Roller
Scraper
Tractor
Truck Driver -Light
Truck Driver -Heavy
Hourly Rate
6.00
5.50
7.35
5.75
10.50
5.50
6.50
5.50
5.50
6.25
7.25
5.50
7.00
7.00
7.00
6.50
7.00
6.50
8.50
6.00
6.50
6.50
6.00
6.50
IW451:11IN
Prevailing Wage Rates
Overtime Rate
The rate for overtime Cm excess of forty hours per week) is 1 1/2 times base rate.
EXIMIT D
Prevailing Wage Rates
Weekend and Holiday Rate
The rate for weekend and holiday is 1 1/2 times base rate.
r
City Of Lubbock
Water Utilities Engineering
Dupree Park Sewer Main Replacement
Technical Specifications
Seal:`
+44487
3123196
I
CITY OF LUBBOCK
DUPREE PARK SEWER MAIN REPLACEMENT
TABLE OF CONTENTS
SECTION 01011 SPECIAL CONTRACT REQUIREMENTS
1.2
Limits of Work.
1.3
Irrigation Lines and Equipment.
1.4
Irrigation Repairs.
1.5
Cut or Broken Lines.
1.6
Irrigation Repairs.
1.7
Trees.
1.8
Potable Water Lines.
1.9
Picnic Shelters, Pads and Equipment.
2.0
Underground Electric Lines.
2.1
Park Lights and Poles.
2.2
Re-establish Turf.
SECTION 02938 SODDING
1.1
Placing Topsoil
1.2
Sod Installation
1.3
Measurement and Payment
1.4
Quality Assurance
1.5
Qualifications
1.6
Delivery, Storage and Handling
2.1
Materials
2.2
Harvesting Sod
3.1
Examination
3.2
Placing Topsoil
3.3
Laying Sod
City of Lubbock, Dupree Park Sewer Main Replacement
ii
SECTION 09000 STANDARD SPECIFICATIONS FOR SANITARY SEWER MAIN
CONSTRUCTION
1.2 General Description
1.3 Approved Plans
1.4 Inspection
1.5 Guarantees and Acceptance
1.6 Specifications
1.7 Materials
1.8 Gravity Flow Sanitary Sewer Pipe Installation
1.9 Manhole Construction
2.0 Inspection, Testing, Acceptance and Approval of Gravity Sewers
City of Lubbock, Dupree Park Sewer Main Replacement
r
N
SECTION 01011
SPECIAL CONTRACT REQUIREMENTS
1.2 Limits of Work:
01011-1
Limits for work shall be defined as an area 25' (twenty five feet) either side and
i, perpendicular the center line of the proposed 24" (twenty four inch) sewer. This
area will included the entire length of the 24" sewer in Dupree Park.
C" No construction equipment, vehicles, materials or dirt shall be outside these work
limits without the written approval of the Project Engineer.
1.3 Irrigation Lines and Equipment:
r- Irrigation lines and equipment shall include all pipe, tubing, heads and all other
equipment used as part of the irrigation system.
-• 1.4 Irrigation Repairs
r
Dupree Park irrigation shall remain charged at full operational pressure during all
phases of construction. All valves to the city water supply shall remain open at all
times, except during repairs.
1.5 Cut or Broken Lines:
In the event of a cut or broken irrigation line, the Contractor will contact one or
more of the persons listed below to have the water turned off.
1. Wade Kelly ( irrigation foreman) 767-2683
2. City of Lubbock Park operator. 775-2673. Ask operator to contact the parks
irrigation department by radio.
3. Burck Tollett (supervisor).
No backfilling shall be performed until the system is repaired and recharged to
full operational pressure.
1.6 Irrigation Repairs:
When repairs are required they shall be made, or supervised, by an Irrigator
currently licensed by the State of Texas. The Engineer shall require that a photo
copy of the irrigators current license be on file. A copy of this license shall be
submitted at the Preconstruction meeting.
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City of Lubbock, Dupree Park Sewer Replacement
r
01011-2
1.7 Potable Water Lines:
If potable water lines are cut or damaged, Contractor shall repair, clean and purge
to City of Lubbock Water Utility Standard Specifications.
1.8 Trees:
Contractor shall take caution to protect all trees at all times. Contractor shall not
remove, prune, replace or cause damage to trees without the written approval of
the Project Engineer.
1.9 Picnic Shelters, Pads and Equipment:
Contractor shall avoid damaging existing picnic pads, shelters and all park
equipment. No vehicles shall be driven or parked on pads. No materials shall be
stored, placed or stockpiled on existing concrete pads. _
2.0 Underground Electric Lines:
Care shall be taken when crossing underground electric lines. If an electric line is
cut , broken or damaged repairs must be made by a licensed electrician approved
by the Engineer. After electric lines are exposed they will remain open until
approved, by the Project Engineer, for backfilling.
2.1 Park Lights and Poles. r'
Existing park light poles that are within the work limits may be removed and
reinstalled, or worked around at the Contractors expense. The Project Engineer
must approve any removal, relocation or installation of park light poles. If pole is
to remain within the work limits, no excavation shall be closer than 6'( six feet) to
the pole or it's concrete sub substructure.
2.2 Re -Establish Turf.
All areas where the existing turf has been removed or destroyed shall be graded
back to original contours and sodded in accordinance with SECTION 02938,
SODDING.
END OF SECTION
City of Lubbock, Dupree Park Sewer Replacement
02938-1
SECTION 02938
SODDING
PART1 GENERAL
1.1 Section Includes:
This section includes placing topsoil and installing sod.
1.2 Measurement and Payment: .
Basis of measurement shall be by the square yard.
Basis of payment shall include preparation of topsoil, placing topsoil and
sodding.
1.3 Quality Assurance:
The sod shall be a minimum age of 18 months, with root development that
will support it's own weight without tearing, when suspended vertically by
holding the upper two corners. Submit sod certification for grass species
and location of sod source.
1.4 Qualifications:
The sod producer shall be a company specializing in sod production and
harvesting with a minimum of 5 years experience. The sod installer shall be
approved by the sod producer.
1.5 Delivery, Storage and Handling
Deliver sod on pallets. Protect exposed roots from dehydration. Do not
deliver more sod than can be installed in 24 hours.
PART 2 Products:
2.1 Materials:
Sod shall be an approved cultivated grass sod with strong fibrous root
system, free of stones, burned or bare spots and containing no weeds. The
sod shall be Common or Tex -turf Bermuda. The topsoil shall be excavated
from the trenched area.
City of Lubbock, Dupree Park Sewer Main Replacement
02938-2
2.2 Harvesting Sod:
The sod shall be machine cut and loaded on pallets with a minimum of 1/2
inch and a maximum of inch topsoil base. The cut sod area shall not exceed 1
square yard.
PART 3 EXECUTION:
3.1 Examination:
Verify that the prepared soil base is ready to receive the work of this section.
3.2 Placing Topsoil:
Spread topsoil to a minimum depth of 8 inches or equal to the existing pre -
work conditions over area to be sodded. Place topsoil during dry weather on
dry unfrozen subgrade. Remove vegetable matter and foreign non-organic
material from topsoil while spreading. Grade topsoil to eliminate rough, low
or soft areas, and to ensure positive drainage.
3.3 Laying Sod:
Moisten surface immediately prior to laying sod. Lay sod immediately after
delivery to site to prevent deterioration. Lay sod tight with no open joints
visible, and no overlapping. Stagger end joints 12 inches minimum. Do not
stretch or overlap sod pieces. New sod shall be laid to align with adjoining _
grass areas. Water sodded areas immediately after installation. After sod a
soil have dries, roll sodded areas to ensure good bond between sod and soil,
and to remove minor depressions and irregularities. .-
City of Lubbock, Dupree Park Sewer Main Replacement
09000-1
SECTION 9000
STANDARD SPECIFICATIONS FOR SANITARY SEWER MAIN
CONSTRUCTION
PART 1 GENERAL
1.1 SECTION INCLUDES
A.
General Description
B.
Approved Plans
C.
Inspection
D.
Guarantees and Acceptance
E.
Specifications
F.
Materials
G. Gravity Flow Sanitary Sewer Pipe Installation
H Manhole Construction
I Inspection, Testing, Approval and Acceptance of Gravity Sewers
1.2 GENERAL DESCRIPTION
A. All sanitary sewer main construction within the City of Lubbock
sanitary sewerage system or for future connections to the City of Lubbock
sanitary sewerage system shall be accomplished in accordance with the
requirements of these specifications.
1.3 APPROVED PLANS
A. Sanitary sewer main construction shall be done in accordance with
engineered construction plans for the work, prepared under the direction of
a Professional Engineer and approved by the City of Lubbock Water
Utilities Department prior to construction. Plans shall conform with the
City of Lubbock's Minimum Design Standards for Sanitary Sewer and
shall show all information called for on the "City of Lubbock Check List
for Sanitary Sewer Main Construction Plans."
1.4 INSPECTION
A. All work shall be inspected by a representative of the Water Utilities
Department, hereinafter called "City Inspector," who shall have the
authority to halt construction when, in his opinion, construction is being
performed contrary to these specifications or other approved plans,
specifications and materials. Whenever any portion of these
specifications is violated, the Director of Water Utilities, by written
r" City of Lubbock, Dupree Park Sewer Main Replacement
09000-2
notice, may order that portion of construction which is in violation of these
specifications or other approved plans, specifications and material to cease
until such violation is corrected.
1.5 GUARANTEES AND ACCEPTANCE
A. All equipment and materials incorporated in the project and all
construction shall be guaranteed against defective materials and
workmanship. Prior to final acceptance, the Contractor shall furnish to the
Engineer, a written general guarantee which shall provide that the
contractor shall remedy any defects in the work, and pay for any and all
damages of any nature whatsoever resulting in such defects, when such
defects appear within 2 years from date of final acceptance of the work as
a result of defective materials or workmanship, at no cost to the Owner
(City of Lubbock).
B. The determination of the necessity during the warranty period for the --
Contractor to repair or replace the work in whole or in part shall rest with
the Chief Engineer of Water Utilities.
1.6 SPECIFICATIONS
A. All standard specifications and quality standards; i.e., ASA,
AWWA, ASTM, etc., which are made a portion of these specifications by
reference shall be the latest edition and revision thereof.
1.7 MATERIALS
A. Materials approved for sewer line construction are as described in
the following paragraphs.
B. Vitrified Clay Pipe and Fittings
1. Vitrified clay sewer pipe and fittings shall conform to the
requirements of the latest revision of A.S.T.M. Specifications C-
700 for Clay Sewer Pipe.
2. , The Diameters of every acceptable hub or socket shall be ample to
permit the insertions of the spigot to the full depth of the socket
and to provide an annular space around the entire circumference of
sufficient size to permit the proper jointing of the pipe. Any
projection on the end of a spigot or on the shoulder of a socket may
be removed by chipping, if this can be done without injury to the
pipe.
3. Pipes intended to be straight shall have a maximum deviation 1/8
inch per foot of length as measured from a chord across the
concave side. Acceptable pipe shall be laid with the curvature in a
horizontal plane.
4. All clay pipe shall be tested and inspected in accordance with
A.S.T.M. specifications at the factory and shall be inspected by the
Engineer prior to installation. The Engineer shall inspect the pipe
for roundness, cracks, broken sockets, broken blisters, glaze faults
City of Lubbock, Dupree Park Sewer Main Replacement
09000-3
4
and dimension variations and shall reject all pipe that does not
conform to the A.S.T.M. specifications.
C. Polyvinyl Chloride Pipe (Gravity Flow)
I . PVC pipe shall conform to the requirements of the latest revisions
of A.S.T.M F- 679 and D-3034 for SDR 35 sewer pipe. The pipe
shall be jointed with an integral bell, bell and spigot type rubber
gasketed joint. Each integral bell joint shall consist of a formed
bell complete with a single rubber gasket. Gaskets shall conform
to ASTM F477. The length of joints shall be 20 feet f one inch.
2. PVC pipe shall be installed in accordance with the manufacturer's
recommendations and shall not exceed five percent (5%)
deflection. PVC pipe exceeding 5% deflection shall be replaced
by the contractor at his expense. The minimum pipe stiffness
factor shall be 46 p.s.i.
D. Profile Wall Polyvinyl Chloride Pipe (Gravity Flow)
1. Designated alternative piping systems shall include Lamson Vylon
Pipe and Ultra -Corr Sewer Pipe. Lamson Vylon Pipe and fittings
shall conform to ASTM D1784, F794, D1784 (minimum cell
classification of 12364A), F477 (factory installed and chemically
bonded to the bell end), D3212, D2412 (minimum 46 psi), D2444
(up to 220 ft. lbs.), D2152 (no flaking or disintegration when
immersed in anhydrous acetone for 20 minutes), and F794 (3.5 psi
air test). Pipe exceeding 5% deflection shall be replaced at the
contractors expense.
2. Ultra -Corr Sewer Pipe shall meet or exceed ASTM F949, D1784
(cell classification of 12454-B), D2412 (minimum stiffness 50 psi),
F949 (for flatness, impact, and extrusion quality). The pipe shall
have a smooth interior with a concentric corrugated exterior. The
exterior corrugations shall be perpendicular to the axis of the pipe
to allow placement of the sealing gasket without additional cutting
or machining. Pipe exceeding 5% deflection shall be replaced at
the contractors expense.
E. Polyethylene Pipe
r. 1. The pipe shall be made of high density, high molecular weight
polyethylene pipe material meeting the requirements of
ASTM F 894 - latest revision.
2. Rubber gaskets shall comply in all respects with the physical
requirements specified in the non -pressure requirements of ASTM
Specifications C-443.
l 3. Polyethylene pipe class shall not be less than class 63 and shall be
installed in accordance with the manufacturer's recommendations
r
i
r City of Lubbock, Dupree Park Sewer Main Replacement
09000-4
and shall not exceed five percent (5%) deflection. Polyethylene
pipe exceeding 5% deflection shall be replaced by the contractor at
his expense.
F. Ductile Iron Pipe
1. This pipe shall be pressure class 200 and conform to ANSI/ASTM
specifications A746-77 or latest revision for Ductile Iron Sewer
Pipe. Protective coatings shall be a 30 mil thickness epoxy lining
on the interior and exterior coating of coal tar pitch conforming to
requirements of Federal Specifications WW -P-421.
2. All joints for Ductile Iron shall be of the rubber gasket bell and
spigot, except when otherwise shown on the plans and where
connecting to flanged fittings, and shall conform to the base
specifications to which the pipe is manufactured.
3. Fittings shall be A.W.W.A. Standard Class "D" bell and spigot
type or an approved gasket joint for the particular type of pipe used
and designed for the pressures of the pipe except as shown on the
plans. Flanged fittings where required, shall be 125 pound
American Standard. All fittings shall be lined with 30 mil
thickness epoxy lining on the interior and exterior shall be coated
with an asphalt paint.
G. Manhole Materials (Fiberglass and Concrete)
1. General
a. Fiberglass reinforced polyester manhole shall be
manufactured from commercial grade polyester resin or
other suitable polyester or vinyl ester resins, with fiberglass
reinforcements. Manhole shall be a one piece unit
manufactured to meet or exceed all specifications of
A.S.T.M. D-3753 latest addition.
2. Materials
a. Resin: The resins used shall be a commercial grade
unsaturated polyester resin or other suitable polyester or
vinyl ester resin.
b. Reinforcing Materials: The reinforcing materials shall be
commercial Grade "E" type glass in the form of continuous
roving, and chop roving, having a coupling agent that will
provide a suitable bond between the glass reinforcement
and the resin.
C., Interior Surfacing Material: The inner surface exposed to
the chemical environment shall be a resin -rich layer of
0.010 to 0.020 inches thick. The inner surface layer
exposed to the corrosive environment shall be followed
with a minimum of two passes of chopped roving of
minimum length 0.5 inches (13mm) to maximum length of
City of Lubbock, Dupree Park Sewer Main Replacement
09000-5
2.0 inches (50.8 mm) and shall be applied uniformly to an
equivalent weight of 3 oz/ft . Each pass of chopped
roving shall be well -rolled prior to the application of
additional reinforcement. The combined thickness of the
inner surface and interior shall not be less than 0.10 (2.5
mm).
d. Wall Construction Procedure: After inner layer has been
applied the manhole wall shall be constructed with chop
and continuous strand filament wound manufacturing
process which insures continuous reinforcement and
uniform strength and composition. The cone section, if
produced separately, shall be affixed to the barrel section at
the factory with resin -glass reinforced joint resulting in a
one piece unit. Seams shall be fiberglass on the inside and
the outside using the same glass -resin jointing
procedure. Field joints shall not be acceptable by anyone
except the manufacturer.
e. Exterior Surface: The product must incorporate some form
of a UV inhibitor either into the resin or on the exterior
surface to prevent decay of the fiberglass material prior to
installation.
f. Stubouts and Connections: Upon request stubouts maybe
installed. Installation of SDR PVC sewer pipe must be
performed by sanding, priming, and using resin fiber -
reinforced hand layup. The resin and fiberglass shall be the
same type and grade as used in the fabrication of the
fiberglass manhole. Inserta-Tee fittings maybe
requested and installed per manufacturers instructions.
Kor-N-Seal boots may be installed by manhole
manufacturer using fiberglass reinforced pipe stubout for
Kor-N-Seal boot sealing surface.
g. Manhole Bottom: Upon request manholes may be required
to have resin fiber -reinforced bottoms. Bottom shall have a
minimum of three 1.5 in. deep and 3.5 in. wide stiffening
ribs completely enclosed with resin fiber -reinforcement and
have a minimum 3 in. anti -flotation ring. Manhole bottom
shall be a minimum of 5/16 in. thick.
h. Fillers and Additives: Fillers, when used, shall be inert to
the environment and manhole construction. Sand, calcium
carbonate (in inert form), or crushed limestone shall be
accepted as approved fillers. Additives, such as thixotropic
agents, catalysts, promoters, etc., may be added as required
by the specific manufacturing process to be used to meet
the requirements of this standard. The resulting reinforced -
plastic material must meet the requirements of this
specification.
City of Lubbock, Dupree Park Sewer Main Replacement
09000-6
3. * Manufacture
a. Manhole cylinders, manway reducers, and connectors shall _
be produced from glass fiber -reinforced polyester resin
using a combination of chop and continuous filament
wound process.
b. Interior Access: All manholes shall be designed so that a
ladder or step system can be supported by the installed
manhole.
C. Manway Reducer: Manway reducers will be concentric
with respect to the larger portion of the manhole diameters
through 60 inches. Larger manholes may have concentric
or eccentric manway reducer openings.
d. Cover and Ring Support: The manhole shall provide an
area from which a typical ring and cover plate can be
supported without damage to the manhole.
4. Requirements:
a. Exterior Surface: The exterior surface shall be relatively
smooth with no sharp projections. Hand -work finish is
acceptable if enough resin is present to eliminate fiber
show the exterior surface shall be free of blisters larger than
0.5 in. in diameter, delamination or fiber show.
b. Interior Surface: The interior surface shall be resin rich
with no exposed fibers. The surface shall be free of
crazing, delamination, blisters larger than 0.5 in. in
diameter and wrinkles of 0.125 in. or greater in depth.
Surface pits shall be permitted if they are less than 0.75 in.
in diameter and less than 0.0625 deep. Voids that
cannot be broken with finger pressure and that are entirely
below the resin surface shall be permitted if they are less
than 0.5 in. in diameter and less than 0.0625 in. thick.
C. Repairs: Any manhole repair is required to meet all
requirements of this specification.
d. Manhole Lengths: Manhole lengths shall be in 6 in.
increments +/- 2 in.
e. Diameter Tolerance: Tolerance of inside diameter shall be
+/- 1% of required manhole diameter.
f. Load Rating: The complete manhole shall have a
minimum dynamic -load rating of 16,000 lbf. when tested
in accordance with A.S.T.M. 3753 8.4 (H-20 loading
specification shall apply). To establish this rating the
complete manhole shall not leak, crack, or suffer other
damage when load tested to 40,000 lbf. and shall not
City of Lubbock, Dupree Park Sewer Main Replacement
09000-7
deflect vertically downward more than 0.25 in. at the point
of load application when loaded to 24,000 lb.
g. Stiffness: The manhole cylinder shall have the minimum
pipe- stiffness values shown in table below when tested in
accordancewith A.S.T.M. 3753 8.5 (note 1).
Manhole Length feet
PSI
3-6.5
0.75
7-12.5
1.26
13-20.5
2.01
21-25.5
3.02
26-35
5.24
h. Soundness: In order to determine soundness, apply an air
or water pressure test to the manhole test sample. Test
pressure shall not be less than 3 psig or greater than 5 psig.
While holding at the established pressure, inspect the entire
manhole for leaks. Any leakage through the laminate is
cause for failure of the test. Refer to A.S.T.M. 3753 8.6.
i. Chemical Resistance: The fiberglass manhole and all
related components shall be fabricated from corrosion
proof material suitable for atmospheres containing
hydrogen sulfide and dilute sulfuric acid as well as other
gases associated with the wastewater collection system.
j. Physical Properties
City of Lubbock, Dupree Park Sewer Main Replacement
Hoop Direction
Axial Direction
Tensile Strength, psi
18,000
5,000
Tensile Modulespsi
0.6 x 10^6
0.7 x 10^6
Flexural Strength, psi
26,000
41 -50 -0 -
500Flexural
Flexural Modules si
1.4 x 10^6
0.7 x 10^6
Compressive, psi
18 000
10000 :j
City of Lubbock, Dupree Park Sewer Main Replacement
09000-8
k. Test Methods: All tests shall be performed as specified in
A.S.T.M. 3753 latest addition, section 8. Test method D-
790 (see note 5) and test method D-695.
1, Quality Control: Each completed manhole shall be
examined for dimensional requirements, hardness, and
workmanship. All required A.S.T.M. 3753 testing shall be --
completed and records of all testing shall be kept and
copies of test records shall be presented to customer upon
formal written request within a reasonable time period.
M. Certification: As a basis of acceptance the manufacturer
shall provide a independent certification which consists of a
copy of the manufacturer's test report and accompanied by
a copy of the test results that the manhole has been
sampled, tested, and inspected in accordance with
provisions of this specification and meets all requirements.
n. Shipping and Handling: Do not drop or compact the
fiberglass manhole. Fiberglass manhole may be lifted by _
inserting a 4" x 4" x 30" timber into the top of manhole
with cable attached or by a sling or "choker" connection
around center of manhole, lift as required. Use of chains or
cables in contact with the manhole surface is prohibited.
o. Concrete
1. Fiberglass Bottom: Concrete may be used to form
bench area and invert. Also concrete may be used
on top of anti -flotation rings and around the reducer
section as required for buoyancy.
2. Concrete Bottom: Lower manhole into wet
concrete until it rests at the proper elevation, with a
minimum of 4 in. of fiberglass manhole. inserted
into the wet concrete below flow line, then move
manhole to plumb. The concrete shall extend a
minimum of one foot from the outside wall of the
manhole and a minimum of 6 in. above incoming
lines. On the inside concrete shall form the
bench and invert area and rise a minimum of 4 in.
above incoming lines. If required by Engineer
concrete may be used around reducer section for
buoyancy.
p. Backfill
1. Backfill Material: Unless shown otherwise on
drawings and approved by the Engineer, sand,
crushed stone, or pea gravel shall be used for
backfill around the manhole for a minimum distance
of one foot from the outside surface and
extending from the bottom of the excavation to the
top of the reducer section. Suitable material chosen
City of Lubbock, Dupree Park Sewer Main Replacement
09000-9
j~ from the excavation may be used for the remainder
of the backfill. The material chosen shall be free of
large lumps or clods, which will not readily break
down under compaction. This material will be
subject to approval by the Engineer.
2. Backfill Procedure: Backfill shall be placed in
layers of not more than 12 loose measure inches and
mechanically tamped to 95% Standard Proctor
Density, unless otherwise approved by the
Engineer. Flooding will not be permitted.
Backfill shall be placed in such a manner as to
prevent any wedging action against the fiberglass
manhole structure.
q. Marking and Identification
1. Each manhole shall be marked on the inside and
outside with the following information:
a. Manufacturer's name or trademark
b. Manufacturer's factory location
c. Manufacturer's serial number
r
d. Total length
r. Manhole Frames and Cover
1. Manhole frames and covers shall be of good quality
gray iron casting and conform to A.S.T.M.
Designation A48 (latest revision), having a clear
opening of not less than 22 inches. The casting
shall be designed with a full bearing ring so as to
provide a continuous seat between frame and cover.
r
The cover shall be furnished with lifting ring cast
into
the cover in such manner as to prevent water
(
leaking through. These manholes are subject to
intermittent flooding a adjacent Playa lake
!^
some form of water tight seal must by I
incorporated to the frame and cover. Frame
and cover shall ve a—weight o not ess than 275
.._
pounds. The manhole ring and cover shall be
Western Iron Works #40 or approved equal. The
cover shall include lettering, City of Lubbock,
Texas sanitary sewer.
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t
S. Concrete and Mortar
1. Cement: Portland cement shall conform to A.S.T.M.
C-150 specifications.
P"
t
r
City of Lubbock, Dupree Park Sewer Main Replacement
09000-10
2.
Aggregate: Fine and coarse aggregate to be used in
concrete shall conform to A.S.T.M. C-33
specifications.
3.
Mortar and Sand: Sand to be used in cement mortar
shall conform to ASTM C-144 specifications.
4.
All concrete (Class A) for manhole bottoms, piers
and other reinforced concrete structures shall
contain not more than 7.0 gallons of water per sack
of cement. All concrete (Class B) for pipe cradling,
blocking of fittings, and other non -reinforced
concrete shall contain not more than 9.0 gallons of
water per sack of cement. Surface moisture or
moisture carried by the aggregates shall be included
as part of the mixing water. Class A concrete shall
have a minimum 28 day compressive strength of
3,000 p.s.i. and Class B shall have 2,500 p.s.i.
t. Reinforcing Steel
1.
All reinforcing steel shall conform to current
A.S.T.M. specifications A-15, A-16, or A-305.
Wire mesh shall be woven or electrically welded,
cold -drawn mild steel wire fabric. Reinforcing
bars shall be in the deformed bar type.
2.
All reinforcement shall be permanently marked with
grade, identification marks or shall, on delivery, be
accompanied by a manufacturer's guarantee.
U. Forms
1.
Forms for all concrete work shall be of wood or
approved metal forms. Wood sheeting forming
surfaces exposed to sight or weather shall be
plywood or plywood lined of a quality to produce
smooth surface, free from excessive form marks and
shall meet the approval of the Engineer before use.
The same type of form shall be used for all exposed
portions of the work.
2.
Forms shall be constructed true to lines, grades and
sections shown on the plans and shall be mortar -
tight and sufficiently rigid to prevent displacement
of sagging between supports. Wall forms shall be
set plumb and true and rigidly braced to maintain
them in correct position and alignment. Temporary
openings for cleaning and inspection shall be
provided at the base of vertical forms or other
places where necessary. Such openings shall be
neatly and securely closed before concrete is placed.
City of Lubbock, Dupree Park Sewer Main Replacement
0
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09000-11
3. Form ties approved by the Engineer shall be
adjustable in length and of such type as to leave no
metal closer than 1 inch of the surface, and shall not
be fitted with lugs, cones, washers, or other devices
acting as a spreader which will leave a hole larger
than 7/8 inch in diameter or depth back of the
exposed surface of the concrete. Wire ties will not
be permitted.
V. Curing Compound
1. Compounds used to form an air tight
membrane over a fresh concrete surface
shall be in accordance with Texas Highway
Department Item 531.2.
W. Embedment
1. The embedment shall be crushed stone with
irregular surfaces and comply with the
following gradation requirements.
% By Weight
Retained on 1" Sieve
0
Retained on 7/8" Sieve
0-
2
Retained on 3/4" Sieve
15-
35
Retained on 5/8" Sieve
55-
100
Retained on 3/8" Sieve
95-
100
Retained on No. 10 Sieve
99-
100
1.8 GRAVITY FLOW SANITARY SEWER PIPE INSTALLATION
A. SCOPE
1. The work covered by this Specification consists of constructing
gravity flow sanitary sewers, including appurtenances normally
installed as a part of this system. Construction may include surface
preparation; trench excavation; shoring, dewatering; lay, align and
,loin pipe installation of appurtenances; bedding and backfilling;
surface restoration and other related work.
B. QUALITY STANDARDS
I. The latest published revision of the quality standards in effect shall
apply.
AASHTO T 99: Moisture -Density Relations of Soils using
5.5 lb. Rammer and a 12 inch Drop
ASTM A 746: Ductile Iron Gravity Sewer Pipe (ANSI)
ASTM C 12: Installing Vitrified Clay Pipe Lines
City of Lubbock, Dupree Park Sewer Main Replacement
C.
19
E.
09000-12
AWWA C 600: Installation of Gray and Ductile Cast Iron
(ANSI) Water mains and Appurtenances
AWWA M 23: Polyvinyl Chloride (PVC) Pipe Design and
Installation
UNI B 5:
ACPA:
NCSPA Installation
Manual:
LCP-4781:
Vitrified Clay Pipe
Handbook:
MATERIALS
Recommended Practice for Installation of
Polyvinyl Chloride (PVC) Sewer Pipe
Concrete Pipe Installation Manual
(Published by American Concrete Pipe
Association)
Installation Manual for Corrugated Steel
Drainage Structures (Published by National
Corrugated Steel Pipe Association)
Semi -Rigid Truss Pipe Handbook
(Published by Armco, Construction Products
Division)
(Published by National Clay Pipe Institute)
1. The Contractor shall install sanitary sewer pipe of the type,
diameter, wall -thickness an protective coating that is defined in the
Special Provisions or designated by the City of Lubbock Water
Utilities Department.
SURFACE PREPARATION
1. One or more acceptable types of pipe may be used. As such, the
Contractor shall have the option of installing any of the acceptable
types, provided only one type is used throughout any single size
designation or run of pipe.
WITHIN EASEMENTS, CULTIVATED OR AGRICULTURAL
AREAS
1. All vegetation, such as brush, sod, heavy growth or grass or weeds,
decayed vegetable matter, rubbish and other unsuitable material
within the area of excavation and trench side storage shall be
stripped and disposed of.
2. Topsoil shall be removed from the area to be excavated and
stockpiled, or, the Contractor may elect to import topsoil to replace
that lost during excavation. Topsoil shall be removed to a depth of
8 inches or the full depth of the topsoil, whichever is less.
City of Lubbock, Dupree Park Sewer Main Replacement
09000-13
F. WITHIN UNPAVED ROADWAY AREA
1. The Contractor shall strip that cover material from graveled
roadways or other developed, but unpaved traffic surfaces to the
full depth of the existing surfacing. The surfacing shall be
stockpiled to the extent that it is acceptable for restoration
purposes.
G. WITHIN PAVED AREA
The removal of pavement, sidewalks, driveways or curb and gutter
shall be performed in a neat and workmanlike manner. The width
of the cut shall exceed the width of the trench at the subgrade by at
least 12 inches on each side of the trench.
2. Concrete pavement, sidewalks, driveways or curb and gutter shall
�^^ be cut with a power saw to a depth of 2 inches prior to breaking.
The concrete shall be cut vertically in straight lines and avoiding
acute angles.
3. Any overbreak, separation or other damage to the existing bitumen
or concrete outside the designated cut lines shall be replaced at the
Contractor's expense. Excavated paving materials shall be
removed from the jobsite and shall not be used as fill or backfill.
4. Crossings under sidewalks, curbs and gutters or other utility lines
may be made by tunneling only if approved by the City Inspector.
H. BARRICADES AND SAFETY MEASURES
r 1. The Contractor shall, at his own expense, furnish and erect such
barricades, fences, lights, and danger signals, and shall take such
other precautionary measures for the protection of persons,
I^ property and the works as maybe necessary. Thisap rkis in a
residential neighborhood and safety is the first priority. All
sa ety measures shall meet the requirements ofThe Manual on
., Uniform Traffic.
I. CONTROL DEVICES
1. The Contractor shall be held responsible for all damage to the work
due to failure of barricades, signs, and lights to protect it, and when
damage is incurred, the damaged portion shall be immediately
removed and replaced by Contractor at his own cost and expense.
The Contractor's responsibility for maintenance of barricades,
signs, and lights shall not cease until the days of issuance to
Contractor of City's certificate of acceptance of the project.
2. Rules and regulations of local, state and Federal authorities
regarding safety provisions shall be observed.
3. OSHA's regulations for excavations, trenching, and shoring shall
be included in the Special Specifications.
FCity of Lubbock, Dupree Park Sewer Main Replacement
09000-14
J. PROTECTION OF EXISTING UNDERGROUND UTILITIES
1. The Contractor shall proceed with caution in the excavation and
preparation of the trench so that the exact location of underground
structures, both known and unknown, may be determined. If
required, the Contractor shall excavate and locate existing
underground utilities ahead of trench excavation in order that -.
necessity for grade changes may be ascertained in advance. The
Contractor shall be held responsible for the repair of such
structures when broken or otherwise damaged because of
carelessness on his part. Hand excavation shall be used where
necessary. The Contractor shall notify local utilities whenever
working near gas mains or services or near electrical or telephone
cables or when the presence of these utilities is suspected in the
area of construction. All irrigation andsprinkler head control
lines shall be repaired before final payment will be made.
I{. TRENCH EXCAVATION
1. The Contractor shall excavate as necessary to attain the lines and
grades at the locations shown on the Plans or as staked in the field.
All trench excavations shall be open cut, unless otherwise shown
on the Plans or approved by the City's Inspector. There will be no
classification of materials excavated.
2. The Contractor shall protect adjoining private and public property
and facilities, including underground and overhead utilities, curbs,
sidewalks, driveways, structures and fences. Disturbed or
damaged facilities or property shall be suitably restored or replaced
at the Contractor's expense.
3. Excavated materials unsuitable for backfill or not required for
backfill shall be disposed of by the Contractor.
4. The Contractor shall prevent surface water from flowing into
excavations. Water shall not be permitted to rise in trenches that
have not been backfilled. Any pipe having its alignment or grade
changed as a result of a flooded trench shall be relaid at the
Contractor's expense.
5. - Repose of excavation and use of shoring, sheathing, or trenching
boxes shall conform to current OSHA regulations and all state and
local safety requirements.
L. TRENCH DIMENSIONS
1. Width
a. The width of the trench shall provide adequate working
room for installation, joining and proper compaction along
both sides of the pipe. Trenches shall conform to the
following dimensions, unless otherwise shown on the
Plans.
City of Lubbock, Dupree Park Sewer Main Replacement
.r
09000-15
NOMINAL SIZE OF PIPE
MAXIMUM TRENCH
WIDTH AT TOP OF PIPE
MINIMUM TRENCH WIDTH
AT PIPE SPRINGLINE
Less than 18"
Pi a O.D. + 18"
Pipe O.D. + 12"
18" thru 36"
Pipe O.D. + 24"
Pipe O.D. + 18"
b. The width of the trench above the top of the pipe may be as
wide as necessary for shoring, bracing or proper installation
of the pipe. Excavation in paved areas shall be confined to
a minimum practical width.
c. , The Contractor may be required to take remedial actions
defined by the Water Utilities Engineer if the maximum
trench width exceeds that shown in the table. The specified
remedy shall be at the expense of the Contractor.
2. Depth
a. Trench depth shall be shown on the Plans as depth of bury
or invert grade. Pipe trenches shall be excavated to provide
a trench bottom that is firm for its full length and width.
Care shall be taken to prevent excavation below the
required depth.
b. Spongy material, organic matter, or fill material containing
concrete, asphalt or debris that is encountered during
trenching shall be excavated to the depth designated by the
Engineer.
C. Areas over -excavated for the Contractor's convenience shall
be backfilled with suitable material and compacted to a
ti density approximately equal to the density of the adjacent
soil, or backfilled with approved bedding material at the
Contractor's expense.
M. TRENCH GRADING AND FINE GRADING
1. In order to obtain a true, even grade, the trench shall be
fine -graded. The material for fine grading shall be free of
rocks, roots, grass or any other debris. The depth of the
fine grading material shall not exceed three (3) inches.
Where the trench is excavated in excess of three (3) inches
below grade, the material shall be compacted to 95%
Proctor Density or shall be replaced with bedding material.
If rock or other unyielding material shall be removed to a
depth of three (3) inches below grade and replaced with the
bedding material to grade. The grade shall be such that the
pipe will rest firmly on the bottom of the trench throughout
the entire length of the pipe cylinder.
�" City of Lubbock, Dupree Park Sewer Main Replacement
09000-16
N. EXCAVATION FOR STRUCTURES AND
APPURTENANCES
1. Excavation for manholes, structures and other "-
appurtenances shall be sufficient to provide clearances
adequate for proper backfill and compacting on all sides.
The depth of excavation, provisions for dewatering, shoring
and other applicable portions of these Specifications' shall
apply to excavation for structures and appurtenances.
2. All excavated material shall be stockpiled so as not to —
endanger the work or workmen, and in a manner that will
avoid obstructing sidewalks and driveways.
O. DEWATERING
1. All pipe trenches and excavation for structures and
appurtenances shall be' kept free of water during pipe laying
and other related work. The method of dewatering shall
provide for a dry foundation at the final grades of the
excavation. Water shall be disposed of in a manner that
does not inconvenience the public or result in a menace to
public health. Pipe trenches shall contain enough backfill
to prevent pipe flotation before dewatering is discontinued.
Dewatering shall continue until such time as it is safe to
allow the water to rise in the excavation.
P. LAYING, ALIGNING AND JOINING PIPE
L Sanitary sewer pipe shall be installed in accordance with
the manufacture's recommendations for installing the type
of pipe used, unless otherwise shown on the Plans or as
directed by the Water Utilities Department.
2. Proper equipment, implements, tools and facilities shall be
provided and used by the Contractor for safe and
convenient installation of the type of pipe being installed.
Q. RESPONSIBILITY FOR MATERIAL
1. The Contractor shall be responsible for all materials
intended for the Work that are delivered to the construction
site and accepted by him. Payment shall not be made for
materials found to be defective or damaged in handling
after delivery and acceptance. Defective or damaged
materials shall be removed and replaced with acceptable
materials at the Contractor's expense. _
2. The Contractor shall be responsible for the safe and proper
storage of such materials, until incorporated into the Work.
City of Lubbock, Dupree Park Sewer Main Replacement
09000-17
R. HANDLING
1. Pipe and accessories furnished by the Contracting Agency
shall be unloaded and distributed at the site by the
Contractor. Each pipe shall be unloaded adjacent to or near
the intended laying location.
2. Pipe, fittings, specials, valves and appurtenances shall be
unloaded and stored in a manner that precludes shock or
damage. Such materials shall not be dropped.
3. Pipe shall be handled so as to prevent damage to the pipe
ends or to any coating or lining. Pipe shall not be skidded
or rolled against adjacent pipe. Damaged coatings or
linings shall be repaired by the Contractor, at his expense in
accordance with the recommendations of the manufacturer,
and in a manner satisfactory to the City's Inspector.
S. LAYING PIPE
A 1. The pipe and pipe coatings shall be inspected for damage or
defects before being placed in the trench. Damaged or
defective pipe shall not be installed. Damage to the
coatings, linings, or pipe shall be repaired in accordance
with pipe manufacturer's recommendations.
2. After the trench has been properly fine graded, the pipe
shall be laid in accordance with the following
specifications. Each length of pipe shall be inspected for
defects and shall be thoroughly cleaned before being
lowered into the trench. Pipe laying shall proceed up -grade
with the spigot ends pointing in the direction of flow. All
pipe shall be laid true to the lines and grades as established
by the Engineer, batter boards or laser beam shall be used
and each length of pipe set to grade. Bell holes shall be
dug at each joint of sufficient depth to allow the entire
length of the barrel of the pipe to rest on the bottom of the
trench and to allow ample space for properly jointing the
pipe.
3. The jointing shall be completed for all pipe laid each day,
in order not to leave open points in the trench overnight. At
times when pipe laying is not in progress, then open ends of
the pipe shall be properly plugged. No pipe shall be laid in
water, or when trench conditions or weather is unsuitable
for such work. If the pipe is disturbed from line and grade
after being laid, the pipe shall be removed from trench, the
joints cleaned and the pipe relaid.
4. The Water Utilities Department shall be notified at least 24
r- hours in advance of when pipe is to be laid in any trench.
No pipes shall be covered or authorized for cover until they
have been inspected by the City's Inspector.
r
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'"-' City of Lubbock, Dupree Park Sewer Main Replacement
09000-18
T. BACKFILLING AROUND PIPE
1. The backfill around the pipe and to a point 6" above the
top of the pipe shall be carefully placed and shall be 3/4" —
crushed stone (conforming to A.S.T.M. D-2321 class I
bedding material).
2. The remainder of the backfill that is above six inches
(6") higher than the top of the pipe at all locations, except
under highway crossings and railroad crossings, shall be _
backfilled with loose excavated material in 12" maximum
layers and compacted by hydraulic tampers. Water jet
tampering shall not be permitted.
3. In areas to be capped with concrete, the remainder of the
backfill that is above six inches (6") higher than the
top of the pipe shall be backfilled with select excavated —
material in 6 inch to 12 inch layers and compacted to 95%
standard proctor density. The moisture content shall be
attained by prewetting and thoroughly mixing before _
applying appropriate layers to accomplish desired
compaction. All surplus material shall be loaded and
wasted at the Contractor's expense, at locations approved
by the Engineer.
4. Following the completion of the backfilling the Contractor
shall maintain the street and trench surfaces, in a _
satisfactory manner until final completion and acceptance
of the work. The maintenance to include blading from time
to time as necessary, filling depressions caused by —
settlement, sprinkling to settle dust, brooming or flushing at
the request of the Engineer and other work required to keep
the streets and roads in satisfactory condition for traffic.
The Contractor shall maintain and be responsible for all —
paving cuts until such time as City Forces shall repair cuts
with asphalt.
U. SURFACE RESTORATION —
1. All streets, alleys, driveways, sidewalks, curbs or other
surfaces broken, cut or damaged by the Contractor shall be
resurfaced in kind or as shown on the Plans. Surface shall be
graded back to original contours and turf re-established on all bare
areas as per Section 01011 "Special Contract Requirements".
V. CLEAN UP
1. Contractor's expense. All rubbish, unused materials and other
non-native materials shall be removed from the jobsite. All excess
excavation shall be disposed of as specified by the City's
Inspector, and the right-of-way shall be left in a state of
order and cleanliness.
City of Lubbock, Dupree Park Sewer Main Replacement
r
1.9 MANHOLE CONSTRUCTION
A. SCOPE
1. The work covered by this Subsection consists of constructing
precast; pre -assembled or field assembled manholes for sanitary
sewers. Construction consists of excavation; shoring; dewatering;
subgrade preparation; construction of base; placement and
assembly of risers, cone, or tops; installation of ring, cover and
adjusting rings; backfilling; surface restoration and other related
work.
B. QUALITY STANDARDS
1. The latest published revision of:
ASTM C 891: Installation of Underground Precast Concrete
Utility Structures shall apply. ,
C. MATERIALS
1. The Contractor shall install manholes of the dimensions shown on
the Plans.
D. MANHOLE BASE
1. Field poured concrete bases shall be at least 12 inches thick and
not less than 1 (one) foot greater diameter than the outside
diameter of the manhole riser section. Concrete shall be minimum
3000 psi. Concrete placement shall conform to ACI and good
construction practices. Concrete shall be consolidated and struck -
off to a horizontal surface within the forms or pouring rings.
2. Field poured concrete bases shall be reinforced as detailed on the
Plans or as shown in the Standard Details.
3. Precast reinforced concrete bases shall be of the size and shape
detailed on the Plans or as shown in the Standard Details.
E. MANHOLE BARRELS
1. Concrete manhole barrels shall be assembled of precast riser
sections. Riser sections shall be placed vertically with tongues and
grooves properly keyed. Concrete manholes shall include a water
barrier coating on the exterior surface of the concrete.
2. Invert channels shall be smooth and semi -circular in shape
conforming to the inside of the adjacent sewer section. Changes in
direction of flow shall be made with a smooth curve of as large
radius as the size of the manhole will permit. Changes in size and
grade of the channels shall be made gradually and evenly. The
City of Lubbock, Dupree Park Sewer Main Replacement
09000-20
invert channels may be formed directly in the concrete of the
manhole base or may be half -pipe laid in concrete. The floor of the
manhole outside the channel shall be smooth and shall slope
toward the channel not less than one inch per foot, nor more than
two inches per foot.
3. Free drop inside the manhole shall not exceed 30" measured from
the invert of the inlet pipe to the invert of the outlet pipe. Where
the drop exceeds 30", drop manholes shall be constructed as
detailed on the Plans or as shown in the Standard Details.
4. All connections between the riser or base sections and the sewer
pipe shall be joined in such a manner as to make the manholes
watertight. Preformed rubber waterstop gaskets cast into the riser
or base section methods. Preformed flexible plastic sealing
compounds similar or equal to "Ramnek" or "Kent Seal" are also
acceptable, provided acceptable watertightness is achieved.
F. TOP OR CONE SECTIONS
1. Flat top sections may be used on shallow lines where standard cone
sections will not conform to specified elevations.
2. Cone shaped top section shall be assembled on top of the manhole
barrel with tongues and grooves properly keyed.
3. Adjusting rings or brick may be used for adjusting the top
elevation, except that the total height of the adjusting rings shall
not exceed 12 inches at any manhole. Each manhole shall have a
minimum of 6 inches of grade adjustment.
4. Rings shall be set to the elevations shown on the Plans or
established by the City's Inspector. Concrete shall be placed
around and under the ring to provide a seal and properly seat the
ring at the required elevation. Concrete shall be rounded -off in _
accordance with the Standard Details.
G. WATERTIGHTNESS
1. The finished manhole is expected to be as watertight as the pipe
system it is incorporated into. Infiltration or exfiltration shall not
exceed the limits established in Subsection 1-3.14. The manhole
at station 7 +40 will on occasion be underwater from the adjacent
playa lake. Special precautions must be made for the ring and
cover not to leak during these times. _
2. All connections between riser sections, bases and tops shall be
sealed with preformed flexible plastic joint sealing compound.
Application of primer and sealing compound shall be
accomplished in conformance with the manufacturer's
recommendations. Grade of materials, quantity of materials and
application temperatures recommended by the manufacturer shall
City of Lubbock, Dupree Park Sewer Main Replacement
r
H.
I.
09000-21
govern. Sealing compound similar or equal to "Ramnek" or "Kent
Seal" shall be used.
BACKFILLING
1. Backfilling around manholes shall conform to the requirements as
specified for backfilling. Bedding material shall be placed up to a
point equal to that required for the adjacent pipe.
SURFACE RESTORATION
1. The top soil shall have been set aside and put back in place at the
surface. The surface shall be compacted and graded back to pre -
work conditions. The surface shall be sod with Common or Tex -
turf Bermuda.
J. QUALITY CONTROL
1. Inspection, testing, approval and acceptance shall conform to the
requirements of Section 1.2,1.3,1.4,1.5, and 1.8-B-1.
2. Materials not inspected by the City's Inspector or damaged by an
action of the Contractor may be subsequently rejected and replaced
at the Contractor's expense.
K. CLEAN UP
1. Contractor's expense. All rubbish, unused materials and other
non-native materials shall be,removed from the jobsite. All excess
excavation shall be disposed of as specified, and the right-of-way
shall be left in a state of order and cleanliness.
L. CONNECTION TO CITY SEWERAGE SYSTEM
1. Flow of any kind into the existing sewerage system shall not be
allowed until the sewer has been satisfactorily completed and
accepted for use by the Water Utilities Department.
M. TEES FOR SERVICE CONNECTIONS
1. The Contractor shall place wyes and tees for service connections
where required by the approved construction plans. Watertight
plugs shall be installed in each branch pipe or stub. Tee locations
shall be marked with a piece of two inch by four inch lumber
extended from the end of the pipe to above ground level. Service
lines shall be installed to property line.
2.0. INSPECTION, TESTING, APPROVAL AND ACCEPTANCE OF
GRAVITY FLOW SANITARY SEWERS
A. SCOPE
a. The work covered by this Specification consists of the
inspection, testing, approval and acceptance of gravity flow
City of Lubbock, Dupree Park Sewer Main Replacement
09000-22
sanitary sewers, including appurtenances normally installed
as part of the system. The work may include leakage
testing, deflection testing of flexible pipe system and _
television inspection of the interior of the finished sewer
system.
B. QUALITY STANDARDS —
b. The latest published revision of the Quality Standards in
effect at the time of bid shall apply. —
ASTM C 969: Infiltration and Exfiltration Acceptance
Testing of Installed Sewer Lines
ASTM C 828: Low Pressure Air Test of Sewer Lines.
UNI B 6: Recommended Practice for Low -Pressure _
Air Testing of Installed Sewer Pipe.
(Published by Uni-Bell Plastic Pipe Association)
C. MATERIALS
a. Water used for exfiltration tests shall be potable or as
otherwise approved by the City's Inspector.
b. Equipment necessary for any of the tests shall be of the
type, quality and capacity to perform the operations ._
required and to execute the tests specified, and shall be
furnished by the Contractor along with all labor and
materials including water.
D. INSPECTION
a. The City's Inspector shall inspect and approve all work
accomplished. Deflection testing shall be performed by the
Contractor.
E. CLEANING
a. Prior to testing any section of sewer, the Contractor shall
remove all foreign matter from the interior of the system. -'
Flushing a cleaning ball, pressure jetting or other
appropriate cleaning method approved by the City's -
Inspector may be used. Watertight plugs or other methods
approved by the City's Inspector shall then be used to
prevent dirt or debris from entering the system.
F. TESTING
a. Testing shall be conducted by the Contractor and at this
own expense.
b. All testing shall be accomplished in the presence of the
City's Inspector or his authorized representative. The City's _
City of Lubbock, Dupree Park Sewer Main Replacement
i
09000-23
Inspector shall be notified 24 hours in advance of the
testing.
C. Testing shall not commence on any portion of the pipeline,
until all field placed concrete in contact with the pipe,
fittings or appurtenances is adequately cured.
d. The Contractor shall have the option of conducting a water
exfiltration test, a low-pressure air test, or an infiltration
test if the pipeline is continuously subjected to an exterior
hydrostatic head.
e. The sewer line being tested may be filled with water for a
period long enough to allow water absorption in the pipe
wall. The saturation period shall be a minimum of 4 hours
and not more than 72 hours.
1. Exfiltration Test
a. Each section of the pipeline shall be tested
between successive manholes or other
structures. The lower end of the section
shall be closed with a watertight device.
The inlet end of the section to be tested shall
be filled with water to a point 4 feet above
the pipe invert at the centerline of the upper
manhole or structure. If the ground water
level is above the pipe invert, the water level
in the upper manhole shall be 4 feet above
the adjacent ground water level. Ground
water level shall be determined by the City's
Inspector.
b. The allowable leakage by exfiltration shall
not exceed 200 gallons/inch
diameter/mile/day. The leakage shall be
measured by checking the drop in the water
level in the upper manhole or structure over
a period of 4 hours.
C. The Contractor shall repair obvious or
concentrated leaks and whatever repairs are
necessary to reduce exfiltration leakage to an
acceptable rate. The Contractor shall repeat
the 4 hour exfiltration test after repairs until
an acceptable leakage rate is attained. All
repairs required shall be at the Contractor's
expense.
2. Low -Pressure Air Test
a. The low-pressure air test shall be conducted
in accordance to the provisions of UNI -B-6,
7 City of Lubbock, Dupree Park Sewer Main Replacement
09000-24
"Recommended Practice for Low -Pressure
Air Testing of Installed Sewer Pipe,"
published by Uni-Bell Plastic Pipe
Association.
b. The Contractor shall repeat the low-pressure
air test after repairs until an acceptable —
pressure drop for the test is attained. All
repairs required shall be at the Contractor's
expense. _
3. Infiltration Test
a. Infiltration tests are acceptable only if the
pipeline is continuously subjected to an
external hydrostatic head (ground water
level) of at least 2 feet above the top of the —
pipe at the upstream manhole or structure.
Ground water level shall be determined by
the City's Inspector. —
b. Infiltration test shall be made by sealing the
inlet and outlet ends of this pipeline and
measuring the volume of water that
infiltrates into the section being tested.
Flow measurement may be measured by
collecting the discharge into a volumetric
measuring container, weir or other
approved method.
C. The allowable infiltration shall not exceed
200 gallons/inch diameter/mile/day. The
test shall be continued over a period of at
least 4 hours. Time shall be allowed to soak '
lines and manholes in advance of
performing test. The Contractor shall repair
obvious or concentrated leaks and whatever _
repairs that are necessary to reduce the
infiltration to an acceptable rate.
d. The Contractor shall repeat the 4 hour
infiltration test after repairs until an
acceptable infiltration rate is attained. All
repairs required shall be at the Contractor's —
expense.
e. Whenever the rate of infiltration is found to —
exceed the prescribed amount, the
Contractor shall be notified in writing. The
Contractor may then be required, by the
Water Utilities Department, to provide at his
own expense, electronic or photographic
visual inspection of the interior of the
conduit. The Contractor shall make --
City of Lubbock, Dupree Park Sewer Main Replacement
N
09000-25
appropriate repairs by methods approved by
the Water Utilities Department and shall
continue to test the conduit until it is proven
satisfactory.
G. GENERAL
a. Final acceptance of the sewer line shall be based on an
inspection covering all items in this specification. The
inspection shall be done in an appropriate manner by
representatives of the Water Utilities Department. The
Contractor shall remedy, at his own expense, any poor
alignment or any other defects in workmanship or materials
revealed by final inspection. Final acceptance will be based
on reinspection of the sewer after the appropriate repairs
and corrections are completed.
H. T.V. INSPECTION
a. Where determined necessary by the City's Inspector, the
sewer shall be inspected by T.V. camera prior to final
acceptance of the pipeline. The costs incurred in making
the initial inspection by T.V. camera shall be borne by the
Contracting Agency.
b. T.V. equipment expressly designed for pipeline inspection
purposes and operated by experienced and qualified
personnel shall be pulled through the entire pipeline. The
T.V. operator shall maintain a log of all inspections and
note location, type and extent of any deficiencies. The T.V.
operator shall also photograph all deficiencies and not less
than one "typical" location per each 500 feet of pipeline
inspected.
C. The Contractor shall bear all costs incurred in correcting
deficiencies found during the T.V. inspection, including
cost of additional T.V. inspection required to verify
correction of noted deficiencies.
d. T.V. inspection conducted solely for the Contractor's
benefit shall be at the Contractor's expense.
I. DEFLECTION TEST
a. All installed sewer pipe shall be subjected to a deflection
test. Deflection tests shall be conducted in the presence of
the City's Inspector and after the pipe has been installed and
backfilled.
b. The deflection test shall be conducted by pulling a mandrel
(go -no go device) through the pipe. The mandrel shall be
designed and sized for each size of pipe and shall be at least
1.5 pipe diameters in length. The mandrel shall be
constructed with an odd number of runners placed parallel
City of Lubbock, Dupree Park Sewer Main Replacement
09000-26
to the pipe centerline and equally spaced around the
perimeter of the mandrel. Mandrels for 8 inch pipe shall be
constructed with at least 9 runners, and more runners shall
be utilized for larger pipe sizes. Test mandrel shall be
furnished by the Contractor. All test equipment, calibration
data and procedures shall be subject to the approval of the
City's Inspector.
C. Ring or diametric deflection of the installed pipe shall not
exceed 5% of the design internal diameter of the pipe. Pipe
sections that restrict free passage of the mandrel shall be
removed and replaced or excavated, rebedded, backfilled
and retested.
d. All such repairs, replacement, remedial work and retesting
performed by the Contractor shall be at his expense.
e. The deflection test may be conducted concurrently with the
T.V. inspection of the pipe interior, subject to approval by
the City's Inspector.
J. ACCEPTANCE
a. Flow of any kind into the existing sewerage system shall
not be allowed until the sewer has been satisfactorily
completed and accepted for use by the Water Utilities
Department.
b. Portions of the work completed may be placed in operation
after all cleaning, testing and inspection requirements have
been fulfilled. Such partial use or partial acceptance shall
be subject to approval of City Inspector.
K. INSPECTION, TESTING, APPROVAL AND ACCEPTANCE OF
MANHOLES
1. SCOPE
a. The work covered by this Specification consists of the
inspection, testing, approval and acceptance of manholes.
The work may include leakage testing.
2. QUALITY STANDARDS
UNI B-6: Recommended Practice for Low -Pressure Air
Testing of Installed Sewer Pipe
(Published by Uni-Bell Plastic Pipe Association)
ASTM C 969: Infiltration and Exfiltration Acceptance
Testing of Installed Concrete Pipe Manholes.
3. MATERIALS
City of Lubbock, Dupree Park Sewer Main Replacement
09000-27
a. Water used for exfiltration tests shall be potable or as
otherwise approved by the City's Inspector.
b. Equipment necessary for any of the tests shall be of the
type, quality and capacity to perform the operations
required to execute the tests specified, and shall be
furnished by the Contractor along with all labor and
materials including water.
r�
4. INSPECTION
I a. The City's Inspector shall inspect and approve all work
accomplished.
5. CLEANING
a. Prior to testing any manhole, the Contractor shall remove
all foreign matter from the interior of the manhole. Chunks
of concrete, mortar, or other debris (including dirt that may
have intruded into the interior of the manholes) shall be
removed by mechanical means. Small gravel or grit may
be removed by flushing, pressure jetting or other
appropriate cleaning methods approved by the City's
Inspector. After cleaning, the manhole cover shall be
positioned to prevent dirt or debris from entering the
manhole. Other means of preventing intrusion of dirt or
debris may be employed if approved by the City's
Inspector.
6. TESTING
a. All manholes shall be tested for leakage by an exfiltration
test.
b. Manholes may also be tested for infiltration when, in the
opinion of the City's Inspector, high ground water levels
indicate the possibility of excessive infiltration leakage at
the manhole.
C. Exfiltration Test
1. All inlet and outlet pipes in the manhole shall be
plugged with a watertight device. The manhole
shall be filled with water to a point 4 feet above the
outlet pipe invert, measured at the centerline of the
manhole. If the ground water level is above the
pipe invert, the test level shall be 4 feet above the
adjacent ground water level. Ground water level
shall be determined by the City's Inspector.
2. The allowable leakage shall not exceed 0.1
gallon/foot diameter/foot of head during a 4 hour
City of Lubbock, Dupree Park Sewer Main Replacement
09000-28
test. The manhole may be allowed to remain
saturated to allow absorption into the manhole wall
for 4 to 72 hours prior to testing.
3. The Contractor shall repeat the 4 hour exfiltration
test after repairs until an acceptable leakage rate is
attained. All repairs required shall be at the
Contractor's expense:
d. Infiltration Test
1. Infiltration tests are acceptable only if the
connecting conduit is continuously subjected to an
external hydrostatic head (ground water
level) at least 2 feet above the top of the conduit.
Ground water level shall be determined by the
procedures set forth in Section 8 of UNI -B-6.
2. All inlet and outlet pipes in the manhole shall be
plugged with a watertight device. The volume of _
water that infiltrates into the manhole during a 4
hour period shall be measured in a manner
determined by the City's Inspector. The test shall be
conducted after the manhole has been subjected to --
the maximum ground water level for at least 4 hours
to thoroughly saturate the manhole wall.
3. The allowable infiltration shall not exceed 0.1
gallon/foot of diameter/foot of head during a 4 hour
test.
4. The Contractor shall repeat the 4 hour infiltration
test after repairs until an acceptable leakage rate is
attained. All repairs requires shall be at the
Contractor's expense.
7. ACCEPTANCE
1. Portions of the work completed may be placed in operation
after cleaning, testing and inspection requirements have
been fulfilled. Such partial use of partial acceptance shall
be subject to approval of City Inspector.
2. Restoration and Clean Up:
a. The Contractor shall restore or replace all removed
or damaged paving, curbing, sidewalks, gutters,
sod, shrubbery, fences, irrigation ditches, pipe, or
other structures or surfaces to a condition equal to
that before the work began and to the satisfaction of
the Water Utilities Department. As stated
previously, the irrigation system for this park
shall be in proper opera ncondition prior to
final payment. This system includes a pneumatic
City of Lubbock, Dupree Park Sewer Main Replacement
09000-29
END OF SECTION
y" City of Lubbock, Dupree Park Sewer Main Replacement
4 ,.
sprinkler head controls stem and should be
given special consideration prior to trenching.
When pavement must be replaced and hot -mix
asphalt paving is not available, the Contractor shall
install cold -mix asphalt over the trench and replace
it with hot -mix as soon as possible. The
r"
r
construction site shall be left clean and orderly.
b. A minimum base course of six inches shall be
,..
placed in trench areas prior to either permanent or
temporary asphalt placement. The base course
1
material shall conform to the following gradation:
Percent by Weight
Passing Lab Sieves Sieve Designation
7/8" 8-30
1/2" 30-55
#4 50-70
#40 70-90
LL shall not exceed 45
PI shall not exceed 15
LS shall not exceed 5
END OF SECTION
y" City of Lubbock, Dupree Park Sewer Main Replacement
4 ,.
09000-30
Appendix 1
Contractor's Affidavit on Closing Job
City of Lubbock, Dupree Park Sewer Main Replacement
r
CONTRACTOR'S AFFIDAVIT ON CLOSING JOB
STATE OF TEXAS
COUNTY OF LUBBOCK
Before me, a Notary Public in and for Lubbock County, Texas, on
this day personally appeared who being by
me duly sworn, upon oath says:
do represent to the City of Lubbock and solemnly swear that I executed a
contract with the City of Lubbock, said contract being dated
, for ,
under , and that the work and contract has been
completed according to the plans and specifications pertaining to the
project and that all labor, materials, supplies and other cost
including equipment, rental and hire, and all expense items incurred in
connection with said project have been paid in full; that all liens and
rights to fix liens against any part of said project or the moneys,
bonds, or warrants due the contractor, have been satisfied by payment to
the claimant, his authorized agent or attorney, and full release of all
recorded liens or claims have been secured by settlement and duly filed
of record with the County Clerk of Lubbock County.
I further represent and affirm that all Federal, State and
Municipal laws were substantially complied with by me in doing and
carrying out the job and .project herein referred to and that I paid
applicable scale of wages, and this affidavit is made to secure payment
from the City of Lubbock to me of the full and final moneys due me under
this contract.
Witness my hand this day of_
Attest:
Subscribed and sworn to before me this the day of
Notary Public in and for Lubbock
County, Texas
r
09000-31
Appendix 2
Plans and Details of Construction
City of Lubbock, Dupree Park Sewer Main Replacement
I -B -8 3 7
DUPREE PARK SEWER LINE
CONSTRUCT
7401
- 24"
SEWER
LINE
,/CUT & PLUG
EXISTING 24"
UPON SUCCESSFUL TESTING OF
NEW SEWER
129.55 W 128.81 W
129.45 SE 858.3'
— — — — — — — — — — — — — — — — — — — — — — — — — — — —
EXISTING 24' VCT @ .1% GWO 10231
5 o I O�
�I
1 I `VERTICAL CONTROL
X' ON CURB
ELEVATION-140.68
tp
= 141.96
135.51 N
is 135.47 W
� W
20"
30'
60'
O
20"
I60 O
o Q
60' 14
1 o
H
DUPREE PARK
0
11
12
13
14
15
16
17
60'
60'
60'
60'
60'
60'
60'
II
II
Ij
Ij
_II
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II
9. R I I
28.67 S I j
28.71 NW
I ON
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0�
m/
A JL�
6
4.%
20 m
60TH STREET
210'
128.67
128.48
0
60'
60'
60'
60'
60
60'
60'
60'
60'
60'
90'
10
9
8
7
6
5
4
3
2
1-A
ACROSS DUPREE
140
135
130
125
PARK
740' (10'-12') CUT
NOTES:
NFOR CONSTRUCTION QUESTIONS CONTACT:
NOTE: I MATT SANCHEZ 0 125 OR
DAN SCOTT a 789-1122
Lu
2 m
�40
LOCATE IN FIELD
CONSTRUCTION FOREMAN:
PLEASE PROVIDE AS -GUILTS FOR THIS
CONSTRUCTION
•�?``v" ' +9�� LUBBOCK WATER UTILITIES
J.O. 297026
k: •:rt'M °� •• W.W.0.232.8801
ROGER GRAS 0 SCALE: 1"-100' DATE 9-14-97
M * 1t DESIGNER R.G.
Q. � 444K ;' DRAWN BY CR
250
I
CONSTRUCT 7401 - 24" SEWER LINE ACROSS DUPREE PARK
FOR INFORMATION ONLY
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PUMP STATION
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PLAYA LAKE
EXISTING 24"
858.3 _______
GHT EXISTING 24" VCT @ .1% GWO 11
�`-9 GRI L O
LII `I PICNIC SHELTER
TRASH�AN
°
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`yE5TIC4 CANTROlLI
\ELEVATIONX ON R6T140.b8
NO . Mp H ER OR TH yEHI E, ETC `5y�.
.4 W BECPLACEDGWITHINLTH�ADRI('L.iN
EXISTING TREES
TENNIS COURTS
TE PAD
ZU3.yt
TRASH &AN PICNIC SHELTER
\° GRILL I I
II
,�GRILL ��LIGHT I I
i �_� ti!IMI j I'll
� B
"
139.rRF irV9Y
1LN& 1 I Ii ! i
LIGHTS—
i I �Ri'�` I� ■ \
TRASH CAN
PICNIC SHELTERS i LIGHT
GRILL, %0j � i \
'� O
CONTROL BOX
142.33 N \
15' ESMT RELEASE
------------------
128.48 E
0
1 —B-839
SCALE 1 "=60'