HomeMy WebLinkAboutContract 29216 Y
Gweral Contract Documents
& s
Specifications
r for
CONSTRUCTION PLANS FOR
ROSEDALE STREET IMPROVEMENTS
WATER & SANITARY SEWER LINE REPLACEMENTS
CONTRACT No. 2, UNIT II
OTH AVE. TO ALSTON AVE) CITY SECRETARY
CONTRACT No. c,)-,
CITY SECRETARY q SECTION A - SANITARY SEWER LINE REPLACEMENTS
SEWER PROJECT Na PS46-070460133440
D.O.E. FILE SECTION B - WATER LINE REPLACEMENTS
WATER PROJECT Na PW77-060770153580
CONTRACTORS BONDING CO. D.O.E. N. 3807
CONSTRUCTION'S COPY
CLIENT DEPARTMENT FORT WORTH
MIKE MONCRIEF '
s MAYOR
GARY W. JACKSON MARC A. OTT
CITY MANAGER ASSISTANT CITY MANAGER
A. DOUGLAS RADEMAKER, PE.
DIRECTOR, DEPARTMENT OF ENGINEERING
DALE A. FISSELER, P.E. ��+�A � ���
DIRECTOR ® �j WATER DEPARTMENT
ROBERT D. GOODE, P.E. Cirf 3R
DIRECTOR DEPARTMENT OF TRANSPORTATION & PUBLIC WORKS rlo wilm
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Fort Worth,Texas 761207)"6-1800
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(817)446-1113 Fax
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Page 1 of 3
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 10/28/2003 -Ordinance # 15729
DATE: Tuesday, October 28, 2003
LOG NAME: 300SCARRENDA REFERENCE NO.: ;;C-19828
SUBJECT:
Appropriation Ordinance and Award of Contract to Oscar Renda Contracting, Inc. for Water Main
and Sanitary Sewer Main Relocations on Rosedale Street (9th Avenue to Alston Avenue), Contract
2, Unit II
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of$3,122,182.00 from the Water and Sewer Fund to the Commercial Paper-
Water Fund in the amount of$1,765,861.00, and the Commercial Paper-Sewer Fund in the amount
of$1,356,321.00; and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Commercial Paper-Water Fund in the amount of$1,765,861.00, and the Commercial Paper-Sewer
Fund in the amount of$1,356,321.00 from available funds; and
3. Authorize the City Manager to execute a contract with Oscar Renda Contracting, Inc. in the amount
of$2,837;682.00 for water main and sanitary sewer main relocations on Rosedale Street(9th Avenue
to Alston Avenue), Contract 2, Unit Il.
DISCUSSION:
On March 23, 1999 (MSC C-17334), the City Council authorized the City Manger to execute an
engineering agreement with Garcia & Associates Engineering, Inc. to prepare plans and specifications for
water and sanitary sewer relocations on Rosedale Street from US-287 to Forest Park Boulevard.
The relocation of the water main and sanitary sewer main is necessary in order to facilitate the proposed
paving improvements on Rosedale Street by the Texas Department of Transportation.
In order to reduce the construction impact to residents and businesses on Rosedale Street which has a
high vehicular traffic flow, the project was divided into the following contracts for design and construction
purposes:
Contract Limits Status
Contract 1 South Main Street to IH-35 West Construction completed
Contract 2, Unit 1 Forest Park Boulevard to 9th Avenue Under Construction
Contract 2, Unit U 9th Avenue to Alston Avenue Bids received September 4,2003
Contract 2, Unit III Alston Avenue to South Main Street Bids to be received September 18,2003
http://www.cfwnet.org/council packet/Reports/mc print.asp 10/29/2003
Page 2 of 3
Contract 3 IH-35 West to US-287 Project will be advertised Februrary 2004
The proposed improvements consist of approximately 9,050 linear feet of various size water pipes ranging
from 8 to 30-inches in diameter and 8,900 linear feet of various size sanitary sewer pipes ranging from 8 to
16-inches in diameter.
Contract 2, Unit 1 was advertised for bid on August 14 and 21, 2003. On September 4, 2003, the following
bids were received:
Bidder Amount Time of Completion
Oscar Renda Contracting, Inc. $2,837,282.00 210 Calendar Days
William J. Schultz, Inc. d/b/a Circle
"C"Construction Company $3,277,075.00
Conatser Constractors, L.P. $3,333,995.50
AUl Contractors, L.P. $3,399,249.00
Jackson Constractors, Ltd. $4,089,275.50
In addition to the contract cost, $199,000.00 (water: $112,500.00, sewer: $86,500.00) is required for
inspection and survey, and $85,500.00 (water: $48,500.00, sewer $37,000.00) is provided for water and
sanitary sewer project contingencies.
Oscar Renda Contracting, Inc. is in compliance with the City's M/WBE Ordinance by committing to 30%
MfWBE participation. The City's goal on this project is 16%.
This project is located in COUNCIL DISTRICT 9, Mapsco 76L and M.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation No. 1 and adoption of
the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated,
of the Commercial Paper-Water and Sewer Funds.
TO Fund/Account/Centers FROM Fund/Account/Centers
�7 472045 060770153580 $1765,861,00 PW77 541300 060770153580 $1,604,861.00
PS46 472045 070460133440 $1,356,321.00 S46 541300 070460133440 $1,232,821.00
21 $1,653,361.00 1PE45 538020 0609020 $1,765,861.00
PW77 541300 060770153580 11 PE45 538070 0709020 $1M6,321.00
2) $112,500.00
PW77 531350 030770153580
PS46 541300 070460133440 $1,269,821.00
2) $8.6. 500.00
PS46 531350 030460133440 '—
http://www.cfwnet.org/council packet/Reports/mc print.asp 10/29/2003
Page 3 of 3
Submitted for City Manager's Office by: Marc Ott (8476)
Originating Department Head: A. Douglas Rademaker (6157)
Additional Information Contact: A. Douglas Rademaker(6157)
http://www.cfwnet.org/council packet/Reports/mc print.asp 10/29/2003
SEP 03 2003 10: 27 HP LASERJET 320b P. 1
CITY OF,FORT WORTH,TEXAS
DEPAMMENT OF L-NG3NEMUNG
AQQFNMM No. l
For
Rosedsla Street Improvements-Water&Sanitary Sewer Line Raplaeements
Contract No.2,UNIT 11—9a'Ave,to Alston Ave.
Water Project No.PW77-060770153380
Sewer Prgjeet No.PS4"70460133440
D.O.E.No.3807
Addendum No. 1 issued—September 3,2003
Did Rec*t Dace—Sgotember A.2003
Bidders us hereby Informed offt following changes to the plans,specifkalions and contract documcnts 1br Ehe project.
Bidders must acknowledge receipt of"Addendum below and on the Proposal-Part S.
ART B-PROPOSAL,Section B.Water Line ReepJ4rMMts
Bid Item 041A-Replace 30"PCCP(AWWA C30I)Water Pipe(All Depths)with 30"(AW WA 0303)Bar-
Wrapped
Concrete Cylinder Pipe- 150 PSI Design Pressure.
B1d loom*49A-Repbce 30"?CCP(A W WA 0301)Water Pipe w148"Steel Casing Pipe"By Other Than Open Cut"
with 30"(A W WA C303)Bar-Wrapped Concrete Cylinder Pipe- 180 PSI Design Pressure wt49"Steel Casing Pipe
"By OdurThan Open Cut".
Pkase acknowledge receipt of this addendum by placing a signed copy of the same into your proposal at the time of
bidding. Faihury to return a signed copy of the addendum with this proposal shell be grounds for rendering the bid now
regmsive.
Depas'ettettt of Engineering .
Ride Trice,Pi's
Receipt AcIm-owle e • Manager.Consulting Services
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General Contract Documents
Specifications
for
CONSTRUCTION PLANS FOR
ROSEDALE STREET IMPROVEMENTS
WATER & SANITARY SEWER LINE REPLACEMENTS
CONTRACT No. 2, UNIT II
(9TH AVE. TO ALSTON AVE.)
SECTION A - SANITARY SEWER LINE REPLACEMENTS
SEWER PROJECT N. PS46470460133440
SECTION B - WATER LINE REPLACEMENTS
WATER PROJECT N. PW77-060770153580
D.O.E. N. 3807
FoRTWORTH
MIRE MONCRIEF
MAYOR
GARY W. JACKSON MARC A. OTT
CITY MANAGER ASSISTANT CITY MANAGER
A. DOUGLAS RADEMAKER, PE.
DIRECTOR, DEPARTMENT OF ENGINEERING
DALE A. FISSELER, PE.
DIRECTOR, WATER DEPARTMENT
ROBERT D. GOODE, P.E.
DIRECTOR, DEPARTMENT OF TRANSPORTATION & PUBLIC WORKS
Prepared BY
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LOPEZGARCIA GROUP i* *o#
GARCIA 6850 Manhattan Blvd,Suite 300 ..................• ••
Fort worth,Texas 76120 i RICHARD W. ALB I N
(817)446-1800 00
(817)446-1113 Fax
GROUP
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TABLE OF CONTENTS
Part A - Notice to Bidders
Comprehensive Notice to Bidders
Special Instructions to Bidders —Water Dept.
Part B - Minority/Women Business Enterprise Policy
Bid Proposal
Part C - General Conditions—Water Dept.
Part C1 - Supplementary Conditions to Part C — General
Conditions—Water Dept.
Part D - Special Conditions —Water Dept.
Part DA - Additional Special Conditions —Water Dept.
Part E - Material Specifications —Water Dept.
Technical Specification for Manhole Joint Sealing
Certificate of Insurance
Contractor Compliance with Worker's Compensation Law
Vendor Compliance to State Law
Equipment Schedule
Experience Record
Part F - Performance Bond
Payment Bond
Maintenance Bond
Part G - Contract
Standard Figures & Details
Appendix A - Pavement Coring Test Hole Results
PART A-
NOTICE TO BIDDERS
COMPREHENSIVE NOTICE TO BIDDERS
SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPT.)
PART A
NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: Rosedale Street Improvements
Water& Sanitary Sewer Line Replacements
Contract No. 2, UNIT II—9T"Ave. to Alston Ave.
Water Project No. PW77-060770153580
Sewer Project No. PS46-070460133440
D.O.E. No. 3807
Addressed to Mr. Gary Jackson, City Manager of the City of Fort Worth, Texas, will be received at the
Purchasing Office until 1:30 p.m., September 4.2003 and then publicly opened and read aloud at 2:00 p.m.
in the Council Chambers. Plans, General Contract Documents and Specifications for this project may be
obtained in the office of the Department of Enggineering, Municipal Office Building, 1000 Throckmorton
Street, Fort Worth, Texas 76102. A fifty dollar($50) deposit is required for the first set of documents and
additional sets may be purchased on a non-refundable basis for fifty dollars ($50) for each set. These
documents contain additional information for prospective bidders.
A pre-bid meeting will be held on August 25, 2003 beginning at 2:00 p.m. in the TPW Conference
Room 293. Bidders are encouraged to review the project plans and specifications prior to the pre-bid
conference and be prepared to actively participate in the conference. Bidders' questions will be
answered at the pre-bid conference.
The major work will consist of the following:
Section A—Sanitary Sewer Line Replacements
11,017 LF 4"-16" SANITARY SEWER
Section B—Water Line Replacements
7,770 LF 4"-16" DI WATER PIPE
1,566 LF 30-WATER PIPE
For additional information, please contact Mr. Liam Conlon, Project Manager, City of Fort Worth -
Department of Engineering at 817/392-6824; and/or Mr. Brent E. Lewis, Project Manager, LOPEZGARCIA
GROUP at 817/446-1800.
All Advertising Dates:
August 14, 2003
August 21, 2003
A-NTB(1)
PART A
COMPREHENSIVE NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: Rosedale Street Improvements
Water&Sanitary Sewer Line Replacements
Contract No.2,UNIT II—9 Ave.to Alston Ave.
Water Project No. PW77-060770153580
Sewer Project No.PS46-070460133440
D.O.E. No.3807
Addressed to Mr.Gary Jackson,City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office
until 1:30 p.m., September 4.2003 and then publicly opened and read aloud at 2:00 p.m.in the Council Chambers.
Plans,General Contract Documents and Specifications for this project may be obtained in the office of the Departrnentof
Engineering,Municipal Office Building,1000 Throckmorton Street,Fort Worth,Texas 76102. One set of documents will
be provided to prospective bidders for a deposit of fifty dollars($50).
All bidders will be required to comply with Provision 5159a of"Vemon's Annotated Civil Statutes"of the State of Texas with
respect to the payment of prevailing wage rates and City Ordinance no.7400(Fort Worth City Code Sections 13-A-221
through 13-A-29) prohibiting discrimination in the employment practices.
A pre-bid meeting will be held on August 25, 2003 beginning at 2:00 p.m. in the TPW Conference Room 293.
Bidders are encouraged to review the project plans and specfcations prior to the pre-bid conference and be
prepared to actively participate in the conference. Bidders'questions will be answered at the pre-bid conference.
Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders.
The major work will consist of the following:
Section A—Sanitary Sewer Line Replacements
4,500 LF 8"SANITARY SEWER
918 LF 8"DI SANITARY SEWER
41 LF 8"DI SANITARY SEWER"BY OTHER THAN OPEN CUT"
78 LF 8"I.D. HDPE(SDR 21, DIP SIZE)SANITARY SEWER
464 LF 8"I.D. HDPE(SDR 21, DIP SIZE)SANITARY SEWER
"BY PIPE-ENLARGEMENT METHOD"
1,341 LF 12"SANITARY SEWER
292 LF 12" DI SANITARY SEWER
285 LF 15"SANITARY SEWER
586 LF 16"DI SANITARY SEWER
369 LF 16"DI SANITARY SEWER"BY OTHER THAN OPEN CUT"
31 EA SANITARY SEWER MANHOLES
18 EA SANITARY SEWER(DROP)MANHOLES
3 EA SANITARY SEWER(SHALLOW CONE)MANHOLES
1 EA SANITARY SEWER(DOUBLE DROP)MANHOLES
Section B—Water Line Replacements
372 LF 6"DI WATER PIPE
3,739 LF 8"DI WATER PIPE
1,436 LF 12"DI WATER PIPE
2,168 LF 16"DI WATER PIPE
30 LF 16"DI WATER PIPE W/30"STEEL CASING "BY OTHER THAN OPEN CUT"
1,566 LF 30"WATER PIPE
80 LF 30"WATER PIPE W/48"STEEL CASING"BY OTHER THAN OPEN CUT"
49 EA 4"-12"GATE VALVES
5 EA 16" RESILIENT SEATED GATE VALVES&VAULTS
4 EA 30"RESILIENT SEATED GATE VALVES&VAULTS
Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract
Documents and Specifications.
The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AWARD OF CONTRACT:No
A-CNTB(1)
PART A
COMPREHENSIVE NOTICE TO BIDDERS
bid may be withdrawn until the expiration of ninety(90)days from the date bids are opened.The award of contract,if
made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the
necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract.
The bidder agrees to begin construction within 10 calendar days after issue of work order,and to complete the contract by
May 15,2004 as set forth in the written order to be furnished by the Owner. Liquidated damages shall be assessed as
indicated in Section 7-7-10,except that the sum per day shall be$3,000.00 for this contract.
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(s). 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.
Bidders shall not separate,detach or remove any portion,segment or sheets from the contract document at any
time. Bidders must complete the proposal section(s) and submit the complete specification book or face
rejection of the bid as non-responsive. h is recommended that the bidder make a copy of the forms included in
the Minority and Women Business Enterprise section for submittal within the timeaine stated below or the bidder
may request a copy of said forms from the City Project Manager named in this solicitation.
SUBMISSION OF BID AND AWARD OF CONTRACT
This document is designed as a single construction contract. The proposal has been separated into two sections,
I Section A—Sanitary Sewer Line Replacements and Section B—Water Line Replacements. Award of contract,if made,
shall be to the responsive bidder for BOTH sections. The prospective bidder must submit their bid for the TWO sections
and complete the Bid Summary on Page B-15.
In accord with the City of Fort Worth Ordinance No.15530,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. The bidder shall submit the MBE/WBE UTILIZATION FORM,
SUBCONTRACTOR/SUPPLIER UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM,GOOD FAITH EFFORT
FORM(with"Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be
received 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 render the bid non-
responsive.
The managing department for this project is the Department of Engineering.
t For additional information, please contact Mr. Liam Conlon, Project Manager, City of Fort Worth - Department of
Engineering at 817/392-6051;and/or Mr. Brent E.Lewis,Project Manager,LOPEZGARCIA GROUP at 817/446-1800.
GARY JACKSON GLORIA PEARSON
CITY MANAGER CITY SECRETARY
By.
Al Rick Trice, P.E., Manager,
Department of Engineering,
Engineering Services Division
Advertising Dates:
August 14, 2003
August 21, 2003
A-CNTB(2)
PART A
SPECIAL INSTRUCTIONS TO BIDDERS
1) PREOUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be
prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification
process will establish a bid limit based on a technical evaluation and financial analysis of the
contractor. It is the bidder's responsibility to submit the following documentation: a current financial
statement,an acceptable experience record,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 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-prequalified 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 prequalification.
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 bid bond,the surety must be authorized to do business in the state of Texas. In addition,
the surety must(1)hold a certificate of authority from the Untied States secretary of the treasury to
qualify as a surety on obligations permitted or required under federal law;or(2)have obtained
reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a
reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States
secretary of the treasury to qualify as a surety on obligations permitted or required under federal law.
Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its
sole discretion,will determine the adequacy of the proof required herein.
ON
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 C 3-3.7.
00
LGGROUP No. 198005.00 A-SITB(1)
4. WAGE RATES:
Section C3-3.13 of the General Conditions is deleted and replaced with the following:
(a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code,
including the payment of not less than the rates determined by the City Council of the City of Fort
Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code.
Such prevailing wage rates are included in these contract documents.
(b) The contractor shall,for a period of three(3)years following the date of acceptance of the work,
maintain records that show(i)the name and occupation of each worker employed by the contractor in
the construction of the work provided for in this contract;and(ii)the actual per diem wages paid to
each worker. These records shall be open at all reasonable hours for inspection by the City. The
provisions of D-3 Right to Audit pertain to this inspection.
(c) The contractor shall include in its subcontracts and/or shall otherwise require all of its
subcontractors to comply with paragraphs(a)and(b)above.
(d) With each partial payment estimate or payroll period,whichever is less,an affidavit stating that the
contractor has complied with the requirements of Chapter 2258,Texas Government Code.
The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all
times.
5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal,the City
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,Texas Revised Civil Statutes,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 in 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 the 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.
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 or in connection with the terms,conditions or
privileges of their employment,discriminate against persons because of their age except on the bases of
a bona fide occupational qualification,retirement plan or statutory requirement.
LGGROUP No. 198005.00 A-SITB(2)
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
iy unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement
plan or statutory requirements.
Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City
harmless against any claims or allegations asserted by third parties or subcontractor against City arising
out of Contractor's and/or its 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 applicable federal, state and local laws concerning disability and will defend,
indemnify and hold City harmless against any claims or allegations asserted by third parties or
subcontractors against 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 ENTERPRISES: In accord with City of Fort Worth
Ordinance No. 15530,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. The bidder shall submit the MBE/WBE UTILIZATION FORM,
SUBCONTRACTOR/SUPPLIER UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM
and/or the GOOD FAITH EFFORT FORM("with Documentation")and/or the JOINT VENTURE
FORM 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 render the bid
non-responsive.
Upon request,Contractor agrees to provide the Owner complete and accurate information regarding
actual work performed by a Minority Business Enterprise(MBE)and/or women business enterprise
(WBE)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
F performed by an MBE and/or WBE. The misrepresentation of facts(other than a negligent
misrepresentation)and/or 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 of 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.
12. FINAL PAYMENT AND ACCEPTANCE:
The project shall be deemed accepted by the City of Fort Worth as of the date that the final punch list
has been completed,as evidenced by a written statement signed by both the contractor and the City.
The warranty period shall begin as of the date that the final punch list has been completed.
a
LGGROUP No. 198005.00 A-SITB(3)
ow
ow
41*
ma
PART B-
MINORITY/WOMEN BUSINESS ENTERPRISE POLICY
BID PROPOSAL
ATTACHMENT 1A
Ir Page 1 of 4
IFORT WORTH City of Fort Worth
F **O��
Subcontractors/Suppliers Utilization Form
IrPRIME COMPANY NAME: Check applicable block to describe prime
Oscar Renda Contracting, Inc.
MAN/DBENON-MAN/DBE
i PROJECT NAME: X
Rosedale Street Improvements-Water&Sanitary Sewer Line Replacements, BID DATE
Contract No.2,UNIT II-9`"Ave to Alston Ave.
Section A-Sanitary Sewer Line Replacements 9/4/03
IISection B-Water Line Replacements
1�
City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER
Sewer Project No.PS46-070460133440
16 % 16% Water Project No.PW77-060770153580
D.O.E.No.3807
1r
Identify all subcontractors/suppliers you will use on this project
IFFailure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
Iwill result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the
bid being considered non-responsive to bid specifications
M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to
its supplier is considered 2nd tier
IiALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
i� Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
`` been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE).
If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The
IF
M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease agreement.
Rev.5/30/03
ATTACHMENT to
Page 2 of 4
FORT�ORTH
1 T
Primes are required to identify ALL subcontractors/suppliers,regardless of status; i.e.,Minority,Women and non-M/WBEs.
Please list MNVBE firms first,use additional sheets if necessary.
Certification N
°
SUBCONTRACTOR/SUPPLIER T (check one) n
Company Name i N T Detail Detail
Address e M w C X M Subcontracting Work Supplies Purchased Dollar Amount
f Telephone/Fax r s B T D W
E E R O B
C T E
A
Rebar Service & Supplier Reinforcing
Supply, Inc. 1 x x Steel $ 2, 500. 00
1390 Gilman Rd.
Fort Worth, TX 7614
817-483-4603
Choctaw Pipe & 1 x x Supplier Pipe I
Equipment $ 455,000.00"
14215 Championship
Lane
Houston, TX 77069
281 -583-9003
Buyers Barricades 1 x Barricades Traffic $14,000.00
3705 E. 1st Street Traffic Contr Control
Fort Worth,TX 76111 Devices
817-535-3939
Redi-Mix Concrete 1 x Supplier Concrete
5517 Denton Hwy. $40,560.00
Fort Worth, TX
76118
817-485-4850
I
Hughes Supply, Inc. x Supplier Gate Valves $ 250, 000.00
PO Box 543166 Small pipe
Dallas, TX 75354
.# 972-556-0611
I
Rev.5/30/03
ATTACHMENT 1A
FORT WORTH Page 3 of 4
LPrimes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-MANBEs.
Please list M/WBE firms first,use additional sheets if necessary.
Certification N
(check one) o
SUBCONTRACTOR/SUPPLIER T n
Company Name i N T Detail Detail
Address M WC X M Subcontracting Work Supplies Purchased Dollar Amount
T D VY
Telephone/Fax r B B
E E R O B
C T E
A
Southland Contract. 1 X Boring/ $81 ,400.00
616A Shelby Rd. Tunneling
Fort Worth, TX
.Y
76140
817-293-4263
z
1,
Rev.5/30/03
ATTACHMENT 1A
FORT WORTH
Page 4 of 4
Total Dollar Amount of M/WBE Subcontractors/Suppliers $457,500.00
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 385,960.00
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $843,460.00
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor
t" shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
MAN/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(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 create 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.
✓ Frank Renda
irAuthorized Mgnatdre Printed Signature
Vice President Pipe Division
Title Contact Name/Title(if different)
Oscar Renda Contracting, Inc. 817-491-2703 : 817-491-1627
ir
Company Name Telephone and/or Fax
522 Benson Lane frank@oscarrendacontracting
IFAddress E-mail Address
Roanoke, TX 76262 9/8/03
Ipp
City/State/Zip Date
Rev.5/30/03
PART B
PROPOSAL
TO: Mr. Gary Jackson
City Manager
Fort Worth, Texas
FOR: Rosedale Street Improvements
Water& Sanitary Sewer Line Replacements
Contract No. 2, UNIT II —Wh Ave. to Alston Ave.
Section A—Sanitary Sewer Line Replacements
Sewer Project No. PS46-070460133440
Section B—Water Line Replacements
Water Project No. PW77-060770153580
D.O.E. No. 3807
Pursuant to the foregoing "NOTICE TO BIDDERS", the undersigned has thoroughly
examined the plans, specifications and contract documents and the site, understands
the amount of work to be done and hereby proposes to do all the work, furnish all the
labor, equipment and materials to fully complete all the work as provided in the plans,
specifications and contract documents and subject to the inspection and approval of the
Director, Department of Engineering of the City of Fort Worth.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a
contract and furnish a Performance Bond, a Maintenance Bond and a Payment Bond,
approved by the City of Fort Worth, for performing and completing said construction
work within the time specified for the following sum, to wit:
Section A -Sanitary Sewer Line Replacements
�• ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
1. 1280 LF 4-Inch Sanitary Sewer Pipe for Service Lines
(All Depths)` 3B,
$ 30.00 $
-a f" Dollars
and rm Cents per Linear Foot
2. 50 LF 44nch(Class 51)Ductile Iron Sanitary Sewer Pipe for
Private Service Line(AII Depths)
t L4M-CIV a ----nonan; $156'. 00
3's' D $/, 75V
and bo �'—Cants per Linear Foot
3. 665 LF 6-Inch Sanitary Sewer Pipe for Service Line
(All Depths)'
,G $ oto•0 a $ ZG,GAv
Dollars
and No Cents per Linear Foot
w
J�
B-1
A
PART B
PROPOSAL
ITEM QN, UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
4. 108 LF 6-Inch(Class 51)Ductile Iron Sanitary Sewer Pipe for
Private Service Line(All Depths)—/ l �-
$ �5, pO $ y, Pbo
yls ��dlars
and.s Cents per Linear Foot
5. 40 LF 6-Inch Sanitary Sewer Pipe(All Depths)"
$ X0.00 $/, (000
fi&1-.2 Dollars
and w o per Linear Foot
6. 4500 LF 8-Inch Sanitary Sewer Pipe(All Depths)*
tars
and 4• �'�ents per Linear Foot
7. 918 LF 8-Inch(Class 51)Ductile Iron Sanitary Sewer Pipe
(AII Depths)
$
16 :c167Phe4l--Dollars
�v $ S2�3l�0
and A per Linear Foot
8. 41 LF 8-Inch(Class 51)Ductile Iron Sanitary Sewer Pipe
"By Other Than Open Cut"
T..•o h wri�r --wllars $ ZOD.O U $ , zoo
and A&—�per Linear Foot
9. 78 LF 8-Inch I.D.H.D.P.E.(SDR 21,DIP SIZE)Sanitary Sewer
Pipe(All Depths) /
��//
_ e--- $/a0 0 $� failONE 14V AA"Pe------Bollars
and per Linear Foot
10. 464 LF 8-Inch I.D.H.D.P.E.(SDR 21,DIP SIZE)Sanitary Sewer
Pipe"By Pipe Enlargement"(All Depths)"
Per Item DA-2(Plans,SHTS.14&20) $ X DU $.37 /Zp
o /
and a •—�=
PART B
PROPOSAL
ITEM QTy. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
13. 292 LF 12-Inch(Class 51)Ductile Iron Sanitary Sewer Pipe
� (All Depths) t�
LL-- $?r• °� $;z 9'00
.7?VCM'Et - P(1/Lr Dollars
and,v n =—vents per Linear Foot
14. 285 LF 15-Inch Sanitary Sewer Pipe(All Depths)'
6.1 k:6— P I Vf_ 1 Dollars °o $Z-Y! ?25 '
and Vj a ;-� nts per Linear Foot
15. 586 LF 16-Inch(Class 51)Ductile Iron Sanitary Sewer Pipe
(AII Depths)
A' o o $ S3 67'0
J v rL) l".. lars
and N#d-- - Vhts per Linear Foot
16. 369 LF 16-Inch(Class 51)Ductile Iron Sanitary Sewer Pipe
"By Other Than Open Cu
-"B
1 n ret k u K —Dollars
and "a ------f ents per Linear Foot
17. 92 EA 4-Inch Sanitary Sewer Service Connection
Per Item D-28
Ell V6_ I T1A4104AL ---Dollars $
and U u -----Cents per Each
18. 3 EA 6-Inch Sanitary Sewer Service Connection
Per Item D-28
Ay6 1�kn-o --Dollars
and per Each
19. 16 EA Re-instate Sewer Service Connection(Pipe Enlargement)
WE TADNSaPzX Dollars
and,U o dents per Each
20. 210 LF Reconnection of 4"Sanitary Sewer Service Line on
Private Property"By a Licensed Plumber"
/ $ S/o•Ov $P, f'00
ryAz& Dollars
andys ----Cents per Linear Foot
21. 65 LF Reconnection of 6"Sanitary Sewer Service Line on
Private Property"By a Licensed Plumber" $ $a
and# taper Linear Foot
B-3
PART B
PROPOSAL
ITEM can, UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
22. 32 EA Standard 4'Diameter Sanitary Sewer Manhole(0-6')
Per Figure 104 ,��� $ 17 0 0 $ 00
_
ars
and *u o -------"Mnts per Each
23. 135 VF Added Depth for Standard 4'Diameter Sanitary Sewer
Manhole>6'
OME L-k±/icQ MAL ars
and ti e -- -T.ents per Vertical Foot
24. 18 EA Standard 4'Diameter(Drop)Sanitary Sewer Manhole(0-6')
Per Figure 107
$ Z000 $,3(.e 000
—CLOG �0tt5AN d. ----Dollars
and g-» —Cents per Each
25. 93 VF Added Depth for Standard 4'Diameter(Drop)Sanitary
Sewer Manhole>6'
$ ro0 $ 9, 30a
C>Jf- h u k"j- Dbllars
and x's Cents per Vertical Foot
26. 1 EA Standard 4'Diameter(Shallow)Sanitary Sewer Manhole
Per Figure 105
pNG +41ow%A&-AV&Hv�llars
andgjo per Each
27. 1 EA Standard 4'Diameter(Double-Drop)Sanitary Sewer
Manhole(0-6')Per Figure 1017 a.,�- $ 7 ?,(� $ 2, 2 0
Tt-u0+6Dwsaod Awa 6-.ste'Dollars `'
andN• —dents per Each
28. 7 VF Added Depth for Standard 4'Diameter(Double-Drop)
Sanitary Sewer Manhole>6'
0 ( $ oo $7oi0
WL k
✓L,, -�II- ^Dollars
and wj d -dents per Vertical Foot
29. 46 EA Remove Existing Sanitary Sewer Manhole
Per Item DIJ
-2.9 $ 100
N2 " 'f 0f --=Mlars
an �Ao Cents per Each
30. 24 EA Concrete Collar for Sanitary Sewer Manhole
Per Figure 121 i
$ZAO $
0 V%and Dollars
and4A Cents per Each
B-4
PART B
PROPOSAL
ITEM QN, UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
31. 53 EA Watertight Insert for Sanitary Sewer Manhole
(Polyethylene)Per Item D-27 �.
mx_ Aundmi -Dollars $(� $S,Sao
and N e per Each
32. 970 LF Permanent Asphalt Pavement Repair
Per Figure 4
M f -C1,41Lfi �-Dollars
andAi� r-�C�nts per Linear Foot
33. 4919 LF Temporary Asphalt Pavement Repair- ,pr
6'Flex Base with 2"HMAC $ /S' $ 13, 7o J
Fr P4 to(I Dollars
and w o its per Linear Foot
34. 29 SY 4-Inch Concrete Sidewalk Replacement
Per Item DA-45 $ 5 $/ VS
Ft A& Ilars �
and Cents per Square Yard
35. 625 SY 6-Inch Concrete Driveway Replacement
Per Item DA-25 $ $ 3/ 2 SD
Dollars �
and �v�'L,ents per Square Yard
36. 100 LF St.Augustine Block Sodding
Per Item D45 -
Ayy�� $ 30 $3,o00 '-
,,,e-4 Dollars
and r _L------Cents per Linear Foot
37. 1550 LF Broadcast Seeding
Per Item D-45 �
O4V�s ars
and N a-------49j;.ls per Linear Foot
38. 100 LF Concrete Curb&Gutter Replacement
Per Item DA-24
)e;,f, Dollars
and eents per Linear Foot
39. 511 CY Pressure Grouting of Existing SS to be Abandoned
Per Item D-20
1 Dollars
and Aro j-------Cents per Cubic Yard
B-5
PART B
PROPOSAL
ITEM CITY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
40. 9888 LF Pre-construction Cleaning&TV Inspection of Existing
Sanitary Sewer"To Be Abandoned"
Per Item D-35
Nv Dollars
an Cents per Linear Foot
41. 8836 LF Post-construction TV Inspection of New Sanitary Sewer
Per Item D-38
G►y ra llars
and Aoo -------ICents per Linear Foot
42. 7810 LF Trench Safety System for Excavations>5'Depth
Per Item D-55 $ 7 $5,4( fo 70'
"'5;FV'AJ Dollars
and iv s nts per Linear Foot
43. 54 EA Vacuum Test New Sanitary Sewer Manhole
Per Item D-36
QjoW- `!WYW,-eGC —'Afars
and IV& - ' Cents per Each
44. 500 LF Concrete Encasement for Sanitary Sewer
Per Item D-49
$ /o $5;OOd �
TE;V ollars
and ov o —Cents per Linear Foot
45. 28 CY Class"B"Concrete for Miscellaneous Placement
Per Item D-21
Testi ears
and Aur Cents per Cubic Yana
46. 28 CY Class"E"Concrete for Miscellaneous Placement
Per Item D-21
TestiDollars
and per Cubic Yard
47. 28 CY Crushed Limestone for Miscellaneous Placement
Per Item D-22
TyN ars $l $vC
andNe nts per Cubic Yard
B-6
PART B
PROPOSAL
ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
48. 112 EA Two-way Sanitary Sewer Service Cleanout at Property Line
Per Item D-61
F/icy Dollars
and &* r--Vents per Each
49. 88 LF 18'Steel Casing
Per Item D-52.3 $!60 $ 8�
QVE f ri ra(,yoP --—`-Dollars
and.uo ----6ents per Linear Foot
50. 257 VF Corrosion Protection for Interior of Sanitary Sewer Manhole
Per Item DA-9 $15V i $3 f
DNC /Witi401XV 09A- Dollars so
and N o per Vertical Foot
51. 2 EA Repair Existing Storm Sewer
Per Item D-6
$ jam 0 � $//Oda
�
F(Ve- 11tw4Aeeg0 Dollars
and .yo -—Cents per Each
P. 52. 6 EA Pre-Construction Exploratory Excavation(D-Hole)
Per Item D-51
&I,&- E&f/1deV� ollars--d $�00 $
and No —ftnts per Each
53. 11 EA Cut and Plug Existing Sanitary Sewer Pipe
ow Per Item D-29
$IAO $
ASC A4l41fVf0' —Dollars
and v o —Cents per Each
• TOTAL AMOUNT OF BID FOR SECTION A=$l �3e�.8 j!90
TRANSFER TOTAL AMOUNT BID FOR SECTION A TO BID SUMMARY ON PAGE B-15.
r
B-7
PART B
PROPOSAL
Section B -Water Line Replacements
ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
1. 25 LF 4-Inch(Class 51)Ductile Iron Water Pipe(All Depths)
-m(ek( Dollars $ 3 r $ ?$d
and"o - t ants per Linear Foot
2. 372 LF 64nch(Class 51)Ductile Iron Water Pipe(All Depths)
f:;24-1L-RUC-----------Dollars $ $/(i 7Xb
and u o —gents per Linear Foot
3. 3739 LF 8-Inch(Class 51)Ductile Iron Water Pipe(All Depths)
Ft -Se ut r, --aoliars $ S7 $2.13//Z9
and..a --------Cents per Linear Foot
4. 1436 LF 12-Inch(Class 51)Ductile Iron Water Pipe(All Depths)
vC Y44-4:t U E -----'Bollars $ �$- $107, 7W
andye ----------Cents per Linear Foot
5. 2168 LF 16-Inch(Class 51)Ductile Iron Water Pipe(All Depths)
-,i�UlE- ------Bollars $
and rue — Cents per Linear Foot
6. 30 LF 16-Inch(Class 51)Ductile Iron Water Pipe
w/30"Steel Casing(AII Depths)
twit In w•tdrG d rt i r j —floliars
and N o =bards per Linear Foot
7. 2 EA Standard 12-Ring Connection
Per Figure 8 �.
Tk r'Ce- +*h0u 5q✓1J- —Dollars
and Ago - "Cents per Each
8. 1 EA 4-Inch Gate Valve w/Cast Iron Box 8 Lid
Per Figure 3 $e/00 $ CiAQO
f2Ue. 1Je WrY-*4 - --mlars
and,va -mss per Each
9. 20 EA 6-Inch Gate Valve w/Cast Iron Box 8 Lid
Per Figure 3 $ 700 $/9,Wv /
6ev 11(1046-6d- -Dollars
andwo —dents per Each
B-8
PART B
PROPOSAL
ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
10. 19 EA 8-Inch Gate Valve w/Cast Iron Box&Lid
Per Figure 3
ON[- su-sapid —bollars
ande,o —Cents per Each
11. 9 EA 12-Inch Gate Valve w/Cast Iron Box&Lid
Per Figure 3 $4, Zco,—
IILL $/r�00
OM>'k0USd j&( e[ai�r nun llars
andu e-------EentS per Each
12. 5 EA 16-Inch Resilient Seated Gate Valve and Vault
Per Figure 4
Mine fhO U S Q 14 "—dollars
and d,a— -'—Cents per Each
13. 4 EA 30-Inch Resilient Seated Gate Valve and Vault $34 coo $ /Zoe
Per Figure 4
VL ttLtig 4A0U 54,Vk Dollars
and P 6--; --Cents per Each
14. 2 EA 8-Inch Plug// $ 5w — $/OGb ,
AVE H 0401�''w Dollars
and ow• —cents per Each
15. 1 EA 30-Inch Plug $/OOp
/gt 'Adusa&'IC —Dollars
and ,uo en per Each
16. 28 EA Class"A"Plastic Meter Box(Single Head Service)
/C!fj/q Dollars $ 5 $4 9100
andeJo -------Gents per Each
17. 35 EA 1-Inch Single Head Service Tap to Main
Per Item D-52.7
$ 'Mo $ 17, 57o
�ry6 X fltfiked --dollars
and No Cents per Each
18. 860 LF 1-Inch Copper Service Line from Main to Meter,Including
Setting Meter Box
Per Item/D-52.7
ri AT 60J Dollars
and pro --- Cents per Linear Foot
B-9
rPART B
PROPOSAL
ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
r
19. 3 EA Class"B"Plastic Meter Box(Single Head Service)
P(rlu ars $o ' $10
and N n Cents per Each
20. 3 EA 2-Inch Service Tap to Main
I Per Item D-52.7
si x k u n dv r I ollars--ij $� � s/1060 ,-
�� /
1, andya --gents per Each
21. 85 LF 2-Inch Copper Service Line from Main to Meter,Including
Setting Meter Box
Per Item D-52.7
$ Zai $/�7qD �
T_W e n ollars
and n+a ---------Cents per Linear Foot
22. 3 EA 15'/ Inch x 17'%-Inch Class"C"Plastic Meter Box
(Bullhead Service)
TUJo to u n drt A ----Mars
and N.a -Cents per Each
23. 3 EA 1-Inch Bullhead Service Tap to Main
Per Item D-52.7
F(Vt h uyi d•eZ �6ollars $ ,�00 $/, JVD
and we Cents per Each
24. 138 LF 3/4-Inch Copper Service Line on Private Property by a
Licensed Plumber
L t tn� Dollars
and nj e — ..ts per Linear Foot
25. 14 EA Relocate Existing Meter Box
Per Item D-52.7
OUC h-P'AaCo ---Dollars
and N o--fents per Each
26. 10 EA Remove&Salvage Existing Fire Hydrant
PP Per Item D-29
V NL "ofd --Dollars
and N A er Each
27. 15 EA Standard Fire Hydrant(T-6"Depth)
Per Figure 5
`fkogStn Fwc � I $ l��.� $z;Sm
Ave. '
",e)-Dollars
and•Jo ------Cents per Each
r
B10
PART B
PROPOSAL
ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
28. 40 VF Standard Fire Hydrant Barrel&Stem Extension
Per Figure 5
F'� $50 $ � 000
Ff
Dollars
and.,.& ---Cants per Vertical Foot
29. 5957 LF Trench Safety for Excavations>5'Depth
Per Item D-55 $ ,� $ 3 9377
om E Dollars
and N. —.Cents per Linear Foot
30. 6770 LF Temporary Asphalt Pavement Repair
6"Flex Base&2"HMAC
re,4,eC N Dollars
and no ---Cents per Linear Foot
31. 1510 LF Permanent Asphalt Pavement Repair
Per Figure 4
y� $ $ s7i 3Pb
--'Dollars
and*a• — tetrts per Linear Foot
32. 13.5 TN Cast Iron/Ductile Iron Fittings
Per Item DA-52.12 $27, 000
andTCt)o Aousa.tal —Wllars
and"o Cents per Ton
33. 21.5 CY Class"B"Concrete for Miscellaneous Placement
Per Item D-21
Z�S
(d-N Dollars
and .moo —CBffYs per Cubic Yard
34. 21.5 CY Class"E"Concrete for Miscellaneous Placement
Per ltemD-21 �
Dollars
and N• — Cents per Cubic Yard
35. 21.5 CY Crushed Limestone for Miscellaneous Placement
Per Item D-22 r
N ollars
andW — 'ti ents per Cubic Yard
36. 215 LF Concrete Curb&Gutter Replacement
Per Item DA-24
i f'A21r� -----Dollars
and ND {{—gents per Linear Foot
B11
ra
PART B
PROPOSAL
ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
37. 3 EA 6-Inch Blow-off With 6-Inch Gate Valve&Access Manhole
7w Per Figure 18
'p $ 3o0o $ 9 000
ThINR AOUSand- ---Dollars
and,yo --------Cents per Each
38. 1 EA 1-Inch Air Release Valve
Per Figure 15 $ 200 $Z OOo
o 490(ASMrtd- – Dollars
and w o---------Cents per Each
39. 1 EA 2-Inch Air Release Valve
' Per Figure 16 8 17
$Z OO $Z000
mQ `*Q(X–r ,&A -----Dollars
and r,c3 Cents per Each
40. 1 LS Provide 2"Temporary Water Service(Entire Project)
Per Item D-52.8 $/O,000
Til `�Ol�Su,� �'15ollars
and fro Cents per Lump Sum
41. 3 EA Remove and Salvage Existing 20-Inch Gate Valve
Per Item D-29
L e kw,L" --Uollars
and Ago -----Cents per Each
42. 1 EA Remove and Salvage Existing 10-Inch Gate Valve
Per Item D-29 _
Zoo —
Iwo �nund�^td -----Dollars $ L� $
and tip ------earns per Each
43. 1 EA Remove and Salvage Existing 8-Inch Gate Valve
Per Item D-29
$2d0 � $ 2aD
-Cwo (n"itJwLa ----15ollars
r and w o --Genu per Each
44. 7 EA Remove and Salvage Existing 6-Inch Gate Valve
Per Item D-29 r
1 uo kAACL" —Dollars $ Z40 $
andu.r2 -----CLhts per Each
45. 1 EA Remove and Salvage Existing 4-Inch Gate Valve
Per Item D-29
oo
,L r-e �=6ollars $ 2� $LQ�
lL.0 O U110 •
and u d–'–Cents per Each
B12
PART B
PROPOSAL
ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
46. 200 LF Extra Depth of Water Mains z16-Inch,Over 1-foot Below
the Designed Elevation as Directed by Engineer
_T1,(r24-14 Dollars
and ooper Linear Foot
47. 4 EA Remove and Replace and/or Adjust 4"or 6"Fireline
Twa kUPLA"4 .--ftliars $.200 $ Soo.
and► 0 ------Cents per Each
'48A. 1566 LF 30,4 V"\\ r LJ 4 A LG /� W C3e3 nn �� l2
z N 0 (%_b Dollars $ /��� $
and Cents per Linear Foot
'48B. 1566 LF 30"Ductile Iron Water Pipe(All Depths)
TLL. 0 Hu„c(re& AA.,w- Ve.Dollars $ / ' $ �341, 71�Y16'
and A e--Cents per Linear Foot
6f'r-VJr4.004l Ccp ``_N 400 l chs iN.5
'49A. 80 LF 30” �
Pwaterf11&pw ee
P' "�5't 01A1r�4t.-" "rhn u.f.. $ N $
/3! Dollars
and Cents per Linear Foot
49B. 80 LF 30"Ductile Iron Water Pipe w/48"Steel Casing Pipe _
"By Other Than Open Cut" $/OOD $ at,0M
Qke 7A�000S4qA+O ---Qollars
and Ne ----'--Cents per Linear Foot
'50A. 1 LS Fittings and Specials for 30"Concrete Water Line,
Complete in Places $ $
3 l Dollars _61/o
r and Cents per Lump Sum
50B. 14 TN Cast Iron or Ductile Iron Fittings and Specials for 30" i
Ductile Iron Water Lines,Complete in Place $ a.]DO $
w0 iA6ASanaL Seurr• ku1►A40llars
and 416.----=--Cents per Ton
51. 1 LS Traffic Control for Entire Project
im $ 01 oO0 $ Say 000
f-iG ('Ziou san-eQ
—Dollars
and*+ ---------(,ents per Lump Sum
B-13
PART B
PROPOSAL
ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL
NO. WRITTEN IN WORDS COST
52. 1 LS SWPPP Implementation and Maintenance
Per Item D-68 n $2400 _ $ ZooL>
I.
Two 400 0C&Ak —Dollars
andN a —Cents per Lump Sum
' Contractor's bid shall include either 30"prestressed concrete cylinder pipe and fittings(Items 48A,49A and
50A)or 30"ductile iron water pipe and fittings(Items 4813,49B and 55013)
TOTAL AMOUNT OF BID FOR SECTION B=$ /
(e-,0!6 d(�/
/
0'2-
TRANSFER TOTAL AMOUNT OF BID FOR SECTION B TO BID SUMMARY,PAGE B-15.
&14
PART B
PROPOSAL
BID SUMMARY
TOTAL AMOUNT BID FOR SECTION A= s
TOTAL AMOUNT BID FOR SECTION B= s l fi0 T� ��•�
TOTAL AMOUNT BID FOR SECTIONS A&B= s 7
B15
r PART B
PROPOSAL
30"PRESTRESSED CONCRETE CYLINDER PIPE (AWWA C301)
Add or Subtract for the following Concrete Fittings including installation
Beveled Joints
12 to 59 Beveled Joint $
Bends
30"x 11.252- Bend $
30"x 22.5° Bend $
30"x 452 Bend $
Couplings
30" Coupling $
Reducers
30"x 16" Reducer $
30"x 20" Reducer $
Sleeves
30" Solid Sleeve $
Outlets
30"x 8" Outlet $
30"x 12" Outlet $
Tees
30"x 8" Tee $
30"x 30" Tee $
Crosses
30"x 8" Cross $
30"x 12" Cross $
r
r
r
A'
All
B16
PART B
PROPOSAL
CITY APPROVED PRODUCT FOR
*Contractor shall select the type of pipe to be used.
STANDARD SPECIFICATION NO. DIAMETER (in.)
E1-31 4 through 30
—r� E1-25 4through 15
tA/N 1 V1 E1-27 4 through 15
` . J -11 E1-28 18 through 27
AAW1li E-100-2 18 through 48
Consult with City of Fort Worth"Standard Product List'to obtain the Generic/Trade name
and manufacturer for the pipes listed above.
Failure to provide the information required above may result in a rejection of the bid as being
"Non-responsive".
Only v will be ed for use in this project. An substitutions shall result in
O ly products listed above allow p � y
a rejection of the bid as being"Non-responsive".
B17
PART B
PROPOSAL
CITY APPROVED PRODUCT FOR
;;Contractor shall select pipe enlargement to be used and provide name of subcontractor
for installati n:
PIM Method //,4L1- I Al- I-T
Name of Subcontractor if Applicable
T.R.S. System
Name of Subcontractor if Applicable
McConnell Method
Name of Subcontractor if Applicable
�- Expanded System
Name of Subcontractor if Applicable
op" Note: Only tee service connection will be allowed
Failure to provide the information required above may result in a rejection of the bid as being
"Non-responsive".
Only products listed above will be allowed for use in this project. Any substitutions shall result in
a rejection of the bid as being"Non-responsive".
B18
PART B
PROPOSAL
Within ten (10)days of notification from the City, 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 surety, in the amount
of 5% of the total amount bid, 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.
TM 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 terms of
City Ordinance No. 7278 as amended by City Ordinance No. 7400.
The Bidder agrees to begin construction 10 calendar days after issue of the work order,and to
complete construction within 210 calendar days as set forth in the written work order to be
furnished by the Owner.
(Complete A or B below, as applicable)
[q'A. The principal place of business of our company is in the State of TC�c45
[ ] Non-resident 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
statute is attached.
[ ] Non-resident bidders in the State of , our principal place of business,
are not required to underbid resident bidders.
[.j B. The principal place of business of our company, our parent company, or majority owner,
is in the State of Texas.
Receipt is acknowledged of the following Addenda:
Addendum No. 1 Z 3- A3
Addendum No. 2
Addendum No. 3 (SEAL) If Bidder is a Corporation
Respectful) Submitted
By:
Title: U,a Qrest drag'
Address: 52,2 Uvion (AA&
Vo&ftVe, Tt -7y 141
Telephone No. 11111- X91 -2793
B19
PART C - GENERAL CONDITIONS (WATER DEPT.)
NOTE: The following revisions to Item C6-6.12 CONTRACTOR'S RESPONSIBILITY .
FOR DAMAGE CLAIMS shall replace, to its entirety, that which is currently.shown
on Pages C6-6 (S) to C6-6 (10) herein.
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS
Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel
at the project site for Cor::-actor's sole negligence. In addition, Contractor covenants and agrees
to indemnity, hold harmless and defend, at its own expense, the Owner, its-officers, servants and
employees, from and against any and all claims or suits,for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to
be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees
or invitees, whether or not anv such-injury, damage or death is caused. in whole or in part
by the nealiaence or alleged negligence of Owner. its officers. servants. or employees.
Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and
against any and all injuries to Cwnees officers, servants and employees and any damagq, loss c:
o�.atruct:cn.,i'property-the Owner a.-*�.:y l:e►rormance of any of the terms and conditions
of this Contract, whether or not any such injury or damage is caused in whole or in oar
the neoffaence or alleged nealiaence of Owner. its officers. servants or employees.
use event Owner receives a written claim for damages against the Contractor or its
subcontractors prior to final payment, final payment shall not be made until Contractor either (a)
submits to O finer satisfactory evidence th_c t`le clam has been settled and/or a release from the
claimant involved, or (b) provides Owner with a lever from Contractc:'s liability insurance carrier
that the claim has been referred to the insura-ce cal-rier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth
public work from a Contractor against whom a claim for damages is outstand:n: as a result of
worst performed under a City Contract.
i
PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
NOVEMBER, 1, 1987
TABLE OF CONTENTS
Cl-1 DEF IL IT70NS
C1-1 . 1 De=initcn of Terms Cl-1 (1 )
C:1-1. 2 Contras= Documents C1-1 (1 )
C1-1 . 3 Notice to Bidders Cl-1 ( 2 )
Cl-1 . 4 Proposal C1-1 ( 2 )
C1-1.5 Bidder C1-1 ( 2 )
C1-1. 6 General Conditions C1-1 ( 2 )
C1-1 . 7 Special Conditions Cl-1 ( 2 ) '
j
Ci-1. 8 Speciiica=ions CI-1 (2 )
i C1-1. 9 Bond C1-1 ( 2 )
C1-1. 10 Contract CI-1 (3 )
C1-1 . 11 Plans C1-1 (3 )
Cl-1 . 12 City CI-1 (3 )
C1-1. 13 City Cc n=!.1 Ci-1 (3 )
Cl-1 14 Mavor - _ . C1-1 (3 )
C1-1.15 City M -�� C1-1 (3 )
C1-1.16 City Attorney CI-1 (3 )
C1-1 .17 Director o= Public We=,ks C1-1
c1-i.18 Di=ectcr, City Water De_artment Ci-1 (_ )
C1-1. 19 Engineer Cl-1 (4 )
C1-1. 20 Contract._ Cl-1 (4 )
Cl-1 . 21 Sureties Cl-1 (4 )
C:1-1. 22 The Werk cr Project - C1-1 (4 )
Cl-1 . 23 Working --=y Ci-1 ( 4 )
C1-1. 24 Calendar Dav Cl-i (4 )
Cl-1. 25 Legal ..o__day Cl-1 (4 )
7.
C 1-1. 26 Abbreviations CI-1 (5 )
Cl-1 . 28 Pavecl eels and Alleys Cl-1 (6 )
C1-1. 29 Unpaved 5--Teets and Alleys C1-1 (6 )
C1-1. 30 Citv Streets C1-1 ( 6 )
Cl-1. 31 Roadway C1-1 (6 )
C.7. . 32 Gravel S t_aet Cl-1 ( 6 )
C2-2 INT_RPRETA_ION AND PR=?ARATION
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 )
C2-2 . 7 Deliver; 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 Disqualif'ication of Bidders " C2-2 (5)
C3-3 AWARD AND EXECUTION OF DOCUMENTS
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 Con'tractor ' s Obligations C3-3 (7)
C3-3 .13 Weekly Payroll C3-3 (7)
C3-3 .14 Contractor' s Contract Ad:ainistration C3-3 (7)
C3-3 .15 Venue C3-3 (8)
C4-4 SCOPE OF WORK
C4-4. 1 Intent of Contract Docuumerts C4-4 (1)
C"-4. 2 Special Provisions C4-4 (1)
C4-4. 3 Increased or Dec=eased Quantities C4-4 (1)
C4-4. 4 Al aerat or. of Cont-act 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) -
05-5. 2 Conformity with Plans C5-5 (1)
C5-5. 3 Coordination of Contract Documents C3-5 (2)
C55:-5 . 4 Cooperation of Contractor C5-5 (2) Y
C5-5 . 5 Emergency and/or Rectification Work C5-5 (3 )
C5-5 . 6 Field Office CS-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 CS-5 (6)
CS-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)
CS-5 .17 Cleanup C5-5 (8 )
C5-5 .18 Final Inspection CS-5 (9)
C6-6 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 Sa-fety 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 Co-6 (10 )
C6-6 . 14 Adjustrnent of Relocation of Public
Utilities , etc. C6-6 (10 )
C6-6 . 15 Te^oo=ary Sewer Drain Connections C6-6 (10 )
C6-6 .16 Arrangement and Charges of Water
Furnished by City C6-6 (l1)
C6-6 . 17 Use of a Section of ?crtion of the work C6-6 (11)
C6-6 .18 Co__nt_ac_o_ ' s Responsibility for Work
C6-6 . 19 No Waive= of Lecal FUC.Ints C6-6 (12)
C6-6 . 20 Personal Liability cf Public Officials Co'-o' (12 )
C6-6 . 21 State Sales Tax C6-o' (12)
C7-7 PROSECT__ON AND PR0Grr.SS
C7-7 . 1 Sublett_nc C7-7 (:)
C7-7. 2 Assignment of Contract C7-7 (1)
C7-7 . 3 Prosecution cf the Wo=k C7-7 (1)
C7-7 . 12 Limitations "of Ooerations C7-7 ( 2 )
C7-7 . 5 Character of Workman and Ecuioment C7-7 (2 )
C7-7. 6 Work Schedule C7-7 (3 )
C7-7 . 7 Time o= Commencement and Comcletion 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 Emergencv C7-7 (7)
C7-7 . 14 Susoension 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 )
C8-8 MEASUREMENT AND PAYMENT
C8-8 . 1 Measurement of Quantities C8-8 (1)
C8-8 . 2 Unit Prices C8-8 (1 )
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 CB-8 (3 )
C8-8 . 7 Final Acceptance' C8-8 ( 3)
C8-8 . 8 Final Payment C8-8 (3 )
C8-8 . 9 Adquacy of Design C8-8 (4 ),
CS-8 .10 General Guaranty C8-8 ( 4 )
C8-8 .11 Subsidiary Work C8-8 (5 )
CS-8 .12 Miscellaneous Placement of Material CB-8 (5 ) a
C8-8 .13 Record Documents C8-8 (5 )
r.
( 4 )
i
PART C - GENERAL CONDITIONS
Cl-1 DEFINITIONS
SECTION C1-1 DE,IN:"':ONS
C1-1 . 1 DEFINITIONS OF TERMS : Whenever in these Contract
Documents the following terms or pronouns in place c_ 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 Doc:mints.
a. GENT—F L CONTRACT DOCUM=NTS . The Genes-z Cortract
Docume-_c covern all nater Department P.ojects and
include the follow''-ng items :
PART A - NOTICE TO BIDDI.'RS (Sample) White
PART B - PROPOSAL (Sample) White
PART C - GENERAL CONDITIONS (CITY) Canary Yellow
( Developer) Brown
PART D - S:= -IAL CCNi-TIONS Green
PART E - SPEG.FICATTONS EI-rih;
:.2-Golden Rod
E2-'L-White
PERMIT-S AS EMENTS Blue
PART F - BONDS ( Sample) Wh_�e
PART G - CONTRACT ( Sample) White
b. SPECIAL CONTRACT DOCUM:NTS : The Soecial 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)
Cl-1 ( Z )
C1-1 . 3 NOTICE TO BIDDERS : kil of the legal publications
either actually published in public advertising mediums or
furnished direct to interested parties pertaining to the work
contemplated uncle: 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
�o 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, pa-rtnership,
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 bid-;
CI-1 . 6
i :cC1-1 . 6 GENERAL CONDITIONS : The General Conditions are the
usual construction and contract =ecuirements 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 o.f Fort Worth ' s c::a_ter and
promulgated ord,_`.n:cas .
w^ erever there may be a cont lict between the General
Conditions and Special Conditions , the !atter shall take -
=recedence and shall cavern.
CI-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 hate in order to gain a thorough knowledge of
the project.
C1-I . 8 SPECIFICATIONS : The Specifications is that section or
part of the Contract. Documents whi--h sets forth in detail the
eeuirements 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 th.e prompt and
Cl-1 ( 2 )
faithful perfo--mance 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 =nstructions
to Bidde:s, Part A a.-.d C2-2 . 6 )
C1-1 . 10 CONTRACT: The Contract is the formal signed agreement-
between
greementbetween the Owner and the Contractor covering the mutual
understanding of the two contracting parties about the project
to be completed under the Contract Documents.
Cl-1 . 11 PLANS : The plans are the drawings or reproductions
therefrom made bv the Owner ' s representative showing in detail
the location , dimension and position of the va:icus elements
of the project , including such profiles , typical
cross-sections , layout diagrams , working drawings, prelim—a;y
drawings and such supplemental drawings as the Owner may issue
to clarify other drawings o: for the purpose off- 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
Docu:n encs just as thcuch they we_e bound therein.
C1-1 . 12 CITY • The City of roil Worth , Texas , a municipal
corporation, authorized and c1nartered under the Texas State
Statutes , acting by a.d through its governing body cr its City
�!ancer , each of w ich is rec•uired by cLarter 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
c:.verning 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.
CI-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 of=icially appointed City Attorney
o- the City of Fort Worth , Texas , or his duly authorized
representative.
Cl-1 ( 3 )
C1-1 . 17 DIRECTOR OF PUBLIC WORKS: The duly appointed official
or the City of For:. Worth , referred to in the Charter as the
City Engineer, or his duly authcrized representative.
C1-1. 18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed
Director of the City Water Department of the Ci.v 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 , par.-nership ,
company, firm, association , or corporation , entering into a
contract with the Owner for the execution of the wcrk, acting
directly or through a duly authorized representative . A
sub-contract-or is a person, firm, corporation, or oilers under
contract with the principal contractor, supplying labor and
r,.aterials or only labor, for work at the site of the project.
CI-1 . 21 SURETIES: The Corporate bodies which ate bcund by
such bonds are reculZed with and for the Contra=_or . The
sureties engaged are to be =u?ly responsible for :^e entire
and satisfactory ful=fillment o- the Contract and .6 any and
all - requirements as set forth in the Contract Doc•_.nents 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 ccmtpleted
and serviceable project.
C1-1. 23 WORKING DA'_': . A working day is defined as a calendar
day, not including Saturdays , Sundays , and legal hol-idays , in R
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 ) hour between
7 : 00 a .m. and 6 : 00 o.m. , with exceptions as permitted in
paragraph C7-7 . 6.
C1-1. 24 CALENDAR DAYS : A calendar day is any day o: the week
cr month, no days being excepted.
C1-1. 2'5 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 )
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 Dav 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 holidav
shall be observed on the preceding Friday or if it falls on
Sunday; it shall be observed on the followi6na Mond__v, by those
e..ployees working on working day operations . Employees
working calendar day operations will consider the calendar
holidav as the holiday.
C1-1 . 26 ABBREVIATIONS : Wherever the abbreviations defined
herein appear in Contract Documents , the intent and :zean:ng
shall be as follows:
ASS TO - American Association of MGD - Million Gallons Per
State Hicawav Transportation Dav
Officials
ASCE - American Society of Civil CFS - Cubic Foot per-
Engiaee_s ' Second
LAW - In Accordance With
ASTM - American Society of Min. - Minimum
Testing Materials Mono.- Monolithic
A vqA - American Water Works % - pe_centam
Association R - Radius
ASA - American Standards Association I.D. - Inside Diameter
ESI - Hydraulic Institute O . D . - Outside
Diameter
P_sph. - Asphalt Elev. - Elevation
A,7e. - Avenue F - Fahrenheit
Blvd. - Boulevard C - Centic__aae
C1 - Cast Iron In. - Inch
�r CL - Center Line Ft. - Foot
GI - Galvanized Iron St. - Street
Lin. - Linear or Lineal CY - Cubic Yard
lb. - Pound Yd. - Yard
M:i - Manhole SY - Square Yard
Max. - Maximum L. F. - Linear Foot
D. I . - Ductile Iron
T�
C1-1 ( 5 )
C1 - 1 . 27 CHANGE ORDER : A " Change Order " is a written
supplemental agreement between the Owner and the Contractor
covering some added or deducted item or feature which may be
found necessary and which was not specifically included in the
scope of the project on which bids were submitted. Increase
in unit quantities stated in the proposal are not the subject
matter of a Change Order unless the increase or decrease is
more than 25% of the amount of the particular item or items in
the original proposal.
All " Change Orders " shall be prepared by the City from
information as necessary furnished by the Contractor.
C1-1. 28 PAVED STREETS AND ALLEYS : A paved street or alley
shall be defined as a street or alley having one of the
following types- of wearing surfaces applied over the natural
unimzr•oved surface:
1. Any type of asphaltic concrete with or without
se-oara�e base material.
2. Any type of asphalt surface treatment , not
including an oiled surface , with o: without
separate base material.
3 . Brick, with or without separate base mate_ al
4. Concrete, with or without separate base =erg al.
5. Any ccahination of the above.
C1-1 . 29 UNPAVED STREETS OR ALLMYS : An unpaved street, alley,
roadway or other sur:fface is any area except those defined
above for "Paved Streets and Alleys
C1-1. 30 CITY STREETS : A city street is defined as that area
between the right-of-way lines as tie street is dedicated.
C_-1 . 31 ROADWAY: The roadway is defined as the area between
parallel lines two ( 21 ) feet back of the curb lines or four
( 4 ' ) feet back of the average edge of pavement where no curb
exists.
C1-1 . 32 GRAVEL STREET: A gravel street is any unpaved street
to which has been added one or more applications of gravel or
similar material other than the natural material found on the
street surface before any improvement was made.
C1-1 ( 6 )
3 SECTION C - GENERAL CONDT_TIONS
C2-2 INTERPRETATION AND
PREPARATION OF PROPO-AL
SECTION C2-2 INTERaRETATION AND PREPARATION OF PROPOSAL
C2 - 2 . 1 PROPOSAL FORM: The Owner will furnish bidders with
proposal . form, which will contain an itemized list of the
items of work to be done or materials to be furnished and upon
which bid prices are requested. The Proposal form will state
the Bidder ' s general understanding of the project to be
completed,- provide a space for furnishing the amount of bid
security , and state the basis for entering into a formal
contract . The Owner will furnish forms for the Bidder ' s
" Experience Record, " "Equipment Schedule , " and "Financial
Statement, " all of which must be properly executed and filed
with the Director of the City water Department one week mrior
to the hour for opening of bids .
The financial statement required shall have been prepared by
an independent cert .:_ed public accountant or an in!e:endent
public accountant holding a valid permit issued by an
appropriate state licensing agency, and shall have been so
pr ?pared as to reflect the current financial status. This
statement must be current and not more than one ( 1 ) `ear old .
.n 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 . Liquid assets in the amount -
of ten ( 10% ) percentC -of the estimated project ccs_ will be
--ecu=red.
For an experience record to be considered to be acceptable for
a given project , it :rust reflect the experience of the firm
! seeking qualificaticn in work of both the same nature and
magnitude as that of the project for which bids are to be
received , and such experience must have been on projects
completed not more than five ( 5 ) years prior to the date on
which are to be received . The Director of the Water
department shall be sole judge as to the acceptability of
experience for qualification to bid on any Fort worth Water
Department project.
The prospective bidder shall scInedule the equipment he has
available for the project and state that he will rent such
additional equipment as may be required to complete the
project on which he submits a bid .
C2-2 . 2 INTERPRETATION OF QUANTITIES : The quantities of work
and materials to be furnished as may be listed in the proposal
C2-2 ( 1 )
forms or other parts of the Contract Documents will be
considered as approximate only and will be used for the
purpose of comparing bids on a uniform basis . Payment will be
made to the Contractor for only the actual quantities o= wark
per-cormed or materials furnished in strict accordance with the
Contract Documents and Plans . The quantities of work to be
performed and materials to be furnished may be increased or .
decreased as hereinafter provided , without :n any way
invalida.ting the unit prices bid or any other recuireTnerts of
the Contract Documents .
C2-2 . 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT:
Bidders are advised that the Contract Documents on :tile with
the Owner shall constitute all 'of the information which the
Owner will furnish. All additional information and data which
the owner will supply after promulgation of the formal
contract documents shall be issued in the form o= written
addenda and shall become part of the Contract Dec::.-nents just
as though such addenda, were actually written into t e original
Contract Documents.
Bidders are required, prior to the filing of proposal, to read
and become familiar with the Contract Documents , to visit the
site of the project and examine carefully all local
conditions , to inform themselves by their own independent
research and investigations , tests , boring, and by such other
means as may be necessary to gain a complete knowledge of the
conditions which will be encountered during the construction
of the project . They must judge for themselves the
difficulties of the work and all attending circu.nstances
affecting the cost of doing the wort or the time rec::ired for
its completion, and obtain all information required to make an
intelligent proposal. No information given by the Owner or
any representative of the Owner other, than that contained in
the Contract Documents and officially promulgated addenda
thereto, shall be binding upon the Owner. Bidders shall rely
exclusively and solely upon their own estimates ,
investigation, research , tests , explorations, and other data
which are necessary for full and complete information upon
which the proposal is to be based. It is mutually agreed that
the submission of a proposal is prima-facie evidence that the
bidder has made the investigations , examinations and tests
herein required. Claims for additional compensation due to
variations between conditions actually encountered in
construction and as indicated in the Contract Documents will
not be allowed.
The logs of Soil Borings, if any, showing on the plans are for
general information only and may not be correct. Neither the
C2-2 ( 2 )
Owner nor the :engineer guaran tee that the data shown is
representative of conditions which actually exist.
C2-2 . 4 SUBMITTING 0: PROPOSAL : The Bidder shall submit his
Proposal on the form furnished by the Owner. All blank spaces
applicable to tree project contained in the form shall be
correctly filled in and the Bidder shall state the prices ,
written in ink in both words and numerals , for which he
proposes 'to do the work contemplated or furnishe the materials
required . All such prices shall be written legibly. In case
of discrepancv between the price written in words and the
price written in numerals , the price most advantageous to the
City shall govern.
If a proposal is submitted by an individual, his or her name
must be signed by hien (her) or his (her) duly author_zed agent.
I _ a -proposal is submitted by a firm, association , or
partnership, the name and address of each member must be
given , and the :roposal must- - be signed by a member of the
firm , associaticn , or partnership , or by a person duly
authorized . If a proposal is submitted by a cc.m.-anv or
corporation , the company or corporate name anc bus '_ness
address :rust be iven , and the proposal signed by an of-.c-;c-;al
or duly authorizer agent. The cc_porate seal must be a=-fixed.
Power of Attorney_ authorizing agents or others to sign
roposal must be properly certi�ied and must be in writing and
S,.-' mitted with the o=000sal.
C2-2. 5 REJECTION 0-7 PROPOSALS : Proposals may be rejected if
-hey show any alterat-ion of words or f figures , additions not
called for , conditional or uncalled for alter ate bic:s ,
incomplete bids, erasures , or irregularities of any kind, or
contain unbalance value of any items . Proposal gendered or
delivered after the official time designated for receipt of
roposal shall be returned to the Bidder unopened.
C2-2 . 6 BID SECURITY: No Dr000sal will be considered unless it
is accompanied by a "Proposal Security" of the character and
iri the amount indicated in the " Notice to Bidders" and the
4 "Proposal . " The Bid Security is required by the Owner as
evidence of good faith on the part of the Bidder, 'and by way
+ of a gua=ranty that if awarded the contract, the Bidder will
Within the recui:ed time execute a formal contract and furnish
the required performance and other bonds. The bid security of
the three lowest bidders will be retained until the contract
is awarded or other disposition is made thereof . The bid
security of all other bidders may be returned promptly after
the canvass of bids .
s
# C2-2 ( 3 )
C2-2 . 7 DELIVERY OF PROPOSAL: No proposal will be considered
unless it is delivered, accompanied by its proper Bid
Security , to the City Manager or his representative in the
official place of& business as set forth in the "Notice .to
Bidders . " It is the Bidder ' s sole responsibility to deliver
the proposal at the proper time to the. proper place. The mere
fact that a proposal was dispatched will not be considered.
The Bidder must have the proposal actually delivered. Each
proposal• shall be in a sealed envelope plainly marked with the
word "PROPOSAL," and the name or description of the project as
designated in the "Notice to Bidders. " The envelope shall be
addressed to the City Manager, City Hall, Fort Worth, Texas.
C2-2 . 8 WITHDRAWING PROPOSALS : Proposals actuary filed with
the City Manager cannot be withdrawn prior to the time set for
opening proposals . A request for non-consideration of a
proposal must be made in writing , addressed to the City
Manager , and filed with him prior to the time set for the
cpening of proposals. After all proposals not recuested for
non-consideraticn are opened and publicly read aloud, the
proposals- for which non-consideration requests have been
properly filed may' at the option of the Owner, be returned
unopened.
C2-2 . 9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may
modify his proposal by telegraphic - communication at any time ..
prior to the time set for cpening proposals , provided such
telegraphic common cation is received by the Ci tv Manager
prior to the said proposal opening time, and provided further,
that the City Manacer is satisfied that a written and duly
authenticated con irmation of such telegraphic =--munication
over the signature of the bidder was mailed prior to the
proposal opening time. If such confirmation is not received
within forty-eight (48 ) hours after the proposal opening time,
no further consideration will be given to the proposal.
C2-2 . 10 PUBLIC OPENING OF PROPOSAL: Proposals which have been
properly filed and nor which no "Non-consideration Request"
has been received will be publicly opened and read aloud by
the City Manager or his authorized representative at the time
and place indicated in the "Notice to Bidders. " All -proposals
which have been opened and read will remain on file with the
Owner until the contract has been awarded. Bidders or their ..
authorized representatives are invited to be present for the
opening of bids.
C2-2 .11 IRREGULAR PROPOSALS: Proposals shall be considered as
being "Irregular" if they show any omissions , alterations of
form, additions , or conditions not called for, unauthorized
alternate bids, or irregularities of any kind. However , the
C2-2( 4 )
Owner reserves' the right to waive any and all irregularities
and to make the awa d of the contract to the best interest of
the City . Tende::ng a proposal after the closing hour is an
irregularity which cannot be waived.
C2 - 2 . 12 DISQUAL= _ICATION OF BIDDERS : , Bidde_s may be
disqualified anal heir proposals not considered for any of ,
but not limited to, the follow- ng reason :
a. Reasons for believing that collusion exists among
bidders.
b. Reasonable grounds _'or believing that any bidder is
intere3zed in more than one pro:osal for wo"rk
contem_o:__ed.
c . The bider being interested in any litigation
against the Owner cr where the Owner may have a
claim ac-Inst or be engaged in litca: on against
the bide_ .
d . The blaze_ being in arrears on any exist-_nc contract
or having defaulted on a previous con__acr.
e . The bid-c_ having per-formed a prior cont=act in an
unsa tis:_ _ory manner .
f . Lack o: compete:*acv as revealed by the financial
statement-, experience record , equip:aen c schedule ,
and such Inquiries as the. Owner may see "_t to make.
g . Uncomple_ed work w`: -ch , in the judc.ment of the
Owner, w:_l prevent or hinder the promp_ completion
Of add_=__nal work if awarded.
h . The bidd=_ not filing with the Owner, one week in
advance cf bhe hour o= the opening of Prcposals the
fol? owl ;
1. =i::ar.cial Statement showing the ffinancial
cc-d'_tion of the bidder as specified in Part
"A" - Soecial instructions.
2. A current experience record showing especially
the projects cf a nature similar to the one
under consideration , which have been
successfully completed by the Bidder.
3 . An equipment schedule showing the equipment-
the
quipmentthe bidder has available for use on the
The Bid Proposal of a bidder who, in the judgment- of the
Engineer , is discualif ied under the requirements stated
herein , shall be set aside and not opened.
C2-2t3 )
PART C - GENERAL CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
SECTION C373 AWnP,D l"M EXECUTION OF DOCUMENTS:
C3-3 . 1 CONSIDERATION OF PROPOSP,11 S: After proposals have been
opened and read aloud, the proposals will be tabu!=ted on the
basis of the quot.d prices , the quantities s::own in the
proposal , and the application of such formulas or other
methods of bringing items to a common basis as may be
established in the Contract Documents .
The total obtained by taking the sum of the prod=ts of unit
prices quoted and the estimated cuantities plus anv lump sum
items and such o"6.he quoted amounts as may enter in-o the cost
of the completed project will he considered as the amount of
the bid.
Until the award of the contr=act is made by the Cwner, the
right will be reserved to reject any or all proposals and
wa=ve technicalities, to re-advertise for new prcpesals, or to
proceed with the wc_k in any manner as maybe con-c-defor
the best interest c= the Owner.
C3 -3 . 2 MINORITY BUSINESS ENT==PRISE/WOMEN-OWNED BUSINESS
'-ENTERPRISE COMPLIANCE:. Contractor agrees to provide to Owner;
" upon request , complete and accurate information regarding
actuol work performed by a Minority Business Enterprise (MBE )
and or a a Woman-owned Business Enterprise on the
contract and the pavment there-,For . Contractor further agrees ,
upon request by Owner , to allow and audit and/or an
examination of anv books , records , or files in the possession
of Contractor that will substantiate the actual wort performed
by the MBE or WBE. Any material misrepresentation of any
nature will be grounds for termination of the contract and for
= initiating any action under appropriate federal , state or
local laws and ordinances relating to false statements ;
further , any such misrepresentation may be grounds for
disqualification of Contractor at Owner ' s discretion for
bidding on future Contracts with the Owner for a period of
time of not less than six ( 6 ) months .
C3 -3 . 3 EQUAL EMPLOYMENT PROVISIONS : The Contractor shall
comply with Current City Ordinance prohibiting discrimination
in employment practices .
C3-3 ( 1 )
The Contractor• shall post the required notice to that effect
on the project site , and , at his request , will be provided
assistance by the City of Fort Worth ' s Equal Employment
Officer who will refer any qualified applicant he may have .on
file in his office to the Contractor . Appropriate notices may
be acquired from the Equal Emplo�-ment Officer,.
C3-3 . 4 WITHDRAWAL OF PROPOSALS : After a proposal has been
read by the Owner it cannot be withdrawn by the - Bidder within
forty-five ( 45 ) days after the date on which the proposals
were opened.
C3-3 . 5 AWARD OF CONTRACT: The Owner reserves the right to
withholdfinal action on the proposals for a reasonable time ,
not to exceed forty-five ( 45 ) days after the date of opening
proposals, and in no event will an award be made until after
investigations have been made as to the responsibility of the
nrovosed awardee.
The award of the contract, if an award is made, wi_1 be to the
lowest and best =es=onsible bidder.
The award. of the contract shall not become effective until the
Owner has notified =ae Contractor in writing of such award.
T
C3 -3 . 6 RETURN 0= 730POSAL S=- CU-R_ !TIES : As soon as proposed
price totals have been determined for comparison of b_ds , the
Owner may, at its discretion , return the proposal security
which accompanied the proposals which, in its judgment, would,
not be considered ' for the award . All other proposal
securities , usually those of the three lowest bidders , will be
retained by the Owner until the required contract has been
executed and bond furnished or the Owner has otherwise
disposed of the bids, after which they will be ratu:rred by the
City Secretary.
C3-3 . 7 BONDS : With the execution and delivery of the Contract
Documents , the Contractor shall furnish to, and file with the
Owner in the amounts herein required, the following bonds:
a. P=RFORMANCE BOND : A good and sufficient
performance bond in an amount not less than 100
percent of the amount of the contract, as evidenced
by the proposal tabulation or otherwise ,
guaranteeing the full and faithful execution of the
work and performance of the contract, and for the
protection of the Owner and all other persons
against damage by reason of negligence of the
Contractor , or improper execution of the work or
the use of inferior materials . This performance
C3-3 (2 )
bond shall guarantee the payment for all labor ,
materials , equipment , supplies , and se=•.ricas used
in the construction of the work , and shall remain
in full force and effect until provisions as above
stipulated are accomplished and final payment is
made on 'Che project by the City.
b. MAINTENANCE BOND : A good and sufficient
maintenance bond, in the amount of not lass than
100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise ,
guaranteeing the prompt , full and faithful
performance of the general guaranty which is set
forth in paragraph C8-8 . 10.
C. PAYMENT BOND : A good and sufficient pay.-ent bond,
in an anicu.t not less than 100 percent of the
amount o = the contract , as evidenced by the
proposal tabulation or otherwise , guaranteeing the
prompt, full and faithful payment of all cla mant-s
as defined- in Article 5160 , Revised Civ:;.!- Statutas
of Texas , 1925 , as amended by House Bill 344 Acts
56th Legislature, Regular Session , 1959 , effective
April 27 , 1959 , and/or the latest version thereof,
supplying labor and materials in the prosecution of
the work provided for in the cont=act being
constructed under these specifications . Payment.
Bond shall remain in rorce until all payments as
above stipulated are made.
d. OTHER BONDS : Such othe_° bonds as may :,a recuired
by these Contract Documents shall be furnished by
the Contractor.
No sureties will be accepted by the Owner which are at the
time in default or delinquent on any bonds or which are
interested in any litigation against the owner. All bonds
shall be made on the forms furnished by the Owner and shall be
executed by an approved surety company doing business in the
City of Fort Worth , Texas , and which is acceptable to the
owner . In order to be acceptable, the name of the surety
shall be included on the current U . S . Treasury list of
acceptable sureties, and the amount of bond written by any one
acceptable company shall not exceed the amount shown on the
Treasury list for that company . Each bond shall be properly
executed by both the Contractor and Surety Company.
Should any surety on the contract be determined unsatisfactory
at any time by the Owner, notice will be given the Contractor
to that effect and the Contractor shall immediately provide a
C3-3 ( 3 ) _
new surety satisfactory to the Owner. No payment w_- Il be made
under the contract until the new surety or sureties , as
required , have qualified and have been accepted by the Owner.
The contract shall not be operative nor will any payments be
due or paid until approval of the bonds by the Owner.
C3-3 . 8 EXECUTION OF CONTRACT: Within ten (10 ) days of ter the
Owner has by appropriate resolution , or otherwise, awarded the
contract, the Contractor shall execute and file with the Owner
the Contract and such bonds as may be required in the Contract
Documents .
No contract shall be binding upon the owner until it has beeh
attested by the City Secretary , approved as to form and
legality by the City Attorney, and executed for the Owner by
either the Mayor or City Manager.
C3 -3 . 9 FAILURE TO EXECUTE CONTRACT : The failure of the
Awardee to execute the required -bond or bonds or to sign the
required contract within ten ( 10 ) days after the ccr.tract is
awarded shall be considered by the Owner as an abandonment of
his proposal, and the Owner may annul the Award. By reason of
the uncertainty of the market prices of material ani labor ,
and it being impracticable and difficult to accurately
determine the amount of damages occuring to the Owner by
reason of said awa_dee ' s failure to execute said '-onds and
contract within ten ( 10 ) days , the proposal security
accompanying the proposal shall be the agreed amount of
da:,ages which Owner will suffer by reason of such failure on
the part of the Awa:dee and shall thereupon immediately be
forfeited to the Owner.
The filing of a prcposal will be considered as an acceptance
Of- this provision by the Bidder.
C3 -3 . 10 BEGINNING WORK: The Contractor shall not commence
work until authorized in writing to do so by the Owner .
Should the Contractor fail to commence work at the site of the
project within the time stipulated in the written
authorization usually termed the "Work Order" or "Proceed
Order" , it is agreed that the Surety Company will, within ten
( 10 ) days after the commencement date set forth in such
written authorization, commence the physical execution of the
contract.
C3-3 . 11 INSURANCE: The Contractor shall not commence work
under this contract until he has obtained all the insurance
required under the Contract Documents , and such insurance has
been approved by the Owner. The prime Contractor shall be
responsible for delivering to the Owner the sub-contractors '
C3-3 ( 4 )
certificate of .insurance for approval . The prime contractor
shall indicate on the certificate of insurance included in the
documents for execution whether or not his insurance covers
sub-contractors . It is the intention of the Owner that the
insurance coverage required herein shall include the coverage
of all sub-contractors.
a. COMPENSATION INSURANCE : The Contractor shall
maintain , during the life of this contract ,
Workers ' Compensation Insurance on all of his
employees to be engaged in work on the project
under this contract, and for all sub-contractors .
In case any class of employees engaged in hazardous
work on the project under this cont=act is not
protected under the Workers ' Compensation Statute ,
the Contractor shall provide adequate employer ' s
general liability insurance for the protection of
such of his emolovees not so protected.
b. COMPREHENSIVE GENERAL LIABILITY INSU.A\CE: The
Contractor shall procure and shall main_a_n du_izg
the lila of this contract Cont actor ' s
Comprehensive General Liability Insurance ( Public
Liability and Property Damage Insurance) in an
amount net less than $ 300 , 000 cove= -- ng each
occurrence on account of .bodily injuzv, _..clod'_ng
death , and in an amount not less than $ 500 , 000
covering each occur:once on account c: property
d:mage w_t:. $2, 000 , 000 umbrella policy covezage.
C. ADDITIONAL LIAPILITY : The Contracto-r shall
furnish insurance as separate policies or by
additional endorsement to one of the
above-mentioned polio=--s , and in the ancun: as set
forth for public liability and property damage, the
following insurance:
1. Contingent Liability ( covers General
Contractor ' s Liability for acts of
sub-contractors ) .
2. Blasting, prior to any blasting being done.
3 . Collapse of buildings or structures adjacent
to excavation ( if excavations are to be
performed adjacent to same) .
4 . Damage to underground utilities for $500, 000 .
C3-3 ( S )
5 . Builder ' s risk (where above-around structures
are involved ) .
6 . Contractual Liability ( covers all
Indemnification requirements of Co^=tact) .
d. AUTOMOBILE INSURANCE — BODILY INJURY AND PROPERTY
DA.MAG-: The Contractor shall procure and maintain,
during the life of this Contract, Comprehensive
Automobile Liability insurance in an amount not
less than $ 250 , 000 for injuries including
accidental death to any one person and subject to
the same limit for each person , an amount not less
than $500 , 000 on account of one accident , and
automobile property damage insurance in an amount
not less than $100 , 000 .
e. SCOPE OF INSURANCE AND SPECIAL nAZARD : The
insurance required under the above paracraphs shall
provide adequateprotection for the Ccat actor and
his sub-contractors , respectively, against damage
claims which may arise from operations under this
cont=act, whether such operations be by t a insursd
or by anyone directly, or indirectly employed by
him, and also against any of the follow-- .,.c special
hazards which may be encountered in the :_::armance
of the Contract.
f. PROOF OF CARRIAGE OF INSURANCE: The Contractor
shall furnish the Owner with satisfactory proof of
coverage by insurance required in these Contract
Documents in amounts and by carriers satisfactory
to the Owner . ( Sample attached. ) All insurance
requirements made upon the Contractor shall apply
to the sub - contractor , should the ?rime
Contractor ' s insurance not cover the
sub-cont actor ' s work operations.
g. LOCAL AGENT FOR* INSURANCE AND BONDING : The
insurance and bonding companies with whom the
Contractor ' s insurance and performance, pavment,
maintenance and all such other bonds are written
shall be represented by an agent or acents having
an office located within the city limits of the
C3-3 ( 6 )
City of -ort Worth , Tarrant County, T=_ras . Each
such agent shall be a duly qualified, one upon whom
service of process may be had , and must have
authority and power to act on behalf of the
insurance and/or bonding company to negotiate and
settle with the City of Fort Worth, or any other
claimant, any claims that the City of For= Worth or
other cla=want or any property owner who has been
damage: , may have against the Contractor ,
insurance , and/or bonding company. If the local
insurance representative is not so empowered by the
insurance or bonding companies, then such authority
must be vested in a local agent or claims officer
residing in the Metroplex , the Fort Wcrth-Dallas
area . The name of the agent or agents shall be set
forth on all of such bonds and certificates of
insurance.
C3 -3 . 12 CONTRACTOR' S OBLIGATIONS : Under the Cort-:act, the
Contractor shall pay for all materials , labor and services
when due.
C3 -3 . 13 WEEKLY PAYROLL. A certified copy of each payroll
covering payment of wages to all person engaged in work on the
project at the sit= of the project shall be furnished to the
owner ' s repres=entative within seven ( 7 ) days after the close
OA.. each payroll period. A copy or copies of the applicable
minimum wG;= rates as set forth in the Contract Documents
shall be kept posted in a consp_ _cuous place at the site of the
project at all ties. during the course of the Contract .
Copies of the wage rates will be furnished- the Con__actor. by
the Owner; however, posting and protection o- the +ace rates
shall be the responsibility of the Contractor.
C3-3 . 14 CONTRACTOR' S CONTRACT ADMINISTRATION: Any Contractor,
whether a person , persons , partnership , company , firm ,
association , corporation or other who is approved to do
business with and enters into a contract with tie City for
construction of water and/or sanitary sewer facilities, will
have or shall establish a fully operational business office
;within the Fort worth - Dallas metropolitan area. The
Contractor shall charge, delegate , or assign this office ( or
he may delegate h '_s Project Superintendent ) with full
authority to transa-ct all bus -; .-.--ss actions required in the
performance of the Contract . This local authority shall be
made responsible to act for the Contractor in all matters
pertaining to the work governed by the Contract whether it be
administrative or otherwise and as such shall be empowered ,
thus delegated a^d directed, to settle all material, labor or
other expenditures, all claims against the work or any other
C3-3 ( 7 )
matter associated such as maintaining adequate and appropriate
insurance or security coverage for the project . Such local
authority for administration of the work under the Contract
shall be maintained until all business transactions executed
as part of the Contract are complete.
Should the Contractor ' s principal base of operations be other
than in the Fort Worth-Dallas metropolitan area, noti.:ication
of the Contractor ' s assignment of local authority shall be
made in writing to the Engineer in advance of any wo=k on the
project, ' all appropriately signed and sealed, as applicable,
by the Contractor ' s respons ible off icers with the
understanding that this written assignment of authority to' a
local representative shall become part of the project Contract
as though bound directly into .the project documents . The
intent of these recuirements is that all matters associated
with the Contractor ' s administration , whether it be oriented
in furthering the work, or other , be governed direct by local
authority. This same requireinent is imposed on insurance and
surety coverage. Should the Contractor' s local ren es:ntative
fail to perforin to -the satisfaction of Engineer, tie Engineer,
at his sole discretion , may demand that such local
representative be replaced and the Engineer may, at his sole
discretion , stop all work until a new local authority
satisfactory to the Engineer is assigned . No credit of
working time will be for periods in which work stoppages are
in effect for this reason.
C3 -3 . 15 VENUE : Venue of any action hereinunder shall be
exclusively in Tarrant County, Texas.
C3-3 (8 )
PART C - GENERAL =NDITIONS
C4-4 SCOPE OF WORK
S-CTION C4-4 SCOPE OF WORK
C4 - 4 . 1 INTENT 0.. CONTRACT DOCUMENTS : It is the definite
intention of these Contract Documents to pro ,r:de for a
complete , useful project which the Contractor undertakes to
construct or furnish , all in full compliance with the
equirements and intent of the Contract Documents . It is
de-finitely understood that the Contractor shall do all work as
provided for in the Contract Documents, shall do al= extra or
special work as may be considered by the Owner as necessary to
complete the project in a satisfactory and acceptable manner.
Tie Contractor shall, unless otherwise specifically stated in
these Contract Doc::ments , furnish all labor, tools, materials,
machinery , equipment , special services , and incidentals
necessary to the prosecution and completion of the project.
C 4 -4 . 2 SPECIAL PROVISIONS : Should any work or ccaditions
which are not thoroughly and satisfactorily stip;:?aced or
covered by General or Special Conditions of these Contract
Documents be antici_cated , or should there be any additional
proposed work wh '_ch is not covered by these Contract
Documents, then "Special Provisions " covering all such work
will be prepared by the Owner previous to the time of
receiving bids or proposals for such work and furnis=ed to the
Bidder in the form o= Addenda. All such "Special Provisions"
shall be considered to be a cart of the Contract Documents
just as though they were originally written therein.
C4-4 . 3 INCREASED O= DECREASED QUA-NTITIES: The Owner reserves
ze right to alter tae quantities of the work to be par:ormed
or to extend or shorten the improvements at any time when and
as found to be necessary, and the Contractor shall perform the
work as altered, increased or decreased at the u::'__ ?rices.
Such increased or decreased quantity shall not be more than 25
percent of the contemplated quantity of such item or items.
' When such changes increase or decrease the original quantity
of any item or items of work to be done or materials to be
furnished by -the 25 percent or more, then either party to the
contract shall upon written request to the other party be
entitled to a revised consideration upon that portion of the
work above or below the 25 percent of the original quantity
stated in the proposal ; such revised consideration to be
determined by special agreement or as hereinafter provided for
"extra Work. " No allowance will be made for any changes in
anticipated profits nor shall such changes be cons:dered as
C4-4 ( 1 )
waiving or invalidating any conditions or provisions of the
Contract Documents.
Variations in quantities of sanitary sewer pipes -in depth
categories , shall be interpreted herein as applying to the
overall quantities or sanitary sewer pipe in each pipe size,
but not to the various depth categories.
C4-4 . 4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the
Owner reserves the right to make such changes in the Contract
Documents and in the character or quantities of the work as
may be necessary or desirable to insure completion in the most
satisfactory manner, provided such changes do not materially
alter the original Contract Documents or change the general
nature of the project as a whole. Such changes shall not be
considered as waiving or invalidating any condition or
provision of the Contract Documents.
C4-4 . 5 EXTRA WORK: Additional' work made necessary by changes
and alterations of the Contract Documents or of quantities or
for other reasons for which no prices are provided in the
Contract Documents, shall be defined as "Extra Work" and shall
be performed by the Contractor in accordance with these
Contract Documents or approved additions thereto; provided,
however, that before any extra work is begun a "Change Order"
shall be executed or written order issued by the Owner to do
the work for payments or credits as shall be determ_ned by one
or more combination of the following methods:
a. Unit bid price previously approved.
b. An agreed lump sum.
C. The actual reasonable cost of (1) labor, (2) rental
of equipment used on the extra work for the time so
used at Associated General Contractors of America
current equipment rental rates ; ( 3 ) materials
entering permanently into the project, and (4 )
actual cost -of insurance , bonds , and social
security as determined by the Owner, plus a fixed
fee to be agreed upon but not to exceed 10% of the
actual cost of such extra work. The fixed fee is
not to include any additional profit to the
Contractor for rental of equipment owned by him and
used for the extra work. The fee shall be full and
complete compensation to cover the cost of
superintendence , overhead, other profit, general
and all other expense not included in (1) , (2) ,
( 3 ) , and ( 4 ) above. The Contractor shall keep
accurate cost records on the form and in the method
C4-4 ( 2 )
sugges ed by the Owner and shall give the Owner
• access to all accounts , bills , vouchers , and
records relating to the Extra Work.
No "Change Order" shall become effective until it has been
approved and signed by each of the Contracting parties.
No claim for Extra work of any kind will be allowed unless
ordered in writing by the Owner . In case any orders or
instructions , either oral or written, appear to the Contractor
to involve Extra Work for which he should receive
compensation , he shall make written request to the Engineer
for written orders authorizing such Extra Work, prior to
beginning such work.
Should a differe.ice arise as ' to what does or does not
constitute Extra Wort, or as to the payment thereof, and the
Engineer insists upon 'its performance , the Contractor shall
p r oceed with the wcrk after making written request for written
orders and shall keen an accurate account of the actual
reasonable cost t =reof as provided under method ( item C ) .
Claims for extra work will not be paid unless the Contractor
shall file his cla=m with the Owner within five ( 5 ) days
before the time fc_ making the first estimate art__ such work
is done and unless the claim is supported by satisfactory
vouchers and certified payrolls covering all labor and
raaterials expended upon the said :Extra Work.
The Contractor c..all furnish the Owner such installation
=ecoids of all dev:a_:ons from the original Cort_ac_ Documents
as may be necessary to enable the Owner to prepare for
permanent record a corrected set of plans showing the actual
.� installation.
The compensation agreed upon for ' extra work' whether or not
iniitiated by a 'change order ' shall be a full, co-,uplete and
final payment for all costs Contractor incurs as a result or
relating to the change or extra work, whether said costs are
known , unknown, foreseen or unforeseen at that tame, including
without limitation, any costs for delay , extended overhead,
ripple or impact cost , or any other effect on changed or
unchanged work as a result or the change or extra work.
C4-4 . 6 SCHEDULE 0-7 OPERATIONS : Before commencing any work
under this contract, the Contractor shall submit to the Owner
and receive the Owner ' s approval thereof , a "Schedule of
F Operations , " showing by a straight line method the date of
commencing and finishing each of the major elements of the
contract . There shall be also shown the estimated monthly
cost of work for which estima-es are to be expected. There
C4-4 ( 3 )
shall be presented also a composite graph showing the
anticipated progress of construction with the time being -
plotted horizontally and the percentage of completion plotted
vertically. The progress charts shall be prepared on 8-1/2" x
11 " sheets and at least five black or blue line prints shall
be furnished to the Owner.
C4 -4 . 7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT
FACILITIES: Within ten ( 10 ) days prior to submission of
first monthly progress payment , the Contractor shall
prepare and submit to the Owner for approval six copies of
the schedule in which the Contractor proposes to carry on
the work, the date of which he will start the several major
activities ( including procurement of materials, plans, and
equipment) and the contemplated dates. for completing the
same. The schedule shall be in the form of a time schedule
Critical Path Method (CPM) network diagram. As the work
progresses , the Contractor shall enter on the diagram the
actual progress at the end of each partial payment period
or at such intervals as directed by the Engineer. The
Contractor shall also revise the schedule to reflect any
adjustments in contract time approved by the Engineer.
Three copies of the updated schedule shall be delivered at
such intervals as directed by the Owner.
�s a minimum, the construction schedule shall incorporate
all work elements and activities indicated in the p_oposal
and in the technical specifications.
Prior to the final drafting of the detailed construction
schedule , the Contractor shall review the draft schedule
with the Engineer to ensure the Contractor' s understanding
of the contract requirements .
The following guidelines shall be adhered to in preparing
the construction schedule:
a. Milestone dates and final project completion
dates shall be developed to conform to time
constraints , sequencing requirements and
completion time.
b. The construction process shall be divided into
activities with time durations of approximately
fourteen (14 ) days and construction values not to
exceed $50 , 000 . Fabrication , delivery and
submittal activities are exceptions to this
guideline.
C4-4 ( 4 )
c. Durations shall be in calendar days an--' normal
holidays and weather conditions over the duration
of the contract shall be accounted for within the
duration of each activity .
d. One critical path shall be shown on the
construction schedule .
e. Float time is defined as the amount of time
between the earliest start date and the latest
start date of a chain of activities of the CPM
construction schedule . Float time is not for the
exclusive use or benefit of either the Contractor
or the Owner.
f. Thirty days shall be used for submittal review
unless otherwise speci Pied.
The construction schedule shall as a minimum be divided
into general catecrries as indicated in the Proposal and
Technical Specifications and each general cattecorl shall be
broken down into activities in enouch detail to achieve
activities- of app=;;x_.mately fourteen (14 ) days
For each general c tegorV, the canstructlon scheC::_e shall
identify all tzaaes or subcontracts whose zrk is
represented by ac=ivities that follow the gulC._:::eS of
this Secticn.
For each of the trades or subcontracts , the construction
schedule shall indicate the = ollowing -procu= _aents ,
construction a:,,: :=_acceptance activities and e.—tints in
their logical sequence for equip:hent and materials .
1 . Preparation and transmittal of submittals.
2 . Submittal review periods .
3'. Shop fabrication and delivery.
4 . Erection or i.stallation.
5 . Transmittal of manufacturer ' s operation and
maintenance inst:uc61ions .
6 . Installed equipment and materials testing.
7 . Owner ' s operator instruction ( if applicable) .
B . Final inspection.
C4-4 ( 5 )