HomeMy WebLinkAboutContract 26140 U,
CITY
CONTRACT N�.TAOY CITY SECRETARY
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C ENDING �-� D.O.E. FILE
CL),, S COPY CONTRACTOR'S BONDING CO.
CLIENT DEPARTMENT CONSTRUCTION'S COPY
CLIENT DEPARTMENT
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now inumom-
SPECIAL CONIRACTDOCUMENTS
FOR
WATER & SEWER MAIN
REPLACEMENTS
CONTRACT"99A"
"MWSR99A"
PROJECTNUMBERS:
PW53-060530175680
PS58-070580174840
DOE NO. 2574
Fort Worth
Water
Department
o �� Q�
City of Fort Worth, Texas
qVIAIJOW And coung"'I consmunicalflon
DATE REFERENCE NUMBER LOG NAME PAGE
8/15/00 **C-18185 1 30CLEB 1 of 2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO CLEBURNE
UTILITY CONSTRUCTION COMPANY FOR WATER AND SEWER MAIN
REPLACEMENTS CONTRACT "99A"
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of $605,326.00 from the Water and Sewer operating fund to the Sewer
Capital Project Fund; and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Sewer Capital Project Fund in the amount of$605,326.00 from available funds; and
3. Authorize the City Manager to execute a contract with Cleburne Utility Construction Company in the
amount of$1,199,906.00 for Water and Sewer Replacements Contract "99A".
DISCUSSION:
The work to be performed under this contract consists of replacing deteriorated water and/or sewer
mains at various locations throughout the City, which have exhibited recurring maintenance problems.
The project was advertised for bid on June 1 and 8, 2000. On June 29, 2000, the following bids were
received:
BIDDERS BID AMOUNT TIME OF CONTRACT
Cleburne Utility Construction Company $ 1.199,906.00 365 Calendar Days
William J. Schultz, Inc. d/b/a Circle "C" $ 1,340,900.00
Construction Company
B & H Utilities, Inc. $ 1,390,675.00
Texas-Sterling Construction, Inc. $ 2,065,665.00
The engineer's estimate for this project was $ 1,321,120.50.
The low bidder, Cleburne Utility Construction Company is in compliance with the City's M/WBE
Ordinance by committing to 16% M/WBE participation. The City's goal on this project is 16%.
This project is city-wide.
In addition to construction costs, $50,000.00 is required for project contingencies, and $83,995.00 is
required for design.inspection, and survey services.
City of Fort Worth, Texas
"aljor and Council Communication
- -
DATE REFERENCE NUMBER LOG NAME PAGE
8/15/00 **C-18185 30CLE6 2 of 2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO CLEBURNE
UTILITY CONSTRUCTION COMPANY FOR WATER AND SEWER MAIN
REPLACEMENTS CONTRACT"99A"
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation 1, and adoption of
the attached appropriation ordinance, funds will be available in the current capital budgets, as
appropriated, of the Water and Sewer Capital Projects Fund. -
MG:k
Submitted for City Manager's FUND I ACCOUNTT CENTER AMOUNT CITY SECRETARY
Office by: (to)
(1&2)PS58 472045 070580174840 $605,326.00 APPROVED
Mike Groomer 6140 (2)PS58 541200 070580174840 $567,360.00 CITY COUNCIL
Originating Department Head: (2)PS58 531350 030580174840 $ 37,966.00 J
A.Douglas Rademaker 6157 (from) AUG 15 2000
(1)PE45 538070 0709020 $605,326.00 % y
Additional Information Contact: (3)PS58 541200 070580174840 $542,360.00
(3)PW53 541200 060530175680 $657,546.00 City Secretary of the
A.Douglas Rademaker 6157 city of Fort Worth,Texas
Adopted Orth,arft
SPECIAL CONTRACT DOCUMENTS
FOR
WATER & SEWER MAIN
REPLACEMENTS
CONTRACT "99A"
"MWSR99A"
PROJECT NUMBER(S):
PW53-060530175680
PS58-070580174840
D.O.E. No. 2574
ROBERT TERRELL DALE A. FISSELER, P.E.
CITY MANAGER DIRECTOR
WATER DEPARTMENT
A. DOUGLAS RADEMAKER, P.E., DIRECTOR
DEPARTMENT OF ENGINEERING
PREPARED BY DEPARTMENT OF ENGINEERING
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otl`'�Pi-E OF T e, �Q
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..............................
S KENNETH E. MOSS p
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CITY OF FORT WORTH, TEXAS
WA TER DEPAR TMENT
WATER & SEWER MAIN
REPLACEMENTS
CONTRACT"99A"
"MWSR99A"
PROJECT NUMBERS:
PW53-060530175680
PS58-070580174840
D.O.E. No. 2574
DALE A. FISSELER, P.E.
DIRECTOR
WATER DEPARTMENT
2000
APPROVED
A.DOUGLAS RADEMAKER,P.E.,DIRECTOR,DEPARTMENT OF ENGINEERING
LL
APPROVED h� /►���� A d`�
FRANK CRUMB,P.E.,ENGINEER! G COORDINATOR,WATER DEPARTMENT
APPROVED S IQ
GEORGE A. MENES ,P.E. ASSISTANT DIRECTOR,TIPW
APPROVED
JT
TERNUS,P.E.,ASSISTANT DIRECTOR/TRAFFIC ENGINEER,flPW
LL -11Z6
on
RECOMMENDED AT
NOTICE TO BIDDERS
Sealed proposals for the following:
TITLE: WATER& SEWER MAIN REPLACEMENTS
CONTRACT "99A"; "MWSR99A"
PROJECT NO. PW53-060530175680
PS58-070580174840
DOE NO. 2574
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at
the Purchasing Office until 1:30 P.M. June 29, 2000, and then publicly opened and read aloud at
2:00 P.M. Plans, Specifications and Contract Documents for this project may be obtained at the
office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street,
Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of
$20.00; such deposit will be refunded if the document is returned in good condition within 10
days after bids are opened. Additional sets may be purchased on a non-refundable basis for
twenty dollars ($20.00)per set.
Bid security is required in accordance with the Special Instructions to Bidders.
Included in the above will be all other miscellaneous items of construction as outlined in the
Plans and Specifications.
The City reserves the right to reject any and/or all bids and waive any and/or all irregularities.
No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE
UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH
EFFORT FORM ("Documentation") as appropriate is received by the City. The award of
contract, if made, will be within forty-nine (49) days after this documentation is received, but in
no case will the award be made until the responsibility of the bidder to whom it is proposed to
award the contract has been verified.
Bidders are responsible for obtaining all addenda to the contract documents and acknowledging
receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do
not acknowledge receipt of all addenda may be rejected as being non-responsive. Information
regarding the status of addenda may be obtained by contacting the Department of Engineering at
(817) 871-7910.
In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the
City of Fort Worth has goals for the participation of minority business enterprises and women
business enterprises in City contracts. You may obtain a copy of the ordinance from the office of
the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT
STATEMENT included within these bid documents must be completed and submitted with your
bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render your bid non-
responsive. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") as appropriate. The Documentation must be received by the managing
department no later than 5:00 p.m., five (5) City business days after the bid opening date. The
bidder shall obtain a receipt from the appropriate employee of the managing department to whom
delivery was made. Such receipt shall be evidence that the Documentation was received by the
City. Failure to comply shall be evidence that the Documentation was received by the City.
Failure to comply shall render your bid non-responsive.
For additional information, contact Adolfo Lopez @ (817) 871-7829 or
Ken Moss @ (817) 871-7989.
BOB TERRELL GLORIA PEARSON
CITY MANAGER CITY SECRETARY
Department of Engineering
A. Douglas Rademaker, Director
Advertising Dates: 1 By
June 1, 2000 t john Firing, P.E.
June 8, 2000 Manager, Engineering Services
SPECIAL INSTRUCTIONS TO BIDDERS
1. PREQUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be
pre-qualified by the Fort Worth Water Department prior to submitting bids. This pre-
qualification process will establish a bid limit based on a technical evaluation and financial
analysis of the contractor. current financial statement, an acceptable experience record, and an
acceptable equipment schedule and any other documents the Department may deem necessary,
to the Director of the Water Department at least seven (7) calendar days prior to the date of the
opening of bids.
a) The financial statement required shall have been prepared by an independent certified
public accountant or an independent public accountant holding a valid permit issued by
an appropriate state licensing agency, and shall have been so prepared as to reflect the
current financial status to the submitting company. This statement must be current and
not more than one (1)year old. In the case that a bidding date falls within the time a new
statement is being prepared, the previous statement shall be updated by proper
verification.
b) For an experience record to be considered to be acceptable for a given project, it must
reflect the experience of the firm seeking qualification in work of both the same nature
and technical level as that of the project for which bids are to be received.
c) The Director of the Water Department shall be the sole judge as to the acceptability
for financial qualification to bid on any Fort Worth Water Department project.
d) Bids received in excess of the bid limit shall be considered non-responsive and will be
rejected as such.
e) The City, in its sole discretion,may reject any bid for failure to demonstrate experience
and/or expertise.
f) Any proposals submitted by a non-pre-qualified bidder shall be returned unopened, and
if inadvertently opened, shall not be considered.
g) The City will attempt to notify prospective bidders whose qualifications (financial or
experience) are not deemed to be appropriate to the nature and/or magnitude of the
project on which bids are to be received. Failure to notify shall not be a waiver of any
necessary pre-qualification.
Revised 04/21/2000
2. BID SECURITY: A cashier's check, or an acceptable bidder's bond,payable to the City of Fort
Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid
submitted must accompany the bid, and is subject to forfeiture. In the event,the successful bidder
fails to execute the Contract Documents within ten(10) days after the contract has been awarded.
To be an acceptable surety on the bond, (1) the name of the surety shall be included on the
current U.S. Treasury List, or (2) the surety must have capital and surplus equal to ten times the,
limit of the bond. The surety must be licensed to do business in the State of Texas. The amount
of the bond shall not exceed the amount shown on the treasury list or one-tenth (1/10) the total
capital and surplus.
3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred
(100%)percent of the contract price will be required, Reference C3-3.7.
4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth,
Texas, and as set forth in the Contract Documents must be paid on this project.
5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal,
the City of Fort Worth reserves the right to adopt the most advantageous construction thereof to
the City or to reject the Proposal.
6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 601G, Tex. Rev. Civ. Stat., the City of Fort
Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower
:.: than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a
Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable
contract in the state in which the nonresident's principal place of business is located.
"Nonresident bidder" means a bidder whose principal place of business is not in this State, but
excludes a contractor whose ultimate parent company or majority owner has its principal place of
business in this state.
This provision does not apply if this contract involves federal funds.
The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for
the bid to meet specifications. The failure of a nonresident contractor to do so will automatically
disqualify that bidder.
8. PAYMENT: If bid amount is $25,000.00 or less, the contract amount shall be paid within
forty-five(45) calendar days after completion and acceptance by the City.
Revised 04/21/2000
G
9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal
Government, Contractor covenants that neither it nor any of its officers, members, agents,
employees, program participants, or subcontractors, while engaged in performing this contract,
shall, in connection with the employment, advancement, or discharge of employees in connection
with the terms, conditions, or privileges of their employment, discriminate against persons
because of their age except on the basis of a bona fide occupational qualification, retirement plan,
or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents, employees,
subcontractors, program participants, or persons acting on their behalf, shall specify, in
solicitations or advertisements for employees to work on this contract, a maximum age limit for
such employment unless the specified maximum age limit is based upon a bona fide occupational
qualification, retirement plan or statuory requirements.
Contractor warrants if will fully comply with the Policy and will defend, indemnify and hold the
City harmless against any claims or allegations asserted by third parties or subcontractors'
alleged failure to comply with the above referenced Policy concerning age discrimination in the
performance of this agreement.
10. DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of
1990 ("ADA'), Contractor warrants that it and any and all of its subcontractors will not
unlawfully discriminate on the basis of disability in the provision of services to the general
public, nor in the availability, terms, and/or conditions of employment for applicants for
employment with, or employees of Contractor or any of its subcontractors. Contractor warrants
it will fully comply with ADA's provisions and any other state and local laws concerning
disability and will defend, indemnify, and hold the City harmless against any claims or
allegations asserted by third parties or subcontractors against the City arising out of Contractor's
and/or its subcontractors' alleged failure to comply with the above referenced laws concerning
disability discrimination in the performance of this agreement.
11. MINORITY AND WOMEN BUSINESS ENTERPPRISES: In accord with City of Fort
Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals
for the participation of minority business enterprises and women business enterprises in City
contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In
order for a bid to be considered responsive the AFFIDAVIT STATEMENT included within
these bid documents must be completed and submitted with the bid. Failure to submit the
completed AFFIDAVIT STATEMENT shall render your bid non-responsive. The bidder shall
submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM
and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The
Documentation must be received by the managing department no later than 5:00 p.m., five (5)
City business days after the bid opening date. The bidder shall obtain a receipt from the
appropriate employee of the managing department to whom the delivery was made. Such receipt
shall be evidence that the Documentation was received by the City. Failure to comply shall
render your bid non-responsive.
Revised 04/21/2000
12. Upon request, Contractor agrees to provide the Owner complete and accurate information
regarding actual work performed by a Minority Business Enterprise (MBE) on the contract and
payment thereof. Contractor further agrees to permit any audit and/or examination of any books,
records or files in its possession that will substantiate the actual work performed by an MBE
and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or
the commission of fraud by the Contractor will be grounds for termination of the contract and/or
initiating action under appropriate Federal State or local laws or ordinances relating to false
statements. Further, any such misrepresentation facts (other than a negligent misrepresentation)
and/or commission of fraud will result in the Contractor being determined to be irresponsible and
barred from participating in City work for a period of time of not less than three (3)years.
Revised 04/21/2000
PART B -PROPOSAL
This proposal must not be removed from this book of Contract Documents.
TO: Robert Terrell
City Manager
Fort Worth, Texas
PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by
the City, equipment and labor for the installation of four-inch through sixteen-inch water main,
and six-inch through fifteen-inch sanitary sewer mains and all necessary appurtenances and
incidental work to provide a complete and serviceable project designated as:
r-
WATER& SEWER MAIN REPLACEMENTS
CONTRACT"99A"; "MWSR99A".
Water Project No. PW53-060530175680
Sewer Project No. PS58-070580174840
Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly
examined the Contract Documents, including plans, special contract documents, and the General
Contract Documents and General Specifications for Water Department Projects, the site of the
project and understanding the amount of work to be done, and the prevailing conditions, hereby
proposes to do all the work, furnish all labor, equipment and material except as specified to be
furnished by the City, which is necessary to fully complete the work as provided in the Plans and
Contract Documents and subject to the inspection and approval of the Director of the City
Engineering Department of the City of Fort Worth, Texas; and binds himself upon acceptance of
this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond,
Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents
for the performing and completing of the said work. Contractor proposes to do the work within
the time stated and for the following sums:
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
.- NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
(Furnish and install, including all appurtenant work, complete in place, the following items)
(D-No. refers to related items in the Part D Special Conditions:)
,t
B-1
UNIT I: WATER
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
1. 50 L.F. 4-Inch PVC Pipe(DR-14),
D-27; Per Linear Foot:
I"& Dollars
and Cents $ 'l0.00 $ x000 .0 0
2. 1000 L.F. 6-Inch PVC Pipe(DR-14),
D-27; Per Linear Foot:
Dollars
and Cents $22-00
3. 2500 L.F. 8-Inch PVC Pipe (DR-14),
D-27; Per Linear Foot:
Dollars
and Cents $z .0 b $ S OOD.W
4. 500 L.F. 10-Inch PVC Pipe DR-14
D-27; Per Linear Foot:
Dollars
and Cents $ Z9.00 $ 14. 000. 60
5. 1000 L.F. 12-Inch PVC Pipe (DR-14),
D-27; Per Linear Foot:
zk�� Dollars
and Cents $ 36.60 $ 36,000.06
6. 50 L.F. 4-Inch Ductile Iron Pipe,
Class 51, D-26; Per Linear Foot:
Dollars
and Cents $ 24.00 $ IZ00.00
B-2
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
7. 100 L.F. 6-Inch Ductile Iron Pipe,
Class 51,D-26; Per Linear Foot:
A 'L,0�A ff/I A' Dollars
and Cents $ Z(0.6C) $ 2(000.00
8. 100 L.F. 8-Inch Ductile Iron Pipe,
Class 51,D-26; Per Linear Foot:
Dollars
and &I-t) v Cents $ 29.00 $ Z900. 6 0
9. 100 L.F. 10-Inch Ductile Iron Pipe,
Class 51,D-26; Per Linear Foot:
A& -IAC'\& A Dollars
and I D (/(,tr) Cents $ .4.6 U $ 3(i00 A 0
10. 100 L.F. 12-Inch Ductile Iron Pipe,
Class 51, D-26; Per Linear Foot:
0a�"- Dollars
and 1AS Cents $ (10.00 $ 11w.0 0
11. 250 L.F. 16-Inch Ductile Iron Pipe,
Class 51, D-26; Per Linear Foot:
Dollars
and kA Cents $ qg.00 $ )21000.00
12. 50 L.F. 4-Inch Ductile Iron Carrier Pipe,
Class 51, with Casing Spacers,
D-26; D-28; Per Linear Foot:
Dollars
and Cents $ 42. 60 $ Z/-60-60
B-3
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
13. 50 L.F. 6-Inch Ductile Iron Carrier Pipe,
Class 51, with Casing Spacers,
D-26; D-28; Per Linear Foot:
Dollars
and Cents $ SO.Oo $ 2SOO.00
14. 50 L.F. 8-Inch Ductile Iron Carrier Pipe,
Class 51, with Casing Spacers,
D-26; D-28; Per Linear Foot:
Dollars
and 14 a) Cents $ $ 3000.00
15. 50 L.F. 10-Inch Ductile Iron Carrier Pipe,
Class 51, with Casing Spacers,
D-26; D-28; Per Linear Foot:
AI APAA-r. Dollars
and utero Cents $ Z.0 0 $ 3(000.U 0
16. 50 L.F. 12-Inch Ductile Iron Carrier Pipe,
Class 51, with Casing Spacers,
D-26; D-28; Per Linear Foot:
Dollars
and Cents $ W.0 0 $ 0900.00
17. 50 L.F. 16-Inch Ductile Iron Carrier Pipe,
Class 51,with Casing Spacers,
D-26; D-28; Per Linear Foot:
Dollars
and Cents $ I -n a $JrJ?�Q•Q 0
18. 50 L.F. 16-Inch Casing Pipe by Boring,
and Jacking with Pressure Grout,
D-28; Per Linear Foot:
14jd LAdlw� Dollars
and kA) Cents $ 006.0b $ 10,600-06
B-4
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
19. 50 L.F. 18-Inch Casing Pipe by Boring,
and Jacking with Pressure Grout,
D-28; Per Linear Foot:
OW6
WP ':749 Ji,I I, Dollars
and //lN Cents $ 025100 $ 1117-0.Oa
20. 50 L.F. 24-Inch Casing Pipe by Boring,
and Jacking with Pressure Grout,
D-28; Per Linear Foot•
CU d
Dollars
and k143 7 Cents $ 2!(00.00 $ 13,000.00
i
21. 50 L.F. 30-Inch Casing Pipe by Boring,
and Jacking with Pressure Grout,
D-,28; Per Linear Fo t:
Dollars
and u,J Cents $ 310-00 $15,06-06
22. 50 L.F. 16-Inch Casing Pipe by Direct Bury,
D-28; Per Linear Foot:
Dollars
and Cents $ 100-00 $ ,,3000 .00
I 23. 50 L.F. 18-Inch Casing Pipe by Direct Bury,
D-28; Per Linear Foot:
Dollars
and 1AA-) Cl Cents $ 120.00 $ AO
24. 50 L.F. 24-Inch Casing Pipe by Direct Bury,
D-28; Per Linear Foot:
zitf� Dollars
and ftlu Cents $ 75-6 0 $,3SSV.6 d
B-5
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
25. 50 L.F. 30-Inch Casing Pipe by Direct Bury,
D-28; Per Linear Foot:
L&AE Dollars
and Cents $ 90.0 0 $ 4SDOO 0
26. 5 E.A. 4-Inch Gate Valve w/Cast Iron
Box and Lid, DZ2 ; er Each:
Dollars
and 1 1%A2 Cents $ 0 $ Z125,00
27. 10 E.A. 6-Inch Gate Valve w/Cast Iron
Box and Lid, D-25; Pe;Each:
Dollars
and Cents $ $ s50d•00
28. 10 E.A. 8-Inch Gate Valve w/Cast Iron
Box and Lid, D-25; Per Each:
Dollars
and Cents $ X0.00 $ DOD.�Q
29. 2 E.A. 10-Inch Gate Valve w/Cast Iron
Box and Lid, D-25; Per Each:
cal::Lk�k Dollars
and iil,tj Cents $ /006,06 $ Z00D.00
30. 2 E.A. 12-Inch Gate Valve w/Cast Iron
Box and Lid,D-25; P r Ea h:
Dollars
and V l 6) Cents $ 11A16 4 $ Z300.00
31. 2 E.A. 16-Inch Resilient-Seated Gate Valve
and Vault, D-62; Per Each:
� �ollars
and MAI Cents $ q066-06 $ la,b06 do
B-6
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
32. 2 E.A. 16-Inch Double Disk Gate Valve
and Vault, D-25; Per Each:
AWAk:�(�ZlgaDollars
and jAA) Cents $ 0.0 d $
33. 1 E.A. Cut-In 4" Gate Valve w/Cast Iron
Box and Lid, D-25, D-30; Per Each:
Dollars �000 .
P and kw Cents $ 1000.00
4P 34. 2 E.A. Cut-In 6"Gate Valve w/Cast Iron U
Box and Lid, D-25, D-30; Per Each:
Dollars
and "4-) Cents $ 0 0 0 $ 3(906'0 D
35. 5 E.A. Cut-In 8"Gate Valve w/Cast Iron
Box and Lid,D-25, D-30; Per Each:
�bIIars
and Cents $ Z3 6'00 $ /� O•�b
36. 2 E.A. Cut-In 10"Gate Valve w/Cast Iron
Box and Lid,D-25, D-30; Per Eacch-
. i�llars
and Cents $ $'5DOAlao
37. 2 E.A. Cut-In 12"Gate Valve w/Cast Iron
Box and Lid, D-25, D-30; Per Each:
AdJL(f� &MLYDollars
and "A) Cents $ 200,60 $ M0.06
38. 2 E.A. Remove and Salvage 16"Gate Valve
and Vault, D-24; Per Each:
LVA U''W �6ollars
and PW Cents $ SOW Ab $ /a�000 40
B-7
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
39. 10 Tons Cast Iron/Ductile Iron Fittings,
D-26; Per Ton:
-Ya Dollars
and 14-0 Cents $ ,kod.00 $ 30,000.00
40. 10 E.A. Standard Fire Hydrant, 3'-6"
Bury Depth; Per Each:
a- WAL Dollars
and /i(,() Cents $jZ00.00 $ 12t000.00
41. 10 V.F. Fire Hydrant Bbl. Extension,
" Per Vertical Foot:
Dollars
and LILId Cents $ .300.0 0 $ '3006,00
42. 5 E.A. Remove Existing Fire Hydrant,
D-24; Per Each:
C � Dollars
and Cents $ 45b.00 $ 22.50 PO
43. 1 E.A. Install 1-Inch Air and Vacuum
Release Valve w/Vault; Per Each:
Dollars
and Cents $ 2(p00.00$ Z(v00.00
44. 1 E.A. Install 2-Inch Air and Vacuum
Release Valve w/Vault; Per Each:
iollazs
and Cents $ $ 0.60
45. 1 E.A. Install 4-Inch Blow Off w/4"
Gate Valve & Sump Manhole,
Per Each:
ai�f'�Yvollars
'
andy PW Cents $ 5(506,6d $ —qW . 0 0
B-8
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
` NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
T 46. 1 E.A. 16"X 12"Tapping Sleeve and
12-Inch Valve wBox; For C.I.,D.I.,
or Concrete Main; Per Each:
s
and Cents $ 9,—qLz,Q v$ 25,106-00
47. 1 E.A. 16"X 10"Tapping Sleeve and
10-Inch Valve wBox; For C.I.,D.I.,
or Concrete Main; Per Each:
I' ars
and yL() Cents $ Noo.0 d $ 200.0 0
H 48. 1 E.A. 16"X 8"Tapping Sleeve and
8-Inch Valve wBox; For C.I.,D.I.,
or Concrete Main; Per Each:
lmwmw aars
and PW Cents $ f300,0 0 $ 2306.00
49. 1 E.A. 16"X 6"Tapping Sleeve and
6-Inch Valve wBox; For C.I.,D.I.,
or Concrete Main; Per Each:
�o Lars
and t1W Cents $ 23oa,0 0 $ 2 300.o v
50. 1 E.A. 16"X 4"Tapping Sleeve and
4-Inch Valve wBox; For C.I., D.I.,
or Concrete Main; Per Each:
JA) (�� Dollars
and M—i Cents $ 2000,00 $ 2600. 0
�,. 51. 1 E.A. 12"X 12"Tapping Sleeve and
12-Inch Valve wBox;For C.I.,D.I.,
or Concrete Main; Per Each:
J&4'6AW',d6M(ars
and U j/t,U Cents $Z,96o tD $ 2800 .00
B-9
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
52. 1 E.A. 12"X 10"Tapping Sleeve and
10-Inch Valve wBox; For C.I., D.I.,
or Concrete Main; Per Each:
ollars
andol
�_�� Cents $ 26000.0 0 $ 2(000.00
�
53. 1 E.A. 12"X 8"Tapping Sleeve and
8-Inch Valve wBox; For C.I., D.I.,
or Concrete Main; Per Each:
Jinrb I Jj�,, h 11,0144Z
rs
and `�t ,�) Cents $ N00-00 $ Z(160 00
54. 1 E.A. 12"X 6"Tapping Sleeve and
6-Inch Valve wBox; For C.I.,D.I.,
or Concrete Main; Per Each:
16fl,�- Auj kmaollars
and Cents $ 1300.00 $ Z300.0 0
55. 1 E.A. 12"X 4"Tapping Sleeve and
4-Inch Valve wBox; For C.I.,D.I.,
or Concrete Main; Per Each:
"Dollars
and 0 Cents $ /900,00 $ 00.0
56. 1 E.A. 10"X 10"Tapping Sleeve and
10-Inch Valve wBox; For C.I.,D.I.,
or Concrete Main;Per Each:
�j Dollars
and Cents $_Z00016 $ 0000.0 0
57. 1 E.A. 10"X 8"Tapping Sleeve and
8-Inch Valve wBox; For C.I.,D.I.,
or Concrete Main; Per Each:
X11PA4401larsG
and Cents $ ,66 $ Wo.Q0
B-10
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
58. 1 E.A. 10"X 6"Tapping Sleeve and
6-Inch Valve w/Box; For C.I.,D.I.,
or Concrete Main; Per Each:
Dollars
anjA Cents $ /56U,06 $ mo,o0
59. 1 E.A. 10"X 4"Tapping Sleeve and
�) 4-Inch Valve w/Box; For C.I., D.I.,
or Concrete Main; Per Each:
0&&" &MJAA Dollars
and 1A. J Cents $ 400,00 $ /�D0.00
60. 1 E.A. 8"X 8"Tapping Sleeve and
8-Inch Valve w/Box; For C.I., D.I.,
kor Concrete Main; Per Each:
A A(A-6,j
Dollars
and "-k) Cents $ ��00 D•00 $1(�pD.0 D
61. 1 E.A. 8"X 6"Tapping Sleeve and
6-Inch Valve w/Box; For C.I., D.I.,
or Concrete Main; Per Each:
V14k/Dollars
and1AA) Cents $ /20.00 $
62. 1 E.A. 8"X 4"Tapping Sleeve and
4-Inch Valve w/Box; For C.I.,D.I.,
or Concrete Main; Per Each:
a&j& A"Z&jDollars ,�
and 14 A ) Cents $ N00 00 $ 1*6,0 0
63. 1 E.A. 6"X 6"Tapping Sleeve and
I
6-Inch Valve w/Box;For C.I.,D.I.,
or Concrete Main; Per Each:
awf t&M kyd&Aollars
and L4.4j Cents $ 60.6 $ ��04•��
B-11
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
64. 1 E.A. 6"X 4"Tapping Sleeve and
4-Inch Valve wBox; For C.I.,D.I.,
or Concrete Main; Per Each:
Lm �� Dollars
and JA A3 Cents $ LL&.00 $ / om c
65. 10 E.A. 2-Inch Service Taps to Main,
-23, D-68; Per Each:
310�
Dollars
and Cents $ Sa.0 0 $ 55M, 0
66. 10 E.A. 1-1/2-Inch Service Taps to Main,
D-23, D-68; Per Each:
%,� hwiAd Dollars
and (i[) Cents $ 0. z) $ sy00.00
67. 10 E.A. 1-Inch Service Taps to Main,
D-23; Per Each:
Dollars
and Cents $ Q 0 $ -0-60
68. 10 E.A. 3/4-Inch Service Taps to Main,
-23; Pe Each:
Dollars
and Cents $ $1 �0 0
69. 200 L.F. Install 2-Inch Copper Service,
D-23, D-68; Per Linear Foot:
Dollars
and Cents $ ZZ 5 $ Q.QO
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
70. 200 L.F. Install 1-1/2-Inch Copper Service,
D-23, D-68; Per Linear Foot:
_ (itPjL1 Dollars
and Cents $ ZQ.0 0 $ 0000.D 0
71. 1000 L.F. Install 1-Inch Copper Service,
D-23;Per Linear Foot:
Dollars
and "w Cents $ 40. 0 0 $ /(o,600.0 O
72. 200 L.F. Install 3/4-Inch Copper Service,
D-23; Per Linear Foot:
ak1LZL Dollars
and L4-43 Cents $ lZ.0 a $ Z 4 60.6 a
73. 5 E.A: Relocate 2-Inch Service Meters, and
nMeter Boxes, D-23 D-68- Per Each:
�_
_ Dollars
and Cents $ $
74. 5 E.A. Relocate 1-1/2-Inch Service Meters, and
Meter Bo es,D-23 D-68- Per Each:
Dollars
and 1A ) Cents $ ���6y $ 25D.6
0
75. 5 E.A. Relocate 1-Inch Service Meters, and
Meter Boxes,D-23; Per Each:
auz) &LdLl Dollars
and 41,4j Cents $ zod'o0 $ QD,Oa
76. 5 E.A. Relocate 3/4-Inch Service Meters, and
eter Boxes, 2�Per Each:
Dollars
and Cents $ ISO.b 0 $ -70-60
B-13
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
77. 5 E.A. Install Multiple Service Branches
For 2-Inch Copper Service,
D-23, D-68; Per Each
Dollars
and `A Cents $ 200-o0 $ 000-dD
78. 5 E.A. Install Multiple Service Branches
For 1-1/2-Inch Copper Service,
D-23, D-68; Per Each:
A4j-j &4dd Dollars
and 6(-16 Cents $ 200 w $ /000-00
79. 5 E.A. Install Multiple Service Branches
For 1-Inch Copper Service,
DG2�er Each:
Dollars
andCents $ / 6 6 $ 6z)
80. 50 E.A. Furnish and Set Class `B' Meter
oxes, D- 3; Per ch:
Dollars
and Cents $ SSD.6Q $ '726.6b
81. 50 E.A. Furnish and Set Class `A' Meter
oxes, D-23; Per ch-
Dollars
and A fJ Cents $ .S�b_0 $ 7.SDO-60
82. 5000 L.F. Furnish and Lay 2-Inch Pipe and
Fittings for Temporary Service,
D-32; PerrLinear Foot:
;' /(fy Dollars
and Mj Cents $ �2-inn $ �f7, 00 Q•0
B-14
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
83. 5 E.A. Water Sample Station Installation,
Fig. 33 or 34,D-53 Per ch:
Dollars
and Cents $ :?9 .00 $
84. 5 E.A. Relocate Sprinkler System stem Backflow
P
Preventor or Control Valve&Box,
D-61; Per Each:
Z4L�Z IUL�d Dollars boo
and L4.4) b
1 Cents $ oo.0 0 $ 3LOO.00
85. 10 E.A. Cut and Plug Existing Mains in
Separate Trenches,All sizes,
D-24; Per Each:
(fes Dollars
and 1A j.) Cents $ /200-00 $ /Z000.00
86. 1000 L.F. Trench Safety System,
D-20; Per Linear Foot:
Dollars
and Cents $ 2-60_ $ 9000'6D
87. 100 L.F. Extra Depth of Water Mains;
Per Linear Foot:
Dollars
and 14 At r44 Cents $ $ X.00
88. k%L.F. 12-Inch C1. 51 DIP, for Sanitary
Sewer Replacement at Variable Depth,
D-10; Per Linear Foot:
&& Dollars
and Cents $ $ �b 0
1
1 B-15
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
89. 18 L.F. 10-Inch Cl. 51 DIP, for Sanitary
Sewer Replacement at Variable Depth,
D-10; Per Linear Foot:
2U6 _r&D Dollars
and jAA) Cents $ X2.0 0 $ ',�,6 0
90. 18 L.F. 8-Inch Cl. 51 DIP, for Sanitary
Sewer Replacement at Variable Depth,
D-10; Per Linear Foot:
3�j)k&t/t��_Dollars
and J MAJ Cents $ 37 6 0 $
91. 18 L.F. 6-Inch Cl. 51 DIP, for Sanitary
Sewer Replacement at Variable Depth,
D-10; Per Linear Foot:
Dollars
andalt.) Cents $ 3,S-,OD $ Q Oa
92. 5 E.A. Dehole, 0 ft. - 5 ft. in Depth,
D-33; Per Each:
_ n1A I, &VYAOebollars
and l�_,U Cents $ Q66.00 $ ,QO
93. 2 E.A. Dehole, 5 ft. - 10 ft. in Depth,
D-33; Per Each:
10114 Dollars
and hAJ Cents $ /Z00.66 $ 2VO0.40
94. 2 E.A. Dehole, 10 ft. - 20 ft. in Depth,
D-33; Per Each:
kwt ollars 3�oc�_ 00
and Cents $ /6W.00 $ •3600.00 U
�
B-16
r^
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTIT-1' BID PRICES WRITTEN IN WORDS PRICE AMOUNT
95. 10 E.A. Job Move In,
D-41; Per Each:
llars
and IAA) Cents $ 15DO.W $
96. 10 E.A. Emergency Situation Job Move In,
pp D-64; Per Each:
iL 44IU4
rs
and 4AA) Cents $ 1YOQ-66 $ 18 000.Oa
97. 100 L.F. Hydro Mulch Seeding,
D-50; Per Linear Foot:
Gy Dollars
00
and PIA) Cents $ Z' $ 200. 0 0
98. 100 L.F. Sodding,
D-50; Per Linear Foot:
Dollars
and Cents $ &.60 $ 600-0z)
99. 25 L.F. Concrete Encasement, Per Fig. 20,
D-34; Per Linear Foot:
�k�' ' Dollars
and Cents $ 2,06 $ Z Od
100. 5 C.Y. Concrete Riprap,
D-43; Per Cubic Yard:
Dollars
and Cents $ 0,0 0 $ (4-0D.0'0
101. 10 C.Y. Crushed Limestone,
M D-16; Per Cubic Yard:
1fj_A4&4'x_ Dollars
and Cents $ $ 090100
E
+ B-17
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
102. 10 C.Y. Class `B' Concrete(2500#);
Per Cu is Yard:
Dollars
and Cents
103. 10 C.Y. Class `E' Concrete(1500#);
Per Cubic Yard:
Dollars
and Cents $ 70 $
104. 100 L.F. Concrete Curb and Gutter
Replacement,
D-15, D-65; Per Linear Foot:
Dollars
and !'jet) Cents $ X0.00 $ 11600.60
105. 25 S.Y. Concrete Sidewalk or Driveway
Replacement,
D-15;Per Square Yard:
e_�azr VV
o Dollars
and ; Cents $ Z S 0 o $ 6zS0 o
106. 100 S.Y. Replace Paving in Parking Areas,
D-19; Per Square Yard:
Dollars
and Cents $ zs 00 $ z860.00
107. 500 L.F. Concrete Pavement on 2:27
Concrete Base, Fig. 1,
D-17; D-18; Per Linear Foot:
Dollars
and Cents $ 410,0 D $ Z0,000.00
B-18
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
108. 100 L.F. Brick on Reinforced Concrete
Base,Fig. 3, D-17, D-18;
Per Linear Foot:
Dollars
and Cents $
109. 500 L.F. Min 2-Inch HMAC on 2:27
Concrete Base,Fig. 4,
D-17; D-18; Per Linear Foot:
An I A'�7-' -ru
Dollars
and �� Cents $ _32.0o $ 10, 600. 0
110. 500 L.F. 2-Inch HMAC on 2:27
Concrete Base, Fig. 5,
D-17; D-18; Per Linear Foot:
Dollars II
and Cents $ 3?_-da $ l�j�000-at
111. 100 L.F. Min 1-1/2-Inch HMAC on Reinforced
Concrete Base, Fig. 2,
D-17; D-18;Per Linear Foot:
m
Dollars
and Cents $ 36-00 $ 3600.OD
112. 100 L.F. 2-Inch HMAC on 8-Inches Crushed
Stone Base (Temp. Pvmt.)Fig. 5R,
D-17; D-18; Per Linear Foot:
Dollars
and bA ) Cents $ 7.0 6 $ 7Q0.60
113. 1000 L.F. 2-Inch Hot or Cold Mix Rolled
Temporary Pavement,Fig. A,
D-44; Per Linear Foot:
Z" Dollars n
and AAA Cents $ /.00 $ '1000-a
B-19
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
114. 1000 L.F. Flex Base Material,Temporary
Paving Repair, Fig. A,
D-44; Per Linear Foot:
Dollars
and Cents $ b.00 $ (000a DO
TOTAL AMOUNT BID $
* Type of Pipe Used
PVC DR-14:
DIP Class 51:
I
i
I B-20
UNIT II: SEWER
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
1. 50 L.F. 6-Inch PVC Pipe,
0 Ft. - 6 Ft. Trench Depth,
D-27;Per Linear Foot:
JI I Dollars
and ubvj Cents $ 2s. d $
2. 50 L.F. 6-Inch PVC Pipe,
6 Ft. - 8 Ft. Trench Depth,
D-27; Per Linear Foot:
Dollars
and Cents $ 06-00 $ 30d.0 0
3. 50 L.F. 6-Inch PVC Pipe,
8 Ft. - 10 Ft. Trench Depth,
D-27; Per Linear Foot:
Q�Dollars
and k4YCents $ Z g,00 $ 14166,40 .
4. 50 L.F. 6-Inch PVC Pipe,
10 Ft. - 12 Ft. Trench Depth,
D-27; Per Linear Foot:
J AA-1 Dollars
and A2 Cents $ 30.00 $ /Sm Oa,
5. 750 L.F. 8-Inch PVC Pipe,
0 Ft. - 6 Ft. Trench Depth,
D-27;Per Linear Foot: -
'4 AO Ji P1 IAA
and Cents
$ ZY'00 $ Z1, 600,60
B-21
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
6. 750 L.F. 8-Inch PVC Pipe,
6 Ft. - 8 Ft. Trench Depth,
D-27;Per Linear Foot:
Dollars
and i Cents $30.0o $ 20„20•a 0
- 7. 200 L.F. 8-Inch PVC Pipe,
8 Ft. - 10 Ft. Trench Depth,
D-27; Per Linear Foot:
Dollars
and Cents $ 32.00 $ c00.Oa
8. 100 L.F. 8-Inch PVC Pipe,
10 Ft. - 12 Ft. Trench Depth,
D-27; Per Linear Foot:
Dollars
and Cents $ 3 4 $ 0 0-0 0
9. 100 L.F. 8-Inch PVC Pipe,
12 Ft. - 14 Ft. Trench Depth,
D-27; Per Linear Foot:
IV
Dollars
and Cents $ 3g.4y $ .3360-00
10. 100 L.F. 8-Inch PVC Pipe,
14 Ft. - 16 Ft. Trench Depth,
D-27; Per Linear Foot:
&� Dollars
and Cents $ �4 66 $ VV46,00
11. 100 L.F. 8-Inch PVC Pipe,
16-Ft. - 18 Ft. Trench Depth,
D-27; Per Linear Foot:
Dollars
and lil,✓ Cents $ 52-60 $
B-22
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
12. 200 L.F. 10-Inch PVC Pipe,
0 Ft. - 6 Ft. Trench Depth,
D-27; Per Linear Foot:
Dollars
and Cents $ . 0 0 $ 0
13. 200 L.F. 10-Inch PVC Pipe,
6 Ft. - 8 Ft. Trench Depth,
D-27;Per Linear Foot:
Dollars
and Cents $ 3 .00 $koo.0 D,
14. 200 L.F. 10-Inch PVC Pipe,
8 Ft. - 10 Ft. Trench Depth,
D-27; Per Linear Foot:
()-ku A4(j 7" Dollars
and Cents $ J7-6 0 $ Wbo-00
15. 100 L.F. 10-Inch PVC Pipe,
10 Ft. - 12 Ft. Trench Depth,
D-27; Per Linear Foot:
"' Dollars
and I rta.4) Cents $ 00 $ 300.60
16. 100 L.F. 10-Inch PVC Pipe,
12 Ft. - 14 Ft. Trench Depth,
D-27; Per Linear Foot:'
Dollars 2
and Cents $ ✓7.0 $ U60.06
17. 100 L.F. 10-Inch PVC Pipe,
14 Ft. - 16 Ft. Trench Depth,
D-27;Per Linear Foot:
Dollars '/
and Cents $� $ �Y Q 0•d o
B-23
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
18. 100 L.F. 10-Inch PVC Pipe,
16-Ft. - 18 Ft. Trench Depth,
D-27; Per Linear Foot:
e�)to�� lw"o// Dollars
and Cents $ .0 b $ 00.00 .
19. 100 L.F. 12-Inch PVC Pipe,
0 Ft. - 6 Ft. Trench Depth,
D-27; Per Linear Foot:
LID Dollars
and GW Cents $ Z-0Q $ ZOO.OQ
20. 100 L.F. 12-Inch PVC Pipe,
6 Ft. - 8 Ft. Trench Depth,
D-27; Per Linear Foot:
- aza 94/ l,�l� Dollars
and Cents $ 34 60 $ 3 (30.0
21. 100 L.F. 12-Inch PVC Pipe,
8 Ft. - 10 Ft. Trench Depth,
D-27;Per Linear Foot:
f
- 94 A& /-U, Dollars
and Cents $ 36-06 $ 3600.01)
22. 100 L.F. 12-Inch PVC Pipe,
10 Ft. - 12 Ft. Trench Depth,
D-27; Per Linear Foot:
Dollars
and Cents $ X06 $ 300.00.
23. 100 L.F. 15-Inch PVC Pipe,
0 Ft. -6 Ft. Trench Depth,
D-27; Per Linear Foot:
Dollars
and Cents $ /O(1 $ AM..00
B-24
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
24. 100 L.F. 15-Inch PVC Pipe,
6 Ft. - 8 Ft. Trench Depth,
- D-27; Per Linear Foot:
Dollars
and Cents $ 3WO-0 O $ 3660-0Q
25. 100 L.F. 15-Inch PVC Pipe,
8 Ft. - 10 Ft. Trench Depth,
D-27; Per Linear Foot:
Dollars
and Lt.() Cents $ N G 0 $ 3900.00
26. 100 L.F. 15-Inch PVC Pipe,
10 Ft. - 12 Ft. Trench Depth,
D-27; Per Linear Foot:
and A&It'd Dollars 4200- 60
and 1^� Cents $ 42-00 $
27. 100 L.F. 6-Inch Ductile Iron Pipe,
0 Ft. - 6 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and /k"t) Cents $ 3Z.G 0 $ '3206-0Q
28. 100 L.F. 6-Inch Ductile Iron Pipe,
6 Ft. - 8 Ft. Trench Depth,
D-26; Per Linear Foot:
11 Dollars
and t4,A_) Cents $ 33.00 $ 3366.6a.
29. 50 L.F. 6-Inch Ductile Iron Pipe,
8 Ft. - 10 Ft. Trench Depth,
D-26; Per Linear Foot:
— �)A� C4� Dollars
and J JhLAJ Cents $ 3�l 00 $ �7Q0.00
B-25
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTE.,IN WORDS PRICE AMOUNT
30. 50 L.F. 6-Inch Ductile Iron Pipe,
10 Ft. - 12 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and f L4_6 Cents $
31. 200 L.F. 8-Inch Ductile Iron Pipe,
0 Ft. - 6 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and /LffA Cents $ 30.00 $J200-00
32. 200 L.F. 8-Inch Ductile Iron Pipe,
6 Ft. - 8 Ft. Trench Depth,
D-26; Per Linear Foot:.
"a�E Dollars
and
vi�k
. Cents $ a0 $ 7000.00
33. 200 L.F. 8-Inch Ductile Iron Pipe,
8 Ft. - 10 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and Cents $ Q-01) $ gd 00.0
34. 100 L.F. 8-Inch Ductile Iron Pipe,
10 Ft. - 12 Ft. Trench Depth,
D-26; Per Linear Foot:
K961tk4 44A) Dollars
and Cents $
35. 100 L.F. 8-Inch Ductile Iron Pipe,
12 Ft. - 14 Ft. Trench Depth,
D-26; Per Linear Foot:
4'du- J�4 Dollars
and ,AA-) Cents $_
B-26
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
36. 100 L.F. 8-Inch Ductile Iron Pipe,
14 Ft. - 16 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and Cents $ 5b.00 $ 06,00
37. 100 L.F. 8-Inch Ductile Iron Pipe,
16 Ft. - 18 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and Cents $ D. 0 $ 000.00
38. 100 L.F. 8-Inch Ductile Iron Pipe,
18 Ft. - 20 Ft. Trench Depth,
D-26; Per Linear Foot:
Aem- .1 J Ln' /A Dollars ��
and Cents $ 7`f•00 $ '/ 00.00,
39. 200 L.F. 10-Inch Ductile Iron Pipe,
0 Ft. - 6 Ft. Trench Depth,
D-26; Per Linear Foot:
2� Dollars
and Cents $ 3SSoo $ 7 Od.d 0.
40. 200 L.F. 10-Inch Ductile Iron Pipe,
6 Ft. - 8 Ft. Trench Depth,
D-26; Per Linear Foot:
- Z6 L A-LI gyas:e Dollars
and t11 A-) Cents $ 7 OD $ 7 �•OQ
41. 200 L.F. 10-Inch Ductile Iron Pipe,
8 Ft. - 10 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and lit.. Cents $ 39,00 $ '7906,0b
B-27
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
42. 100 L.P. 10-Inch Ductile Iron Pipe,
10 Ft. - 12 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and Cents $ Z •0 0 $ 200 .Oa
43. 100 L.F. 10-Inch Ductile Iron Pipe,
12 Ft. - 14 Ft. Trench Depth,
D-26; Per Linear Foot:
2 IAA Dollarsd"
and Cents 0o $
44. 100 L.F. 10-Inch Ductile Iron Pipe,
14 Ft. - 16 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and Cents $ 52'.00 $ 5200-00
45. 100 L.F. 10-Inch Ductile Iron Pipe,
16 Ft. - 18 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and Cents 60 $ svoo. 0 0
46. 100 L.F. 10-Inch Ductile Iron Pipe,
18 Ft. - 20 Ft. Trench Depth,
D-26; Per Linear Foot:
Af,.,�� tL-) Dollars
and Cents $ 7 2' •ad $ 72,0o-61)
47. 50 L.F. 12-Inch Ductile Iron Pipe,
0 Ft. - 6 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and Cents $ ` •bb $ 2000.00
B-28
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
48. 50 L.F. 12-Inch Ductile Iron Pipe,
6 Ft. - 8 Ft. Trench Depth,
D-26; Per Linear Foot:
101) i�— y Dollars
and Cents $
49. 50 L.F. 12-Inch Ductile Iron Pipe,
8 Ft. - 10 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars r
and Cents $ 0�0 0 $ L 200.QO
50. 50 L.F. 12-Inch Ductile Iron Pipe,
10 Ft. - 12 Ft. Trench Depth,
D-26; Per Linear Foot:
Dollars
and Cents $ 07.6 0 $ Z 35D" 60
51. 25 L.F. Bore & Jack 6"DIP
w/Pressure Grout,
D-26; Per Linear Foo
Dollars
and 04 Y Cents $ /2,60 $ 372-60
52. 25 L.F. Bore &Jack 8"DIP
w/Pressure Grout,
P-26; Per Linear Foot:
(�,`,�— Dollars
and 0 `A,)P Cents $ i 00 $ (oZS 6 D
53. 25 L.F. Bore & Jack 10"DIP
w/Pressure Grout,
D-26; Per Linear oo
Dollars
and vw Cents $ 22500 $ S�ZS.00
B-29
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
54. 25 L.F. Bore & Jack 12"DIP
w/Pressure Grout,
D-26; Per Linear Foot:
C�CkT ASW
Dollars
and /it.0 Cents $ 200.00 $ .00.
55. 25 L.F. Bore & Jack 15"DIP
w/Pressure Grout,
D-26; Per Linear Foot:
Dollars
and Cents $ 0
56. 20 E.A. Vacuum Test for
Sanitary Sewer Manhole,
Der Each:
Toj= Dollars
and t_tlk) Cents $ $ 2-000.06
57. 20 E.A. Standard 4-Foot Diameter
Manhole to 6 Feet Depth,
D-21; Per Each: kz/Dollars �"��
and J A A) Cents $ /000-Ob $ ZSR, 000.00
58. 20 V.F. Additional Depth Over 6 Foot of
Standard 4-Foot Diameter Manhole,
D-21; Per Vertical Foot:
Qk / Dollars
and 14laJ Cents $
59. 5 E.A. Standard 4-Foot Diameter Drop
Manhole to 6 Feet Depth,
D-21; Per Each:
'k jn�
Aollars n
and Cents $ �OQ OD $ 9(aU0.66
B-30
r
rITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
60. 5 V.F. Additional Depth Over 6 Foot of
4-Foot Diameter Drop Manhole,
D-21; Per Vertical Foot:
! - G�
-m& Dollars
andCents $ 7_s,6 0 $
61. 5 E.A. Shallow Manhole Per Fig. 106,
D-21; Per Each:
11,1,mduel Dollars
and "A) Cents $ 9000•d 0.
62. 20 E.A. Concrete Collar for Manhole,
Per Fig. 121,
D-21; Per Each:
Lw l Dollars
and 144 Cents $ 300.00 $ (0600- 00
63.
20 E.A. Watertight Manhole Inserts,
D-21; Per Each:
Q Gtt GtttA" Dollars
and I A-41 Cents $ /00.00 $ 0000.0.0
64. 5 E.A. Adjust& Seal Existing Manhole,
D-21;Per Ea
ch:air Dollars
and fA-J Cents $ .00 $ O-Zo,00.
65. 5 E.A. Remove Existing Sewer Manhole,
D-24; Per Each: I ,/
�= Dollars
and Cents
B-31
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
66. 5 E.A. Abandon Existing Sewer Manhole,
D-24; Per Each:
Azu/ Dollars
andCents $ .0 0 $ 2000.0 a
67. 100 E.A. 4-Inch Sanitary Sewer Service Tap,
D�-2,2,;,rPer Each: ,, A
Dollars
and 124A Cents $ Z25700 $ 00).ZO.00
68. 25 E.A. 6-Inch Sanitary Sewer Service Tap,
D-22; Per Each
Dollars
and Cents $ 3Z5-,60 $ �?/2.f 0 0.
69. 25 E.A. 8-Inch Sanitary Sewer Service Tap,
D-22; Per Each:
a�y &gA a Dollars
and L �. Cents $ SZ0,00 $/Mzo-00
70. 500 L.F. 4-Inch Sanitary Sewer Service Line
Replacement or Installation,
D-22; Per Linear Foot:
Dollars
and Cents $ A Z; •.0
71. 100 L.F. 6-Inch Sanitary Sewer Service Line
Replacement or Installation,
D-22; Per Linear Foot:
Dollars
and Cents $ 2(100 $ ;e*0.00
r
B-32
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
72. 100 L.F. 8-Inch Sanitary Sewer Service Line
Replacement or Installation,
D-22; Per Linear Foot:
Dollars
and L Cents $ 9&.00 $ 1600,60
73. 5 E.A. Cut and Plug Existing Mains
All Sizes; Per Each:
Dollars
and VA) Cents $ 4&o0 $ 2000 .6.0
74. 1500 L.F. Trench Safety System,
D-20; Per Linear Foot:
avi) Dollars
and vt t) Cents $ 9 -00 $ 3o00.00
75. 15 E.A. Job Move-in;
D-41; Per Each:
Dollars
and LAA) Cents $ 26.00 $ Z2,,1Q" 00
76. 10 E.A. Emergency Situation
Job Move-In,
D-64; Per Each:
' Dollars
and Add) Cents $ zoo o.6 0 $ ZD,000;66
77. 25 L.F. Hydro Mulch Seeding,
D-50; Per Linear Foot:
AWDollars
and WAW Cents $ 3.06 $ ��Q
B-33
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
78. 25 L.F. Sodding,
D-50; Per Linear Foot:
OL Dollars
and f I&D Cents $ le-6 0 $ Sd•b
79. 25 L.F. Concrete Encasement, Fig. 113,
D-34; Per Linear Foot:
Dollars
and Cents $ '�Z•bd $ Z3ZA
80. 20 C.Y. Concrete Riprap,
D-43; Per Cubic Ygd:e�
Dollars
and vw Cents $ /0.60 $ 2000.00
81. 5 C.Y. Crushed Limestone,
D-16; Per Cubic Yard:
CJVIlTX.I.c,� Dollars
and t A ) Cents $ 12, -00 $
82. 5 C.Y. Class `B' Concrete(#2500);
Per Cubic Yard:
Dollars
and Cents $ 66 $ 2S,0 D .
83. 5 C.Y. Class `E' Concrete(#1500);
Per Cubic Yard:
Dollars
and Cents $ gSO6 $ 2.�4d
B-34
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
84. 10 S.Y. Concrete Sidewalk or
Driveway Replacement,
D-15; Per Square Yard:
Juk�' z Dollars
and Cents $ 100,06 $ 4?Qa• ya
85. 100 L.F. Concrete Curb and Gutter
Replacement,
D-15, D-69; Per Linear Foot:
420-A Dollars
and btl. Cents $ 1/000.00
86. 100 L.F. Concrete Pavement on 2:27
Concrete Base, Fig. 1,
D-17; D-18; Per Linear Foot:
A—Wlt - Dollars
and A Aj Cents $ (/4 (30
87. 50 L.F. Brick on Reinforced Concrete
Base,Fig. 3; D-18
Per Linear Foot:
SZ,Dollars ��--77
and AhA/",Q Cents $ J •ba $ Z�UO.Od
88. 250 L.F. Min 2-Inch HMAC on 2:27
Concrete Base,Fig. 4,
D-17; D-18; Per Linear Foot:
Dollars
and Cents $ 3Z.6 D $ ?0O0,b 0.
89. 500 L.F. 2-Inch HMAC on 2:27
Concrete Base,Fig. 5,
D-17; D-18; Per Linear Foot:
1�& JL� Dollars
and Cents $ $ 17,60o'00
ilr^ B-35
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
90. 100 L.F. Min 1-1/2-Inch HMAC on Reinforced
Concrete Base, Fig. 2,
D-17; D-18; Per Linear Foot:
111,1,41 Dollars
and 6Q_40 _Cents $ ,00 $ Y/00.00 .
91. 1500 L.F. 2-Inch HMAC on 8"Crushed Stone
Base (Temp. Pvmt.),Fig. 5R,
D-44; Per Linear Foot:
C39aAA4 Dollars
and [.t,rJ Cents $ 14. 00 $ Z/,0 00.0 P
92. 1500 L.F. 2-Inch Hot or cold Mix Rolled
Temporary Pavement Fig. A,
D-44; Per Linear Foot:
I.L_ UA J-11 Dollars
and -ucJ Cents
93. 1500 L.F. Flex Base Material for Temporary
Pavement Repair,Fig. A,
D-44; Per Linear Foot:
L Dollars /
and lit�U Cents $ l .O D $ 7�D•00.
94. 100 S.Y. Replace Paving in Parking Areas,
D-19; Per Square Yard:
Dollars
and )A A) Cents $ 76100 $ Z000 00
95. 1000 L.F. Pre-Construction Cleaning
and Television Inspection
of Sanitary Sewer Line,
D-52; Per Liner Foot:
Dollars
and Cents $ 3 00 $ 3000•QO
B-36
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
96. 1000 L.F. Post-Construction Television
Inspection of Sanitary Sewer Lines,
D-56; Per Linear Foot:
Q4-( Dollars
and L44 amu Cents $ 1.2 $ 17-sz-0.
TOTAL AMOUNT BID $ L 3 �•
* Type of Pipe Used /
PVC Pipe(SDR-35, Per E1-25, 6- 15 inch):
PVC Pipe(PS-46, Per E1-27, 6 - 15 inch):
PVC Pipe (Composite Pipe, Per E1-29, 8 - 15 inch):
PVC Pipe (Corrugated Pipe, Per E1-31, 6 - 15 inch):
00
,v
TOTAL AMOUNT BID WATER $ •
TOTAL AMOUNT BID SEWER $ S Z
GRAND TOTAL AMOUNT BID $ (A��n
B-37
PART B -PROPOSAL(Cont.)
Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal
contract and will deliver an approved Surety Bond and such other bonds as required by the
Contract Documents, for the faithful performance of the Contract. The attached bid security in
the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the
contract and bond or bonds are not executed and delivered within the time above set forth, as
liquidated damages for the delay and additional work caused thereby.
The undersigned bidder certified that he has been furnished at least one set of the General
Contract Documents and General Specifications for Water Department Projects dated January 1,
1978, and that he has read and thoroughly understands all the requirements and conditions of
those General Documents and the specific Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any
labor organization, subcontractors, or employment agency in either furnishing or referring
employee applicants to the undersigned are not discriminated against as prohibited by the terms
of City Ordinance No. 7278 as amended by City Ordinance No. 7400.
The Bidder agrees to begin construction within 10 calendar days after issue of the work order,
and to complete the contract within 365 calendar days after beginning construction as set forth in
the written work order to be furnished by the Owner.
(Complete A or B below, as applicable:)
A. The principal place of business of our company is in the State of
Nonresident bidders in the State of , our principal
place of business, are required to be percent lower than resident bidders
by state law. A copy of the statue is attached.
Non resident bidders in the State of , our principal
lace of business, are not required to underbid resident bidders.
IB. The principal place of business of our company or our parent company or
majority owner is in the State of Texas.
B-38
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the
provisions and requirements of which have been taken into consideration on preparation of the
foregoing bid:
Addendum No. 1 (Initials) Addendum No. 3 (Initials)
Addendum No. 2 (Initials) Addendum No. 4 (Initials)
Respectfully submitted,
By:
Title:
Ad14.1r-
.
Telephone:
(Seal) wI2 r I
Date: '7
B-39
06/02/1996 00:20 3325478 FW WW PRGM YCH PAGE 01
1 _; .c7car;.;.g..•, - ��ry fL .. ..., i23. .1' I��:�r _ l_ c:.. � `,• .
Qr •` _6V:'�-. . -...__ .
City of Fort.Worth
'Nlinority-and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
f. APPLICATION OF POLICY
If the total dollar value of the contract Is $25,000 or more,the MNVBE goal Is applicable. If the total dollar
value ofthe contract Is less than$25,000,the MIWBE goal Is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business
Enterprises(M/WBE)in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to Increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services,directly or indirectly to the City.
M/WBE PROJECT GOALS
The City's MBE/WBE goal on this project is '/.of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of$25.000 or more,bidders are required to comply with the intent of the City's MIWBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal,or;
2, Good Faith Effort documentation,or;
.3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents mugt be received by the Managing Department, within the following times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form. received by 5:00 p.m.,five(5)City business days after the
�. bid opening date,exclusive of the bid opening date.
2. Prime Contractor Waiver Form: received by 5:00 p.m.,five(5)City business days after the
bid opening date,exclusive of the bid opening date.
3. Good Faith Effort Form: received by 5:00 p.m.,five(5)City business days after the
bid opening date,exclusive of the bid opening date.
FAILMRE.TO cOMFLY WITH THEcITY's MMIBE ORDINANCE,WILL RESULT IN THE BID BEING
CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
i
Any questions,please contact the MIWBE Office at(617)871-6104.
Rev.612198
I
06/02/1996 00:20 3325478 FW WW PRGM YCH PAGE 02
l}�N I5A�TTACHMEN°r 1�_A
i 4 V!• � !Mn.�+ll
. . z.x,, Rags1'of2
Cit of Fort Worth BUT�T !�F
Minority and Women,Ousiness Enterprise Specificationsz7,11NEE +M,i/6 F W
MBE/WBE UTILIZATION
y� 1 i _�9_a o '00 JUN 36 An 11 31
E CO PANY N ME �� DID DATE k4j53- 0(,053,01 75'b80'''
* a( qq � P5 59- o=os&01744
TM Q7JECT NAME mlO5Rg9A PROJECT NUMBER
IS MVWBE PROJECT COAL: C ZWBE PERCENTAGE ACHIEVED: It.c7b
litre to complete this form, in its entirety with supporting documentation,and received by the Managing Department
4r before 5:00.p.m.five(5)City business days after bid opening,exclusive of bid opening date,will result in the bid
ling considered non-responsive to bid specifications.
s undersigned bidder agrees to enter Into a formal agreement with the MBE and/or WBE firms for work listed In this
hedule, conditioned upon execution of a contract with the City of Fort Worth. The Intentional and/or knowing
2. representation of facts Is grounds for consideration of disqualification and will result in the bid being considered
n-responsive to specifications,
Company Name,Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount
Address,and Telephone No. Scope of Work(') Supplied(') r
ai3 Z�
G a
F
4
•� � i'� 2���3/3
N An
.Q1 A IMM. `� �iJ[ �- ll4pd .UU
Esmust be located in the 9(nine)county marMtpiace or currently doing business In the marketplace at the time of bid.
ry all areas In which MWBE's are to be utilised and/or Items to be supplied:
plate listing of hems to be supplied Is required in order to realty reedit toward the MM SE goal.
fY each Tier level. Tier.Means the level of subcontracting below the prime contrsctodconsultant,i.e.,a direct payment
from the prime contractor to a subcontractor Is considered 1R tier,a payment by a subcontractor to
Its supplier Is considered 2"°'tier.
FORM MUST BE RECEIVED.BY THE MANAGING DEPARTMENT BY 5:00 p.m.,FIVE(5)CITY BUSINESS DAYS AFTER BID
OPENING,EXCLUSIVE OF THE BID OPENING DATE
Rev.612/90
w Pages 1.and 2 of AtLchment 1A must be received by the Managing Department
Ub/UZ/ly7b UU:ZU jjL74 fu f W WW rKUM YUi rAUt bj
'ATTACHMENT 't/t
i.
r'T 'Page 2 of
27-
C R
7Ci otFartWorth INIINEERINC/G_r V/
Minority and Women Business Enterprise Specifications
MBEIWBE UTILIZATOhO JUS; 36 AR 1131
,Company Name,Contact Name, Certified I Specify All Contracting Specify Ail Items to be Dollar Amount
Address,and Telephone No. Scope of Work(•) Supplied(') CX
r
V V
F y
i
bidder further agrees to provide, directly to the City upon request, complete and accurate Information regarding
work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submltted with this bid.
(dder also agrees to allow an audit and/or examination of any books, records and flies held-by'their company that
substantiate the actual work performed by the MSE(s) andlor WBE(s) on this contract, by an authorized officer or
oyes of the City. Any Intentional and/or knowing misrepresentation of facts will be grounds for terminating the
tract.or debarment from City work for a period of not less than three(3)years and for Initiating,action under Federal,
or Local laws concerning false statements. °Any failure to-comply with this ordinance and creates a material
eh of contract may result In a determination of an irresponsible offeror and barred from participating in City work
period of time not less than one(1)year.
ALL MBEs and WBEs T BE CERTIFIED BY THF,CITY BEFORE CONTRACT AWARD
Shaw
raze %ur, e ' C� Printed Slgnat e
C060-57S94990
ntact Name and Title(if different)
OJA-,03', 60-7S9- 59 D
any Marne Telephone Number(s)
y 5 -7
ss Fax Number
dt4/Z1p Code Date
r„ r
FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m.,FIVE(5)CITY BUSINESS DAYS AFTER BID
OPENING,EXCLUSIVE OF THE BID OPENING DATE
Rev.GIM9
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
Vb/t9[/1"b tIU LF7 JJZi q lb f WHAUL 04
..., .. - - WW F'KhM YI.H .. --- —.
r 'M•.a
, `,
Page 7 of•1`
City of Fort Worth
Minority and Women Business Enterprise Specifications
Prime Cont/r�actor Waiver & 99,441
4,(Z&&_44JC'5*
Prime impany Name Project Name y- fyxb.Z qq4
—o —tl u PA S3 -01005-3017S%&Q e-
Bid Opening Date Project Number -07D3W/734940
If both-answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form).
All questions on this form must be completed and a detailed explanation provided, if applicable. if
the answer to either question is NO,then you must complete ATTACHMENT 1C. This form is only
applicable if both answers are yes.
F
o complete this form In its entirety and;be received by the Manacling Department on or
00 p.m., five (5) City business days affei bid oeenlno, exclusive of the bid opening date,
t In the bid being considered non-responsive to bid specifications.
Will you perform this entire contract without subcontractors? Yes
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an operational profile of
your business.
r Will you perform this entire contract without suppliers? Yes No
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an inventory profile of
your business.
The bidder further agrees to provide, directly to the City upon request, complete and accurate
information regarding actual work performed by all subcontractors, including MBE(s) and/or
WBE(s)on•this.contract;'tbe•payment,therefore.and any proposed changes to the original MBE(s)
and/or WOE (s) arrangements submitted,with this bid. The bidder also agrees to allow an audit
and/or examination of any books, records and files held by their company that will substantiate
the actual work performed by the MBE(s)and/or WBE(s)on this contract,by an authorized officer
or employee of the City.Any Intentional and/or knowing misrepresentation of facts will be grounds
for terminating the contract or debarment from City work for a period of not less than three (3)
years and for initiating action under Federal,State or Local laws concerning false statements. Any
failure to comply with this ordinance and creates a material breach of contract may result in a
determination of an Irresponsible offeror and barred from participating in City work for a period of
time'not less than one(1)year.
Au ze Signature Printed Signature
T' Contact Name(if different)
nI_7 -SSS - /S96
Company Name Contact Telephone Number (s)
N?q or, 19 0- SSS (x703
Address 0" , -U Fax Number
Rev.612198
bb/UZ11"b UU:ZU JJzn41U h W WW F W13M YU'1 F'AbL b5
Page i'of 3
City of Fort Worth
Minority and Women Business Enterprise
GOOD FAITH EFFORT
1= Prime Company Name Bid Date
Project Name Project Number
F
/INyou have failed to secure MBE participation and you have subcontracting and/or supplier opportunities or if
our MMSE participation is less than the City's project goal,you must complete this form.
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each Item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, Intentional and/or
knowing misrepresentation the facts or intentional discrimination by the bidder.
E
complete this-form, In Its entirety with supporting documentation, and received by the Department on or before'S:00 p.m.five(5)Clty business days after bid opening,exclusive of bid
ate,will result in the bid being considered non-responsive to bid specifications.
1.). Please list each and every subcontracting and/or supplier opportunity(DO NOT LIST NAMES OF
FIRMS)which will be used In the completion of this project,regardless of whether it Is to be provided
d., by a MANSE or non-MANSE.
(Use additional sheets,N necessary)
List of: Subcontracting Opportunities List of: Supplier Opportunities
i
1
Rev.WM6
06/02/1996 00:20 3325478 FW WW PRGM YCH PAGE 06
,ATTA�CHMENT IC
:1:
r1e,
Page 2 of 3
2.) Did you obtain a curient list of M/WBE firms from the City's M/WBE Office? The list Is considered In
compliance,If it is not more thaw3 months old,from the date of bid opening.
Yes Date of Listing
No
3.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously
listed,at least torr calendar days prior to bid opening by mail,exclusive of the day the bids are
opened?
Yes Wyes,attach M/WBE mail listing to Include name of firm-and address and a dated
No copy of letter mailed.
4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are
opened?
Yes If yes,attach list to Include name of M/WBE firm,person contacted,
No phone number and date and time of contact.
NOTE: A facsimile may be used to comply with either 3 or 4,but may not be used for both. If a facsimile
is used, attach the fax confirmation, which Is to provide M/WBE name, date, time, fax number and
documentation faxed.
NOTE; I If a SIC list of M/WBE Is tenor less,the bidder must contact the entire list to be in compliance with
questions 3 and* If a sic list,of M/WBE Is more than ten,the bidder must contact at least two-thirds of
tha ICat buQnof less tnan''ton to•be in compliance wlth`questions 3 and 4.
5.) Did you provide plans'and specifications to potential M/WBEs or information regarding the location of
plans_andspscifications In-order to assist the M/WBEs?.
Yes
No
6.) If M/WBE bids were received and rejected,you must:
(1) List the M1WBE firms and the reason(s)for rejection(i.e.,quotation not commercially reasonable,
qualifications,etc.)and
(2) Attach affldavit andlor documentation to support the reason(s)listed below(i.e..letters,memos,
bids,telephone calls,meetings,etc.)
(Pro"*use addlt/onal shoots,if necessary,and attach.)
Company Name Telephone Contact Person Scope of Work Reason for
Rejection
Rev.MMS
06/02/1996 00:20 3325478 FW WW PRGM YGH PAGE 07
.A
��;ItTT CHMENT_tt :_:;:L...
Page 3 o1F3 .
ADDITIONAL INFORMATION:
Please provide additional Information you feel will further explain your good and honest efforts to obtaln
M/WBE participation on this project.
The bidder further agrees to provide, directly to the.City upon request, complete and
accurate Information regarding actual .work performed on- this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or.debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the Information provided and the M/WBE(s) listed
was/were contacted In good faith. It is understood that any M/WBE(s) -listed in
Attachment IC will be contacted and the reasons for not using them will be verified by
the City's M/WBE Office.
Authorized Signature Printed Signature
Title Contact Name and Title(if different)
Company Name Telephone Number(s)
t
Address Fax Number
city/Statemp bate
y
r
Rev.MAS
PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
NOVEMBER, 1, 1987
TABLE OF CONTENTS
C1-1 DEFINITIONS
C1-1. 1 Definition of Terms C1-1 (1)
C1-1. 2 Contract Documents Cl-1 (1)
C1-1. 3 Notice to Bidders C1-1 ( 2)
C1-1.4 Proposal Cl-1 (2)
C1-1. 5 Bidder C1-1 (2)
C1-1.6 General Conditions C1-1 ( 2)
C1-1. 7 Special Conditions C1-1 ( 2)
C1-1.8 Specifications C1-1 (2 )
C1-1.9 Bond C1-1 ( 2)
C1-1.10 Contract C1-1 (3)
C1-1.11 Plans C1-1 (3 )
C1-1.12 City Cl-1 ( 3 )
C1-1.13 City Council C1-1 ( 3 )
C1-1.14 Mayor Cl-1 ( 3 )
C1-1.15 City Manager C1-1 (3 )
C1-1.16 City Attorney C1-1 ( 3 )
C1-1.17 Director of Public Works C1-1 (4 )
C1-1.18 Director, City Water Department Cl-1 (4)
C1-1.19 Engineer C1-1 (4 )
C1-1. 20 Contractor C1-1 (4 )
C1-1. 21 Sureties C1-1 ( 4 )
C1-1. 22 The Work or Project C1-1 ( 4)
I� C1-1. 23 Working Day C1-1 (4 )
C1-1.24 Calendar Day C1-1 (4 )
C1-1. 25 Legal Holiday C1-1 (4 )
C1-1. 26 Abbreviations C1-1 (5 )
C1-1. 27 Change Order Cl-1 (6 )
C1-1. 28 Paved Streets and Alleys C1-1 (6 )
C1-1. 29 Unpaved Streets and Alleys C1-1 (6 )
C1-1. 30 City Streets C1-1 (6)
C1-1. 31 Roadway C1-1 (6)
C1-1. 32 Gravel Street C1-1 (6 )
C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.1 Proposal Form C2-2 (1)
C2-2. 2 Interpretation of Quantities C2-2 (1)
C2-2. 3 Examination of Contract Documents
and Site C2-2 (2)
C2-2. 4 Submitting of Proposal C2-2 (3 )
C2-2.5 Rejection of Proposals C2-2 (3 )
C2-2.6 Bid Security C2-2 (3 )
(1)
C2-2.7 Delivery of Proposal C2-2 (4)
C2-2.8 Withdrawing Proposals C2-2 (4)
C2-2.9 Telegraphic Modification of Proposals C2-2 (4)
C2-2.10 Public Opening of Proposal C2-2 (4)
C2-2.11 Irregular Proposals C2-2 (4 )
C2-2.12 Disqualification of Bidders C2-2 (5)
C3-3 AWARD AND EXECUTION OF DOCUMENTS 4
C3-3.1 Consideration of Proposals C3-3 (1)
C3-3.2 Minority Business Enterpise
Women-Owned Business Enterprise
compliance C3-3 (1)
C3-3.3 Equal Employment Provisions C3-3 (1)
C3-3 . 4 Withdrawal of Proposals C3-3 (2)
C3-3.5 Award of Contract C3-3 (2)
C3-3 . 6 Return of Proposal Securities C3-3 (2)
C3-3. 7 Bonds C3-3 (2 )
C3-3.8 Execution of Contract C3-3 (4 )
C3-3.9 Failure to Execute Contract C3-3 ( 4)
C3-3.10 Beginning Work C3-3 (4 )
C3-3.11 Insurance C3-3 (4 )
C3-3 .12 Contractor ' s Obligations C3-3 (7 )
C3-3.13 Weekly Payroll C3-3 (7 )
C3-3.14 Contractor ' s Contract Administration C3-3 (7 )
C3-3.15 Venue C3-3 (8 )
C4-4 SCOPE OF WORK
C4-4.1 Intent of Contract Documents C4-4 (1)
C4-4. 2 Special Provisions C4-4 (1 )
C4-4. 3 Increased or Decreased Quantities C4-4 (1)
C4-4.4 Alteration of Contract Documents C4-4 (2)
C4-4.5 Extra Work C4-4 (2)
C4-4.6 Schedule of Operations C4-4 (3 )
C4-4.7 Progress Schedules for Water and
Sewer Plant Facilities C4-4 (4 )
C5-5 CONTROL OF WORK AND MATERIALS
C5-5.1 Authority of Engineer C5-5 (1 )
C5-5. 2 Conformity with Plans C5-5 (1 )
C5-5. 3 Coordination of Contract Documents C5-5 ( 2)
C5-5.4 Cooperation of Contractor C5-5 (2)
C5-5. 5 Emergency and/or Rectification Work C5-5 (3 )
C5-5.6 Field Office C5-5 (3)
C5-5.7 Construction Stakes C5-5 (3)
C5-5.8 Authority and Duties of Inspectors C5-5 (4 )
C5-5.9 Inspection C5-5 (5)
C5-5.10 Removal of Defective and Unauthorized Work C5-5 (5 )
C5-5.11 Substitute Materials or Equipment C5-5 (5)
C5-5.12 Samples and Tests of Materials C5-5 (6 )
C5-5.13 Storage of Materials C5-5 (6)
C5-5.14 Existing Structures and Utilities C5-5 (7 )
C5-5.15 interruption of Service C5-5 (7 )
C5-5.16 Mutual Responsibility of Contractors C5-5 (8 )
C5-5.17 Cleanup C5-5 (8 )
C5-5.18 Final Inspection C5-5 (9 )
(2)
rC6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 Laws to be Observed C6-6 (1 )
C6-6. 2 Permits and Licenses C6-6 (1)
C6-6. 3 Patented Devices, Materials and Processes C6-6 (1)
C6-6.4 Sanitary Provisions C6-6 (2)
C6-6. 5 Public Safety and Convenience C6-6 (2 )
C6-6.6 Privileges of Contractor in Streets,
Alleys, and Right-of-Way C6-6 (3 )
C6-6.7 Railway Crossings C6-6 (4)
C6-6.8 Barricades, Warnings and Watchmen C6-6 (4 )
C6-6.9 Use of Explosives, Drop Weight, etc. C6-6 (5 )
C6-6.10 Work Within Easements C6-6 (6)
C6-6.11 Independent Contractor C6-6 (8 )
C6-6.12 Contractor ' s Responsibility for
Damage Claims C6-6 (8 )
C6-6.13 Contractor ' s Claim for Damages C6-6 (10)
C6-6.14 Adjustment of Relocation of Public
Utilities, etc. C6-6 (10 )
C6-6. 15 Temporary Sewer Drain Connections C6-6 (10)
C6-6.16 Arrangement and Charges of Water
Furnished by City C6-6 (11 )
C6-6.17 Use of a Section of Portion of the Work C6-6 (11 )
C6-6.18 Contractor 's Responsibility for Work C6-6 (11)
C6-6. 19 No Waiver of Legal Rights C6-6 (12)
C6-6. 20 Personal Liability of Public Officials C6-6 (12)
C6-6.21 State Sales Tax C6-6 (12)
C7-7 PROSECUTION AND PROGRESS
C7-7.1 Subletting C7-7 (1)
C7-7.2 Assignment of Contract C7-7 (1 )
C7-7. 3 Prosecution of the Work C7-7 (1)
C7-7. 4 Limitations of Operations C7-7 (2 )
C7-7.5 Character of Workman and Equipment C7-7 (2 )
C7-7.6 Work Schedule C7-7 (3 )
C7-7.7 Time of Commencement and Completion C7-7 (4 )
C7-7.8 Extension of time of Completion. C7-7 (4 )
C7-7.9 Delays C7-7 (4)
C7-7. 10 Time of Completion C7-7 (5 )
C7-7. 11 Suspension by Court Order C7-7 (6 )
C7-7.12 Temporary Suspension C7-7 (6 )
C7-7.13 Termination of Contract due to
National Emergency C7-7 (7)
C7-7.14 Suspension of Abandonment of the
Work and Annulment of Contract C7-7 (7)
C7-7.15 Fulfillment of Contract C7-7 (9 )
C7-7.16 Termination for Convenience of the Onwer C7-7 (10 )
C7-7.17 Safety Methods and Practices C7-7 (13 )
ir C8-8 MEASUREMENT AND PAYMENT
C8-8.1 Measurement of Quantities C8-8 (1)
C8-8. 2 Unit Prices C8-8 (1)
(3 )
C8-8. 3 Lump Sum C8-8 (1)
C8-8.4 Scope of Payment C8-8 (1)
C8-8.5 Partial Estimates and Retainage C8-8 (2 )
C8-8.6 Withholding Payment C8-8 ( 3 )
C8-8.7 Final Acceptance C8-8 (3 ) z
C8-8.8 Final Payment C8-8 ( 3 )
C8-8.9 Adquacy of Design C8-8 (4)
C8-8.10 General Guaranty C8-8 (4 )
C8-8.11 Subsidiary Work C8-8 (5 )
C8-8.12 Miscellaneous Placement of Material C8-8 (5 )
C8-8.13 Record Documents C8-8 (5 )
(4)
PART C - GENERAL CONDITIONS
C1-1 DEFINITIONS
SECTION C1-1 DEFINITIONS
C1-1 . 1 DEFINITIONS OF TERMS : Whenever in these Contract
Documents the following terms or pronouns in place of them are
used , the intent and meaning shall be understood and
interpreted as follows:
C1-1 . 2 CONTRACT DOCUMENTS: The Contract Documents are all of
the written and drawn documents , such as specifications ,
bonds , addenda , plans , etc . , which govern the terms and
performance of the contract . These are contained in the
General Contract Documents and the Special Contract Documents.
a. GENERAL CONTRACT DOCUMENTS : The General Contract
Documents govern all Water Department Projects and
include the following items:
PART A - NOTICE TO BIDDERS (Sample) White
PART B - PROPOSAL (Sample) White
PART C - GENERAL CONDITIONS (CITY) Canary Yellow
(Developer) Brown
PART D - SPECIAL CONDITIONS Green
PART E - SPECIFICATIONS E1-White
E2-Golden Rod
E2A-White
PERMITS/EASEMENTS Blue
' PART F - BONDS (Sample) White
PART G - CONTRACT (Sample) White
- b. SPECIAL CONTRACT DOCUMENTS: The Special Contract
Documents are prepared for each specific project as
a supplement to the General Contract Documents and
include -the following items:
PART A - NOTICE TO BIDDERS (Advertisement) Same as
above
PART B - PROPOSAL (Bid)
PART C - GENERAL CONDITIONS
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
PART H - PLANS (Usually bound separately)
C1-1 (1)
C1-1 . 3 NOTICE TO BIDDERS : All of the legal publications
either actually published in public advertising mediums or
furnished direct to interested parties pertaining to the work
contemplated under the Contract Documents constitutes the
notice to bidders.
C1-1 . 4 PROPOSAL: The completed written and signed offer or
tender of a bidder to perform the work which the Owner desires
to have done, together with the bid security, constitutes the
Proposal , which becomes binding upon the Bidder when it is
officially received by the Owner, has been publicly opened and }
read and not rejected by the Owner.
C1-1 . 5 BIDDER : Any person , persons , firm, partnership ,
company, association, corporation, acting directly or through
a duly authorized representative, submitting a proposal for
performing the work contemplated under the Contract Documents ,
constitutes a bidder.
C1-1. 6 GENERAL CONDITIONS : The General Conditions are the
usual construction and contract requirements which govern the
performance of the work so that it will be carried on in
accordance with the customary procedure, the local statutes ,
and requirements of the City of Fort Worth ' s charter and
promulgated ordinances.
Wherever there may be a conflict between the General
Conditions and Special Conditions , the latter shall take
precedence and shall govern.
C1-1 . 7 SPECIAL CONDITIONS : Special conditions are the
specific requirements which are necessary for the particular
project covered by the Contract Documents and not specifically
covered in the General Conditions . When considered with the
General Conditions and other elements of the Contract
Documents they provide the information which the Contractor
and Owner should have in order to gain a thorough knowledge of
the project.
C1-1 . $ SPECIFICATIONS: The Specifications is that section or
part of the Contract Documents which sets forth in detail the
requirements which must be met by all materials, construction,
workmanship, equipment and services in order to render a
completed and useful project . Whenever reference is made to
standard specifications, regulations, requirements , statutes ,
etc . , such referred to documents shall become a part of the
Contract Documents just as though they were embodied therein.
C1-1 . 9 BOND: The bond or bonds are the written guarantee or
security furnished by the Contractor for the prompt and
Cl-1 (2 )
faithful performance of the contract and include the
following:
a. Performance Bond (see paragraph C3-3 .7)
b. Payment Bond (see paragraph C3-3.7 )
C, Maintenance Bond (see paragraph C3-3.7)
d. Proposal or Bid Security (see Special Instructions
- to Bidders, Part A and C2-2. 6)
C1-1. 10 CONTRACT: The Contract is the formal signed agreement
between the Owner and the Contractor covering the mutual
understanding of the two contracting parties about the project
to be completed under the Contract Documents .
C1-1 . 11 PLANS: The plans are the drawings or reproductions
therefrom made by the Owner ' s representative showing in detail
the location , dimension and position of the various elements
of the project , including such profiles , typical
cross-sections, layout diagrams, working drawings, preliminary
drawings and such supplemental drawings as the Owner may issue
to clarify other drawings or for the purpose of showing
changes in the work hereinafter authorized by the Owner . The
plans are usually bound separately from other parts of the
Contract Documents , but they are a part of the Contract
A Documents just as though they were bound therein.
C1-1 . 12 CITY : The City of Fort Worth , Texas , a municipal
corporation, authorized and chartered under the Texas State
Statutes , acting by and through its governing body or its City
Manger , each of which is required by charter to perform
specific duties . Responsibility for final enforcement of
Contracts involving the City of Fort Worth is by Charter
vested in the City Manager . The terms City and Owner are
synonymous.
C1-1 . 13 CITY COUNCIL : The duly elected and qualified
governing body of the City of Fort Worth, Texas.
C1-1 . 14 MAYOR: The officially elected Mayor , or in his
absence, the Mayor Pro tem of the City of Fort Worth, Texas.
C1-1. 15 CITY MANAGER: The officially appointed and authorized
City Manager of the City of Fort Worth, Texas , or his duly
authorized representative.
C1-1. 16 CITY ATTORNEY: The officially appointed City Attorney
of the City of Fort Worth, Texas , or his duly authorized
representative.
C1-1 (3 )
C1-1 . 17 DIRECTOR OF PUBLIC WORKS: The duly appointed official
of the City of Fort Worth, referred to in the Charter as the
City Engineer, or his duly authorized representative.
C1-1 . 18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed
Director of the City Water Department of the City of Fort
Worth , Texas , or his duly authorized representative,
assistant', or agents.
C1-1 . 19 ENGINEER: The Director of Public Works, the Director
of the Fort Worth City Water Department , or their duly
authorized assistants , agents , engineers , inspectors , or
superintendents , acting within the scope of the particular
duties entrusted to them.
C1 -1 . 20 CONTRACTOR: The person , persons , partnership ,
company, firm, association , or corporation , entering into a
contract with the Owner for the execution of the work, acting
directly or through a duly authorized representative . A
sub-contractor is a person, firm, corporation, or others under
contract with the principal contractor , supplying labor and
materials or only labor, for work at the site of the project.
C1-1 . 21 SURETIES : The Corporate bodies which are bound by
such bonds are required with and for the Contractor . The
sureties engaged are to be fully responsible for the entire
and satisfactory fulfillment of the Contract and for any and
all requirements as set forth in the Contract Documents and
approved changes therein.
C1-1. 22 THE WORK OR PROJECT: The completed work contemplated
in and covered by the Contract Documents , including but not
limited to the furnishing of all labor , materials , tools ,
equipment, and incidentals necessary to produce a completed
and serviceable project.
C1-1 . 23 WORKING DAY: A working day is defined as a calendar
day, not including Saturdays, Sundays , and legal holidays , in
which the weather or other conditions not under the control of
the Contractor permit the performance of the principal unit of
work for a period of not less than seven ( 7 ) hours between
7 : 00 a.m. and 6 : 00 p.m. , with exceptions as permitted in
paragraph C7-7. 6.
C1-1 . 24 CALENDAR DAYS : A calendar day is any day of the week s
or month, no days being excepted.
C1-1 . 25 LEGAL HOLIDAYS : Legal holidays shall be observed as
prescribed by the City Council of the City of Fort Worth for
observance by City employees as follows:
C1-1 (4 ) n
1. New Year ' s Day January 1
2. M. L. King, Jr. Birthday, Third Monday in January
3. Memorial Day Last Monday in May
4. Independence Day July 4
5. Labor Day First Monday in September
6. Thanksgiving Day Fourth Thursday in November
7. Thanksgiving Friday Fourth Friday in November
8. Christmas Day December 25
9. Such other days in lieu of
holidays as the City Council
may determine
When one of the above named holidays or a special holiday is
declared by the City Council , falls on Saturday, the holiday
shall be observed on the preceding Friday or if it falls on
Sunday, it shall be observed on the following Monday, by those
r employees working on working day operations . Employees
working calendar day operations will consider the calendar
holiday as the holiday.
C1-1 . 26 ABBREVIATIONS: Wherever the abbreviations defined
herein appear in Contract Documents , the intent and meaning
shall be as follows:
AASHTO - American Association of MGD Million Gallons Per
State Highway Transportation Day
Officials
ASCE - American Society of Civil CFS - Cubic Foot per
Engineers Second
LAW - In Accordance With
ASTM - American Society of Min. - Minimum
Testing Materials Mono.- Monolithic
AWWA - American Water Works % - Percentum
Association R - Radius
ASA - American Standards Association I.D. - Inside Diameter
HI - Hydraulic Institute O. D . - Outside
Diameter
Asph. - Asphalt Elev.- Elevation
Ave. - Avenue F - Fahrenheit
Blvd. - Boulevard C - Centigrade
CI - Cast Iron In. - Inch
CL - Center Line Ft. - Foot
GI - Galvanized Iron St. - Street
Lin. - Linear or Lineal CY - Cubic Yard
lb. - Pound Yd. - Yard
MH - Manhole SY - Square Yard
Max. - Maximum L.F. - Linear Foot
D. I. - Ductile Iron
Cl-1 (5)