HomeMy WebLinkAboutResolution - 5178 - Contract - Rhode Construction Company - Hartford Avenue Lift Station - 05/09/1996RESOLUTION NO. 5178
May 9, 1996
Item #21
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 Rhode Construction Company.
of Lubbock, Texas, to furnish and install all materials and services as bid for the Hartford
Avenue Lift Station, attached hereto and which shall be spread upon the minutes of the Council
and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as
if fully copied herein in detail.
Passed by the City Council this _
ATTEST:
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Betty A Johnson, ity Secretary
APPROVED AS TO CONTENT:
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Victor Kilmank Purchasing Manager
APPROVED AS TO FORM:
vonam v. v analver,
Attorney
DGV.js/RHODECON.RES
ccdocs/April 30, 1996
1996.
CITY OF LUBBOCK
SPECIFICATIONS FOR
HARTFORD AVENUE LIFT STATION
BID #13539
CITY -OF LUBBOCK
Lubbock, Texas
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City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
(606) 767-3000
MAILED TO VENDOR: March 29, 1996,
OLD CLOSE DATE: April 4, 1996 @ 3:00 P.M.
NEW CLOSE DATE: April 11, 1996 @ 3:00 P.M.
BID #13539 - HARTFORD AVENUE LIFT STATION
ADDENDUM #2
The following items take precedence over specifications for the above named BID. Where any item called for in
the BID documents is supplemented here, the original requirements, not affected by this addendum, shall remain in
effect.
1. The City of Lubbock will allow for 90 inch diameter wet well barrel with no increase to the
station depth.
2. Specifications titled, Hartford Avenue Lift Station Specifications, subsection, Concrete Pipe Wet
Well, (Page 4), the first sentence states, "Concrete pipe shall conform to the requirements of the
latest revision of A.S.T.M. Specifications C 76 for Class III sewer pipe." In lieu of the Class III
sewer pipe ASTM C 76, the City of Lubbock will approve precast manhole sections with tongue
and groove joints and "Conseal" primer and sealer meeting ASTM C 478. No sealer will be
allowed to protrude into the interior of the station and all testing methods and procedures will
stay the same.
3. The valve vault need not be a three sided structure fixed to the wet well barrel as shown on the
plans. A stand alone four sided structure will be considered equal. It will be the contractor's
responsibility to be aware of the space constraints.
4. Specifications titled, Hartford Avenue Lift Station Specifications, subsection, Pumps, (Page 1),
please change the fifth (5th) sentence to read as follows:
"The pumps shall be capable of handling raw unscreened sewage and pass solids up to
and including 4 inches in diameter."
5. Specifications titled, Hartford Avenue Lift Station Specifications, subsection, Pumps, (Page 1),
add the following information that pertains to the two mechanical seals:
"The lower seal should consist of a stationary seal ring and a rotating seal ring of either
tungsten carbide or silicon carbide. The upper seal should consist of a stationary seal
ring of carbon or tungsten carbide and a rotating seal ring made of hardened tool steel or
tungsten carbide."
Fs*Parch:-AAeoda.doc 329/96 2:31 PM
6. The bid closing has been changed
from: Thursday, Apri14, 1996 @ 3: 00 P.M.
to: Thursday, April 11, 1996 @ 3:00 P.M.
a.
7. Enclosed please find the revised Bid Submittal form. Please submit your bid on the enclosed
form.
t All requests for additional information or clarification must be submitted in writing and directed to:
l Laura Ritchie
Buyer
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
Questions may be faxed to: (806)767-2164
THANK YOU,
LAURA RITCHIE
BUYER
PLEASE RETURN ONE COPY WITH YOUR BID
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City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
(806) 767-3000
MAILED TO VENDOR:
CLOSE DATE:
BID #13539 - HARTFORD AVENUE LIFT STATION
ADDENDUM #1
March 25, 1996
April 4, 1996 @ 3:00 P.M.
The following items take precedence over specifications for the above named BID. Where any item called for in
the BID documents is supplemented here, the original requirements, not affected by this addendum, shall remain in
effect.
1. Specifications titled, Hartford Avenue Lift Station Specifications, subsection, Motors, (Page 2),
change the second sentence of the second paragraph to read as follows:
" .....Power cable shall be adequate length for installation in 24 -feet depth wet well,
water proof, totally flexible and properly sized to prevent voltage drop along its length
during peak operation.,'
2. Specifications titled, Hartford Avenue Lift Station Specifications, subsection, Level Controller,
(Page 4), change the Item #7 to read as follows:
4-7. Power cables (Wet well depth 24
All requests for additional information or clarification must be submitted in writing and directed to:
Questions may be faxed to:
PLEASE RETURN ONE COPY WITH YOUR BID
6vurcluaddend-We 3.23/96 9:13 AM
Laura Ritchie
Buyer
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
(806)767-2164
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LAZRITCHIE
BUYER
CITY OF LUBBOCK
INVITATION TO BID
FOR
TITLE: HARTFORD AVENUE LIFT STATION
ADDRESS: LUBBOCK, TEXAS
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BID NUMBER: 13539
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PROJECT NUMBER 9972.9226
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CONTRACT PREPARED BY: PURCHASING DEPARTMENT
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
7. CONTRACT
8. GENERAL CONDITIONS OF THE AGREEMENT
9. CURRENT WAGE DETERMINATIONS
10. SPECIFICATIONS
11. SPECIAL CONDITION
NOTICE TO BIDDERS
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NOTICE TO BIDDERS
BID #13539
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
4th day of Anril.1996, 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:
"HARTFORD AVENUE LIFT STATION"
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 25th day of Anril,1996, 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 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 5100,000 and the successful
bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 1000/0 of
the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company
carrying a current Best Ratite of B or aWrior 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 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.
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 28th day of March,1996, at 9:00 o'clock
a.m., in the Purchasing Conference Room L-04, 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 5159x, 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.
The City of Lubbock does not discriminate against persons with disabilities. City 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 LUBB
tOR
PG MANA
Bid documents may be obtained upon request from the Purchasing Department at 1625 13th Street,
Room L-04, Lubbock, Texas 79401; Telephone (806)767-2167/Fax (806)767-2164.
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GENERAL INSTRUCTIONS TO BIDDERS
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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 HARTFORD AVENUE LIFT STATION.
2. 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.
3. 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.
4. BIDDER INQUIRIES
No bidder shall request any information verbally. All written requests for additional information or clarification concerning
this bid must be addressed to:
RON SHUFFIELD
SENIOR BUYER
CITY OF LUBBOCK
P.O. BOX 2000
LUBBOCK, TX 79457
FAX (806)767-2164
5. TIME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed within 120 (ONE HUNDRED TWENTY)
consecutive calendar days from the date speed 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 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 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
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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
r responsibility of complying with this provision. The specifications for materials and methods 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).
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.
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.
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.
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
r and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities
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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,
r at Contractor's expense.
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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
i 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.
i 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 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.
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
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.
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t 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 insurance certificates furnished shall name the City as an additional insured and shall further state that all
subcontractors are named as additional insureds, 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.
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 5159x, 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
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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.
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In any event, if a condition should occur or 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, 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 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
Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or
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:
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(a) Bidder's name
(b) Bid for (description of the project).
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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.
0) 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.
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BED SUBMITTAL
BID SUBMITTAL,
UNIT PRICE BID CONTRACT
PLACE: L
DATE:
PROJECT NUMBER: 13539 - HARTFORD AVENUE LIFT STATION
Bid of 2/7 Q e Com S
(hereinafter called Bidder)
!-� To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The/
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,
construct the project in accordance with the plans, specifications and contract materials, and supplies; and to
Price stated below... The price to cover all �� within the time set forth therein and at the
expenses incurred in performing the work required under the contract documents.
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 sated in Exhibit "A" of
this bid.
Bidder hereby agrees to commence the work on the above project on or before a date to be
Proceed" of the Owner and to fully complete the project within 120 (ONE HUNDRED TWENTY) consecutive seed in a written "Notice to
thereafter as stipulated in the nsecutive calendar days
Specifications and other contract documents. Bidder hereby further agrees to pay to Owner as
liquidated damages the sum of 5200.00 (TWO 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.
The undersigned Bidder hereby declares that he has visited the site of the work and has c arefull
specifications and contract documents pertaining to the work covered by this bid, and he further a y examined the plans,
before the date specified in the written notice to pro g to commence on or
w` the contract documents. and to substantially complete the work on which he has bid; as provided is
i,!
Bidders are required, whether or not a payment or performance bond is
req
check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliables to surety
com a cashier's check or certified
the order of the City of Lubbock in an amount not less than five percent (S%) of the total amount of the bid subas Payablmitted ewithout recourse
!^ guarantee that bidder will enter into a contract and execute all n
the contract to him wry bonds (if required) within 10 days after notice of award of
Enclosed with this bid is a Cashier's Check or Certified Check for
I (S ) or a Bid Bond in the sum of _ � q• Dolma (g ), 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 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)
�iiod� �ra..5 �ryC iia rJ Cao.
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Address
G��,bboG, Lubf�ocK
City, .County
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State Zip Code
Telephone: No - 7 2 2 0
Fax Number:} '7 9,Z -7 :Z
(Seal if Bidder is a Corporation)
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EXMI T KA"
BID #13539
HARTFORD AVENUE LIFT STATION
Estimated
Item Quantities TotalUnit Amount
No. &Units Description of Items Price Bid
1. 1 Lump Sum Lift station furnished and installed, including excavation,
Pumps, PIPmg, fittings, valves, controls and all other
incidentals required for a complete installation, lump sum.
SERVICES: (s 2ff 2c) (s 28, Z$ 3.04
MATERIALS: (s �/ % a (s (Q / 7Zf1, 6p
TOTAL:'.
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2. 26 8" Ductile iron sewer pipe, including embedment,
Lin. Ft. furnished and installed complete in place, 16-18' cut,
per linear foot.
SERVICES: ($ // 76 d) (s,-3,04 Z.OA
MATERIALS: ($ . j0� o a) (s 7M6 -oz)
TOTAL:'/tL� �2c :.r� sL� c.t .L ,�••-, J _, .' �G lC't-„� �(s /'� 7 4 a ) (s 3, a'Z Z. G� Z�
3. 32 6" Ductile iron force main, furnished and installed
Lin. Ft. complete in place, including all fittings per linear foot.
SERVICES:
MATERIALS:
TOTAL:
(s 2'to c) ($ IF2w,o°)
(s a4oa
Bid Proposal - Hartford Avenue Lift Station
Page 2
4. 26 Trench shoring including all labor and materials
Lin. Ft furnished and installed Complete in place, 16-18' cut;
SERVICES:
MATERIALS:
TOTAL:
TOTAL SERVICES— �Z 3 7 7, c o
TOTAL MATERIALS ���, �/!,� �. 6 Q
TOTAL BID (Items 1 through 4) i Z 7, 00
Authorized Signature
,{- //- 9�
Date
LIST OF SUBCONTRACTORS
Minority Owned
Yes No
❑ x
0 t8;
0 ❑
❑ 0
0 0
0 ❑
❑ ❑
0 0
❑ 0
0 0
i
7 CNA INSURANCE COMPANIES
PM CNA Plaza, Chicago, Illinois 60685
BID BOND
KNOW ALL MEN BY THESE PRESENTS: That we Rhode Construction Company
and Continental CasualtyCompany , Principal,
p Y , Surety, are held and firmly bound
unto CITY OF LUBBOCK, TEXAS
in the sum of FIVE PERCENT OF THE GREATEST AMOUNT BID-------- Obligee,
------------- ------
---Dollars (-------5%-------)
for the payment of which we bind ourselves, our legal representatives, successors and assigns,
jointly and severally, firmly by these presents.
for WHEREAS, Principal has submitted or is about to submit a proposal to Obligee on a contract
HARTFORD AVENUE LIFT STATION
BID NO. 13539
NOW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within
such time as may be specified, enter into the contract in writing and give such bond or bonds as
may be specified in the bidding or contract documents with surety acceptable to Obligee; or if
Principal shall fail to do so, pay to Obligee the damages which Obligee may suffer by reason of
such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise to
remain in full force and effect.
Signed, sealed, and dated this
G -23054-D
CNA
For A U rhe Commitments You Mali._'
4TH day of APRIL , 1996 .
Rhode Construction Company
/J {Principal
By: C� 44," .�/off
✓ �- .• (Seal)
CARMAN G. RHODE, VICE-PRESIDENT
Continental Casualty Company
ureh
By: ) `L" �i� (seal)
MARLA HILL , Attomey-in-fact
0VA
r w All the Cem C ocnt. %— wa.
IMPORTANT INFORMATION
7 FOR TEXAS POLICYHOLDERS
TO OBTAIN INFORMATION OR MAKE A COMPLAINT, YOU MAY CALL
OUR TOLL-FREE TELEPHONE NUMBER
1-800-262-1113
ALSO
YOU MAY CONTACT
THE TEXAS DEPARTMENT OF INSURANCE TO OBTAIN INFORMATION
ON COMPANIES, COVERAGES, RIGHTS OR COMPLAINTS AT
1-800-252-3439
YOU MAY WRITE
THE TEXAS DEPARTMENT OF INSURANCE
PO BOX 149104
AUSTIN TX 78714 9104
FAX (512) 475-1771
PREMIUM OR CLAIM DISPUTES
Should you have a dispute concerning your premium or about a claim, you should contact
your 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.
Continental Casualty Company
CNA
For All the Commitments You Make• AN ILLINOIS CORPORATION
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Men by these Presents, That CONTINENTAL CASUALTY COMPANY a corporation duly organized and existing under the lav
of the State of Illinois, and having its principal office In the City of Chicago, and State of Illinois, and having its principal office in the Ci
of Chicago, and State of Illinois, does hereby make, constitute and appoint Howard Cowan, Mi ke Henthorn,
r Ron Stroman, Carla Rogers, Pete Binggeli, Kevin J. Dunn, Angie Goff, Marla Hill
d Individually
of Lubbock, Texas
its true and lawful Attorney-in-fact with full power and authority hereby conferred to sign, seal and execute in its behalf bonds, undertaking
and other obligatory instruments of similar nature
In Unlimited Amounts –
r
i and to bind CONTINENTAL CASUALTY COMPANY thereby as fully and to the same extent as If such instruments were signed by the dul
authorized officers of CONTINENTAL CASUALTY COMPANY and all the acts of said Attorney, pursuant to the authority hereby given ar
hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Director
of the Company.
"Article IX—Execution of Documents
Section 3. Appointment of Attomey-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Grou;
Vice President may, from time to time, appoint by written certificates attomeys-in-fact to act in behalf of the Company in the execution
of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attomeys-in-fact, subject to th
limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and executioi
of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President or am
Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority previously givei
to any attomey-in-tact."
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Boar(
of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company mai
be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of th(
Secretary or an Assistant Secretary and the seat of the Company may be affixed by facsimile to any certificate of any such power anc
any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such powe
so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to whict
it is attached, continue to be valid and binding on the Company."
In Witness Whereof, CONTINENTAL CASUALTY COMPANY has caused tI&gSg�sgnts to be signed by its Group Vice Presidept anc
Its corporate seal to be hereto affixed this 1 �+ day of r 19 y4
State of Illinois
ONTINENTAL CASUALTY COMPANY
County of Cook } ss
�3 SEAL .0 onnahme Group Vice President,
/M
On this 1st day of December •, 19 94 ,before me personally came
M.C. Vonnahme, to me known, who, being by me duly sworn, did depose and say: that he resides in the Village of Darien, State of Illinois;
that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY the corporation described in and which executed the above
Instrument; that he knows the seal of said Corporation; that the seal affixed to the sald instrument is such corporate seal; that it was so
affixed pursuant to the said instrument is such corporate seal; that It was so affixed pursuant to authority given by the Board of Directors
of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said
corporation.
�c
NOTARY
PUSUC
coop cc„Linda C. Dempsey ry
CERTIFICATE
My Commission Expires Oc obe 19, 199E
1, John M. Littler, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, do certify that the Power of Attorney herein above set forth
is still in force, and further certify that Section 3 of the Article IX of the By -Laws of the Company and the Resolution of the Board of Directors,
set forth in said Power of Attorney are still In force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the
said Company this 4TH day of APRIL .19 %
-
yl
SEAL t JOHM. Litt Assistant Secretary.
Forth 1.23142-8 rr.+
INV. NO.G•56623-D
PAYMENT BOND
BOND CHECK
BEST RATING
LICENJI DIV TEXAS
DAT5Y
r
STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $25,000)
RHODE CONSTRUCTION COMPANY
KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as
r Principal(s), and CONTINEMTAIL COUALTY MWANy
i
(hereinafter called the Surgty as Surety sare ld d y bound unto the City of Lubbock (hereinafter called the Obligee), in
�..the amount of o illars ($ ?6lawful money of the United States for the
payment whereof, the sAdi Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,
jointly and severally, firmly by these presents -
WHEREAS, the ' cipal has entered into a certain written contract with the Obligee, dated the � day of
i 19 to
and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the
4 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.
rw
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 13 day of
196
WNTINZ:N'rtIASUA RHODE CONSTRUCTION COMPANY
!^ Surety % � Principal
(Title) HOWARD COWAN (title)
ATTY IN FACT' By: �r e sl
(Title)
By:
(Title)
r
r
Thun surety company represents that it is duly qualified to do business in Texas, and hereby designates
j 0WAFr Ee 6610A'Y 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.
Approved as to form:
City oU4bock
13y:
City Attorney
CONTINENTAL CASUALTY CWARy
Surety
* By:
ifle) HPWARttOWAN
ATTY m FACT -
* 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
i
PERFORMANCE BOND
BOND CHECK
BEST RATING
LICENSED IN TEXAS
DA��BY
STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $ 100,000)
RHODE CONSTRUCTION COMPANY
PON KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and
CONTINENTAL COLALTy Ct1t#P##
(hereinafter call@d th S as S are eld bound unto the City of Lubbock (hereinafter called the Obligee), in
the amount of liars (SQ� '�. ) lawful money of the United States for the
Payment whereof the id Principal 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 thea day of
.�
19C to
and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the
k 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.
91
r
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 Sure
ty (s) have signed and sealed this instrument this%�' day of
19%
RHODE CONSTRUCTION COQ PA NY
Surety , � Principal
* By: `� Bye... -/ sir►-
HOWARD COWAN (Title)
ATTY IN FACT By: joe� ,S /mac N
(Title)
By:
(Title)
7
i
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates
'H' 0 ent 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.
Approved as to Form
City of Lubbock
By
Attorney
CONTINENTAL CASUALTY COMPANY
Surety
(Title) HOWARD COWAN-
ATTY-tICT
* 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.
NA
r
r
IMPORTANT INFORMATION
FOR TEXAS POLICYHOLDERS
TO OBTAIN INFORMATION OR MAKE A COMPLAINT, YOU MAY CALL
OUR TOLL-FREE TELEPHONE NUMBER
1-800-262-1113
ALSO
YOU MAY CONTACT
THE TEXAS DEPARTMENT OF INSURANCE TO OBTAIN INFORMATION
ON COMPANIES, COVERAGES, RIGHTS OR COMPLAINTS AT
1-800-252-3439
YOU MAY WRITE
THE TEXAS DEPARTMENT OF INSURANCE
PO BOX 149104
AUSTIN TX 78714 9104
FAX (512) 475-1771
PREMIUM OR CLAIM DISPUTES
Should you have a dispute concerning your premium or about a claim, you should contact
your 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
G -53752 -M -D
is -
Continental Casualty Company
CNA
For All the Commitments You Makem
AN ILLINOIS CORPORATION
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEYdN-FACT
( Know All Men by these Presents, That CONTINENTAL CASUALTY COMPANY a corporation duly organized and existing under the laws
of the State of Illinois, and having its principal office in the City of Chicago, and state of Illinois, and having its principal office in the City
of Chicago, and State of Illinois, does hereby make, constitute and appoint Howard Cowan, M i ke Henthorn ,
Ron Stroman, Carla Rogers, Pete Bing ell, Kevin J. Dunn, Angie Goff, Marla Hili,
Individually
of Lubbock, Texas
Its true and lawful Attomey-in-fact with full power and authority hereby conferred to sign, seal and execute in its behalf bonds, undertakings
l and other obligatory instruments of similar nature
In Unlimited Amounts —
r
ana iv oma UUM I mrw IAL. UAavAL.i T UUMPANT tnereby as fully and to the same extent as it such instruments were signed by the duly
authorized officers of CONTINENTAL CASUALTY COMPANY and all the acts of said Attorney, pursuant to the authority Hereby given are
hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authorityof the following By -Law duly adopted by the Board of Directors
of the Company.
"Article DC—Execution of Documents
Section 3. Appointment of Attorney-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Gmuo
Vice President may, from time to time, appoint by written certificates attomeys-in-fact to act in behalf of the Company in the execution
of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attomeys-in-fact, subject to the
limitations set forth in their respective certificates of authority, shall have full power to bind the Company their signature and execution
,,.. of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board ofW,motors, the President or any
I Executive, Senior or Group Vice President or the Board of Directors, may, at anytime, revoke all power and authority previously given
t to any attomey-in-fact."
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board
of Directors of the Company at a meeting duly called and held on the 17th day of February, 1893.
"Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may
be affixed by facsimile on any power of attomey ranted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and
any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power
so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which
It is attached, continue to be valid and binding on the Company."
WiteWteoeONTIINxd�sASUALTY COMPANY has tlojggpsgrs to be signed by its Group Vice Preidept and corporate seal to be haffixedIday
State of Illinois 5ONTINENTAL CASUALTY COMPANY
County of Cook } ss�� fir.
SEAL
.0 onnahme Group Vice President.
. fnf
On this 1st da of December 94 personally
ame
M.C. Vonnahme, to me known, who, beg, by me duly sworn, did depose and say. that he resides in the Village of Darien,State of Illinois;
that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY the corporation described in and which executed the above
Instrument; that he knows the seal of said Corporation; that the seal affixed to the said Instrument is such corporate seal; that it was so
.affixed pursuant to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors
of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said
corporation.
era c�
.4
NOTARY
PuBUC
co..`unda C. Dempsey
CERTIFICATE My Commission Expires Oc obe 19, 19
I, John M. Littler, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, do certify that the Power of Attomey here above set forth
Is still in force, and further certify that Section 3 of the.Article IX of the By -Laws of the Company and the Resolution of the Board of Directors,
set forth in said Power of Attorney are still in force- in testimony whereof I have hereunto subscribed my name and affixed the seal of the
said Company this 13TH day of MAY .18 may_ .
7 Form 1.23142.8
Jo . uti Assistant Secretary.
SEAL t
sem' INV. NO.G•56623-0
CERTIFICATE OF INSURANCE
PRODUCER
lt
Sanford Insurance Agency
P.O. Bob 64790
Lubbock, TB 79464
(806) 792-5564
INSURED
RHODE CONSTRUCTION COMPANY
F.O. BOX 53370
LUBBOCK, TX 79453
. .ryvxi(S:s:'v:} �::fj'i�:.�h%' Ji�i:+ri4` v:�: '�"k'hY,'if{ :•{•F{�'::i: '{::i.+sh:?. i!;4;i:,>Z.?.:fit•, DA Z PUWWM
Hy, •��t }Kcl� �: zfiFr��;: '.w�y,`/.Xfy � fo- ' i:f• ; ks: :}r • •r.,+;'y�r�":
r.:r.:•r.:{:,�•.,•S:Y;{'t:;kH.•::',<,'::%:;' �cr•'.:r.':'••:Y.,;.tY$::f,.•:'c:+;S;:as.••<rr:',•:;f:::i.'•v+{:',��
�.. r 5/14/199
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 POLCIES BELOW-
COMPANY
TRANSCONTINENTAL / CNA
COMPANY
B CONTINENTAL CASUALTY / CNA
COMPANY
C
COMPANY
D
. .....................
....BE..
THIS IS TO CERTIFY THAT THE POUCIES OF INSUR........._.......r.,.,-.„........,•..:.,,rr..,•:::v::-r:x-::vx:•,uu::uc•:.t•.ca+tx7c:.::rcf•:;.ft•;7F:LX;�vRfR;].2:;:fi::i.:•`.:?::3.:::^'v. h:.Ycfr#'x.,' :'•
ANCE USTED UJW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. OMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
LT TYPE OF INSURANCE POLCY NEER POLICY EFFECTIVE POLICY EIII MTION
DATE PUDDAM DATE QAVDD/YV) LAM
GENERAL LIABL/ry WERN. AGGREGATE $2AN,0D0
A COMMERCIAL GETIERAL Lwmm SET1031204OU 10/03L/95
0/Ol/95 10/01/96
0/01/96 PRODUCTS - COIvIPIOP AGO $2.�.ODO
CLAM MADE ®OCCUR PERSONAL a ADV NJURY $1,000,000
ovnTTs s coNTRACroas PROT EACH OCCURRENCE =1,000,000
FIE DAMAGE one Are) $50.000
MID one Pawn) $5.000
AUTOYOBLE LIABLITY
B 8 ANY AUTO BUA10312D4979 10/01/95 10 /O 1 /9 6 D
ALL OWNED AUTOS -
BODILY INJURY
SCHEDULED S (Per Peron) :
X HIRED AUTOS
X NON OWNED AUTOS BODILY et i
PROPERTY DAMAGE $
GARAGE LIABLRY AUTO ONLY - EA ACCIDENT $
ANY AUTO OTHER THAN AUTO ONLY:
EACH ACCIDENT $
AGGREGATE s
■KESS UABLm
B X UM69ELU FORM
OTHER THA! UMBRELLA FORM
MOMM COIlET1SATKIN AND
A EMPLOYERS` LI"Am
THE PROPRIETOR/
PAWTNEiLSIEXECURVE X NCL
OFFKERs ARE ExcL
V
10/01/95 10/01/96
STATUTORY WITS
10/01/95 10/01/96 EACH AWOENT
DISEASE • POLICY OMIT
DISEASE - EACH EMPL&
DESCRIPTION OF OPERATION"OCATIONS/ EH"E&4PECIAL REYq
Additional Insured on GL 6 Auto, Waiver of Subrogation on GL, Auto and
Workers Compensation all in favor of Certificate Holder.
BUILDERS$ RISK POLICY #ECA20388113 - 10/01/95-96, $96,327.00 COVERAGE
AT SITE.
CITY OF LUBBOCK, TX
ATTN: LAURA RITCHIE
P.O. BOX 2000
LUBBOCK TX 79457
&WILD ANY OF THE ABOVE MCRBED POLIM BE CANCELLED BEFORE THE
EXPRATION DATE TNEREOF, THE IBSUNG COMPANY WILL ENDEAVOR To YAM
10 DAYS WRITTEN NOTICE TO 11IE CERTWICATE HOLDER MANED To THE LEFT,
BUT FALURE TO IIAAL /UCH NOTICE $MALL NOSE No OBBLIDAi1pN OR LIABLti7
OF_ MY IND UPON _THE enBT my r n AnwwM
,y
e��
.....................................
-............................
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED 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 THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
00
TYPE OF INSURANCE POLICY NUMBER : POLICY EFFECTIVE ;POLICY EXPIRATION
LTR
_.....-
; DATE (MMIDDMY) DATE (MMIDDtMLIMITS
GENERAL LIABILITY BINDER 66.115.4 05114196 05/14/97
A ; ........ ;
GENERAL AGGREGATE s
COMMERCIAL GENERAL LIABILITYPRODUCTS
............ ..............
WIMP/OP AGG. S
CLAIMS MADE x : OCCUR. i i
:........, .........
? PERS DNAL a ADv. INJURY i
$.....
OWNERS a CONTRACTORS PROT.
......................... I......................
EACH OCCURRENCE i
............................................................... i
;FIRE DAMAGE (Any one Ike). i
............... ....................................................
MED. EXPENSE (My one person) i
AUTOMOBILE LIABILITY
COMBINED SINGLE
ANY AUTO;LIMB
i
ALL OWNED AUTOS i
_.
BY
�II. NJJURY
SCHEDULED AUTOS
: (Per person) i
HIRED AUTOS i
BODILY INJURY
NON -OWNED AUTOS i
:(Per eCCkleni) s
GARAGE LIABILITY
PROPERTY DAMAGE
EXCESS LIABILITY
EACH OCCURRENCE
UMBRELLA FORM
...........................................................
AGGREGATE s
OTHER THAN UMBRELLA FORM
.............. ................ ............................................................................
WORKER'S COMPENSATION
AND
EMPLOYERS LIABILITY
........................................................................................................
OTHER
............ ............ .................................................. .......................................................
DESCRIPTION OF OPERATIONSIWCATIONSNEHICLESSPECLAL ITEMS
Construct Lift Station
..............................................;. :: ::.
STATUTORY LIMITS
EACH ACCIDENT i
.......................................................................................
DISEASE - POLICY LIMB i
DISEASE - EACH EMPLOYEE i
............ :................. ....................................................................................................
.
?::<'• SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
City of Lubbock
<E MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
P.O. 80Z 2000mi LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE,NO,OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AG OR R ESENTATIVES.
Lubbock, TX 79457
N
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.
Agent (Signature) Agent (Print)
Name of Agent/Broker:
Address of Agent/Broker:
City/State/Zip:
Agent/Broker Telephone #: ( )
Date:
CONTRACTOR'S NAME:
(Print or Type )
CONTRACTOR'S ADDRESS:
NOTE TO AGENT/BROKER
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)767-2165.
BID #13539 - HARTFORD AVENUE LIFT STATION
a
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;
greements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to
beginning work on the project;
r,.. (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 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:
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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 (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."
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"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
(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 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. 0
CONTRACT
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STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMEN7 T, made and entered into this 9th day of May.1996. by and between the City of Lubbock, County of
Lubbock, State of Texas, acting by and through David R Langston, Mayor, thereunto authorized to do so, hereinafter referred to as
OWNER, and RHODE CONSTRUCTION COMPANY of the City of Lubbock. County of Lubbock, and the State of Tem.
hereinafter termed CONTRACTOR
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WTTNESSETIL 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 # 13539 - HARTFORD AVENUE LIFT STATION - $96,327.00
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 firrmsh 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 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.
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Owner's Representative
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CONTRACTOR
RHODE CONSTRUCpTION�CgOMPANY
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COMPLETE ADDRESS:
Rhode Construction Company
P.O. Box 53370
Lubbock, Texas 79453
GENERAL COMMONS OF THE AGREEMENT
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1. OWNER
2.
3.
4.
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6.
7.
GENERAL CONDITIONS OF THE AGREEMENT
Whenever the word Owner, or the expression Party of the First Part, 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 the expression Party of the Second Part, or Second Party, is used, it shall be understood
to mean the person, persons, co -partnership or corporation, to -wit: RHODE CONSTRUCTION COMPANYt who has
agreed to perform the work embraced in this contract, or to his or their legal representative.
OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to,
City of Lubbock, under whose supervision these contract documents, including plans and specifications, were prepared, and
MIIZE MURPHY, CHIEF ENGINEER, who will inspect constructions; or to such other representative, supervisor, or
inspector as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisor or
inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the
Contractor or men acting in 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 his inspection in
accordance with the Notice to Bidders.
INTERPRETATION OF PHRASES
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.
SUBCONTRACTOR
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.
NOTICE
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 him who gives the notice.
8. WORK
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.
SUBSTANTIALLY COWLETED
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. AI. YOUT
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.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with one copies of all plans, Profiles and Specifications without expense to him and he
shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress of quality of the executed work and
to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to
make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will he be responsible for
the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His
efforts will be directed towards providing assurances for the Owner that the completed project will conform to the
requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform the work in
accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the
progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever 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 his 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 him, his Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owner's
Representative at Contractor's expense.
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14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
f Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative
shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to
insure the proper execution of the contract. In order to permit delays and disputes and to discourage litigation, it is further
agreed that the ownees Representative shall, in all cases, determine the amounts and quantities of the several kinds of work
>> which are to be paid for under this contract. He 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 Owner's Representatives' estimates and findings shall be conditions precedent to the right to any
action on the contract, and to any rights of the Contractor to receive any money under this contract.
.. The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the Contractor a
a written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work
or the interpretation of the contract, specifications and plans.
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 famished 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 six (6) days make written appeal to the Owner's Representative for his
decision.
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 his absence and all directions given to him shall be
binding as if given to the Contractor. 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.
The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of his 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 himself as to the nature and 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 effect the work under this contract. No verbal agreement or conversation with any
officer, agent, or employee of the Owner, either before or after the execution of this contract, shall effector modify any of
the terms or obligations herein contained.
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21.
HARACTER OF W
The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work required
under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform him in writing that
any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, such man or men shall be
discharged from the work and shall not again be employed on the work without the Owner's Representative's written
consent.
CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and
completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also
understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials,
tools, equipment or machinery or any part of the work until it is finally completed and accepted.
The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's
Representative shall direct, and the sanitary conditions of the grounds in or about such structure shall at all times be
maintained in a manner satisfactory to the Owner's Representative.
SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be
constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's
Representative and their use shall be strictly enforced.
OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all reasonable times to observe and test the work. Contractor
shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location .—
wherever work is in preparation or progress. Contractor shall ascertain the scope of any observation which may be
contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be
ready for such observation. Owner or Owner's Representative may reject any work found to be defective or not in
accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such
errors and regardless of whether Owner's Observer has previously accepted the work through oversight or otherwise. If any
work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's
Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being --
fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make
observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require
Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons
competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such
tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other
applicable organization as may be required by law or the contract documents.
If any work which is required to be inspected, tested, or approved is covered up without written approval or consent of the
Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for
observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be bore—, by
the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests,
inspections or approval, and any work which meets the requirements of any such tests or approval but does not meet the
requirements of the contract documents shall be considered defective. Such defective work shall be corrected at the
Contractor's expense.
Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's
r., Representative, or other persons authorized under this agreement to make such inspections, tests, or approvals shall relieve
the Contractor from his obligation to perform the work in accordance with the requirements of the contract documents.
22. DEFECTS AND THEIR REMEDIES
It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or
selected for the same, shall be deemed by the Owner or Owners' Representative as unsuitable or not in conformity with
plans, specification and contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's
Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full
accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at
Contractor's expense.
23. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line,
grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the
beginning of the construction, without affecting the validity of this contract and the accompanying bond.
If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for
damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the
increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity
actually done and at the unit price established for such work under this contract; otherwise such additional work shall be
paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any
work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for
any material or labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in
preparation for the work as originally planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the
Owner or Owner's Representative to be done by the Contractor to accomplish arty change, alteration or addition to the work
as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided
under Changes and Alterations herein.
It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when
presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor
to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to
the Contractor for performing said extra work shall be determined by the following methods:
Method (A) - By agreed unit prices; or
Method (B) - By agreed lump sum; or
Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then
the Contractor shall be paid the actual field cost of the work, plus fifteen (150%) percent.
,•• In the event said extra work be performed and paid for under Method (C), then the provisions of this paragraph shall apply
and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics
and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used
r•on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on
account of such extra work, including Social Security, Old Age 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
rr"' the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The
c. ,
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 1000/a, 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 (151/6) of the actual field cost to be paid to Contractor shall
cover and compensate him for his 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 he should receive compensation or an
adjustment in the construction time, he shall 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). The Contractor will thereby preserve the right to submit the matter of payment to
arbitration as herein below provided.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this contract 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. If the Contractor finds any discrepancies or omissions in these plans, specifications, or contract documents,
he should notify the Owners' Representative and obtain a clarification before the bids are received, and if no such request is
received by the Owner's Representative prior to the opening of bids, then it shall be considered that the Contractor fully
understands the work to be included and has provided sufficient sums in his bid to complete the work in accordance with
these plans and specifications. It is further understood that any request for clarification must be submitted no later than five
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. --
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 his force or equipment, or both, to such an extent as to give reasonable assurance of
compliance with the schedule of progress.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
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, his sureties and insurance carriers shall defend,
indemnify and save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any
character whatsoever, brought for or on account of any injuries or damages received or sustained by any person or persons
or property, on account of any negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the
execution and supervision of said contract, and the project which is the subject matter of this contract, on account of the
r•• failure of Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be required to
pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, or employees including
attorney's fees.
1^ The safety precautions taken shall be the sole responsibility of the Contractor, in his 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 his duty and shall not be construed as any assumption of duty to supervise safety precautions by either the
Contractor or any of his subcontractors.
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) 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 insurance certificates famished shall name the City as an additional insured and shall further state that all
subcontractors are named as additional insureds, 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.
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 coverages shall be submitted prior to
contract execution.
A. , Comprehensive General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $750.000 Combined Single
Limit in the aggregate and per occurrence to include:
Premises and Operations
Explosion & Collapse Hazard
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, $500.000 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, $500.000 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
The Contractor shall obtain a Builder's Risk policy in the amount of 0% of the total contract price (1001/6 of r
potential loss) naming the City of Lubbock as insured.
E. Umbrella Inability Insurance
The Contractor shall have Umbrella Liability Insurance in the amount of $500.000 on all contracts with coverage
to correspond with Comprehensive General Liability and Comprehensive Automobile Liability overages.
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 overage ("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 overage 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 0406.096) - 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 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 overage 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.
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4. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of
F" the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage
i 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 overage, prior to that person beginning work on the project, so the governmental
rr entity will have on file certificates of overage showing overage 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 overage 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 overage 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 odes and payroll amounts and
filing of any overage 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
r, coverage showing that overage is being provided for all employees of the person providing
services on the project, for the duration of the project;
(c) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of overage, if the overage period shown on the current certificate of
overage ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and provide to the contractor:
is
(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 overage, 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
(1) - (7), 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.
(5) 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.
(6) 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.
(7) 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. --
(8) If policy limits are paid, new policy must be secured for new coverage to complete project.
(9) A Contractor shall:
a
r
(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 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 langwrge 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 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."
"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
(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;
F
(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 language in subsection (e)
(3) of this rule;
(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;
(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 (A) - (H), with the certificate of coverage to be provided to the person for
whom they are providing services.
29. DISABLED EMPLOYEES
Contractors having more than 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.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS. LABORERS. MATERIALMEN. AND FURNISHERS OF
MACHINERY, EQUIPMENT AND SUPPLIES
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any demands of
subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment,
power tools, all suppliers, including commissary, incurred in the furtherance of the performance 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, 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.
Any and all communications between any party under this paragraph must be in writing.
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. The
Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the
Owner 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 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 harmless
from any loss on account thereof. If the material or process specified or required by Owner is an infringement, the
Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement
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 effect the contract or the work, and shall indemnify and save harmless the Owner against any claims
arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the
Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners'
Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work
If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without
such notice to the Owner's Representative, he shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives itspowers, 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. ASSIGNMENT AND SUBLETTING
The Contractor further agrees that he will retain personal control and will give his 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 his full obligations to the Owner, as provided by this
contractual agreement.
34. THAE FOR COMPLETION AND LIOUMATED 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 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 on a date to be
specified in the Notice to Proceed.
If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any proper
extension thereof granted by the Owner, then the Contractor does hereby agree as part of the consideration for the awarding
of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of S200.00 7w0
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 calendar day that the Contractor shall be in default after the time stipulated for completing the
work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the
work described herein is reasonable time for the completion of the same, taking into consideration the average climatic
change 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 of the impracticability and
extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount is
agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for
payments or from final payment
It is fiuiher agreed and understood between the Contractor and Owner that time is of the essence of this contract.
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 his 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 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 his 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 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, 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. EXTENSION OF TINM -
The Contractor agrees that he has submitted his bid in fill recognition of the time required for the completion of this
project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has
considered the liquidated damage provisions of paragraph 33 hereinabove set forth and that he shall not be entitled to, nor
will he request, an extension of time on this contract, except when his 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. The Contractor may apply in writing for
an extension of time, submitting therewith all written justification as may be required by Owner's Representative for such an
extension as requested by Contractor. The Owner's Representative within ten (10) days after receipt of a written request for
an extension of time by the Contractor supported by all requested documentation shall then consider such written request
and respond to Contractor in writing granting or rejecting the request for an extension of time to complete the project.
37. HINDRANCE AND DELAYS
In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within the time herein
fixed, he has taken into consideration and made allowances for all hindrances and delays incident to such work, whether
growing out of delays in securing material or workmen or otherwise. 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 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 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. It is understood and agreed that the actual amount of work to be done and the materials to be
d
[ 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.
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 he shall be liable for any and all claims for such damage on
account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the
Owner against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or growing
out of the performance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the
existence or character of the work.
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 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 him 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 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. Owner's Representative shall review said application for partial payment 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; said statement
i shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work.
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 this
agreement. It is understood, however, that in case the whole work be near to completion, and this fact is certified to by
r► Owner's Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the
Contractor, the Owner may upon written recommendation of Owner'sresentative
Rep pay a reasonable and equitable portion
of the retained percentage due Contractor.
43. FINAL COMPLETION AND ACCEPTANCE
Within thirty-one (3 1) days after the Contractor has given the Owner's Representative written notice that the work has been
completed or substantially completed, the owner's Representative and the Owner shall inspect the work and within said
time, if the work be found to be completed or substantially completed in accordance with the contract documents, the
:Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the
duty of the Owner within thirty-one (3 1) days to issue a certificate of acceptance of the work to the Contractor. --
44. FINAL PAYMENT
Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and
prepare a final statement of the value of all work performed and materials furnished under the terms of the agreement, and
shall certify same to the Owner, who shall pay to the Contractor on or before the 31st day after the date of certificate of
completion, the balance due Contractor under the terms of this agreement, provided he has fully performed his contractual
obligations under the terms of this contract; and said payment shall become due in any event upon said performance by the
Contractor. Neither the certificate of acceptance 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 special conditions (if
any) of this contract or required in the specifications made a part of this contract.
45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
Contractor shall promptly remove from owners' premises all materials condemned by the Owner's Representative on
account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor shall at his
own expense promptly replace such condemned materials with other materials conforming to the requirements of the --
contract. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or
replacement. H 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.
46. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for
faulty materials or workmanship, and he 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 substantial completion. The Owner
or the Owner's Representative shall give notice of observed defects with reasonable promptness.
47. PAYMENT WITHHELD
The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certificate to
such extent as may be necessary to protect himself from loss on account of.
(a) Defective work not remedied.
(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, which will
protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them.
48. TUV E OF FILING CLAIMS
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) days after the Owner's Representative has given any
directions, order or instruction to which the Contractor desires to take exception. The Owners' Representative shall reply to
such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal
from the decision of the Owner's Representative, any demand for arbitration shall be filed with the owner's Representative
r
and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's
Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of
r-• the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents.
49. ABANDONMENT BY CONTRACTOR
In case the Contractor should abandon and fail or refuse to resume work within ten (10) days afterwritten notification from
the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of the Owner's Representative,
when such orders are consistent with this contract, this Agreement, or the Specifications hereto attached, 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.
After receiving said notice of abandonment, 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
I such equipment and materials will ultimately reduce the cost to complete the work and be: reflected in the final settlement.
In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for within ten
(10) days after service of such notice, then the Owner may provide 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 his 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. However, should the cost to
complete any such new contract prove to be less than that which would have been the cost to complete the work
under this contract, the Contractor or his Surety shall be credited therewith.
When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and certificates of
completion and acceptance, as provided in paragraph 42 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, 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 certificate 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 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 andfor his Surety. Should the cost to
complete the work exceed the contract price, and the Contractor and/or his Surety 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
50.
51.
52.
53.
Contractor and his Surety 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 subject only to the duty of the Owner to exercise ordinary care to protect
such property. After fifteen (15) 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. 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, to their proper owners.
ABANDONMENT BY OWNER
In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms
within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the
work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been
included in payments to the Contractor and have not been incorporated into the work. Thereupon, the Owner's
Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value
of all work actually completed by said Contractor at the prices stated in the attached bid, the value of all partially completed
work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by
the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to carry the
whole work to completion,' and which cannot be utilized. The Owner's Representative shall then make a final statement of
the balance due the Contractor by deducting from the above estimate all previous payments by the Owner and all other sums
that may be retained by the Owner under the terms of this Agreement, and shall certify same to the Owner who shall pay to
the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown by said
final statement as due the Contractor, under the terms of this Agreement.
BONDS
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 5100,000 and the successful
bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of
1001/o 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. And it is further agreed that this contract shall not be in effect until such bonds are so furnished.
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 spacial conditions shall control.
LOSSES FROM NATURAL CAUSES
Unless otherwise specified herein, all loss 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 and the prosecution of the same, or from unusual
obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and bome by the
Contractor at his own cost and expense.
54. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct,
supervise, and control his 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 his 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 arty other
�.. person, firm, or corporation.
55. CLEANINGUP
r 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 he shall remove all such debris and also his 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.
4
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CURRENT WAGE DETERMINATIONS
Kesolutlon No. J141
March 14, 1996
r-� Item #19
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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
'I works contracts for the City of Lubbock in accordance with the provisions of Vernon's
� Ann.Civ.St., Art. 5159a; and
is
WHEREAS, such wage rates were established by Resolution No. 719 enacted February
12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by
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:
.i
THAT the general prevailing rate of per diem wages for public works contracts shall be
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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C'
Exhibit A: Building Construction Trades
Exhibit B: Paving and Highway Construction
Exhibit C. Overtime Rate
Exhibit D: Weekend and Holiday Rate
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
such wage rates shall be included in all public works contracts as provided by law.
Passed by the City Council this 14th
Betty M. Jdhnson, City Secretary
APPROVED AS TO CONTENT:
Mary AndrYws, Managing Director of
Human Resources
APPROVED AS TO FORM:
afold Willard,"Assistant City Attorney
HW:da/ccdocs/pubworks.res
February 14, 1996
4,;
2
rch , 1996.
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- ►�...
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-PipingBoiler
9.00
Insulator -Helper
5.50
Iron Worker
8.00
Laborer -General
5.50
Mortar Mixer
5.50
Painter
9.50
PIumber
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
,II:11_: M
Paving and Highway Construction
Prevailing Wage Rates
WIT= ME S•� CWTV
Asphalt Heaterman
6.00
Asphalt Shoveler
5.50
Concrete Finisher
7.35
Concrete Finisher -Helper
5.75
Electrician
10.50
Flagger
5.50
Form Setter
6.50
Form Setter -Helper
5.50
Laborer -General
5.50
Laborer -Utility
6.25
Mechanic
7.25
Mechanic -Helper
5.50
Power Equipment Operators
Asphalt Paving Machine
7.00
Bulldozer
7.00
Concrete Paving Machine
7.00
Front End Loader
6.50
Heavy Equipment Operator
7.00
Light Equipment Operator
6.50
Motor Grader Operator
8.50
Roller
6.00
Scraper
6.50
Tractor
6.50
Truck Driver -Light
6.00
Truck Driver -Heavy
6.50
EXHIBIT C
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate.
EDIT D
Prevailing Wage Rates
Weekend and Holiday Rate
The rate for weekend and holiday is 1 1/2 times base rate.
SPECIFICATIONS
i
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SPECIFICATIONS FOR LIFT STATION
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CITY OF LUBBOCK, TEXAS
WATER UTILITIES DEPARTMENT
SPECIFICATIONS FOR LIFT STATION
INDEX
Title Page
General.............................................................................................................1
Pumps...............................................................................................................1
Motors............................................................................................................... 2
AccessHatch.....................................................................................................2
PumpControl Panels.........................................................................................2-3
LevelController................................................................................................. 3
ConcretePipe Wetwell......................................................................................4
Testing..............................................................................................................4
Protective Coatings for Concrete Wetwell.........................................................5
CheckValves.....................................................................................................5
GateValves.......................................................................................................5
DuctileIron Pipe................................................................................................6
CastIron Fittings...............................................................................................6
Submittals..........................................................................................................6
HARTFORD AVENUE LIFT STATION SPECIFICATIONS
f
General:
The Contractor shall furnish and install two submersible pumps, two guiderails,
4" screened galvanized vent pipe, pump mounting plates with discharge elbow
and bottom rail supports, access frame with cover for each pump and top
guiderail supports to be installed in concrete sump, including discharge and
check valves to be installed in concrete vault along with 6" D.I. force main and 8"
D. 1. gravity flow sewer as shown on the plans.
Pumps:
Each pump shall have a capacity of 300 GPM at a total dynamic head of 89 feet,
I 600 GPM at a total dynamic head of 77' feet and 1300 gpm at a total dynamic
head of 20 feet. Pump motors shall be 25 H.P., 3 Phase, 230 Volts, 60 cycle.
Discharge outlet shall be 4 -inch. Motor speed shall be approximately 1750
RPM. The pumps shall be capable of handling raw, unscreened sewage and
pass solids up to 4 inch in diameter. The design shall be such that the pumps
will be automatically connected to the discharge piping when lowered into place.
7 The pump guide lug shall be designed to either cut or do away with rags that
It may get in between the guide bars on its downward travel. The pump discharge
flange and base elbow will be arranged to mate positively and will not be
dislodged or leak resulting from (back pressure) in the force main and mating
k area. The pumps shall be easily removable for inspection or service, requiring
no bolts, nuts, or other fastenings to be removed for this purpose, nor need
personnel to enter pump well. The pumps shall be fitted with a stainless steel
chain for each pump, of adequate strength and length to permit raising the pump
for inspection and removal.
The stator casing, oil casing and impeller shall be of gray iron construction, with
all parts coming into contact with sewage protected by a coat of rubber -asphalt
paint. All external bolts and nuts shall be of stainless steel. The wear ring or
contra block assembly between impeller and pump housing shall be stainless
steel. The impeller shall be non -clog design, capable of passing solids, fibrous
material, and heavy sludge. A sliding bracket shall be an integral part of the unit
and the pump casing shall have a machined angle connection with yoke to
connect with cast iron discharge connection, which shall be bolted to the floor of
the sump and so designed as to receive the pump angle connection without the
need of any bolts or nuts. The pump shall be provided with two mechanical
seals with oil chamber between the seals. Each seal consisting of one fixed and
one rotating tungsten -carbide or silicon carbide ring held in contact by spring
pressure. The seal shall require neither maintenance nor adjustment, inspection
of the seal oil must be accomplished with out the disassembly of the pump and
the seal shall be easily replaced. The bearings shall be permanently lubricated.
The impeller, the shaft and the rotor shall be statically and dynamically
balanced. The shaft shall be made of 420 stainless steel. The impeller shall be
single vane, semi open and be able to pass 4 inch solids. The impeller shall be
constructed of chilled gray cast iron.
Page 1
Motors:
The pump motors shall be coupled with the pumps and suitable for operation ==-
under continuous operation. Motor construction shall conform to NEMA design
Class B and incorporating Class F insulation; air filled capable of a minimum of
10 starts per hour without sustaining excessive wear.
The rotor shall be.solid cast, dynamically balanced and free of vibration. Power
cable shall be adequate length for installation in 27 feet depth wet well, water
proof, totally flexible and properly sized to prevent voltage drop along its length
during peak operation. The cable entry casting shall incorporate a strain relief
system for the cable. The cable should meet class and sizing standards set
forth by NEC, CSA and shall be Ozoflex or Powerflex type.
The pump motors shall conform to the following safety features:
a) Completely watertight motor casing and suitable for operation under _
continuous submerged condition.
b) Completely watertight cable entry seal and suitable for operation -�
under continuous submerged condition.
c) Moisture switch to cut off current as soon as leakage penetrates
into the motor windings.
d) Thermal switch -overheat protection device(s).
e) Circuit breakers.
f) Overload relays.
g) Phase protection device(s).
Access Hatch:
Stainless steel frame assembly shall be supplied with door access hatches for
each pump and be of adequate size to remove the pump system. Doors shall be
fabricated of stainless steel designed to support 300 lbs. per square foot. Frame
shall support guiderails. Doors shall be provided with lifting handles and safety
latches to hold doors in the open position.. Recessed locking hasps shall be
furnished for each door. The frame and door assembly shall include weather
stripping to provide for an odor -free hatch. The hatch assembly shall be Bilco
Type J with stainless steel hardware throughout or an approved equal.
Pumps Control Panels:
Control panel shall have a Nema 4X weatherproof enclosure fabricated of 14 _
gauge 304 stainless steel and shall be dead front with separate removable
inside panel to protect electrical equipment. r A lock hasp shall be provided on
outside door. A circuit breaker shall be provided for each pump and a magnetic
starter with 3 leg overload protection shall be supplied for each pump. An `
alternating relay shall be provided to alternate pumps on each successive cycle
of operation. Starters shall have auxiliary contacts to operate both pumps on
override condition. H -O -A switches and run lights shall be supplied for each
Page 2
pump. Terminal strip shall be provided for connecting pump and control wires.
Additional terminals shall be provided to connect alarm, heat sensors and seal
r- failure wires. Control panel shall include all hardware to provide for rack
mounting.
Level Controller:
Sump level shall be measured by an electronic pressure switch type level
controller as manufactured by Time -Mark, or approved equal. The level
controller shall be provided with solid state, stainless steel, non -clogging
submersible transducer. The transducer shall be Keller PSI or approved equal.
The transducer shall have a range of 0 -15 psi. The level controller shall be
preset at the factory for the following measurements.
36 inches above bottom of sump (shut off pumps).
84 inches above bottom of sump (start lead pump).
96 inches above bottom of sump (start lag pump).
108 inches above bottom of sump (activate high level alarm).
The following accessories shall be included with level controller.
1. Operating wet well levels shall be field adjustable.
2. Alternator to alternate the pumps including sequence selector.
3. User functions shall be mounted on a rugged stainless steel panel.
4. The panel shall feature a window type LCD indicator to permit the
determination at a glance, the wet well water level.
5. The panel shall be housed in a NEMA 3R enclosure. The enclosure
shall be provided with the following:
a) Door locking device.
b) Arranged to be rack mounted.
c) Rack mounting kit.
d) Provided with a plain door; without windows.
6. Motor starters (ESP 100 as manufactured by Furnas or approved equal)..
7. Pump motor selection switch (manual and automatic).
8. Pump "Run" indicator pilot light.
9. Hour meters to indicate total "Run" hours for each pump.
10. Resettable event counter for each pump.
11. Output for remote high water alarm.
12. Circuit breakers.
ell The following items shall be included as part of the lift station package
assembly.
1. Ventilation pipe 4" galvanized sched 40 pipe. Vent shall be screened with
stainless steel screen mesh.
2. 2 feet length stainless steel chains, including stainless steel guide cable and
stainless steel guide plate as shown on plans.
3. Shut-off valves (4") shall be resilient seat gate valves and shall comply with
latest revision of AWWA C-509 standards. Valves shall be Mueller, M. & H.,
r Darling or Clow, or Tyler.
4. Check valves (Flygt HDL Ball Valve or approved equal) (4").
r., 5. Discharge piping (4" Ductile Iron).
k ,
Page 3
6. Control unit.
7. Power cables (Wet well depth 27 ft.).
8. Level regulator (as specified).
9. Pumps.
10. Access covers and frames (stainless steel).
11. Pump guide rails shall be a dual rail system with minimum 2 inch O.D. _
schedule 40 stainless steel guide bars and stainless steel guide bar bracket.
12. Stainless steel connectors including bolts, etc.
13. Rack built for mounting controls.
14. Transfer switch with receptacle for emergency generator.
15. 3 -inch PVC stilling tube for transducer.
16. Stainless steel hatch doors shall be furnished with weather stripping to
provide for odor -free door.
17. On and off power switch shall be equipped to facilitate locking in the on
position.
18. Furnish spare electronic module.
19. Explosion proof sealant for all conduits entering the wet well
20. Enpo Cornell model 474-E mercury float device or approved equal for
redundant high level alarm.
21. The pump guide rail assembly shall be a dual rail stainless steel assembly.
NOTE: Please furnish the following:
1. Three sets of instructions and parts list for level controller.
2. Power cable disconnect.
3. Drawing for approval.
4. Five sets of approved drawings.
5. Reset event meters for numbering starts.
6. R.P.M. and pump curves.
Rack for mounting controls:
This rack should be supported by at least two 6 inch schedule 40 galvanized
posts with Unistrut type crossbracing. These posts should be set in holes 18
inches in diameter and 40 inches deep and the holes backfilled with class B
concrete.
Concrete Pipe Wet Well:
Concrete pipe shall conform to the requirements of the latest revision of
A.S.T.M. Specifications C 76 for Class III sewer pipe. The pipe shall be jointed
with an integral bell, bell and spigot type rubber gasketed joint. The gaskets
shall be O-ring type and conform to the requirements of A.S.T.M. C443.
Testing (Wet Well).
Testing shall be as directed by the Engineer and shall follow. T.N.R.C.C.
standard testing procedures for manholes.
Page 4
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Protective Coatings for Concrete Wet Well:
The Contractor shall apply a primer coating of 5 mils thickness and a topcoat of
75 mils thickness on all interior surfaces of the wetwell. The primer shall be
Polibrid 670 or approved equal as manufactured by Polibrid Coatings, Inc. The
topcoat shall be Polibrid 705 or approved equal as manufactured by Polibrid
Coatings, Inc.
Applications of protective coatings shall be by spraying as recommended by the
manufacturer.
Coated surfaces shall be cleaned to permit visual inspection and spark testing.
A minimum 12 hours after application, the coating shall be spark tested with
high-voltage holiday detection equipment set at a minimum of 100 volts per mil
of total coating thickness. All pinholes detected visually or by spark testing shall
be clearly marked and then repaired in accordance with the manufacturer's
recommendations. At the option of the Engineer, areas with excessive pinholes
shall be re -sprayed rather than patched individually by hand.
Surfaces showing visible defects such
areas, or blisters will not be accepted
manufacturer's recommendations.
Check Valves:
as poor adhesion, improperly cured
and shall be removed or repaired per
The valve shall be 125 pound ANSI -16.1 with body of cast iron and the valve
shall be of plain faced flanged design with a smooth finish. The ball shall be
hollow metal with exterior coating of Nitrile Rubber. The interior coating of the
valve shall be coated with 30 mil thickness epoxy lining and the exterior shall be
coated with asphaltic paint. The check valve shall consist of three components;
body, cover, and ball. The valves shall be HDL Ball Check Valve as
manufactured by Flygt or Approved equal.
Gate Valves (Resilient Seat):
Gate valves 12" and smaller shall be cast or ductile iron with resilient seats. In
line valves, 12" and smaller, shall be flanged or mechanical joint as shown on
the plans. All side outlets on lines 12" and larger shall` be flanged. Valves
connected to flange outlets shall be flanged on both ends or combination flange
and mechanical joint. The valves shall have non -rising stems, shall open by
turning to the left counter -clockwise), and shall be furnished with a 2" operating
nut. Valves shall comply with the latest revision of AWWA C-509 standards.
Valves shall be Mueller, M&H, Darling, or Clow.
All parts for valves furnished must be standard and completely interchangeable
with valves of the same brands. The successful bidder may be required to
furnish the owner with a letter stating what type of valve he proposes to use and
a letter from the manufacturer stating the parts are standard and
interchangeable as herein specified.
Page 5
G
Ductile Iron Pipe:
Ductile iron pipe to be furnished shall conform to the following standard
specifications or latest revision:
ANSI/AWWA C150/A21.50 LATEST REVISION
ANSI/AWWA C104.121.4 LATEST REVISION
ANSI/AWWA C151.121.5 LATEST REVISION
All ductile iron pipe shall have a 30 -mil thickness epoxy lining on the interior.
The external surface shall be coated with a bituminous base paint.
All joints for ductile iron pipe shall be of the rubber gasket bell and spigot type, _
except where, connecting flanged fittings, and shall otherwise conform to the
base specifications to which the pipe is manufactured. The joint shall be the
latest approved type of rubber gasket joint for ductile iron pipe. All joints of
ductile iron and fittings shall be sealed with a continuous ring rubber gasket
meeting standards specified by ,AWWA C111-72 (ANSI A21.11) or its latest
revision. Flanged fittings were required, shall be 125 pounds American
Standard.
Cast Iron Fittings:
Fittings shall be mechanical joint or rubber gasket AWWA Class D bell with
transition gasket for the type pipe used. Flanged fittings, where required, shall
be 125 pound American Standard. All fittings shall have a 30 mil thickness
epoxy lining on the interior and exterior coated with asphaltic paint. Fittings
shall conform to AWWA C104, AWWA C110 and AWWA C111 latest revision.
Submittals:
Submittals should consist of the following:
1. Pump curve
2. Complete technical data and parts list for pump.
3. Complete technical data and parts list on motor.
4. Complete technical data and parts list for control panels.
5. Complete technical data and parts list for level controllers.
6. Details on the accessories being supplied for the lift station package. ,
Page 6
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SPECIFICATIONS FOR SANITARY SEWER
LINE AND FORCE MAIN
MATERIALS AND CONSTRUCTION
CITY OF LUBBOCK, TEXAS
WATER UTILITIES DEPARTMENT
SPECIFICATIONS FOR SANITARY SEWER MAIN
MATERIALS AND CONSTRUCTION
INDEX
Title Page
General.........................................................................................................1
ApprovedPlans.............................................................................................1
Inspection......................................................................................................1
Guarantees and Acceptance.........................................................................1
Specifications................................................................................................1
Materials.....................................................................................:..................1
Ductile Iron Pipe (Gravity Flow).....................................................................2
Ductile Iron Pipe (Force Main).......................................................................2
Concrete Pipe (Wet Well)..............................................................................2
Gate Valves (Resilient Seat)..........................................................................2-3
CastIron Fittings............................................................................................3
Concrete and Mortar..................................................................................... 3
ReinforcingSteel...........................................................................................3
Forms............................................................................................................3
CuringCompound.........................................................................................4
Embedment...................................................................................................4
Gravity Flow Sanitary Sewer Pipe Installation..............................................4-5
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Surface Preparation ....................... .............
Barricades and Safety Measures..................................................................6
Protection of Existing Underground Utilities..................................................6-7
TrenchExcavation.........................................................................................7-8
Dewatering.....................................................................................................8
Laying, Aligning and Joining Pipe..................................................................9-10
BackfillingAround Pipe.................................................................................10
Surface Restoration......................................................................................10
CleanUp.......................................................................................................11
Connection to City Sewerage System...........................................................11
Inspection, Testing, Approval and Acceptance
of Gravity Flow Sanitary Sewers and Force Mains.......................................11-14
Hydrostatic Tests for Lift Station Force Main................................................16-16
Restoration and Clean Up.............................................................................16
Trench Shoring Minimum Requirements
.......................................................17-19
CITY OF LUBBOCK, TEXAS
General: 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.
Approved Plans: Sanitary sewer main construction shall be done in
accordance with engineered construction plans for the work, prepared under the
C 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
LubbocWs 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."
Inspection: 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 Chief Engineer of Water Utilities, by written notice, may order that
portion of construction which is in violation of these specifications or other
r" approved plans, specifications and material to cease until such violation is
corrected.
Guarantees and Acceptance: 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 fumish 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).
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.
Specifications: 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.
Materials: Materials approved for sewer line construction are as described in
the following paragraphs.
Ductile Iron Pipe (Gravity Flow)
The pipe shall conform to ANSUASTM specifications A746-77 or latest revision
for Ductile Iron Sewer Pipe and shall have 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. Ductile iron pipe shall not be less than Class
52.
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.
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 a
30 mil thickness epoxy lining on the interior and coated with an asphalt paint.
Ductile Iron Pipe (Force Main)
Ductile iron pipe to be furnished shall conform to the following standard
specifications or latest revision:
All ductile iron pipe shall have a 30 mil thickness epoxy lining on the interior.
The external surface shall be coated with a bituminous base paint.
All joints for ductile iron pipe shall be of the rubber gasket bell and spigot type,
except where connecting flanged fittings, and shall otherwise conform to the
base specifications to which the pipe is manufactured. The joint shall be the
latest approved type of rubber gasket joint for ductile iron pipe. All joints of
ductile iron pipe and fittings shall be sealed with a continuous ring rubber gasket
meeting standards specified by AWWA C111-72 (ANSI A21.11) or its latest
revision. Flanged fittings where required, shall be 125 pounds American
Standard.
Concrete Pipe (Wet Well
Concrete pipe shall conform to the requirements of the latest revision of
A.S.T.M. Specifications C 76 for Class III sewer pipe. The pipe shall be jointed
with an integral bell, bell and spigot type rubber gasketed joint. The gaskets
shall be O-ring type and conoform to the requirements of A.S.T.M. C443.
Gate Valves (Resilient Seat)
Gate valves 12, and smaller shall be castor ductile iron with resilient seats. In
line valves, 12"and smaller, shall be flanged or mechanical joint as shown on
the plans. All side outlets on lines 12 and larger shall be flanged. Valves
connected to flange outlets shall be flanged on both ends or combination flange
and mechanical joint. The valves shall have non -rising stems, shall open by
turning to the left (counter -clockwise), and shall be furnished with a 2" operating
nut. Valves shall comply with the latest revision of AWWA C-509 standards.
Valves shall be Mueller, M & H, Darling, or Clow.
2-
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All parts for valves furnished must be standard and completelyinterchangeable
with valves of the same brands. The successful bidder may be required to
furnish the owner with a letter stating what type of valve he proposes to use and
a letter from the manufacturer stating the parts are standard and
interchangeable as herein specified.
P Cast Iron Fittings
Fittings shall be mechanical joint or rubber gasket AWWA Class D bell with
transition gasket for the type pipe used. Flanged fittings, where required, shall
be 125 pound American Standard. All fittings shall have a 30 mil thickness
epoxy lining on the interior and exterior coated with asphaltic paint. Fittings
shall conform to AWWA C104, AWWA C110 and AWWA C111 latest revision.
Concrete and Mortar
Cement - Portland cement shall conform to A.S.T.M. C-150 specifications.
Aggregate - Fine and coarse aggregate to be used in concrete shall conform to
A.S.T.M. C-33 specifications.
Mortar and Sand - Sand to be used in cement mortar shall conform to ASTM C-
144 specifications.
All concrete (Class A) for manhole bottoms, sump, 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.
Reinforcing Steel
r
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.
All reinforcement shall be permanently marked with grade, identification marks
or shall, on delivery, be accompanied by a manufacturer's guarantee.
Forms
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.
Forms shall be constructed true to lines, grades and sections shown on the
r 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
r" 3-
.other places where necessary. Such openings shall be neatly and securely
closed before concrete is placed.
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.
Curing Compound
Compounds used to form an air tight membrane over a fresh concrete surface
shall be in accordance with Texas Highway Department Item 531.2.
Embedment
The embedment shall be crushed stone with irregular surfaces and comply with
the following gradation requirements. Refer to plans for depth of embedment.
% 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
Gravity Flow Sanitary Sewer Pipe Installation
SCOPE
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 join pipe installation of
appurtenances; bedding and backfilling; surface restoration and other
related work.
QUALITY STANDARDS
The latest published revision of the quality standards in effect
shall apply.
AASHTO T 99: Moisture -Density Relations of Soils, using
a 5.5 Ib. Rammer and a 12 inch Drop
ASTM A 746: Ductile Iron Gravity Sewer Pipe
(ANSI)
ASTM C 12: Installing Vitrified Clay Pipe
Lines
4-
AWWA C 600: Installation of Gra and Ductile
Cast Iron y
r (ANSI) Watermains and Appurtenances
AWWA M 23: Polyvinyl Chloride (PVC) Pipe Design and
Installation
UNI B 5: Recommended Practice for Installation of
Polyvinyl Chloride (PVC) Sewer Pipe
ACPA Concrete Pipe Installation Manual
(Published by American Concrete Pipe
Association)
NCSPA Installation
Manual Installation Manual for Corrugated Steel
Drainage Structures
(Published by National Corrugated Steel
Pipe Association)
LCP-4781 Semi -Rigid Truss Pipe Handbook
(Published by Armco, Construction Products
Division)
Vitrified Clay Pipe (Published by National Clay Pipe
Handbook Institute)
MATERIALS
r"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.
" 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.
t.
Surface Preparation
r, WITHIN EASEMENTS, CULTIVATED OR AGRICULTURAL AREAS
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.
r, 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.
� s-
A
WITHIN UNPAVED ROADWAY AREA
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. _
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.
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.
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.
Crossings under sidewalks, curbs and gutters or other utility lines may be
made by tunneling only if approved by the City Inspector.
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 works as may be
necessary. All safety measures shall meet the requirements of The Manual on
Uniform Traffic Control Devices.
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. _
Rules and regulations of local, state and Federal authorities regarding safety
provisions shall be observed.
OSHA's regulations for excavations, trenching, and shoring shall be included in
the Special Specifications.
Protection of Existing Underground Utilities:
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
6-
otherwise damaged because of carelessness on his part. Hand excavation shall
be used where necessary. The Contractor shall notify local utilities whenever
r.. 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.
Trench Excavation:
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.
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.
Excavated materials unsuitable for backfill or not required for backfill shall be
disposed of by the Contractor.
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.
Repose of excavation and use of shoring, sheathing, or trenching boxes shall
conform to current OSHA regulations and all state and local safety requirements.
TRENCH DIMENSIONS
Width
The Contractor may be required to take remedial actions defined by the
�. Water Utilities Engineer if the maximum trench width exceeds that shown
The width of the t rench 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.
NOMINAL SIZE MAXIMUM TRENCH WIDTH MINIMUM TRENCH WIDTH
OF PIPE AT TOP OF PIPE AT PIPE SPRINGLIKE
Less than 18" Pipe O.D. + 18" Pipe O.D. + 12"
18" thru 36 " Pipe O.D. + 24" Pipe O.D. + 18"
37" thru 60" Pipe O.D. + 30" Pipe O.D. + 24"
The width of the trench above the top of the pipe may 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.
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.
DEPTH
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.
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. _
Areas over -excavated for the Contractor's convenience shall be backfilled
with suitable material and compacted to a density approximately equal to
the density of the adjacent soil, or backfilled with approved bedding
material at the Contractor's expense.
TRENCH GRADING AND FINE GRADING
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.
EXCAVATION FOR STRUCTURES AND APPURTENANCES
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.
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.
Dewatering:
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.
w
I Laving, Aligning and Joining Pipe:
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.
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.
RESPONSIBILITY FOR MATERIALS
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
r damaged materials shall be removed and replaced with acceptable
materials at the Contractor's expense.
The Contractor shall be responsible for the safe and proper storage of
t
such materials, until incorporated into the Work.
HANDLING
Pipe and accessories furnished by the Contracting Agency shall be
unloaded and distributed at the site by the Contractor. Each pipe shall be
r- unloaded adjacent to or near the intended laying location.
}
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.
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.
LAYING PIPE
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.
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.
9-
k
I
The jointing shall be completed for all pipe laid each day; in order not to
leave open joints 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 suh 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.
The Water Utilities Department shall be notified at least 24 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.
Backfilling Around Pipe:
The backfill around the pipe and to a point 12" above the top of the pipe shall be
carefully placed and shall be loose top soil or finely divided caliche free of
organic matter, rocks or hard clods larger than two inches.
The remainder of the backfill that is above twelve inches (12") higher than the —
top of the pipe at all locations, except under paved streets, highway crossings
and railroad crossings, shall be backfilled with loose excavated material in 12"
maximum layers and compacted by forcing water into the backfill at the level of
the top of pipe until the water level rises to within eighteen inches of the natural
ground surface. The water shall be forced into the backfill at locations not more
than ten feet apart.
In areas to be capped with concrete, the remainder of the backfill that is above
twelve inches (12") 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.
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.
Surface Restoration:
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.
io-
C Clean UP:
j.. 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.
Connection to City Sewerage System:
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.
Inspection, Testing, Approval and Acceptance of Gravity Flow Sanitary
Sewers:
p^ SCOPE
The work covered by this Specification consists of the inspection, testing,
approval and acceptance of gravity flow 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.
QUALITY STANDARDS
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)
MATERIALS
Water used for exfiltration tests shall be potable or as otherwise approved
by the City's Inspector.
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.
INSPECTION
The City's Inspector shall inspect and approve all work accomplished.
Deflection testing shall be performed at the discretion of the City's
-- Inspector.
CLEANING
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.
TESTING
Testing shall be conducted by the Contractor and at this own expense.
All testing shall be accomplished in the presence of the City's Inspector or
his authorized representative. The City's Inspector shall be notified 24
hours in advance of the testing.
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.
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.
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.
Exfiltration Test
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.
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. 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.
12-
CLow
-Pressure Air Test
,,.
The low-pressure air test shall be conducted in accordance to the
{
provisions of UNI -13-6, "Recommended Practice for Low -Pressure
Air Testing of Installed Sewer Pipe," published by Uni-Bell Plastic
Pipe Association.
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.
Infiltration Test
r"
Infiltration tests are required 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
r•�
structure. Ground water level shall be determined by the City's
Inspector.
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
r*
or other approved method.
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.
The Contractor shall repeat the 4 hour infiltration test after repairs
r- until an acceptable infiltration rate is attained. All repairs required
shall be at the Contractor's expense.
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 appropriate
repairs by methods approved by the Water Utilities Department
and shall continue to test the conduit until it is proven satisfactory.
GENERAL
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
7 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.
13-
fA
T.V. INSPECTION
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.
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.
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.
T.V. inspection conducted solely for the Contractor's benefit shall be at
the Contractor's expense. —
DEFLECTION TEST
Where determined necessary by the City's Inspector, 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.
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 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.
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.
All such repairs, replacement, remedial work and retesting performed by
the Contractor shall be at his expense.
The deflection test may be conducted concurrently with the T.V.
inspection of the pipe interior, subject to approval by the City's Inspector.
14=
After all defects have been satisfactorily repaired and all visible leaks stopped, a
leakage test shall be made on each valved section of the lines to determine the
quantity of water lost by leakage. The contractor shall furnish all labor, material,
and equipment (except meters) required for making the test. The leakage shall
be determined by measuring the quantity of water supplied to each valved
section of the lines, during the test period, when the various sections of the lines
are under pressure. No pipe installation will be accepted until or unless the
leakage as determined by above test is less than the amount set forth below.
The allowable leakage (gallons per hour) shall not be greater than determined
by the following formula:
L=ND P
3700
L = Gallons Per Hour
N = Number of Joints
D = Nominal Pipe Diameter (in.)
P = Test Pressure (PSI)
If individual sections show leakage greater than the limits specified above, the
contractor shall at his own expense locate and repair the defective joints until the
leakage is within the specified allowance.
0 is -
L
Hydrostatic Tests for Lift Station Force Main
Pressure During Test: After the pipe has been laid, the line shall be subjected to
a hydrostatic pressure test and leakage test. The line shall be tested at 50 p.s.i.
pressure.
PM
s
Duration of Pressure Test:
The duration of each pressure test shall be as directed by the engineer but shall
r•
not exceed for (4) hours.
Procedure:
r"
Each valved section of pipe shall be slowly filled with water at the specified test
pressure measured at the point of lowest elevation. Pressure shall be applied
and maintained by means of a pump connected to the pipe in a satisfactory
manner. The
pump, pipe connection, and all necessary apparatus except
meters shall be furnished by the contractor, and the contractor shall furnish all
necessary labor for connecting the pump, meter, and gages. The water for filling
and making tests on these mains may be obtained at a location designated by
the
engineer. No charge will be made for water used for this purpose.
As the line is being filled and before applying the test pressure, all air shall be
expelled from the pipe. To accomplish this, taps shall be if
made, necessary, at
points of highest elevation. After the test, the taps shall be tightly plugged.
�.
During the time the test pressure is on the pipe, the line shall be carefully
checked at regular intervals for breaks or leaks. Any joints showing appreciable
leaks shall be repaired and any cracked or defective pipes or fittings shall be
removed and replaced with sound material in the manner provided and the test
shall be repeated until satisfactory results are obtained.
Leakage Test:
After all defects have been satisfactorily repaired and all visible leaks stopped, a
leakage test shall be made on each valved section of the lines to determine the
quantity of water lost by leakage. The contractor shall furnish all labor, material,
and equipment (except meters) required for making the test. The leakage shall
be determined by measuring the quantity of water supplied to each valved
section of the lines, during the test period, when the various sections of the lines
are under pressure. No pipe installation will be accepted until or unless the
leakage as determined by above test is less than the amount set forth below.
The allowable leakage (gallons per hour) shall not be greater than determined
by the following formula:
L=ND P
3700
L = Gallons Per Hour
N = Number of Joints
D = Nominal Pipe Diameter (in.)
P = Test Pressure (PSI)
If individual sections show leakage greater than the limits specified above, the
contractor shall at his own expense locate and repair the defective joints until the
leakage is within the specified allowance.
0 is -
L
ACCEPTANCE
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.
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.
The Contractor shall repeat the 4 hour infiltration test after repairs.
Restoration and Clean UP:
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. 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 construction site shall be left clean and orderly.
A minimum base course of six inches shall be placed in trench areas prior to
either permanent or temporary asphalt placement. The base course material
shall conform to the following gradation:
Percent by Weight
Sieve Designation Passing Lab Sieves
1-1/2" 0- 5
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
16-
7
Chapter XVII—Occupational Safety and Health Admin.
A
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11926.6S2
ALL MATERIALS USED FOR SHORING SHALL BE IN GOOD CONDITION,FREE
OF DEFECTS AND OF AT LEAST MINIMUM SIZE SHOWN IN ACCOMPANING
CHART. -
SHORING SHALL CLOSELY FOLLOW THE EXCAVATION.
t� -
ONE EXAMPLE OF
SEVERAL TYPES
OF SHEETING
Uprights
Trenching machine
TRENCH SHIELD
20
Tamper
CITY OF LUBBOCK, TEXAS
WATER UTILITIES DEPARTMENT
MEASUREMENT AND PAYMENT
INDEX
Title
Page
General..............................................................................................................1
PipeLines..........................................................................................................1
Valvesand Boxes.............................................................................................1-2
Fittings...............................................................................................................1
SewerLines.......................................................................................................1 2
Shoring..............................................................................................................2
ClassB Concrete..............................................................................................2
LiftStation.........................................................................................................2
FinalCleanup....................................................................................................2
MEASUREMENT AND PAYMENT
The unit price bid on each item, as stated in the proposal, shall include
furnishing all labor, superintendence, machinery, equipment and
materials, except materials specifically specified to be furnished by
others, necessary or incidental to complete the various items of work in
accordance with the plans and specifications. Cost of work or materials
shown on the plans or called for in the specifications and on which no
separate payment is made shall be included in the bid prices on the
various pay .items. Updated construction schedules must be submitted
with any and all payment requests. Payments will not be released without
these updated schedules.
2. PIPE LINES
The length of pipe lines of the various sizes and types to be paid for will
be determined by measurement along the center line of the pipe installed,
measurement being made from center of fitting to center of fitting without
#" any deduction for the length of intermediate fittings or valves.
Furnishing and installing pipe of the type and class as called for in these
specifications as shown on the plans and as the various depths of cut as
required will be paid for as the unit price per linear foot for furnishing and
installing the pipe complete in place. The unit price bid shall be complete
compensation, including all materials, excavation, gravel embedment,
fittings, grading, backfilling, and any and all incidental work in connection
with the pipe lines not otherwise included in the bid items or otherwise
provided for in the specifications.
3. VALVES AND BOXES
Furnishing and installing valves at the various locations shown on the
7 plans or as required will be included in the unit price cost of that particular
item.
4. FITTINGS
9.
The fittings or specials required in construction of the various sizes of
r pipe lines and those specials required to tie into existing lines as shown
on the plans will be included in the unit price bid per linear foot for
furnishing and installing approved pipe.
5. SEWER LINES
A. Measurement
The length of the sewer lines of the various sizes and types to be paid
for will be determined by measurement along the centerline of the pipe
,�. installed; measurement being made from center of manhole to end of
pipe. No deductions will be made for the space occupied by manholes
b
Page 1
IM
or fittings. The various depths of cut to be paid for will be determined
from final profiles of the lines as constructed, the depth of cut being
the vertical distance from the original ground surface to the invert of
the pipe.
B. Payment
Installing or furnishing and installing sewer pipe at the various depths
of cut, in the locations -shown on the plans or as required will be paid
for the unit price bid per linear foot for installing or furnishing and
installing the pipe at the various depths of cut, complete in place. The
unit price bid shall be complete compensation for furnishing and
installing the pipe complete in place, including all materials,
excavation, gravel embedment, grading, backfilling, and any and all
incidental work in connection with the pipe lines not otherwise included
in the bid items or otherwise provided for in the specifications.
6. SHORING
Shoring as required will be paid for as the unit price bid per linear foot at
the various depths of cut. The unit price bid shall be complete
compensation for furnishing and installing shoring, complete in place,
including all materials labor and all incidental work in connection with the
shoring not otherwise included in the bid items or otherwise provided for
in the specifications.
7. CLASS "B" CONCRETE
The furnishing and installing of Class "B" concrete shall be subsidiary to
the various items for which it is necessary, and the cost will be included in
the unit price bid for the particular item. No separate payment will be
allowed for concrete blocking or cradling.
B. LIFT STATIONS
Payment for the lift stations shall include all the incidentals necessary for
a complete lift station, including labor, materials, excavation, backfilling,
suction and discharge piping, pumps, guide rails, hatches, gate valves,
check valves, fittings, wet well, valve box, emergency pump connection,
controls and all other incidentals.
9. FINAL CLEANUP
The cost of the .cleanup shall be included as a part of the -cost of the
various items of work involved and no direct compensation will be made
for this work.
Page 2
1353 9
- -d F I F r- # F
11 1 ll -L -L S -L A -L -L N 37 A -L
D -1 A C - -d I
2 CL -1 -.-A A N D
MAYOR
DAVID R. LANGSTON
CITY COUNCIL
VICTOR
HERNANDEZ,
T.J. PATTERSON, WINDY
SITTON,
MAX
L.
INCE,
RANDY
NEUGEBAUER,
ALEX
"TY"
COOKE
CITY MANAGER
BOB CASS
L tj d � ,�� C K W A T E l� U T t L I TI E
STAINLESS —
STEEL MESH
4" GALVA
ELEV. 123.8
4'
`taaatt�
4" GALVANIZED PIPE E PLAN 4�5**�+♦
AND AIR VENT C R A L S I i ��} �
PUMP CONTROL RACK SHOULD LtFT ) J A T I 0 N \ 4 �;Mi.��
BE SIZED BY CONTRACTOR \ i F C:3 �'
TO ADEQUITLY ACCOMODATE ♦ r:, ;w:cD c>:~y"
C T I 0 N A- A ------ ¢: �:
SERVICE POLE WILL BE ALL CONTROL PANELS (INCLUDE: ► - -- �ja . °_` P"~
PROVIDED BY OTHERS TRANSFER SWITCH, RECEPTACLE tsisti•" `
FOR EMERGENCY GENERATOR, & LIb FOR WET WELL & VALVE VAULTN
r,\,, \---------
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LIQUID LEVEL CONTROLS) SHALL BE PER MANUFACTURERS 1 r
6" GALVANIZED SPECS AND FABRICATED TO SATISFY ACCESS COVER ASSEMBLY `r i m
i
AIR TIGHT STAINLESS STEEL �� 1
SCHED. 40 PIPE ACCESS FRAME ASSEMBLY
UNI-STRUT PROVIDE FOR REMOVABLE LID
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(275 lb WESTERN IRON WORKS
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No:40- OR APPROVED EQUAL) CL
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OVER EACH VALVE OPERATING NUT 6"-900 BEND
(FACING WEST)-J �� w
2" DIA. OPENING 6" BLIND FLANGE 1 W
2" GALVANIZED FOR LIFTING I _ I ; m
SCREENED VENT ~� DO NOT INSTALL -SEE DETAIL
\ (STORE IN VALVE VAULT) ' '°`" - I I / -
D PE 4' 2" DIA. OP ING "� 6" DI NIPPLE ^' a _ a
4•
FOR LIF NG \ I �i a
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// rr I (BREAK AWAY JOINT (I STALL FLUSH WITH GROUND) o
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CLASS B
CONCRETE
MERCURY FLOAT SWITCH
FOR REDUNDANT HIGH LEVEL
ALARM (ELEV.109)
8" D.I. a 0.5/
FLOW ELEV. 107
8" D.I. GRAVITY SEWER
(TIE TO STUB NEAR PROP. °
LINE AND HARTFORD AVE.)
GROUT
�F[Ica I�
s•
BEND
\04 REBAR @12" O.C.
"4 REBAR E�6" O.C.
NOTES:
1. ALL D.I. PIPE AND FITTINGS SHALL HAVE
A THIRTY (30) MIL. THICKNESS EPDXY
LINING ON THE INTERIOR
2:THIS DRAWING IS NOT TO SCALE. DO NOTE
TAKE THE PLACEMENT OF POLES ,RACKS, OR
AIR VENTS IN THIS DRAWING AS ABSOLUTE.
SEE FIELD CREW FOR FINAL PLACEMENT OF ALL
ITEMS.
3. ALL CONDUITS ENTERING THE WET WELL
ARE TO BE SEALED WITH EXPLOSION PROOF
SEALER TO PREVENT GAS FROM ENTERING
THE CONTROLS.
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1'-6"}
6" GATE VALVE
& 6"-9.00 BEND
6" DI
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6" X 6" TEE
6" X 4" TRUE WYE
4" PVC DRAIN PIPE
WITH PVC FLAP VALVE
1'
8' DIAMETER WET WELL
POWER CABLE
WINCH LINE
GUIDE CABLE
EMERGENCY ALARM (ELEV 108)
•2 PUMP ON (ELEV 107)
01PUMP ON (ELEV 106)
PUMPS OFF (ELEV 102)
FLOOR ELEV 99
6" FORCE MAIN
Z(TIE TO STUB NEAR PROP.
LINE AND HARTFORD AVE.)
WET WELL
8" D.I. GRAVITY SEWER
(TIE TO STUB NEAR PROP.
LINE AT HARTFORD AVE.)
FL. 107.0
4" GALVANIZED PIPE
AND AIR VENT
2" DIA. OPENING
FOR LIFTING
LIFT STATION
PLAN VIEW 6" FORCE MAIN
(TIE TO STUB NEAR PROP.
I LINE AT HARTFORD AVE.)
6" GATE VALVE
VALVE BOX EMERGENCY PUMP
4
CONNECTION
(SEE DETAIL)
4" CHECK & GATE VALVES z
Ca (USE AT LEAST ONE COUPLING
2" GALVANIZED DEVICE IN THE VALVE SET UP)
00 SCREENED VENT 4" X 6" TRUE WYE 32'
_ \ / 6"-90° BEND
4" 450 BEND
4" DI
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4
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—6" GATE VALVE
6" FORCE MAIN
O 6" X 6" TEE
2" DIA. OPENING
FOR LIFTING
275 lb. WESTERN IRON WORKS
No 40-5 OR APPROVED EQUAL
8' DIAMETER (PROVIDE FOR REMOVABLE LID
WET WELL OVER EACH OPERATING NUT)
5' X 6' CONCRETE VAULT
RACK MOUNTED _ CONTROLS INCLUDED IN THE LIFT_
STATION BID ITEM
SERVICE POLE
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CONNECTION DETAIL
1-mmallixyol
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rl,so° BEND DO NOT INSTALL UNTIL NEEDED
(STORE IN THE VALVE VAULT)
/BREAKAWAY JOINT
` 6" BLIND FLANGE
/ (INSTALL FLUSH WITH THE GROUND)
\KAWAY JOINT
:TE
BEND
EMBEDMENT DETAIL
TRENCH WIDTH SHALL BE
OUTSIDE DIAMETER OF PIPE
PLUS 12" UTM-' Q" v A V
SELECT BACKFILL
CAREFULLY PLACED
PUMP LIFT DETAIL
1/4" STAINLESS
2" DIA
2/2" D A
POWER CABLE
PUMP
WINCH LINE
LEAD BOND OR
�I CRIMPED STAINLESS
STEEL PLATE
2'-3/8" DIA LINK
STAINLESS STEEL CHAIN
LIFTING
DETAIL
CONCTRETE
LID FOR VALVE VAULT
& WET WELL
2" DIAMETER PIPE
OPENING FOR LIFTING
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2 OF 2