HomeMy WebLinkAbout025520 - Construction-Related - Contract - Kebo Services, Inc.,
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hiu�t� ;,�. MALANGA, P.�.
Director of
Transportation and Aublic fNorks
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SOB �'cRRELL
City Nlanager
�C�NP1EY3i BAR�
Mayor
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�irectcr
Departmenf of �ngineering
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�3JN Gro�p, ��c.
C�r�su�t;nc� �r,gineer�
i��4 �Vi��i�r View C�urt, Suite " 10
Fo�t `�'ilortt�, Texas 76� 18-'121
P.JN No. 18-1248-00
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LEE C. i3R,aDLEY, JR., P.E.
Director
W3ter Jepar#menf
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City of Fort Worth, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME PAGE
12/21 /99 �*C-17784 I 30AZLE 1 of 2
SUBJECT AWARD OF CONTRACT TO KEBO SERVICES, INC. FOR MAIN 219 DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3,
CONTRACT 1) PART 7, UNIT 3
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Kebo
Services, Inc. in the amount of $505,839.00 for Main 219 Drainage Area Sanitary Sewer System
Rehabilitation and Improvements (Group 3, Contract 1) Part 7, Unit 3.
DISCUSSION:
On May 13, 1995 (M&C C-14834), the City Council authorized the City Manager to execute an
engineering agreement with RJN Group, Inc. to prepare plans and specifications for the reduction of
inflow/infiltration in the sanitary sewer Main 219 drainage area.
This project is part of the City's Integrated Wet Weather Wastewater Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The project is generally bound on the north by Azle Avenue, on the south by NW 24th Street, on the
east by Rosen Avenue and on the west by Ephriham Avenue. The neighborhood streets that will be
impacted by construction are Ephriham Avenue and NW 26th Street.
The proposed improvements consist of the replacement of approximately 2,600 linear feet of 8-inch
diameter sewer pipe.
The project is located in COUNCIL DISTRICT 2, Mapsco 61C, D, G and H.
The project was advertised for bid September 16 and 23, 1999. On October 14, 1999, the following
bids were received:
BtDDER
Kebo Services, Inc.
William J. Schultz, Inc.
d/b/a Circle "C" Construction Company
Cleburne Utility Construction Company
B & H Utilities, Inc.
AMOUNT
$505,839.00
566,814.00
573,554.50
665,213.00
TIME OF COMPLETION
100 Calendar Days
In addition to the contract cost, $36,000.00 is required for inspection and survey and $16,000.00 is
provided for project contingencies.
Kebo Services, Inc. is in compliance with the City's M/WBE Ordinance by committing to 10% M/VVBE
participation. The City's goal on this project is 9%.
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DATE
12/21 /99
SUBJECT
City of Fo�t WoYth, Texas
Mayor and Council,
Communication .
REFERENCE NUMBER LOG NAME PAGE
*�`C-i 7784 I 30AZLE 2 of 2
AWARD OF CONTRACT TO KEBO SERVICES, INC. FOR MAIN 219 DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3,
CONTRACT 1) PART 7, U N IT 3
FISCAL INFORMATION/CERTIFICATION:
The Firlance Director certifies that funds are available in the current capital budget, as appropriated, of
the State Revolving Fund-Sewer.
MG:j
Submitted for City Manager's
L'ff:ce by:
Mike Groomer 6140
Originating Department Head:
I FUND I ACCOUNT I
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CENTER I AMOUNT
CITY SECRETARY
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A. Douglas Rademaker 6157 I(from) APPROVED 12/21/99
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DATE
12/21 /99
SUBJECT
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City of FoYt WoYth, Texas
Mayor and Council.
Communication �
REFERENCE NUMBER LOG NAME PAGE
**C-'� 7784 I 30AZLE � 3 of 2
AWARD OF CONTRACT TO KEBO SERVICES, INC. FOR MAIN 219 DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3,
CONTRACT 1) PART 7, UNIT 3
I PE42 541200 � 070420416930 $505,839.00 �
I Additional Information Contact: �
A. Douglas Rademaker 6157
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CITY OF FORT WORTH
DEPARTMRENT OF ENGINEERING
September 29, 1999
ADENDiTM NO. 1
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TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
MAIN 219 DRAINAGE AREA
SANITARY SEWER SYSTEM
REHABIL[TATION AND IMPROVEMENTS .
SEWER PROJECT NO. PS46-070460410090
PART 7
U:`TIT I D.O.E. NQ. 2551
UNIT 2 D.I.E. NO. 2555
iJNIT 3 D.O.E. NO. 2556
Bid Receipt Date — October 14, 1999
1. Bidders are hereby notified of the following:
On the Detailed Notice To Bidders and item No. 11 of the Special Instructions to
Bidders (Water Department) prospective bidders shall revise the ftrst sentence of
the paragraph pertaining to M/WBE requirements to read as foilows: "In
accordance with the City of Fort Worth Ordinance, No. 13471, as amended by
Ordinance No, 13781 the City of Fort Worth has goals......."
No other parts of the plans or contract documents are hereby changed.
This Addendum forms a part of the Contract Document referenced above and modifies
the original Contract Documents. Acknowledge receipt of this Addendum on the space
provided below, on paae Part B— proposal and note on the outer enve(ope of your bid.
Failure to acknowledge receipt of this Addendum could subject bidder to disqualification.
RECEIPT ACKNOWLEDGED:
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Department of Engineering
Rick Trice, P.E.
Manajer, Consultant Services
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Addendum No. 1
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September 29, .1999
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CITY OF FORT WORTH
DEPARTMRENT OF ENGINEERING
ADENDUM NO. 1
a TO TI� SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
MAIN 219 DRAINAGE AREA
O SAMTARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS
SEWER PROJECT NO. PS46-070460410090
a � PART 7 ,
UMT 1 D.O.E. NO. 2551
UNIT 2 D.I.E. NO. 2555
� LTNIT 3 D.O.E. NO. 2556
Bid Receipt Date — October 14,1999
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1. Bidders are hereby notified of the folIowing:
On the Detailed Notice To Bidders and item No. 11 of the Special Instructions to
Bidders {Water Department) prospective bidders shall revise the first sentence of
the paragraph pertaining to M/WBE requirements to read as follows: "In
accordance with the City of Fort Worth Ordinance, No. 13471, as amended by
Ordinance No, 1378I the City of Fort Worth has goals......."
No other parts of the plans or contract documents are hereby changed.
This Addendum forms a part of the Contract Document referenced above and modifies
the original Contract Documents. Acknowledge receipt of this Addendum on the space
provided below, on page Part B— proposal and note on the outer envelope of your bid.
Failure to acknowledge receipt of this Addendum could subject bidder to disqualification.
RECEIPT ACKNOWLEDGED:
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Department of Engineering
Rick Trice, P.E.
Manager, Consultant Services
By: / v n S i� � ��
/� R�j� '(�� c�
Addendum No. 1
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CONTRACT DOCIJi�NTS
MAIN 219
DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS
5EWER PROJECT NO. PS46-070460410090
PART 7
Unit 1, D.O.E. No. 2551
Unit 2, D.O.E. No. 2555
Unit 3, D.O.E. No. 2556
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
SEPTEMBER 1999
I hereby state that these Contract Documents were
prepared under my direct supervision and that I am a
duly Registered Professional Engineer under the laws of
the State of Texas.
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MD SHAMSUL AREFIN
Date: C(' `t���'� Registration No. 83867
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Contractor
Z�c�l �I�M�ae �4 �?.rp3
Street Address
F-osr �fleT+t I x 7� 11 �
City & State
��! 7• ?3?- �031 817� 737-33/� �,�x
Telephone
A,� T,�o�, �«M��
Contact Person
CONTRACT DOCUMENT5
MAIN 219
DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS
SEWER PROJECT NO. PS46-070460410090
PART 7
Unit 1, D.O.E. No. 2551
Unit 2, D.O.E. No. 2555
Unit 3, D.O.E. No. 2556
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
RJN GROUP, INC.
CONSULTING ENGINEERS
FORT WORTH, TEXAS
SEPTEMBER 1999
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TABLE OF CONTENTS
M-219, PART 7
Part A- Notice to Bidders
Detailed Notice to Bidders
Special Instructions to Bidders
Part B- Proposal and M/WBE Section
Part B1 - Proposal - Unit 1:
M/WBE Specifications - Unit 1
Part B2 - Proposal - Unit 2:
M/WBE Specifications - Unit 2
Part B3 - Proposal - Unit 3:
M/WBE Specifications - Unit 3
Part C -
Part C1 -
Part D -
Part DA -
General Conditions
Supplementary Conditions
Special Conditions
Additional Special Conditions
Standard Details
Part E - General Specifications for Water Department Projects
.(Not Bound Herein)
Part F - a. Certificate of Insurance
b. Contractor Compliance with Worker's Compensation law
c. Payment Bond
d. Performance Bond
e. Maintenance Bond
Part G -
APPENDIX A
APPENDIX B
Contract
- SRF Requirements
- Permits and Easements
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UNTT 3, D.O.E. NO. 2556
� I7NIT 1— 168 L.F. of 12" D.I.P open cut, 448 L.F. of 12" PVC open cut,1180 L.F. of 15" PVC
open cut,150 L.F. of 16" D.I.P. open cut,161 L.F. of 16" D.I.P. other than open cUt,10
L.F, of 6" PVC open cut,10 Manholes and Related Appurtenances.
� TJNIT 2 —
� UTIIT 3 —
PROJECT NO. PS46-07046U41Q090
PART 7— UNTT 1, D.U.E. NO. 2551
UNI'T 2, D.O.E. NO. Z555
272 L.F. of 12" D.I.P open cut, 37� L.F. of 12" PVC open cut, 661 L.F. of S" PVC open
cut,15 L.F. of 6" PVC open cut, 9 Manholes and Related Appurtenances.
1544 L.F. of 8" D.I.P other than open cut, 97S L.F. of 8" PVC open cut, 42 L.F. of 6"
PVC open cut,14 Manholes and Related Appurtenances.
� Addressed to Mr. Bob Terrell, City Mana.ger of the City of Fort Worth, Texas, will be received at
the Purchasing Office until 1:30 p.m., Thursday, October 14. 1999, and then publicly opened and
read aloud at 2:00 P.M. in the Council Chambers.
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NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: MAIN 219 DRAINAGE AREA SA1vITARY SEWER
SYSTEM REHABILITATION AND IMPROVEMENTS
Plans, Specifications and Contract Documents for this project may be obtained at the office of the
Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,
Texas. One set of Plans and Documents wi11 be provided for the deposit of Fifty Dollars
($50.00). A pre-bid conference will not be held.
Bidders shall not separate, detach or remove any portion, segment or sheets from the
contract documents at any time. Bidders must complete the proposal sections and submit
the complete specifications book or face rejection of bid as non-responsive.
For additional information concerning this project, please contact NIr. Md Shamsul Arefin, P.E.
RJN Group, Inc., at (817) 595-2199 e�. 18 or Mr. Rakesh Chaubey, P.E., Project Manager, at
(817) 332-5474 e�. 40.
Advertising Dates:
Sentember 16_ 1999
Sebtennber 23. 1999
Fort Worth, Texas
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DETAILED NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: MAIN219
DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPRO VEMENTS
SEWER PROJECT NO. PS46-070460410090
PART 7- Unit 1, D.O.E. No. 2551
Unit 2, D.O.E. No. 2555
Unit 3, D.O.E. No. 2556
Addressed to Mr. Bob Tenell, City Manager of the City of Fort Worth, Texas, will be received at the
Purchasing Office unti11:30 P.M., Thursday, October 14, 1999, and then publicly opened and rea.d
aloud at 2:00 P.M. in the Council Chambers. Plans, Specifications and Contract Documents for this
project may be obtained at the office of the Department of Engineering, Municipal Office Building,
1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to
prospective bidders for a deposit of Fifty Dollars ($50.00).
All bidders will be required to comply with Provisions 5159a of "Vernon's Annotated Civil Statutes"
� of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No.
7278, as amended by City Ordinance No. 7400, prohibiting discrimination in employment practices.
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A pre-bid conference will not be held.
Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders.
The major items of work on the above project are:
UNTT 1— 168 L.F. of 12" D.I.P open cut, 448 L.F. of 12" PVC open cut,1180 L.F.
of 15" PVC open cut, 150 L.F. of 16" D.I.P. open cut, 161 L.F. of 16"
D.LP. other than open cut,10 L.F. of 6" PVC open cut,10 Manholes and
Related Appurtenances.
iTNIT 2— 272 L.F. of 12" D.I.P open cut, 370 L.F. of 12" PVC open cut, 661 L.F.
of 8" PVC open cut, 15 L.F. of 6" PVC open cut, 9 Manholes and
Related Appurtenances.
UNTT 3— 1544 L.F. of 8" D.I.P other than open cut, 975 L.F. of 8" PVC open cut,
42 L.F. of 6" PVC opeu cut,14 Manholes and Related Appurtenances.
DNTB(1)
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DETAILED NOTICE TO BIDDERS
Included in the above will be all other miscellaneous items of construction as outlined in the Plans
and Specifications.
The City reserves the right to reject any and/or all bids and waive any and/or all formalities.
AWARD OF CONTRACT: No 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 wi11 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.
This document is designed as three (3) separate contract documents and proposals and shall not
D be construed as being a package. The Proposal Sections are designed as three (3) separate
proposals and are arranged in Units to be awarded to the responsive low bidder for each Unit. If
the Contract or submits a bid on one proposal and is the lowest proposed price total, the
� Contractor will be the apparent successful bidder for the individual proposal Unit. Contractors
may bid on any or all the Units.
n Time on all Units awarded will run concurrently. If the Contractor is low bidder on more than
'�-� one unit, his time for all Units awarded to him will be the longest time allowed for any single Unit
awarded to him.
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Bidders are responsible for obtaining all addenda to the contract documents and acknowledging
receipt of the addenda by initialling the appropriate spaces on the PROPOSAL form. Bids that
do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information
regarding the status of addenda may be obtained by contacting the Department of Engineering at
(817)871-7910.
"Any contract or contracts awarded under this Detailed Notice to Bidders is expected to funded
in part by a loan from the Texas Water Development Board. This contract is contingent upon
release of funds from the Texas Water Development Board. Niether the State of Texas nor any
of its departments, agencies, or employees is or will be a part to this Detailed Notice to Bidders
in any resulting contract. "
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
ihe complete specifications book or face rejection of the bid as non-responsive.
� In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has
goals for the participation of minority business enterprises and women business enterprises
in City contracts. The Bidder shall submit the M/WBE UTILIZATION FORM, PRIlVIE
� CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM
("Documentation"), as appropriate. The documentation must be received by the contracting
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DETAILED NOTICE TO BIDDERS
department no later than 5:00 P.M. five (5� business days after the bid opening date. The
bidder shall obtain a receipt from the appropriate employee of the contracting department
to whom the delivery was made. Such receipt shall be evidence that the Documentation was
received by the City.
The Managing Department for this project is the Department of Engineering.
For additional information concerning this project, please contact Mr. Md Shamsul Arefin, P.E.
RJN Group, Inc., at (817) 595-2199 ext. 18 or Mr. Rakesh Chaubey, P.E., Project Manager, at
(817) 332-5474 ext. 40. .
BOB TERRELL
CITY MANAGER
GLORIA PEARSON
CITY SECRETARY
A. Douglas Rademaker, P.E., Director
DEPARTMEN F ENGINEERING
$y; �J u G,
� Rick Trice, P.E.
Manager, Consultant Services
ADVERTISING DATES
Sentember 16, 1999
Sentember 23, 1999
Fort Worth, Texas
DNTB(3)
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SPECIAL Il�ISTRUCTiON TO BIDDERS
(WATER DEPART'11�NT)
t. : All contra,cLors submitring bids ara required
to be prcqualified by the Fort Worth Watu Department prior to submitting bids. This
prequalification procass will establish a bid limit based on a txtuucal evzIuation and
finas�cial analysis of the cocitracsor. It is the bidder's responsibility to submit the following
documeritation: a current financial statemerit, an acctprable ezperience rabrd, an
acx,e�rable oquipment schedule and any othcr documents the Department may daem
necessary, to the Dirxtor of ihe �Vatu Degariment ai least scvezi (� ralesidar days prior
to the date of the oprning of bids.
(a) The financial sta�ement requi�d shall have bca� �...,t.a..,J by an inde�ndeat certified
public accountaat or an indepeadent public �ccountant holding a valid pamit issued
by an apptnpriata State lias�sing agency at�d shall have beeti so r-.z,�..,� as to nfled
the financial st�s of the submitting company. 'i�is stazement musi be currant aad not
more thaa one (1) yrar oId In the ��se that a bidding date ialls within the time a new
statemeat is beinS Prcpazed, tha �Cr+�vious statemeat �shall be updated bY P�P�
vaification. .
(b) For an cxperiaxx rec�r� b� be �iderod to be a�cxptable for a giveu praject, it must
� refl,a;t �e �paia�ce of the firm ser�dng qualificasioa in wor3c of both the same natun
and txhnical l�ve2 as that of the projxt for which bids are t�o be raxived.
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(c) 'Ihe DirecLor of the Watrs Department shall be the sole judge as to the accc�tability
for finuicial qaalification to bid an any Fort Worth Watrr Departmait projoct.
(� Bids rxeived in ezc�ss of the bid limit shall be considerrd non-nsponsiva and w�l be
r�jxted as such.
{e) The City� in it's sole discration, may rajxt any bid for failure to demonstrate
experience and/or ezpertise.
(f} My proposals submiti�d by a nori-prcqualified biddcr shall be re�med unopened, as�d
if inadvertendy openod, shall not be considered.
(g) The Ciry will utempt to notify pmspective bidders whose qualifications (financial or
� � expvieacx) are not dcem�d to be appropriate t� the nature and/or magnitude of the
project on which bids ue to be rxeivod. Failure to nodfy shall not be a waiver of �y
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necessarY P��cadoe. _i_
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2. : A cuhiv's chocY or �axptable bidder's bo�d payable to the City of
Fort Worth in �rt unvunt of aot kss ttt�rt f�ve pe�tt (S %) of the L1r�pt �possibie totzl of
the bid submitted must �ccompany ti�e bid, and 'u subjoct to forfeiture in the event the
sucrassful bidder fails to ezxute the ContrLct Documasts within (10) daya aft�es the
contract has b�en awuded. To be an acctptabJe svrety on the bond, (1) the name of the
surety shall be included on the curnnt U.S. Trcisury� or (2) the surr.ty must have capital
and surpIus equal to ten times the iimit of the bond. 'I'ho surety must ba Iicznsed to do
busirxss in the State of T'czas. 'IiYe amount of the bcmd shall not ezceed the amount shown
on the Tr�asury list or one-tenth (1/10) the total capital and surplus.
3.
4.
BONDS: A pexformaricx bond, a paymem bond and a mainteaancx bond each for one
hundred (10096) percait of the contra,d priec will be r�quirtd, Refennce C 3-3.7.
WAGE RATF : Not less than the prev�iIing wage raGes Gstabl.ished by the City of fo�t
Worth, Te�as and as set forth in the coatract documents must. be paid on this projax.
S. A�iGITITY: In fhe case of ambiguity or Iac3c of cleamess in stating prias in the
Proposal the City reservcs the right to adopt the most �dvantageous construction thr,nof
to the City or to rejxi the Proporal.
0 ; 6. �IDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
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7. r10NRFSIDIIVT 3IDDERS: Pursuaat to Article 60Ig, Tc�cas Revised Civil StatuCes, the
� City of Fort Wortb will not award thia contzact to a nonresident bidder unless the
nonneside�t's bid is lower thaa the lowesi bid submitted by a responsible Texas resideat
bidder by th� same amou:tt tilat a Tex.as t�sidait bidder would be raquired to un�ierbid i
nonresidait hidd�r to obtain a comparable cantrut in the State in which ihe naaresideat's
principal place of business is locatai.
'Nonr�siderit bidder' means a biddu whose principal placa of business is not in the State
of Texas, but ezcludes a contractor whose ulrimate parent company or majoriry owner has
its principal place of business in the State of Tezas.
Ttus provision does not apply if this contract involv�s Fcderal funds.
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'I�e �t�propriate blanks of the Proposal must be fillod out by all nonresider�t bidders in
0 order for the bid to mat specificztions. The failuro of a noruesident cantca�ctor to do �o
will zutomatically disqualify that biddu.
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pg�: If the cantract amount is S2S,000 or less, the contract amount siiall be paid
within forty-five (4� calendar days after completion and acccptanca by the Ciry.
9. ��: In accordanca with the poIicy ('PoIicy') of the Ezecutive Branch of the Federal
Governrrsrnt, Contracxor covenants that ndthrr it, nor any of its officers, membas, agaits,
emploYers, Program participants or subcontractors while es�gaged in performing this
contract, shall, in oonn�ction with the employmerit, advancement or discharge of
employees in cannearon with the terms, conditions or privilegGs of their employmeat,
discriminate against pasons baxuse of thGir age a�ccpt on the hasis of a bona fide
occupational qualification, retirameat plan, or statutory raquiremenG
Contract�or f�uther «�veaants that neither it nor its officus, members, agents, employees,
subcontractors, Progiam Participants, or persons acting on their behalf, shall sp�ecify, ia
solicitations �or advettisemeats for empioyxs to worY on this contiact, a mazimum age
limit for such employmeat unless the spxified mazimum age limit is b�sed upoa a boaa
fide occupational qualification, retirem«it plan or statutory rcquirements.
Contracior warr�nts it will fully comply with the golicy and will deferid, indemnify aad
hold City harmless against any claims or allegations assertcd by third parties or
� subcantractors arid/or its subcon�actors' alleged failure to comply with the above
refer�nad Policy coneerning age discrimination in the p�sformancc of this agrxmea�
i0. : In aocordance wit� the provisions of the Amaicans With Disabilities Ac,i
of 1990 ('ADA'), Cont�actor wairants ihai it and any and all of its subcan�act�ort w�l nat
unlawfiilly discriminate on; th� basis of disabiiiry in the provision of sarvices to the
gesiaal pubIic, nor in the availability, terms and/or cand.itions of employment for
a�pplirants for employment with or employees of Conhra�ctor or any of its subcontractors.
Contractor vrarrants it will fully comply with thc ADFA's provisions and any other
a�plicable Federal, State and local laws cancerning disability and will defesid, indemnify
and hold City harmIess against any claims or allegations asserted by third parties or
subcoatracsorz against City uising out of conaactor's and/or its subcontractors' zlleged
failure to comply with the ahove referenccd Policy concerning age discriminadon in the
performar�cs of this agrrement.
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11. W RISES: In accordance with the City
of Fort Worth Ordinance No. 11923 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 obtainad &om the Office of the City Secretary. The bidder shali
submit the MBE/WBE UTILIZATION FORM, PRIME CONTR.ACTOR WANER FROM
and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The
documentation must be received no later than 5:00 P.M., five (5) City business days after the
�id opening date. The bidder shall obtain a receipt &om 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
nonresponsive.
Upon request, Contractor agrees to provide the Owner complete and accurate information
regarding actual work performed by a Minority Business Enterprise (MBE) and/or a 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 acival work performed by an MBE and/or WBE. The misrepresentation
of facts (other than a negligent misrepresentation) and/or the commission of fraud by the
Contractor will be grounds for termination of the contract and/or initiating action under
appropriate federal state or Iocal laws or ordinances relating to false statements. Further,
any such misrepresentation (other than a negligent misrepresentation) and/or commission of
firaud will result in the Contractor being determi.ned to be irresponsible and barred from
participating in City work for a period of time of not less than three (3) yeazs.
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Unit 1 - Construction
M/WBE Specifications
Proposal
Unit 2 - Construction
M/WBE Specifications
Proposal
Unit 3 - Construction
M/WBE Specifications
Proposal
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� • ATTAC��VIENT 1A
Pa�e 10[2
C't Of FOrt WO h, �'t �T 0 F '� �
Minority and Women �usiness Ent�r������S�i����cations �
MBE/WBE UTlLIZA�� 15 A�l 10 1.8
%�'4o S6Rd�c�s S �. /o/ �i%
PRIME COMPANY N�ME BID DATE .
%��a2�9 ��,r ? un��r 3 �s 5�G - �1a5�6a�fl� �'30 .
PROJECE NAME PROJECT NUMBER
.;>: � :.::.::.:::.:.:::::.::.,.:;>: :;:.:..::.: .:::,.::..�:>.:..;:::
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..Com an <;�ame�>�:Confact:n�me <:
:.::. ...... . .... ...... . ...:.. ...... .. ..... .. :.. . . . ......:
... .........P. ....Y .. ............, .. ... ............... ........ ..
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en >::`::3I1f ::;:
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:::.
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(') Acceptabfe certitying �gencles, please specKy: (NCTRCA) No�th Certhxi Tex�s Reglonal Ce�tiflcntion Agency
(TXDOT� Texas Departrnerrt ot Transportatton (Highway Divislon)
(") ONy flrat and aecond tier acceptaWe ' M/WBEa must be located In the 9(nine) county marketplace or
currently doi�p buslnesa in the marketplace at Ume of bld. •
7HIS FORM �UST BE RECEIVED 8Y THE MANAGING DEPARTMENT BY 6:00 pm, FNE (5) CtT1( BUSINESS
DAYS AFTER BID OPENING
DRe�. �H6196
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ATTAC��I�NT lA.
Pa=e 2 0[2
. c�t� of For� wortn �
Minority and Women usiness Enterprise Specifications
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Ct31 . �.,,.. .5�� e
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:<��Address��:a d::T�ie ho e; YYBE�::A�::::;:�1 n v,>,n:.;:<.�1f.oi�k>>��<:>:;:.�n;< �;'�I�� .:�1�#iiia�tit
:.... n . n No �<::�:>., .rv.
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� :.::.... . :.:: ........ ....................................... ...................... ..........................;.^•:�
D The bidder furthec agrees to provide� directfy to the City upon request, comp[ete and accurate
information regaMing actual work pertormed by all subcontractors, including MBE (s) and/or WBE(s)
amangements submitted with this bid. The bldder atso agrees to allow an audit and/or examination of
D � any books, records and files hetd by their company that wilf sustantiate the actual work perfornned by
the MBE(s) and/or WBE(s) on th(s contract, by ar� authorized �officer or empioyee of tyhe City. �Any
willful misrepresentation wii{ be grounds for terminating the contract or debarment from City work for
D a perlod of not tess thaa three (3) years and %r tntiating �ction under Federal, State or Local laws
concerning false stateinents.
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L MBEs and WBEs MUST BE CERTIFtED BY THE C[TY BEFORE CONTRACT AWARD
/�E/�p ���/'�ES, �� .
Authorized Signature Company Name
Pi��OBNr' / ��� /!`'-r>'
Ttle � Date
Rev. 7N 6196
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PART B3 - PROPOSAL
UNTT 3 CONSTRUCTION
(This proposal must not be removed from this book of Contract Documents.)
TO: Bob Terrell
City Manager
Fort Worth, Texas
PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by
the City, equipment and labor for the installation of various sanitary sewer improvements,
including replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all
necessary appurtenances and incidental work to provide a complete and serviceable project
designated as:
Main 219
Drainage Area Sanitary Sewer System
Rehabilitation and Improvements
Part 7, Unit 3
Project No. PS46-070460410090
D.O.E. No. 255b
The major work on this Qrvject shall consist of
DU1�TIT 3: 1544 L.F. of 8" D.I.P other than open cut, 975 L.F. of 8" PVC open cut,
42 L.F. of 6" PVC open cut, 14 Manholes,
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and all necessary appurtenances and incidental work to provide a complete and serviceable
project.
Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly
examined the Contract Documents, including plans, special contract documents, and the General
Contract Documents and General Specifications for Water Department Projects, the site of the
project and understanding the amount of work to be done, and the prevailing conditions, hereby
proposes to do all the work, furnish all labor, equipment and material except as specified to be
furnished by the City, which is necessary to fully complete the work as provided in the Plans�and
Contract Documents and subject to the inspection and approval ofthe Director of the Department
of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal
to execute a contr�ct and furnish an approved Performance Bond, Payment Bond, Maintenance
Bond, and such other bonds, if any, as may be required by the Contract Documents for the
performing and completing of the said work. Contractor proposes to do the work within the time
stated and for the following sums:
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PART 7
IJNIT 3
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH Ul�TIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
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1544 LF
290 LF
975 LF
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8" D.I. Sewer Pipe, by other than
open cut
�,J a ��v�a 2 �D
Dollars &
�� Cents per LF
*4" PVC Sewer Pipe in Private Property
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Dollars &
�� Cents per LF
*8" PVC Sewer Pipe, open cut
(All Depths)
S�✓��,✓� ' � GJ ,�
Dollars &
/�� Cents per LF
Unit 3 - 1
a
$�v�� $3o�,p�o�=
$ 28'°� $ � /Z� ``
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$ 7Z�$�ZD��
* Contractor must complete
City Approved Product Form
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PART 7
LTNIT 3
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
4
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72 LF
162 LF
*6" PVC Sewer Pipe, open cut
(All Depths)
s, ��,� � �,�
Doll�s &
�✓� Cents per LF
*4" PVC Sewer Service Pipe
�
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Dollars &
/1�`a Cents per LF
�
10 EA Install Cleanout on Private Property
(2 C.O. Per Service Connection on
Relocated Sewers)
�� n �� �,� � ��a �, ��
f Doll�s &
�� � �. �-
' Unit 3 - 2
* Contractor must complete
City Approved Product Form
$ �s,��$ y,��a��
$ 2 Y � $ .3, ��'� °=
$ 2�� �� $ 2�sav �
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PART 7 �
UNIT 3
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH ITNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
7
60 LF
4" D.I. Sewer Service Pipe
�
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Dollars &
Cents per LF
�►%�
8
0
27 EA
3 TON
4" Service Tap on PVC Pipe
� � � �'� �✓0 /L,� q
% i �' � Dollars &
GJ� Cents per EA
D.I.P. Fittings
�
�v /�r-od1�,�/D �i v�
��rlNe� c9 Dollars &
6V � Cents per TON
Unit 3 - 3
$Z�� $l,��a°�
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$ !�-�v � $ �� �s� �1
0
$ 2 �j�� % $ ��� a�
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PART 7 , -
IJNIT 3 _
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
iI�]
11
12
2EA
2681 LF
2556 LF
6" Service Tap on PVC
%r-� 2 � ��� �a a � �
�i G� Dollazs &
N` � Cents per EA
Pre-Construction Cleaning and Television
Inspection of Sanitary Sewers
�
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$ ,.3Sv ` $ �a� —
Dollars &
-�D Cents per LF $�� $-� 3� 2 B o
Post Rehabilitation Television Inspection
� �
Dollars &
/� D Cents per LF
�
Unit 3 - 4
$ 2 ' $ ��/2 °o
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ITEM
13
14
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PART 7
UlvIT 3
A,PPROXIMATE DESCRIP'TION OF ITEMS WITH UNIT AMOUNT
QUANTITY BID PRICES WRITTEN IN WORDS PRICE BTD
10 EA
19 VF
��
48" Diameter Standard Sanitary Manhole,
0' — 6' Deep
�
� v.� %�/fv vs �-.� �
Dollars &
/i/�D Cents per EA
48" Diameter Standard Sanitary Manhole,
Additional Depth
��w� ��������
Doll�s &
/�� Cents per VF
48" Diameter Drop Sanitary Manhole
0'-6' Deep
� � S��
/ c.> � ��o os� .o
I-�JND� ���;� DO���S &
Cents per EA
Unit 3 - 5
$Z�D�J'$ Z�Oc�v°�
$ /av °= $ l, �oo � o
�?�s��$�o��'
PAR.T 7
LTNIT 3
PAY APPROXINiATE DESCRIPTION OF ITEMS WITH LTNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
16
17
19 VF
14 EA
48" Diameter Drop Sanitary Manhole
Additional Depth
�i✓� I�Jr�� 2 t9
�i r � Dollars &
�% a Cents per VF
Vacuum Test Manhole
0,✓.c ���,JD /L ��
Dollars &
y` ° Cents per EA
fE:3
14 EA
Watertight Manhole Insert
�N�
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Dollars &
Cents per EA
$ �S� '� $ 2, �S� °=
� v D�
$ /v� — $ l, Yd r� —
$�.° $ �, ydv �=
Unit 3 - 6
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PART 7
ITNIT 3
PAY APPROXIMATE DESCRIPTION OF ITEMS WZTH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
19
4 EA
Remove Existing Manhole
20
21
3 EA
12 EA
�
�1..3� C�"✓�0 Q.G'g
/ i F � Dollars &
/�� Cents per EA
Abandon Existing Manhole
��
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�� �
����✓0 2��
Dollars &
Cents per EA
Concrete Manhole Collar
Per Figure 121
��v o �� v i✓Y1 /� �`9
�� /'1� Dollazs &
i✓� Cents per EA
Unit 3 - 7
'� =
$ 2So � $ /. D� �
$ ZSD �y$ %S� °-
O
$ Z,s'v % $ ,�, D � v ° �
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PART 7
iJNIT 3
PAY APP120XIMATE DESCRIPTION OF ITEMS WITH UNIT AM�UNT
ITEM QUAN'iITY BID PRICES WRITTEN IN WORDS PRICE . BID
22
23
220 LF
33 SY
Concrete Curb and Gutter Replacement
�r,�J � � � ' /� d v �2
Dollazs &
� � Cents per LF
Concrete Driveway Replacement
S�"1/� �/i Y - f"i �/�
Dollars &
�a Cents per SY
�
10 SY
�
Concrete Sidewalk Replacement
S�sv�.✓1`/ ' � ,/�
Dollars &
/�/� Cents per SY
Unit 3 - 8
0
$ Z�°� $�Z�v°
$ %S� $ 2, j�S ��
$ �s ' $ �-�� r
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PART 7
UNIT 3
PAY APPROXINIATE DESCRIPTION O� ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
25 142 LF Asphalt Pavement Repair
per Figure 4
�
. �v �e �'Y - l �r2 �
Dollars &
/✓� Cents per LF
26
27
160 LF Concrete Pavement Repair
per Figure 1
�02� -�vrti
Dollars &
N�� Cents per LF
6 EA
Cut and Plug Sewer
wD /i�v�Q�l.c�
�t � Dollars &
� � Cents per EA
Unit 3 - 9
$ Y3 °= $ �, /o� °-
$ y8d` $ ���o �
$ 2S� �� $ �,S'vv °�
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PART 7
iJNIT 3
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH ITNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
28 20 LF Concrete Encasement
S� ✓� �J�'i
Dollars &
�� Cents per LF
29
968 LF
Trench Safety System
Greater than 5' Deep
���
Dollars &
��' Cents per LF
30
f17.'f:���
Hydro Mulch Seeding
Complete in Place
���
� �D
Dollars &
Cents per LF
u�t 3 - io
o" e�
$%4' $l�y��
D�
$ �-
.�
$ /°
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$ 1��� �
a
$ %�'
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PART 7
U1vIT 3
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH iTNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
31
40 LF
Bermuda Grass Sodding
Complete-in-Place
/
� �t/��
Dollars &
6�� Cents per LF
32
40 SY
6" Topsoil, Complete-in-Place
/-/ v�
33
fc�'�%�
Dollars &
/�� Cents per SY
Apply Protective Coating For Conosion
Protection, per DA-7, DA-12 and DA-13
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Doll�s &
/�O Cents per VF
Unit 3 - 11
$ .3' $ lZa ° o
$ ..�� $ 74C� °�.
�� O�
$�Jf $ %�d'.
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PAY APPROXIMATE DESCRIPTiON OF iTEMS W�TH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
34 8 EA Exploratory Excavation (D-Hole)
% �¢2�� t��0 2��
f 'i �%t/ Dollars &
TOTAL AMOUNT BID (UNIT 3)
(Forward Total to Page B-Summary)
PART 7
UIVIT 3
$ ��..5� �3 /`'. �-
j d�' /�✓r�D a� D Z"/d� T—i6� d.r�D
���� ��ae�-a nt�2�-�-�,,�� ��°/r�o A����f
(In Writing)
DNOTE:
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A BID MAY BE SUBMITTED ON EITHER LJNIT 1 OR LTNIT 2 OR UNIT 3
OR ALL iTNITS AT THE CONTRACTOR'S OPTION
BIDDER MUST COMPLETE
DOCUMENT ON PAGES
Unit 3— 12 and B-Summary
It is understood and agreed by the undersigned that the Owner reserves the unrestricted
privilege to reject any or all the foregoing unit prices in this paragraph which it may consider
excessive or unreasonable, or to accept any or a11 of them as unit prices applicable in the event
additions to or deduction from the work to be performed on this project are ordered by the
Owner. Rejection at any time of such Unit Prices for Construction changes shall not otherwise
affect the balance oithe Bid or Construction Contract. The selection of the lowest responsive
bid shall be based on the total amount bid.
Unit 3 - 12
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CITY APPROVED PRODUCT* FORM
* CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED:
STANDARD SPEC. SPEC. NO.
$� 2 �� E1-31 4" thru 30"
�' � R. 3 S E1-25 4" thru 15"
S9 Q 3� E1-27 4" thru 15"
E1-28 18" thru 27"
E100-2 18" thru 48"
Consult the "City of Fort Worth, Texas Standard Product List" .
Failure to provide the information required above may result in rejection of bid as, non-
responsive.
Only products or methods listed above will be allowed for use in this project. Any�
substitution shall result in rejection of bid as non-responsive.
iJNIT 3 - 13
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PAR7 B - PROPOSAL
Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond
and such other bonds as required by the ConVact Documents, for the faithful performance of this contract. The attached bid security in the
amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed
and delivered within the time above set forth, as iiquidated damages for the delay and additional work caused thereby.
The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General
Specfications 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 Specfic Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or
employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by
the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400.
(Complete A or B below, as applicable:)
A.
B.
The principal place of business of our company is in the State of
Nonresident bidders in the State of , our principal place of business, are required to be percent lower than
resident bidders by state law. A copy of the statue is attached.
Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders.
The principal place of business of our company or our parent company or majority owner is in the State of Texas.
This contract is issued by an orga�ization which qual'fies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited
Sales, Excise and Use Tax Act All equipment and materials not consumed by or incorporated into the project construction, are subject to
State sales taxes under house Bill 11, enacted August 15, 1992. The successful Bidder shall be required to complete the attached
Statement of Materials and Other Charges contractor at the time of executing the contract
The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to comolete the contract within:
PART 7, Unit 3— One hundred (100) Calendar Days
after the beginning construction as set forth in the written order to be fumished by the Owner. This project is included in the Administrative
Order issued by the U.S. Environmental Protection Agency, and contract completion within the above stipulated contract time will be strictly
enforced.
I(we) acknowledged receipt of the following addenda to the plans and specfications, all of the provisions and requirements of which have
been taken into consideration in preparation of the foregoing bid:
Addendum No. 1 (Initials)^'" Respectivelysubmitted,
Addendum No. 2(Initials) '�� o f���/j (� \S /i✓G
Addendum No. 3 (Initials)
Addendum No. 4 (Initials) ' BY
(S E A L)
Date: � D ' i �(— �7 �
``����utitnllrr�rrr�i�
`.```����.�� SERV/C��'r''.
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TiUe: �/Z f S� D Lr�✓'T
Address: g p p� !� r y� CJ CS T.f �/� �
j� wa 2� 1� �b ���
Telephone: �t��J �� —y0��
PART B - PROPOSAL
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UNIT 1 CONSTRUCTION
UNIT 2 CONSTRUCTION
UNIT 3 CONSTRUCTION
PART B - PROPOSAL (cont.)
BID SUMMARY
MAIN 219, PART 7
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CI-1.5
C1-'_.5
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CI-1.8
Ci-1.9
C1-1.10
�i-1.1?
C1-i.12
G1-i.13
C1-1.i4
G1-I.15
C1-1.15
C1-�.17
C1-1.I8
C1-1.19
CZ-1.20
CI-I.21
C1-1.22
CI-1.23
Ci-I.24
CI-I.25
C1-1.25
C1-1.27
C1-I.28
C1-1.29
C1-1.30
C1-1.31
�i-1.32
C2-2
C2-2.1
C2-2.2
C2-2.3
C2-2.4
C2-2.5
C2-2.6
P.AR2 C - GENERAL CONOITIONS
TABLE OF GONTENTS
NOVEMBER, l, 1987
TAHLE QF CONTEVTS
Dc� :'7iTi0cJ5
Oe`ini:ion c� Te_�s
Cor,t-a�_ Documents
Nctic� to Bidders
Froacsai
8:dce:
Ge^a:a'_ Ccr.di�ions
Special Conditions
Soecifications
Bond
�ontrac'. -
Pia^s
City
Ci�y Councii
Mayor
City Manager
Ci�y Attorney
Di:ector o� Public rorks
Di�ector, City Wate� Depa�t�ent
E.�q i Zeer
Cantractor
Sureties
Tne Wark or Pzaject
�Wcrkizg Day
Calenda: Day
Lecal Hc'•_iday
A�oreviations
Change Order
Paved S�reets and �Ileys
Unpave3 Stzeets and 71Sl�ys
City S�reets
Rcad�:ay
Gravel Street
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C�-1
C:-_
C1-'_
C1-1
C1-1
C1-I
CI-1
Ci-1
C? -1
C1 -�
C1-_
CI-i
G1-1
C1-1
C1-1
C1-1
C1-I
CI-I
CZ-1
C1-I
C1-1
C1-i
CI-2
CI-1
C1-1
C1-1
C? -2
C1-1
C1-1
C1-I
Ci-1
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I'+:'�RPR�TA:'IO[`I AND PREPARATION
OF PROPOS�L
P:oocsal Form
Ir,ce:oretation of Quantities
Exam;nation oE Centzact Oocuments
and Si�'
Submitting of ProQo531 � ••
Re;ec:.ion of Frepesals .
Bid Secu�ity
(1)
C2-2 (Il
C2-2 (1)
C2-2 (2)
C2-2 c 3 i
C2-2 (3}
C2-2 (3)
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G2-2.7 De:ive:y v: P�occsa� .
C2-2.8 Wit;�dra1ing P:cacsa:s
C2-2.9 Tz:���a�nic Mcd�`ication cf P:000sa?s
C2-Z.10 P��olic Cce:.ing ci P��pcsai
CZ-2.I2 Ir:e7u?a; P:cccsals
C2-2.12 O;sq�sa�i:ication oc Hid�e.s
C3-3 ?�nn=� A`70 :X?�'� �':CN Cr DCC'�t�!?V'"S
C3-3.I Ccnsice_a"_ion cf P:opcsals
C3-3.2 Mincri_y 9usi:^.ess Ezt�:�ise
Wc,;,e:z-�wne� Bus� :ess Ert�=�rise
c;�mc:i3;zc�
C3-3.3 E.;ual c:�oioy^�e.^.t P:ovisions
C3-3.4 w__:��=a�•a= c° P.cocsa?s
C3-3.5 A•�a: � o� Ccr.trac:.
C3-3.6 Return oF P:000sal Securities
C3-3.7 Hcnds
C3-3.8 Executicn of Contract
C3-3.9 Failure to Execut� Coat_ac�
C3-3.I0 Begizning kcrk
C3-3.1Z Znsurancfl
C3-3.I2 Cantractcr's Obligations
C3-3.13 Week?y Pay:oil
C3-3.14 Ccntrac_or's Contract Adrninistzation
C3-3.I5 Venue
C4-4 SCQP� aF WOR:�
C4-4.I Zntent o� Can�ract Dvcu�neats
C4-4.2 Sgecia? Provisicns
C4-4.3 Increased or Decreased Quantities
C4-4.� Alt?ra�ivn of Can�ract Dccsments
C4-4.5 Extra :ricr'.c
C�-4.5 Sc:�edule cf Cce���ians
C4-4.7 P.�gress Sc^e�u:es f�r Wate= aad
' Sewe� Piant racil:ties
CS-5 - CON'='?tCL OF WORR A�iD MATER�ALS
(:���.1 e'1L2�'.:'lO�lt.'J C� �'.7C��II2�a
CS-5 .2 Con `o::nity wit:� Plans •
C5-5.3 Coordinatior� o: Contract Documents
CS-5_,4 Ccocera=ion o: Coc�trac=cr
C5-S.5 E:�erge.^.cy and/or Ractitication Work
C5-5.b Fie1d Oc�ice
CS-5.7 C�ns*.ruction S�akes
�5-5.8 A�r�^�.:: i�y an� Du�ies o` Znsaectors
CS-�.9 I^specticn
CS-5.10 Ft_:acva� o� De:ective and Unauthorized
CS-S.li Substi_ut� Materials or Equipment
CS-S.I2 Samp? ils a;�d T�s�s of Mate: ia's
CS-5.i3 S�ocage cf Materia'_s
CS-5.14 Ex:s�i;ig Struc_u;es ar.d E7tilities
CS-5.I5 Z^te�:uption o: Se:vice
CS-5.15 Mu�ua'_ R�spcnsibility of Contractors
CS-5.17 Cl�anu�
C5-5.18 r i:��l I^specticn
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C3-3
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C3-3
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C5-5
CS-5
CS-5
CS-S
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CS-5
CS-5
CS-S
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C5-5
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C6-6.4
C6-6.5
C6-6.b
Cb-5.7
C5-6.8
�5-6.9
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Cb-5.1i
C6-6.12
C6-6.I3
C5-5.1�
C5-6.I5
G6-b.lb
C5-5.i7
C6-6.18
C5-5.19
C6-6.20
C5-b.21
C7-7
C7-7.2
C7-7.2
C7-7.3
C7-7,�
C7-7.5
C7-7.5
C7-7.7
C7-7.8
C7-7.9
C7-7.10
�7-7.11
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C?-7.13
C7-7.14
C7-7.15
C7-7.16
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C8-8.2
L�CAL R�LA;IONS ANO PUBLIC RESPONS28ILITY
Laws to be Obse:ved
pe:;nits and Licenses
Fa�ente� O�vices, Materials and Processes
Sani_ary P.ovisions
PubLic Sa`_�_y and Convenience
p;iviL�y�s o° Contractor in Streets,
A11eys, and R:ght-o�-'+�ay
Ra:L'�a'� Cr�ss�ngs
Ba::ica�es, wa_zings azd Watchmen
Use c� cx�ios:ves, droo Weight, e_c.
Work W:_`tin Ease�ents
Zndec�nden� C^���=actoc
Contractor's ResoonsiSility for
Damaga Claims
Contrac�cr's C?aim for Damages
Ad jus ���nen t.of Relocation oi Pnblic .
LJtl? ltl.?5� 9t�.
Temcocary Sewe: �rain Cannectiens
Arrangement and Ch3rges o£ Wa�er
Furnis:�ed by City
Use o� � Saction of ?crtion of the Woric
Cont�actor's Respons�bili�j for Wozk
NQ waiV�i di Legal Ragtit$
Parsonal Liability a= Pubiic Officials
S�ate Sales Tax .
PROSECUTZON ANO PRCGRESS
Subletting
Assignme�t oE Contract
P:csecution oF the work
Lim:ta_,cr.s o: Cceraticns
C:�a±ac�e= oF �icrk�aa and ECuipmeat
wo.k Sche�'u?e
Tirne eE Commencement and Compl�tion
Ez�=_nsion of time of Comoletion
De�ays
Time o� Completion
Sus�ension by �curt Order
Temoora:y S�s�e:�sion
Ter�nina�ion oE Contract due to
Nationa' E.�e.gency
Suspension a£ Abandonment of the
ricc �c a^c An:�s' ment of Contract
Fu' �i1L�nent o� Cont:act
Te-mination for Conv�.^.ieace o� the
Sa`?=y Me�ho�� and P:actices
M��: UR�u�,�;� p,VD PaY'�S�NT . ..
Measureme:�t oE Quan�ities
Ur,i� P� ices
(3)
�6-6 (1)
C6-6 t')
C5-5 tI)
C6-6 (2)
C5-6 (2)
C�-6 (3)
C5-6 t�)
C5-6 (d)
CS-6 (5?
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C7-7
C�-7
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C7-7 (1)
C7-7 (9)�
Onwer C7-7 (10)
Ci-7 (13)
CS-8 (1)
ca-s c��
CS-9.3
C8-8.�
CS-8.5
C8-8.6
CS-6.T
CH-9.8
C3-8.9
C8-8.I0
C8-S.Ii
C3-8.12
C8-8.13
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LumQ Sum '
Scape of Pay�en:
Yastia2 Estirnates and Retaiaage
Withholdiaq Payment
Fina2 �cceptanea
Pina2 Pay�uent
Adquacy of Des:gn
Gzaeral Guaranti
Subs idiary Wcric
Kisc�llaaeous Placs�en� of Materia�
Reccrd Cocumen.ts _
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C8-8 (2)
C8-8 t31
C8-$ (3)
C8-8 t3)
C8-$ (4)
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F�AT C - GEN�R�L COND:Ti0N5
C1-1 DEFI*JITIONS
S�CTI�N CI-I Dr.� iNi'^i0N5
C1-1.I D�cIV'TZONS C�' T��WS W;�eneve� in tzese Con=�act
Decuments the f��Lcw:�.c te:ns er pr�r.eun� in g=ac� c; the�n a:e
used, the inten� aad m_aning shaZl be unaers�ccd aa3
inter�reted as follow�:
� G1-1.2 CONTR�CT DGCUi��'�'"S: The Contract Documen�s a�? a?1 of
the v:itLen and dra•�n docu.aents, suc:� as speci=ications,
bends, addaada, plans, etc., vhich govern the ta:�s and
perforaane� o� the c�ntract. T:�esa are centained in tha
Geaeral Cant:act Documents and Lhe Sre�ia? Cant_act Lccumen�s.
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3. GENERAL COi3'"QA�T OoCfJML:�'"S: The General Contract
Documen�s gove:a a�l Water De�a: �:aent P:o1e�ts and
include the followiag items: �
PA�T A- NOTZCE TJ BZDDER� tSamale)
p,�T 8 - PROPflSaL tSample)
P ART C- GE:IE�L CONDZTZONS t CITY )
(Developer)
.PART D - SPECIAL CONDZTIONS
P�1RT E - SP�CIr^ZCATZ�tdS
PERMITS/E�+S'c*�l�YTS
PART F - BONDS
pAr2T G - CONTR?►CT
(Sample)
tSample)
Whi�e
White
Canary Yellcw
Brcwn
Gree�
EI-Whi��
E2-G�Id?a Rad
E2a-Wh:ta
e l'.i e
Whit�
White
b. SP£CIAL CON'iRaCT DCCUMEVTS: T`�e Special Gontract
Documents are prepared for each specif ic gre ject as
a supplement to the Genera? Contract Documents and
-- include the fol:o�+ing items:
p�RT A- NO'i IC� TO BiDdERS
above
PART 8 - PROPCSAL (Bid)
PART C - Gtv�R?�i. CONDITIONS
PAR2 D- SF: Cle�+i. COND.TZdt3S
PA:�T E - 5?ECic ICA:'ZaNS
P �RKZTS/E?+S �`�EN^:'S
p�;RT F - BCNDS ,
PA4T G - CON:'�aCT
(,�dve: tise:�ent) Sa:�e as
P4R'r H- PLA:�S (Usually bound separa�e,v)
�'
Ci-I (Z)
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C1-I.3 NQTIC� TC �:OD?RS: A?1 cF �he le;al publica=icns
?1�.'1?: d_i.11d� iY �7L'bLlSil?�: lIl rL':,'�1� dGi'J_�rlSing IR��:'1�^..S C:
�ti:ni5f:�'� d�C?C� �O 1:S_a_?S�Q� Oa:�1�5 oe=t3_.^._:'tj tO the wCt�<
C01��" :�:.?'3 1::C=_ �h: �.Cil�:d�= GCC'1:l<':1:5 CO..SC1�.1=?S =:,?
C:Qi.IC? •� : �G1C�.G����.
C1-1.4 P�O?Cc.��: T:�e ce�^o��t�d ::=it��n an� s_gze� o::e: e�
ter.�e� c: a b_dc�= to cJ=�ot� �'.:e wcrk wnic:� the Cwzer Cesi_?s
t0 tId'�? �OCI?� tC�'j?=:2e: `�'_`.�1 t�e �`1'r S�C:1:1��� C^.f1S�1�t1�`.?S .`.:;'�
t�� �CC53:, W!'.'_��'1 b?=Cti1�5 C:1GTl;lg 11�Cf1 t.^.e �:GG�?� w:l�.^. l� l5
oE�ic;a�? y rece:�re�' �V t:�_ Cwr.er, �:as been p�b1i�_v epe^e� an�
read and not rejected by t�e Owner.
C1-1.5 BiDDER: Any person, pe:sons, firm, partne:shic,
co�noany, associa�ion, car�or3tion, acting dir�ctZy cr thraugh
3 duly aut�o:iz�d z�pres�ntative, submit�ing a p_oocsai fat
p�:for:�zng the Wor� conte:nn?a}e3 unde= the Cant�ac� Documeats,
canstitutas a bidder.
CI-1.6 G_V�R�L CONDII'=ONS: The General Conditions are the
usuai c�nstruc:.ion and c�n�ract require:aents which gove*r. t;Ze
performance of th� work so that it will be carried an ia
accordance wit:� the c�sstemary proce3uz e, the 1ecal s ta �uLes ,
and reqairements of the City of Fort Worth's chart�r and
prcmulgated ordina.zces.
W?T���V?r t!1?:? �T13� �]� d COZiZ1C� he�'���1 �tl� G2.^.?�31.
Conditions azd Specia: Coaditions, the Iat�zr shall tak�
or?c�cenc� az� sha:I ccvarz. .
C1-I.7 S?�CI�L CC�IDZTiO*TS: Specia? condi�i�ns ara t;�a
s_�?ci:ic re�uiremen�s Wnich are necessary for the pa:ticu_ar
prejec� cave:e� by the Cantrac'. Documents and not spe�if�C3I1�1
cov�r�c in the Generai Condi_iazs. W'�en consi3ered with the
vener3l Condi �ions aad other els:�ents of the Co��rac �
Dvctsments they p:ovide the inFo:ma�ien Which the Cantracto:
and �v^e- s'�c�I� h.aJe in arde� ta ga�n a t�o_ouch knewl?�?gz c`
th? projec�.
�1-1.8 S?�Ci=I`A�IONS: The Speci.`icatians is tha� secticn or
oa: t o` t:ze C�nt_a�� Occ�.:r.,er.�s whic� sets fc= tn iZ de_ail tn�
ra.�uire-:ents w'�ich must be me� by all ma_erials, construction,
�r�rk:nanship, ez�:cmen� and services in order to read�: a
como'ete� a�d use`u: orcjec�, w;�enever re`erence is made to
sta;.da:c speciEica:ions, r_gulaticns, require:;►ents, s�a�u:.es,
e_c., such r?:e::ed tc z�cuments sha11 beceme a oa,t oE the
Cont: ac � Dacu,;�e^ �� i ss � as though t:�zy we: e e::bod i�d t;�e=ein.
C1-I.9 BC���: T`�e b.cnd c: bcnd� ace the w-:��e� gua�a.^.tee c:
sz-�u�._� f�.::n.s'�?� by th� Co�tra�..Lc: E�: the p:om�t and
C1-1 (2)
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:a i th`ul pe: fe: �a�.ce e` the cor.tract and izc� u�e the
:,
.7 1 : �v'"+ : . y .
a. PerEo:ra^c� Bond
b . Paymen : Bcr.d ( see
c. Maint�nanc� aond
G�. P:CCC53= Cr �=�
CO 5:.�.CE'� S� P3: C
(see pa:a^yrach
parag.aph
(5ee pa�ac�a�h
Sacu�:��; tse�
A a�d C�-2.6)
C�-3.7a}
C3-3.7c)
C3-3.7b)
S: eC13i Z�S=L'1C�1C:':S
CI-1.? 0 CCN"':�ACT: T'�e Con�_act is the :�:�a: signed a�;'?��e^�
b�_ween the Ownz� azd the Contracto: cove: ing t;�z mutual
� unde�standinq of the tua �ontractizg pa:ties a�out tze pro�ect
to be c:.mole_ed unde- the Con�_act Occument�.
� C1-I.lI P�.��S: Th� Qlans are the d.-awings oc reproductions
the*z::om made by t'�e OWr.e:'s r�pr�senta�ive shcwing ia detail
the location, di:�e :siers and pcsition oF t:�e va� io�ss elemen;.s
� of the proj�ct, includiag such pZofiles, typ.ical
cross-szc=ians, Iayaut diagrams, vorking draw�ngs, pralimina:y
3rawings and such supclemental d:aw:ngs as the Cwner may issae
� to clarify oth�= draxings o: foc t5� pur�cse of showing
. changes in the vezk he+'�1t1dF��_ autharizad by the O�ner. The
plans are us�saZiy bound sepa:a�ely froc� othe.: pa�ts oi the
� Contract Documents, but they are a pa:� o: the Cantzact
Docum�nts just as theugh they wer� beund therein.
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C1-I.12 CZTY: The City ef Fort �Torth, Texas, a municical
coroaration, autho:ized and cha:te:ed under the Texas Sta�e
Statutes, actizg by anC thrcuc`� i_s qcvera�ng body cr its City
Mange�, each o_ w�ic� is rzquired b: char�er to p��fo=�
s�eci: ic d1Li�s. R�sQonsibility for fina? enforce:neat o�
Contrac�s invoiving the City ef Fert worth is by Charter
v�sted in the City Maaaget. The ter�s �ity a�d Owner are
synonymvus.
�1-1.13 �ITY �OUN�IL: The duly eiecte.'. and qua'_ified
gow_.nin.; body o: the City of Far: �orth, Texas.
C1-1.14 M�YO�: The officia:ly elected Kayor, or in his
abse^ce, the Mayor Pro te:� o� the City of Fort ho:th, Texas.
C1-1.15 CITY H��aGER: T`�e oEcicialiy apocin�ed and authocize�'
City �!3n�ger o; tne City o� Fcr� riotth, Texas, ar his duly
authorize3 representative.
C? -1 .I6 CITY A'"�OR�i=Y: The o`ficia' ly a�oointed City A=t�:ney
o� tne City o� Fo:t horth, Texas, or his duly autho;ized
ra�resentative.
C1-'_ t3) �
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�1-1.17 �i��CT�R Cc ?UBL.0 wCRRS T�e �uly a��cin��� o�`icia?
, . ` .
O: C."1? CL*v �� rv^',. iv^vr�.l Z��?: i?� t0 li1 t.:le C;^ld_ �?: d3 ��:1?
C:�V �^.^y�,^1?�:, C: �:_� G��1y authcriz�a r�?:252^,�3tlV�.
CI-1..� D?�_CTO�, CZ'^y '�iA'�'�� D??�RTM�V'^• The dulv a~� ^��
Gi:�c_cr c� tze Ci y wa��� De�a="Zle:'1� o_` t�e City °c `
� ,� ' c r o � t
iiVv: �.}7 � i?;CdS � C�` �':.� Ci:l � Y 3'1�!10� 1Z?L i�� i?.�?:Z..�_:7�
d»15�3ii'', Qi dC'�.^._�. _ - r
CI-I.19 =VG.*I?_�: Th� D�.�ctac of Public Works, t�e �_=e==or
O� th? cJ: t iriOLti^, C1:V WdC?: Dn�d: �fiiZ1`� 0= til�?I: d'1:�
authorized assis�an=s, agents, engine�rs, ins�ectors, or
su�erintendents, acting wit!�in the scope oF the pa_ticu�ar
dutiAs entrusted to the:n_
CI-2.2� C0�1'"RaCTOR: The persoa, p�rsans, oa� �a?rship,
comoany, fi��, a�sccia=:an, ar coroora�ion, ez�ering into a
cont:act w�th the Owne: for the executian of t:�e wor'c, acting
directly or throug:� a duly authorized representative. A
sub-cartractor is a person, fir�, cflrpvratiori., oz etZe=s und�=
ccnt:act w: �h the priacipa' con�ractor, suoplying Za�ar a.zd
mat�riats or on�y laboz, fa: s�ork at the site of the prajec=.
C1-I.21 SURETIES: The Corporat� bodies which are bouzd by
such bonds a_e require3 xith and for the Cent:ac�cr. The
sureties engaged aze to be fuily rzsponsibie for the entir=
a�d sa�is°actory fui�illment of the Cantract ar.d far a:y aad
aIl r?quirements as se� for�h in the Cantrac� Docunents a�d
apor�ved c:�ange� t:�e�ai^.
C:.-1.2Z T:?� WC�� CR P�QJ_�T: T:�e comolet�d work ccn��mp�ated
in and c�vered by tne Contract �ecu��nen�s, iacludinq but no�
timited tc th e fu_nish_zq oL a'_1 Iabor, materials, taols,
eqc:i_ment, and incid�n�a_s nec9ssa�y to p:aduce a como:eted
and servic�ab�= prcjec�. ,
C1-?,23 wORKING DA": A working day is deFined as a calenda�
ca;r�.s;� incl�scinC Sa�u.dav;, S�r.days, and Iegal ho_ida;�s, in
which �he weath�; o; othe_ cond:�iors not unaer the ce;.tre? of
�he Con�.act�� ge:mi=- th� _oe_far;�an�-:���e�-�rincival unit oF
wor�c foc a pe�ioC e` no� I�ss than sev�n (7) ho�=s he��•re�n
7:00 a.m, an� 5:00 p.m., vith exce�tions as pe:�it�e3 in
pa:ag:a�h C7-7:5.
CI-I.24 CA�_�i�.a� �1Y5. A caler.�a: day is a^y day o= �he we�:z
o� mcnth, no days being exce�t�3.
C1-? .25 L'c�.�L F.JLID;�YS: Lega? holidays s;-a11 Ce
prescr:��� by �ne C_t.� Ccuncil o.` the Ci�y a� Fort
00�?: V3.^.C? �'J Clty �.:,�� O`�"�S 3S EO� LawS .
chs�rveC as �
w�= th f�r
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9.
Naw Yea='s Daf Jarcua;y 1
M. L. King, J�. Bi:thda�a Thzrd Mor.day in 3anuary
Memo r ia? Da�� Las � Konday i:� Ha�!
I:�de?en�ence Day July �
Lahcr Day First Mcnday iz Sept�:n.�,e:
Thanksgivizg Day Fourth Thursday iz *iovsm�e_
Thanksgiv:'sg c=idaY Pourth Friday in Ncvembe�
Chr is �:nas Da�! December 25
Suc� ot'�e= da��s in 1ie�s c�
ho1 i�iays as t:�e City Counci?
may deternine
when one of the abevs na�ed holidays or a sr�cial holiday is
declaz�d by tne City C�uacil, faI? s oFj Saaur�=Yi£tle fallsdon
shail be observ�d oa thr �rzcadizg Y
Sunday, i� shall be ocs�rved en the follewi.�g Monda:, by thase
e�ployazs wor�ing ez working day ooera�io*�s. E�ployees
worxing calendar dav operatians will consider the calQadar
holi3ay as the holiday.
C1-i.25 ABBREVI�TZONS: Whezever the abbrevia�ions define3
hsrein ap�ear in Caatzac} Documents, the in�en� and.meaning
shalt be as folloWs:
�,r1Sli'r0 - A:��tican Association of MGD - Millicn �al_vn5 r=i
State Highway Transgcrta�ioa Day
' Of � icials ,.
ASCE - A:.ta-ica.^. Scciety of Civ�I CFS - Cubic �aot pe-
�ng_R2?i3 Second
t�,W - I:. Accoc�anca with �in. _ Minimum
p�Ty - At�erican Society of Mono.- Monolithic
Testin3 Mat�zials $ _ Per`�ntum
A��A - A�e=ican Na=s� Wcrks R - Rad�us
AssociaGion �
A5A - Arierican S�an3ards Association Z.D. -�ZzDide DOutstide
gI - Hydrautic Institute
__ Dia;ne_er
Elev.- Eievation
. Asph. - As�ha:t F - Fahres�hei�
?�ve. - Ave�ue � - Centigrade
Blvd. - Boul�va:d In_ - Inch
CI - Cast Iron F�,. - Foot
CL - Centec Line
GI - Galvaniz?d Zron St. - S�reet
CY - Cu�ic Ya*3
Lin. - Linea� or Lineal Y�. - Ya:3
1b. - Pound Sv - �,�uare Y3_3
MH - Manhole
�lax. - Maxicn�m L.F. - Li�esr Foat
D.I. - Ductile Z��n
�1-1 (5)
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�1-1.27 CciaVG� O���R: A"C��aay^� Crder" is a v=ittea
5:2g�Lemer.:.3i dy:?�:1?;1: be=•«»n �rl� Q'■i:l?: an3 t�'1? COf1::dCr4�
c�ve; ing scme ad�e� o: �e���c`�d ite:n er feature �r�ich may be
found nec�ssa�v a.^.� wr:c'� was r,c: s�e_iFicallv includ?c� in the
SCOQC Or CClt� O�Oj?�� OC� 4i:11,^.!1 O�Q� V?:? subm�C��G�. 'li7C�?3�Z
I[l titil� QL13.��1=1?5 S�3��?� 1:1 t:l� �=CCQSd� d�? T1Ct C�1? �:SJ]Z=�
Aid�`.�e= Oi d C!'1d;ly^s? C':.'a.?= VZ=?SS ttle 1zC:3d5? O: G�?C:?35? 1S
R10r� �:1df1 2535 Oi C.."1? a��cunt Oi ":e partlCL:�3C I.`.Z:R O� 1�?.T.� 1:1
the origina'_ pr�cosa:.
A�1 'Chazge Or��:s' sha:? �e pr��a:e� by tze City from
in:vrmation as necessary furais;�ed by the Contractor.
CI-1.28 PAt1�D S'"�=�'�S A*tB A:.L�YS: A paved s�rae� or ali�Y
sha11 be detined as a st.-ee� or a1Zey having one o` th�
folloving ty�es a= weariag surfaces apalied vver the natura_
uni.uproved surfac�:
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2.
3.
5.
Any type o� as�haitic cancrete with vr w:thout
sepa::a:= bas� ma��ria:.
Any tvo? o� as�`�a? t surface trea�ment, ao�
incl+ading an oiled su:face, with or witl�out
�e^a:a_� basa ma�eria?.
Brick, with or without sa�arate base mat�rial.
Concrete, with or without separate base material.
Any ca�nb�aation oF the above.
CI-I.24 IIN?aV_� S'"�_ :'_"S CR ALL�YS. An ungaved st:�e:., a?2ey,
ruad��ay er cth�_ su_ �ace i� any area exc�Qt tnos� de� ined
above fo� "�a��e� g�:a��� aad �__e.�s.'
CI-1. 30 CITY STR�_T5: A ci �, s�re�t is defined as that are3
between t:�e righ�-o:-Wa; Iiaes as the str�et is d�d:cat�d.
C1-Z. �1 ROADw���:
para�iel lines tuc
i��� f��� bar'k C�
exis�s.
T:ze zoad�ra°l i� de:�zed as the a=ea bet�een
(2') feet back vf the curh lines or four
t'� � a�je; ay e e�ge e F pavement �he= e no curb
Ci-1. 32 G�AVLL S'^:���T: � g_ 3vel s�reet is any unpav�d street
to which has hean ac.:ec ec:e cr mcre aro' ic3tions a� gravel or
similar material c=h�* t;�an t!�e na�'1t3� mate:ia? fcun� on the
st.ee� su:face be=o.� ar.y i�praveme�t was made.
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5'c��ION C - Gc���,�i. CONDL�'i�NS
C2-2 I`i:'_R?R�T�TIGN A`t0
P��PARA'^iJN Cc PR�POS�'.,
S�CT=ON C2-2 I*J"_'��?��"_'�:'ivN AVp pq= =;�.�.a'^.CN Qr PRCP�'i��:.
� C2-Z.1 P�OP'JSaL rCRy: T':e Cw�e� v:I1 furnis`� bi�C��s_w:=:�
prcQesal for:n, v:^.ich w�� I conta:a an i=e:��zed Iis` c` the
i tems of wark to be d�nz cr cna��� ials to he furnisze3 azd uoon
wh=c'� b_� Qriczs a_a r�ques_e�. T`.:e P:ooesa: form w_I1 s_a=e
�j the 8:dc�:'s geae:al unda:standizg o� t:�e pro;zct ta be
L1 - compieted, provide a s�ace for fu:nishing the amo�n� o� b:d
security, and s�ate the basis for entering into a fcr�aa:.
D contract. The Ownec will fu:nis5 forms fcr the Bidde:'s
"e'.x�eri�:2Ce ReC0:3�" "L?lli�men� $C:le�tll��" d:IG� "e1Zd:lCld�
Sta�ement,' a? I o� Wh:c'� mus � be prop�� ly execu��d and f;Ied
Q with the Director oy the City Wat=: Depart:�ent one we�k oricr
to the hour for cDe.^.ina of bi�s.
T`:e f inaacia? s_at��ent reeu:r��? sha? 1 have been or�pa: e�? b;r
� an independezt ce_tiLiad public ac�onn_ant e. an indepezden=
public accountan*. holding a valid permit issu�3 by an
aoprop:iatz state Iic�nsing agen:y, aad s�all hav� bee� sa
� preoared as to re°iact the current financ�al sta�ss. This �_
statement mast be cur:ent aad not more than or.e (1) yea� o1d.
In the case tha= a biddinq date falls within the time a aes�
� , sta_sme:�t is being prepa-ed, the prev:ous s �a�_,nez� s;zail be
uodated by prooe: verification. Liquid assets in t:�e anounL
oF ten (IQ�) perce:�� o: the es��ma�ed o:oject cos� will be
require�.
� For a� ex�eriPnce record to be coaside=ed to be acceptab�e for
a given project, it cnust reflec� the ex�e:ience oi the firm
� se�king qualif icatian in work of bcth the sa;�e na=ure and
magni�ude as that c: the project for which bids a:e ta be
received, and such expe: ience must have been on p:ojec�s
� camolete.�'. not mo: e thaz f ive ( 5) years p. io: to t��e dat� or.
w'�ich a:e _o be received. The Director c= the Wa�er
. de�a: tment s�ail be sole judge as to the accep ta'� i 1 i ty o �
ex�e:ience for qua'iLication to bid on any Fort 'werth water
Depart:�ent project.
The prospective bidd�: s`�a11 schedu�e t`�e equiQmez = he has
a availa5�e for the project a�d state t'�a:. he WiI1 re�t suc�
ad3itional ec�uip�ent as may be requi:ed to com�ie�e the
prcject or, which he subm;�s a bid.
C2-2 , 2 INTcR?R=Ta'�ION OF QG�N^'ITIES: T!:e C�.:antities a` ucrk
and ma_�:iais to be fucn,shed as ma•� be lis_ed in tna pcoposal
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for�s �: cther gart.s c` t1e Cc^`_:ac_ Docu,�ez�s vi11 �e
C^v�1�:C:?:?d d5 aD��OXI,�i3=� C�7� V d:iG� �.i:i! b? t15?� f0" �t1Z
C::C�CS? O� CCR1CdC1.^.y^ 01Gi5 Oc1 d 1^11Cu^:;11 bz5:5. P3'��t?.^.� '.r:� L b�
fitd'�? CO C^2 LOf1��3C�.^.� fCC CIl.'� t.^,e 3:��:3: C::3;:�1�1?S 0= :�+O��C
�7?.LO�;ilp,i Oi Rld�?�13..� L'1:^L�i]�� li1 S=LiC�`.. 3CCO��.d��C� 'r1.`�:1 tiZ@
COf1C:3C= L:�C!3iSte:2�`.3 d.^.d p�3^5. �i�lZ C'�'c..^.::�i?5 O� '�iQ���C �O b?
pa_ ": e� e: ' e ,� a b� i^cr�as��' a=
-�o ;r a,.d ma'. �ai� t� b Fu�n�s'^.e m,�
c�c�eas�.a. as he:�in�`�er p:o•�id��, witnou� in any w3�
i^va'_ida�ing t;Ze u^-= P: ices b:.� c: aav c�i:�_ za:•.:..e�ne^�s oi
the Con_:act Dccume.^:ts.
CZ-2.3 EX�:�!iNa:'IG'i CF COt3:'RaCT DCC[:'�!.:'i'"S AvD S;T� Qe P�OJ�CT:
Bidders are advise� tha� ta_ Contract Docunen�s on file with
t;�e Ow;�e= shall constitut� a11 of the in:o.ma�ioa w'�ich the
owner will f�srnish. A?I addi�ianal in�or;nation and da=a which
the owne: w:il sa�p?y a°�zr promulgation o� tze fo�:na-�
contract doc�sments shall be issued in the f or:� o= w: itten
addeada and sha? I heca�ne pa:t o� t`�e Cont.ac� Dccsments jus`.
as thc�gh suc!� aCdenda we:e actua?Iy v-itten into th� origina?
Cor.tract Documents.
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Biaders are r�quire�, prior to the filing of proncsai , tc rzad �
ane bec�cae familiar with the Cont:act Documents, to vis:� the
site of the pro}ect and examine carefully aIl lacal �
cenditions, te iaform theaselves by their own indeoenden_
r�searr_h and iaves�igations, tests, boring, a^d by such at�e:
�ea:�s as may be necassary to gain a ccmple�e knowledge or tha
cenditivns w!;ic:: w:Il he eacounL��ed du�ing the c�ns__uc'���n �
Ci �:1Z g�v jnC.�'.. i'l1�� IA'15.*. jl1G�C'j� fQ� ti2�Z15?iV�S `�.};�
�:: � 1CL1? �1�5 O� t:72 WO:� 3�1.a. d._ 3��?.^.�_:•C� C1�Gt�!'l15:3t1C?3
a.`:=.�:r.g t:�e c�s� aE dcizg the wer'c c_ �he ti,�e raquired for �
it� com::-��ion, an� cctain aIl in�or��a�ion re�uir_d t� ma:c= an
in��lligeat proposaZ. Nc infar�sa�ion given by the Ow::e: or
azy rep.esentative o� �he Owner cthe: tha� that canta:�ed in �
th� Con�rac� Doc�l�ents and acLicially promulgated addenda
.ther�to, sha� 1 be binding upvn the Cwner. Hidders shall rely
exclu�ively and solely upon their own estima�es,
ir,v��•_iga�ion, �esea_ch, t�s�s� £X?1CCdtions, a::d cthJ: data �
which a:e necessa_y fo: fall azd cempl�t� in�0iti13`.ion upon
w'�ich t�e pr000sa? is to be ba��d. It is mutually aS.�e� that
t�e s�:.'^.missicn o_ a p�oocsa'_ is �:i^�a-�acie evidence tha� the �
biddec ha� mad� t�e izvestigatior.s, exa:nina�ioas az� t�s�s
he:ein r?quire.�.. C1ai�n� For addi�ional cen�ensa=i�r. C•.:e to
va: iations between condi�ions actual2y enco�n:e:ed in
ccn5�cuction and as indica_e3 iz t:�� Con�cac= Cocu.;�e��s wi11 I
no� be 3?lcwed.
Tne Iogs oE Soil 9crings, i: any, siow:�g on the p�a;�s a.� fo: �
�=_n�:ai in_`�c,;,a�io;, caiy a:�c� may r.et be co;:ec�. Ne.the= the
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Owzec no: th� Enginee: gua:antee t�a_ the da`a s:�ov^ is
rC�Yi�Ser.�a_:ve oF c:,r,di�ior,s which ac�::a1Ly exist. � .
�z-�.a s�a�:TT�vc a= ��c�os�:.: T;�e a_��,: ;, �, _,,:
s a � su�:�• � ,s
Pro�o�a: cn t:�e E.:c� :u�n:s:zed by the Cw.^.er. A�1 b�azk s�a�zs
� a�plica'�le to th� p:c;�_t c�ntaized iz the fo_n sya11 be
cocreccly £i? ie� iz and t'�e Hidde� sza�1 s_a=� the p:ic�s,
� w: it`en i� in�c ia beth w�t�s an� n�1:Ste:a? s, for v:��c;� he
pc000ses to dv t:�e vork conte:nclated cr fu�nis`:e tne ma`e� iais
requi�?�'. AI' su�z p: icas s;:a:l be v=i►c�z l�gibly. Iz ca��
oE d.scYe2azcy be_wn�:; t:ze p�ice vfi��e^ iz w�r�s and tze
� price w:itten iz nu�e.als, the pric� most advantageous t� the
City s:�a1Z gove:n.
Q Zf a pr000�al is submitted by an individual, his or her name
a�us� be signed by hi.� ;her) or his (he:} duly authoriz�d agen:..
Zf a Qro�osa= is submitted by a fi=n, assvciation, cr
pa� tnarship, the aare and address o= eac� me:nbe= mus _ be
Ogiven, and the prcoosal must be signed by a m��nber of the
firm, association, or pa�tnership, ar b.� a person duly
au�horized. Ii a propcsa2 is subcn;t�ed by a ccmpany o=
� cocoora�ien, the co�gany or corporate name aad busiaess
address �ust be g:v�n, and the ptoQasal s�gne3 by an of_icia�
er duly authorize3 aSent. T:�e corporat� seal m�st be a::ixed.
� Power oF A=toraey authorizing agents or others to siqa
proposal must be oroperly certified and must be in w:iting a.�d
s�bmitted with the proposal.
` CZ-2.5 R=J?C'^iCN C? ?�GPOSALS: P:oacsals mav be re�ec��d i;
� t:�ey sacw a�y a1.�era_.on of wo.ds cr figur�s, additions no�
cailed fer, conditional ar uncalled for alternate bids,
inccmolet� bids, erasures, or irregu?a�i�ies c� any kind, or
�i eo�tain unbalance value of any items. ProQosal tende�ed or
delivered a`.ter the official ti�e designa�ed for receigt o`
QproQosal shall be rzturned to the Sidder unopened.
C2-2.b HID S ECURITY: No proposal will be conside:ed un�ess it
� is a.c:ocr.pa^ied by a"2=eoosal Security' o� the characte: ar.d
in the a�nount indicated in the "Notice to Bidders" and the
"?c000sal." The Hid Secu�ity is required by the Owner as
evidence o� goed faith on the pa*t of the Bidde:, a�d by w�y
o� a gua;antv �ha� iE a��rarded t;�e contract, the Bidd�� will
l� within the required time execute a forTal con�ract and ��rn:sh
th? req�sired perf�c�rance a^d other bonds. The bid secu: ity o`
a the th�ee lowes'. �iddars will be re�ained until the con_rac�
is a�racde� o: other dis�ositioc: is rnaae the_eof. The bid
security oE ail othe= hid�?:s may be r_turned p.omctly a`ter
�he canvass oE bids. �
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C2-2.7 C��ZV�R'f G' P�0?OS.a�, tic p:000sa: vill be ca^sid�:�d
�n��ss-it is d�?ive=ed, ac�c��azied by its pco�e: Bid
53=�:- 1-f r t'J �`.'1? C1 _V M3RdC3� G, il�� Z?Y=?�?.^.�3_1V� I: t.'lE
C:�1�.3� C?3�? O_ ��151:��55 d5 5�= �O:C�1 1[2 t�7? ��iO;.1C? CO
a..^,.�'3:�. � Z_ :� �..? �_v�?� �5 5C1� i�S�OC:SLJi� i�� tG G�?�I'I?�
t�a gc�;,csa' at t:^.e preee: ti,�e t� tne prooe� p1ac�. T`�e me= �
ra�t tha= a c��ocsa: vas d:s�a=�`;e3 w:L? r.ct b� c�r.s�3er��.
T~? O_C:�:?� f7i113_ i]3':� �`.:Z? r^,COCCS3� 3=�`.:13� i�j C:�3i1V?-ZG=. L3C'1
�CCUC531 S:'1�� L�P L;1 3 S?31?� �:t'I??CCe J,3:;1:'1 ,Tid='.C?� W:�Z t::E'
Wdr'a "i���'ipCs'ri:..�" d.^.0 tCl? R3CAe O.' C�SCr��ClOCI O� L::�? v�C]?C` 35
Gl?5 _C:ld �.?.�. 1:7 t:7Z � ijC = LC� tC� �Li�:C?= S.� i':1c� �.^�V?:CCe S l3_� ue
d..'�.C� �552'3 t`.O Cile C1 :y i'�dfldy^?: � C1 : j F?d:� � cCr �`rVOt �:7 � Z`�X3� .
C2-2.S W.THDR�W_VG PROPCSAL�. P.00csa_s actua_'_y ril�d w:�h
thc City Manager cannot be �rithdrawn grior to the time se= fo:
�oeniag pcooasals. A rzqaes� fe: non-ccnsideraticn of a
proocsal must be made in Wri;ing, ad3ressed to the City
Ma�ager, and filA� w:tn hi:n prior to the time sat for the
openinq oF preQcsa;s. A�ter a11 proposals not reqTsested fo:
nc�i-consideration arz opened and pub:icly. read aleud, the
p:oposa?s for which non-consideration requasts have be�a
pz�pe�ly filed mav, at the aotion of the Owaer, be r�turned
un^oened.
r2-Z . 9 TELEGR.�P�i_C MODIr ICATZON QF PQO?OS�LS : Any bidder may
�odify his pro.esa? by telegrapaic cammunication at any ti�e
prior to thP time set Ec: cpening pr000sals, provided such
t�:�7:a�hic consn�.:nica�ian is r�ca:v�� by tne Ci�y �iaaag��
prio� t� t�te sai� p=c�csal ccen:^g ti.�e, and prcv:��d `ur*ae=,
tha: the Ci_,v �!a.�ac�r is sa�is°ied tha� a writ�en a�d dsij
3u`z�n�i�a��: c�n=i��a_icn o` s•.:c5 t�1�c:a�n:c cccr��ni�a�ian
ove: th� signa�u=e o� the bidder was mailed prio: to the
progosa� eoezinc ti�e. I� such coaFirma�ion is not rec�:ved
w:t�zin forty-eight t48) hou=s after the procosal opening ti:ne,
no furthe: considera=iar. w:ll be given to the oropcsal.
C2-2.I0 PJBLIC CP�V_NG OF PRGPOS�L: ?r000sals uhich hav� bes.^.
pr�oe:iy filed anc Fo' v`�ic� no "Vcr.-consid�ration Req�ses�"
has '�ee:� receiv_d will be cubliciv ope.^.ed a:,d re3d aloud by
tne City Manage; or his a��horizea rep:�senta_ive a_ the ti�e
and o? ace indica_ed in the "No�ic� to B:dders." �? I pro�osals
w?�:ic� hav=_ b�=r, ccene� and rea3 wi? : re�nai� on f i1e wi=h the
Ow-;e: until the cent:ac� has been a::a:��d. Biade:s or the:�
aut;zcri_ed reo:�sencatives are invi`.e-� to be presen� for the
CCZ:1LRCj OL b1G�S.
r2-2. 11 IR��G�TL.�� PROPCS�:.S. P;coosals s:�a? ? he c��side�e� as
bein5 •i:cegl�3:" _: t:�er s��w an.y ocr.iss:ons, ait��ations o`
f��m, a�di_ior,s, c: cond;ti�r„ not ca'_Led fo=, una�.:t�criz�d
d��?:CS3�� b1�5� O: l::�j�:?3Z1�1?5 C= d�1'� 1C1�1�. i^.^.'.+�V?'� C}1�
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Owrter resetves t:�e right to waivs any and a? 1 i:�e5ula: i�i?s
� an3 ta make the awa=d oE t`:e cent:act to the �est inte�est of
the City. T�nde-in5 a proposal a`�e: the c:.osing hou: is an
irregularity wric`� cannot be waived.
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C2-2.I2 DISQUa�IeZCAT?ON 0? BiDD��S: Hidd��s may be
disquali�ied anc t;��_� p-o�vsals no� cor.sid��?d f�: az; o`,
but not lim:ted to, t'�e Poilcv:zg raason:
a.
b.
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d.
e.
f.
4-
h.
Reas�ns for be=ieving t:�a� coLlusion ex:s}s a:�ong
b_d�e: s.
Reasona�:e g:ouzds for believing t:za� a^y bidczr is
int�:es�ed in more than one proposal Fo* work
cont�mola��d.
The bidder heing inte:estad in aay Zitigation
against the OWner cr vhere the Owne� ma� hays a
claim aga�ns� or be engaged i.z Iitiga�ion aga:.zs�
the bidce�.
The bidde: being in arzea_s on any ex:sting contract
or having defaultsd on a previous contrac�.
The bidce_ ha•�i1g pe:fvr��ed a prior conLract in an
unsatis�actory :aannet.
Lack ef compe_ency �s r�vea?e3 by the finan-cial
s�a�ement, experienc� record, equipmeat sc�edule,
and such inquiries as the owr.e� may se� fit to �aake.
Uncompleted work which, ia tha judgment of the
Owner, wili ptevent or hinder the ptompt completioa
oF additienal work i� awar3ed.
The bidder not filing with the Owner, one wesk iz
advar.c_ c� the hcu; oF the cQen�ng o� propcsals the
fol�cw:;.g : .
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2.
3.
Financial Sta�e:�ent shoWizg the financial
condition of the bidde: as specified in Part
`�• - Soecial Instruc�ions.
A cu�ran� experience record showing especially
the proje�ts of a na�ure si;nilar to the one
und�: consideration, which have been
successEully completed by the Bidder.
Aa equipment schedule showing the equipment
the bidder has ava;lable for use on the
pto�ect. .
The Bid P:opcsal of a bidder w�o, ia the judgmen_ o: the
� Engineer, is disqualified under the require:�ents s�ate�3
herein, shail be se� aside and not ooened.
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PART C - G�V���;, CONOITIaNS
C3-3 Ari;,RD A:iD cX?�UTZOci Or
GCCuM :;ITS
S�C:Z�N C3-3 A�;�D A:�D EX?CUTZON CF DOCUH�ti"'S:
� C 3-3 .? CON� i� ���'"ZON OF P�OPCS�i.S: A� t�r pr000sa' s ha•J� be�.^.
o�enec a;:c raa� a' cud, t;�e proccsaLs w i? 1 he ta5u' a�ad on th�
L^35:5 O° C5� C�tl..:?c�. O_:�?S� t.'13 C�13:'I�LCL?3 5`.;C'�.^. �^ t.'1?
P�0;053i � dZG� tC12 3�?? 1C3�1Cr1 C= S�1C�1 :O=Tt�1?35 C� C�::��
� . me�hods oF bringing it�:ns to a common basis as may be
es�ablished in the Contract Docume�ts.
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The total obtaine3 by taking th� sua� ef the prc�uc�s o= un:_
pricas quoted and t:�e estimated quantities plus azy lu�� su:�
items and suc:� othe_ quct�a amoun�s as ma,r enter inta tae cost
o� t:�e camcie��d projec� will be considered as Lhe amo��t c:
the bid.
Un =i Z th� awa: d o� the con�ract is madz by t?�e Gwne; , t:�e
ziqh� xill be r�served ta re;;ect any or a� I pr000sa? s an.a.
waive technica'_ities, t� re-adver�ise for new preposals, or to
pracaed with the �+cr'c in any manne= a� maybe ccns=de:ed for
the best intedest of the Owner.
C3-3.2 1riINCRZTY BUSZNESS ENTy�P4.SE/WOM_V-OWNED $USIN�SS ,
E`tTE�PR-SE C�MPLT_�NC�. Contrac�or agrees L� provide to Ouner,
upon request, completa and accurate inzor;nation rega=ding
actua? work perfor�ed bv a'�!'_nori�y Business Eate:g_is� t�i3=}
and o: a a Woma�-owned Business Ente_prise (w3�) cn �:�e
contract and the payment therefor. Con�ractor further agrees,
upon request by Owner, to allow a:�d audit and/or az
examination eF any boeks, records, vr files in the possession
o` Cont: actor that will substan�iate the actual werk perfor.�ned
by the M3� or W3c'.. Aay cna�e:ial misre��Dsentatien o° any
nature will be gr�unds for te:mina�ion of the contract and for
iniCra=ing any ac�ion under apgro�riat� federal, state o�
local Iaws an3 o;3inances relating to false s�a=emen�s;
further, a.zy such misre��esenta�ion may b� g:cu�ds for
disqualif ication of Contractor at Ow,.e='s discretion zer
bidding on futute Con�racts �+ith t�e O�Ze_ foc a pe: ied of
time oE nat Z?ss �han six (6) months.
� C3-3.3 EQUaL EM?LOYu�VT pROVISIQNS: The Contra�to� shall
ce:�ply vith Current City Ordinance pro�ibi�ing discri:n_na�ion
in employ;,ier.� pcactices. �
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T'.-e Cor,�ra�to: s:�a?1 pvs� t:�e r��ui�ed notice to ��a� e°_`�c�
C�l ti7� t^,:O]?C� S1C�� d+'1�� d= �1:5 i�yLI?S`�.� 'vll� �J? 't7:CVld?d
35515�3:1^? bj Ctl? C1Cf OF cO:C �i�iC:t'7�5 G�Udl G.T.��O'l;.12:i�
O�C1�?: '.1!';" �.i�],? t?�?; dCl;� Q13? 1:1�� d�O:1Cd!'I� t12 Rtd'.! I'13ve Ofl
f 11� 11 t't:� C��:C� C� t;;Z COR_:3C�OC. r�: O�00r13�? lTO�1C?S T��T
be ac�u._ec :�om t:^e c.�ua' E:�c:c��mzn� Gi:ice�.
C3-3.4 w_'^•:�R.,��� C� ?�C?CS:�:,S. r���e_ a o�cocsa'_ has beez
r_ac by t:�e Cw^e= i� ca�nct be w:�:�d�a•�r.^. by tz? 9idd�= w' �hiz
ie:ty-°i�e (45} ca:� a_�e: t`:e Ca�� on w;-:ich t1? o:c?csa'_s
�� � � V l�i?:���� . `
C3-3.5 A���� 0�' CQN'"R�CT: T5e O�ne� reserves t:�e rig'�t to
withno?d`inal actior. cn the proposals for a reasona�'_e ti:ne,
nat to exceed forty-i iv� (�5 ) days a�ter t!�e dat� or cpe.*.inq
prccosals, and in no evea� will an award be made unti? a:t�=
investiga:ions have been made as t� the r�s�onsibili�.� c: t�e
provosed awar3e�.
The award o` t:�e contract, if an award is snade, w�Il be to the
Iowest a�zd bes� r�s�cnsihle bidder.
The awa�d o� the cont_act shaii not become e��ective u��il. the
Gwner has notified the Ccn�=actor ia writing of such awa=d,
C3-3.6 R_TURN OF PROPoSAL.S^CURZTZLS: As saon as pro�ased
pric� totais have been det�r:aiaed for comparison o� bids, the
Owner may, at its discretion, return the proposal securit�
which acc�moanie3 the procosa_s �hi�:z, Z:1 its judg;�e^`., wou? 3
noL� be ccnsid�:ed Lo: tne a�a�3. A�1 �ot:�e: p=ccasal
SZC12T I.`_ 1�5 � 115L:d�' �� t::CS? Q= t:� �`.�� ?a � �WQS � �J' ►G��? i 3� W l� Z �.`2
rA�a:zed hy the Owze� until t��e :Qquired cont�act has been
execu�ed aZd bond furnish�d or the Owner has o�herwis�
di�gosed o� �he bids, a_`_�t xhich they w:Il be returnzd by the
City Se_=�tary.
C3-3.7 BON�S: With the execution a^d de�ivery ef the Con�ract
Dccume^�s, tae Contrac�or shall fu:nish to, and file with �he
C4,e= in t:�e amcun�s herein re�ui.e�, the fo?lcwizg honds:
a. PERrOR�iAVCE BQNJ: A good and su:Ficient
pe::o:�a^ce bcnd in an amoun� not Iess tha;� 100
peccent oF the a;nosnt oz t�:e contract, as evi�e�ced
�y the o:oposal tabulation or othervise,
gua�a;�teeing the fu:1 an� fai�h:u: execu�ior. c` the
wo*k a^C re:Eo=maac� o` the contract, a.^.d fer the
o:ot=��ion oF the ovne; and a?1 othe� ce:sons
ayains� da^�ag� by re�son of n�.;lic�nce o: the
Contractor, o: i.aprope: execution o_` tt�.e wo:k o�
the use oc in�e:ioc ma�erials. Tyis pe_to.�anc e
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bond shaL1 guara:stee the pai�ent fot a=1 labo:,
materia? s, e^y'11�RtefSC, supo? ies, a�d se: vic?s us?d
in the cons�ruction oE tne wcrk, and s::ayl r�ma�n
iz fuI? ��rc� and e�cect until p:ovisions as above
s�i�uia�ec a.� acccm�Iishe� a:�� fina? pa�j.�ez� is
maC? cn t^e project by the Ci�y.
b. MaI:�T=*�AvCc BO'i� . A good and s1F:: icie^ �
cnaince :azce be:�a, .z the a:�oun� o� no� Zess t:�az
140 pe=cen� of t;�� a.ao�:n: c� tne coat_a�t, as
QV1.,�.ZiT�:?'= �GV ti:H OC.^,GCSdi �3.�L'�3�i0(1 CC ��`.!7?=�J15?�
CJ CI d� 3'1 =?? Z CS y t�7 ? J t O:it ��� F�1 I� 3 1'� f 3 i_ f: � 1 1
perFo:.�ance o� t:�e geae_a� gua:a�ty which is se�
forth ic� pa�3gr30h CS-8.10.
C. PAYM:.*1'^ BCND: � goed aad suiLicient Qay�ent bcnd,
in an aneua: not less than 100 pe:cent o� the
amount of th� cortract, as evideaced by the
progasal tabulation or otZe=wise, guaranteeing the
premQt, full and faithrul paymeat cf all cla:�an�s
as de`ined in �zicle 5� 50, R�vised Civil S�atutes
oc Texas, i925, as amendad by House Bi11 34� Acts
5b�h Legislatnre, Regular Session, 1�59, ef�ective
April 27, 1959, and/or the lates� version the=eof,
supplying Iabcr and mat�ria?s in the prasecution or
the work provided far in the cantract �eing
constructed under these specifications. Payme:�t
Bond shaZl remain in force until all payments as
abcve s�iaulated are made.
d. 0"'H�R 30�i^S : Such other bvn�s as r�av be r�qui='d
b� thesz Ccn�ract Bacu:�eats s:�a11 be f::_nish_d by
the Ccntractor.
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No sureties will be accepted by the Owner vhich a�e at the
time in default or delinquent on any bonds o� w�ich a:e
interested in any litigatian against the owner. AI1 bonds
shall be tnade on tze fozms furnished by the O�ner and s�all be
exe��ted by an a��roved sutety company doing business in the
City aE Fort worth, Texas, and which is acce�table to tr.e
owner. In o: de: to be acceotable, the csa.;�e o` the su.ety
shall be included on the current U.S. Treasu:y list o�
acceotable sureties, and t��e aze�nt oF bcnd w: itten by a�y one
acce�table compazy s`�a11 n�t exceed the ama�a= showa on the
Treasury list fo: tha_ company, Each bond saall be o.oceriy
executed by both the Contractot and Surety Ccmpany.
Should any surety on t`�e contract be de�e:rineC unsa=is`actory
at any time by the G�•ne: , notic= wi11 be g i� en t�e Con t: a�to=
to that eF£ect a^d the Con�ractoz sha�l immediately provi�e a
C3-3 t3)
ne�+ su=e_y sa�is.`ac�ocy to th� Ovzer. No pa��:�en= wiLl be �:�aC?
.
11RGj�i C:1� C'J(ltid :.`. l::Ztl�. ti72 il?W 51t��`� O� Sll:��l�� j dS
l'2CSt,:: C?'.�. � fld�1� Q113? :� 1?�. a;�� ha�e be�n dCC�Jt�?G� bf �:��' �i`�%":e�.
The con:.ract sha11 not be ooara�ive no: will any pa•.�me�ts b?
due c: Ya_d uz_.1 a��r�va'_ o� t:�e '�c�:�s by the Cwr+�_.
C3-3.8 E:;�CU'"_ON C. C�N'"-;CT. Wit�_^ ten t10) da��s a`_�r �:^.e
Gur,e: [1�5 L"� 3vdCC� =i3:? i?5���1�1Ci1� O� O�st��'+J�S?� d',13�.�•3C�- �`-:�?
COC1ti3C�, t,'1? COf1��3GtCC 5;:��1 ?X�_1L? a�la LLL? W��fl t:;? �`�:':��
t�e Ccc:�cac� and suc� oon�� as ,r,ay be r�qui�ed in t:�e Cc.^.t�a��
Documant�.
No con�:act sha'1 be �inding uccn the owne� until i= has been
a_tested by ttte City Secretary, approved as tc for�a an�
I?gality by tae Ci�y Attorne;, and executad for tze Cwr.�r by
ei�her the Mayor oc City Manager.
C3-3.9 F��LU�� TO EX :CU'"� CON'"R�CT: Tha failu.? o� the
A�+arcee to exzcute t.'�e r�qui_e� bond or bonds o= to sigz ��e
r�qu:r�d ccntract within t�a (IO) days a�ter the ccntract is
awarded shail be consider�3 by the Owner as an a3andonment o°
hi� p:000sa? , and t:�e Cwner may annul the Awa�d. By r�alon ci
the uac�rtainty of the Qarket prices af material and iaoor,
and it be�ag impra�ticable and difLicuit to accurately
deter.�nine the amcunt of damages occuzing to the Owner by
reasQn af said awardee'� failure to execute said bonds aad
contrac� withia tea tla} days, the p:oposal secu�ity
accompanying �-the propflsal shall be the agreed a:nount of
�a�ages u�icZ Owne: w:ll su�Le= by reason o£ sucl y3ilu_� on
the pa_� of the Awa=dee and shall thereu�cn i.�media�e+y be
For�ei��.�'. �o �ze C•�+ner.
i�Te il� 1"fC� O: d D�O;�Q53� W�1� �e COt15.Gjei?a a5 d.^, dCCt'.'Jt3t1C�
of this provision h�J tze 8:dder.
C3-3.IQ 3�Gi`IN?NG WOR�: The Con�ractor shali not cammenc�
work un�il autno:ized in writing to do sa by the Owner.
She�ild the Cont:ac_or fail ta c�cnmeace wc:k at the si�e oi the
prc�ject within th� tim� stioulate� in thQ written
authorization us�aLLy ter��ed the "wcrk ord�=" or "Proceed
O�der'•, it i� agree3 tha� the Su-ety C�mcany wi? 1, within t�n
( lO l days a`te: the commence:nent da_e set forth in such
MiC1C��fi 3:1�ti10i1Z3�.�..^.r1� CO��1Cie:IC? tflZ F?ti�l51�3� 2X�C11.�'.iOfl Of t�1=
cantract.
C3-3.:1 ZNSURa�i��: T`:e Cont.actoc s�a11 ne� co„imenc� work
under this contra�� unci? he �as ob_ain?d a1i th� ins�_ance
cz�uire� u,dec t�e Con�.ac� Occu.;�ents, and such ins::cance has
b�'=:Z d'J�COV?d bY �:7? �w1Z�, l:lZ prl�:le CO;+�L3CtOr Sy'13�1 b�
r�s�ers ibls fo� d=: ivecing to tne 0�%�e= the sub-cont_ac�ocs'
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certifieate o; ins�.:;ance foc a�orvval. T5e pri:ne contracto�
sha2i indicate en t'�e certiEica_e o� insuranc� includa� in th�
dvcumeats fo: �x�cur ion wh�r:ze= er not his i.^.suranc� cev�:s
sub-eoa�racto:s. Z� is the intention oF tne Owner that the
insurance coverag� re.�si��a heceia sha11 incl_�e tne covecaye
oF all sub-corst:actors.
a. CGM?�*i��TIOV IyS����VC'c TZe Ccr.��3cto: s:za=l
main�ain, during th� liFe c£ this co .�ract,
Work`rs' Com?PRsation Insuraace on a?1 c: his
emp�oye�s �o be e.^.gag�d in wo: k oz the p� oje� �
an�e: tzis cont;ac�, an� roc a'_I s•s�-con�=ac�or�.
In case aay ciass o� ecngiayees engaged in hazardcus
work oa the project unde: this contract is not
protected under the Workers' Compensa=ion �ta�ute,
. the Contractar snall provide aderua_e emp_oy¢r's
geaerat liability insurance foz t'�e prot�c=ion o�
such oc his e�noloyees not so pratec���.
b. COMPR�?��NSZVE G�:V�R�L LTa3ZLIT" INSJRAVC?: Thz
i.ontrac�or snaii prccure an3 shali maintain during
the Iife o; this ccntract Contractor's
Comprehensive veneral Liability Izsur3ace fPub'.ic
Liability aag Progerty Damage Znsuraaca) iz aa
am�unt not less than 5500,00� covering each
occurrence on account oL bodily injury, iacludinq
deati�, and in an amour�t net Iess than S500,000
Cov�ring each occurrence on accouat o£ prooerty
damage With S2,000,000 umbr=lia oolicy ccve�ace.
e. AD�ZT�oV�L LIa3_�I'"Y: TZe Co^t.actc: shall
fu�n_s:Z i�s�s=ance as saoara�e policies or bj
additional endcrse�nent to one of the
. above-mentioned poiicies, and i� the amcun� as set
forth for public Iiability and prooerty damage, the
fallowing iasurance:
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7
3. Coila�se oE buildings or s�ructures adjacent
�o excav3`ion (i= excavaticns a:e to be
oe: formed adiacent to sare) .
4. Ca:�a:,a to under7.ound utitities f.or S:QO,oa�.
Contingent Liability (cove:s Gene:al
Ccntractor's Liability fcr acts oE
sub-contractors).
9:asting, orior to any blasting be:ng done.
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Hu i I�ie-' � t isk (•�`:e ce a�ove-c: �un� s�ruc;u: es
a_� i^vc?Jea).
Cort:actual Liability (ccve�s a��
izce:�ni`ica�icr, r��ui:�mezts o� Cor.trac�).
d. AiI�'^v.'''!C3�..... I�+�.:�:�'�C: - BOD�LY Z'.�i,;UR'_' A:�� P:cC?��`-'v
Da�"„G�: T:�e C�ntrac:.�: sha1= procu�e azc ma_z�a:1,
Qllrl�i^y t�l? �.1�� C. t;115 COCl�`.�3C�i CORl��?::�;1��'7�
A�1�ORlCJ:1? :�:3�1�:�v 1.^.St2�3:1C� I1 d1 d;t0'1;2= [l0}
Iess tha� 5250,0�0� for i�ju�ias inciu�?i•^.�
ac�idezta= dea*n to any on_ pe:san az� s::�jec� to
the same li�it for each person an anount not less
than SSOO,ODO on accaunt of one accidezt, and
automebile procerty damage iasu�ance in an amoun�
net less than $I00,000. . �
e. SCOP� OF ZNSU�ayCE A�tD S?�CZ�� H��A�D,: Th'
insurancz requir�d under t:�e a�ove pa.a;rag ns sha?i
provi3e a.�.equate protectian for �:�e Cont�actor and
his su.'^.—contractars, res�ectively, aga=ns_ damage
claims vhich may arise fram ooe:ations under t:�is
contract, whether such ooerations be by tha i+zsure3
or by anyone directly or indirectly e.;iplo: ed by
him, an3 also against any of the �following sgecial
ha�3r3.s w;�ich may be eacflunter`d in t�� perrer�anca
o£ the Cflntract.
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PR00? Or C��RIAGE �F INSUR�:tCE: Th� Con�:actc=
sha11 furnis;� t::e O�:�er witn satis`ac�ory proo` o`
covera_e by insu:ance requi:ed iz these Contract
Dccuments i;� amou:ts and by carri�rs sa_is°actery
te �he Owne:. {Sa:�pie attache�?. ) �'_1 insurance
:equi.e^�e�ts ma�e unon the Coz�racto: s;�a_: aoply
to the suh-contractor, shoul3 t�n= Prime
Contractot's insu:ance not ccver the
sub-cont=actoc'� work coe:ations.
g. LOCAs. ?,GEY'" FOR ZVSURA�CE Av� BON�:*i�: The
ins�cazce and bon�izg co�npa�ies u�th v`�e��n the
Centrac�or`s insuran�e and pec�o:�anc�, pa.��n�,
mainte;�azc� a�d a�? such othe� bends a�e w'i��=n
shail b� r�g:ese^��d by az ag�^t or a:�nts hav�ng
an cFEic� locata,' w:thin the city li:n:ts o.` tn�
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City of Fo: � Wort'�, Ta: ran� Coun�y, Tzxas. Each
su�h agent shail b� a duiy cualiEie�, one uoon whoc�
s� c v ice o` p:oc�ss mai be had, and m�ss = ha �e
au:.ho�ity a:�d pow�: to ac� on behalE oF t?�e
insurazc� a^3/or bcnding ccm�a:�y to negctia�e a^d
se=tle w:t�Z tne City o` ror� ++o:th, or any oth�_
cia::�azt, a�y cla:�ns tha_ the Ciyo u: Fot� wc��a o�
cthe� cla:maz= or azy orooe: t�� own�� u'�o has be_:.
cia�nag�d, �ay hava agains� the Con;.racto� ,
insu_azce, aad/or ben�ing com�aa;. I� the local
insu.'3::c� re?.�senta=ive is net so 2_^.'IDC�.i�*?� by the
insu:a-ce o: hen�ing ccmcazies, t:Zen such a�.atho*ity
must be ves�ed in a local ageat or claias of`ice:
residing ia the Me�roplex, tne Fcrt Worth-Dalla�
a:ea. T'�e name of the agent or agents shall be set
forth on a? I of such bonds and certi� ica:es o:
insuraac�.
� C3-3.12 CONT��CTo�'S CBLiG�TIONS: Unde: the Contrac�, the
Cantractar shall pay for all materia?s, 2�bor aad se=vices
� when d�ie .
� C3-3,I3 W�EXLY PAY��LL: A certiFied coQy of each payroll
coverinq paymeat e� wages ta aIZ persan eagaged in work on the
project at the sitz oE the project shall be furnished to the
aOwner's repr�sentative within seven t7) days afier the close
_ oE each pay:oli period. A cooy er covies of the a�pLicablQ
- minimum wage ra�es as set forth in t�e Contract Documents
� shaZl be k ep t pos �ed in a cans� icucus p:acs a= t��e s i �= c � t::z
projec� a= a'1 t�i�es duriag th� cos;se o: ta� Con�ract.
C�ai�s o= tae wa�e r3�es w_11 be fu�nished t�e Cont�actor, by
, tae OWne_; hcve�re:, gcs�ing and prot�ction o: the wa5 e rates
� sha?? he the res�cas��ility of the Contract�r.
�3-3.14 C ON'"RaCTOR'S CONTR�+CT ADMINZSTR�TI4N: Any Contractor,
o whe�he: a p�:son, p=rsons, pa=tnershio, comQaay, firr,
association, corooratien o� other w:�o is app:oved to da
buz:lsess with anci ente:s into a contract with the City for
COCSS�:IiC�lOn O= w3_?C d:'1G��CC 53:7��3�V S?'*t?: F3CLilt1?S� wll�
� have or stia11 es_ablish a fully ooera_ional business o:iice
within the Fo:t �iorth-Dalla:.� me�r000:itan a:ea. The
�f Cc�fl�!dCtOC S}ld?L Cyld���� �+?��_'Q3�e� OC d�51qi1 Ci115 Qii1C? �O�
� h� may dele.;ate his Project Su?e:i�tendent) w:th full
autho: ity to tra..sa�t a11 business ac�ions requ.re� in th�
n?:.`ormance oE the Contract. This loca? a�s�ho: ic°� s;�all he
� ma3e res�ons:ble te act for the Con_rac�or in all matte:s
per�ai�inc to th� work gov�:ne� by t?�e Cortract wh�_'�er it be
administra�ive o_ othe=wise aZC as sucn sha11 be e^�cwe:e3,
a t,hus deieya_ed a^a �i:_cted, to se=t1? aL1 �nat�:ia1, la5o. or
other ex�enditu:es, a:1 claim� a,a:r�s:. t`�z v��rk or a^y other
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mat�er associa�ed suc� as caaintaia�izq adequa_e and a�oreo: iate
inssra-:ce c: s�cu:i�y coverage fe� the �rojzct. Such ?oca� /
autho:ity for a�ministra_ion of tne Wvrk under the Con�rac_
shaL1 �e ma:ncai^ed un_i: a11 bus:aess t:a:�sactio;.s executed
as pa�� c� tne C�n�_act a.e c�mol��� �
Shou:� t:�e Cort_acto:'s p:i�ciyz' base o° oge_a�ior.s be c�ne=
t:-�an in t:ze eor_ Wo:th-Da'_?as me_rccciitaz a�ea, ROt�`.=`a'�o� �
o� t;�� Con�ractor's a�sign.Tent oi Zccal authority s:za11 be
mada in w�i=ing ta t�e Engic�eer ia advance o� any wo�:c e:� tz?
pro;ec�, ali ap�rcoriat��y signed azd sea�e�, as a: c? =cab-3, �
by the Cantractor's res�onsible o•`fice:s wi�h t:za
understand:ng tha= this writtea assignment ot authority to a
lacaZ reflresentative sha?I become part of the prajec� Contract
as theugh beund directly into the project documen�s. The �
intent oi these requirezents is t:�a� a11 mat�a_s as��cia�ad
with the Contractc�'s ad:a:nis�ratian, whethe= i� be ar��nt�� .
in furLhering the wark, or other, be governed direct by loca�
authority. This sa.�e r�quire.*aen� is impcs�d on iasuranc� and �
sur�ty coverage. Should t:�e Can��ac�or's local zeor�sea�ative
fail to ne:for� to the satis�actiaa oc Eagine�r, the E�giaes=,
a� his sole discretian, maq damand tha� sach lacal �
zapresentative be raplace3 and the EnginAer may, at his sal�
discretion, s�op all vo:k nn�il a new local a�sthority
satisfactery to the Engine�r is assigned. Na credit o� �
Working time will be for perieds i.z which wcrk stoppages are
in effecL for this reasan.
C3-3 .? 5 V�NU�: V�r.ua o� azy actien here:aunder shall be
ex�ius:vA:y in Ta _ � 3�1 = LOL';lt.�, Texas .
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S::.TZCN C4-4 SCOF� Gc WC�:{
F��i C - G�V��,a:. CONOIT.LONS
C4-4 SCOP� Qr WGRX
� C4-�# . I T_'� ._*1'^ G. CJV'"�?,CT JGCv'��`i'"S I_ �s t?^e C�`:^t� _?
1;SCc�1:.LC;1 Q� t:''1z5� CCi1�CdC� l"�OCt1f�1'�.^�•.`.3 LO '��OV:C�,? i0� d
QCOrROI?.'.?i t2S?��1? P�O]@C� 'd;':1Ci1 C;1? CO�1C:aCCO: ll^�?:LaiCzS t0
con�_:uc� c: fu-n:s:�, a_? in full co�?Iia�cc� with the
r,�;��icema.^.�s an� iz�ezt o` t;�e C�n::a`_ Docu:nents. It is
o . de°initely understocd tha= t'.^.e Cont:actoc shail do a11 wo:� as
provided Fo: in the Cantract Docsments, sza11 do a'_1 ex�aa er
�oecial wcrk as may be considere�? by the Owne: as necessa_y to
D ccmolete Che project in a satis�actory and acceo�able cnanne=.
The Contrac�or snall, �nless ot:�er:+ise specif ical.y stated in
these ConLtact Gccsments, f�s:nish a?1 labor, tools, ma�eria,s,
machinery, equ:pmen�, s�eciai services, a�d i�zcidenta?s
� necessary to the prosecu�ien ar.d c�mpletion of the pro�ec�.
G4-4.2 SP�CIAL P�oVISIoNS: Shou:d any work or conditians
O Which a:e not tharoughly and satisfactorily stipula=e3 or
covered by Gene_a�. or Special Candi�ions o: these Contract
Decuments be anticipat�d, or should there be any additional
� . proposed work w;�ich is not covered by these Cant:act
Documents, then "Special Provisions" covering alI suc� work
. Will be pre�are3 by the Owze: previaus to the tine o�
rec�;ving b:ds er progosals for such work and furnished to t:�e
Hi��er in the for;n o� �d3enda. A? 1 suc:� "S�e_ia1 P:ov;si�ns'
sha? 1 he co�sid�-�.�'. te be a oa: � c= the Con _rac� �ocuzsen �s
jus� as thcuc;� t:�ey we_e ccigina'_Iy �.i��en t�:ereiz.
1J C4-4.3 iNCR?ASED a� DECR�ASe.D QUA*iTITZ£S: The 0�►ne= rese:ves
th� right to alter the quan�ities of the wo:k to be pe:fo:�ed
� or to ex��nd oc short�n the im�rovements at any time �+hez and
as found ta be necessary, and t:�e Contractor snalZ p?rfor� �he
wa-k a� alte:ed, increased or decreased a= the uni� prices.
� Such—incrzased or dec.eased quantity shali not he mo-e tia.^. 2�
pe:cent of the contempia:.ed qua^tity of such ite,� or i*e:�s.
W;^en such chances increase or deccease the origina? q::an�ity
QE any ite,n or ite.:�s o` work to be done o: na�ecia�s to be
� fu�nishe� hy th� 2� pz_cent or more, then e:the� oa�ty to the
contract shall uoon w; itten reC�.:es� to the othe: pa: ty b�
entitled te a revise� cons:de:a�ion u�on that po:tion o` the
� work above or belcv the 25 oe:cent o= the origina' quan�ity
stated in the p:occsa?; suc;� rev.sed conside:a�icn to be
deter�nined by s�eciaL ag-ee:�er,t or as he:�:c:3.`t�: pfov:ded for
"Extra work." t�o allowance w:I1 be ma�e far azy changes in
� an_icipa�e� pro:i�s noc s�a?L such cha^yes be cor:s:�e:e3 as
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waiving c� invaii3a:.ing a^y c�%�iticns c= p.ovis:cns o� t::�
Cvnt-act Dcc.:ne:;:.s.
V3.'Ld=1CR5 1�1 C'13R�1�i�� C� Sd:ti�`.3"f 53'•:?� �'iLQ?S 1�1 �$�=r1
C3�?'�'t=:1�5 Si'ldii u�? 1+^.�=��-==?:'. tl_:?1:1 3� 3�._^.��:�1C'j tQ �`.i'3
CV?:d.� Q::d;l�L�i�� C= Sd..l_d_Y 5?'*i?. *t7.�P I:1 ?dC'.7 Z.�?� S=Z?�
�llt i1C'. t0 t�E' V3: :Ot1S Ct��C�l C3��?�Orl?S.
C4-1.4 �,�T��A�'ICN 0= CON"�AC'" CC�UM�v'"5 B; C'�ang� Crde-, �he
Ownec r��erves tne righc to ma�e such ci�anc,es in �he Contract
Decu:�sea�s an� i� th� c:�a_ac,�; e� C�u3�ti�ies o` the wcr� a�
may be necessary or desirabie to insure comple�i�n in the mcs=
sa�isfactory manner, provid�d such changes do nat ma�erially
alter tha original Contract Documents or change t;�e general
natura uf the project as a whole. Suc'� c�aages shail not be
eonsidere3 as �raiving or invalidating alzy candition ar
pro�•i�ian ef t;�e Contract Documen�s.
C4-d.5 ExTR?� WOR:C: Additional work made nec�ssa:y by caanges
and ait�rations o� the ContracL Document,s ar of quantiti�s o�
for other reasans for which na prices a:� provided in the
Contract Docurnents , sha? I be def ined as 'Extra work" and shal I
be pe:fermed h.� the ConLractor in accordance vith thesE=.
Centract Documents or aoproved additians th�rete; pravide3,
ho�sver, that beEore any ex�ra work is begun a'Chaage Order`
shall bP EX�GL2�2d or �ritten order issue3 by the Owner to do
the work f.or pay�ents er credits as shall he determ:ned by one
oc more combinatian of the fallaving mathods:
a.
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Lr._ � bid pric� grev:ous'_y a�orcved.
A:� ag : ��� Iuma sum.
c. Tye ac�sai rzascnab?e cost af (1) laber, t2) renta'
ef equioment used cn the ex�.a Wcrk for the ti�ne so
used at assaciated Gena:a2 ConLzac�o:s o� Arierica
cu=ren� equiomer.t rz�tal rates; t3) ma�erials
-- en�e-ing pe=:.taae:�tly into the p:o�e�t, a^d (t)
ac�ual ccst o� insu=ance, bond5, and social
security as deter�ined by the Owner, plus a fix��
f=� t� be a:�-�ed u^cn but no� to exceed 10�! of the
actual cos� c` s�.:c7 ex_:a wo�k. The fix�d fee is
not, to include a�y a33iticnal p:ofit to tha
Ccnt-ac�oc for r�ntal o� e�uiome:z� ow^�d by him and
used Eor the ext; 3 vatk. T�e f ee shal l be f uI1 a nd
comple=P cemQensation to cove: the cos� oE
s�o�: in�end�nce, cverh�3�', .other p:o`it, gene:al
an3 a11 cthe: ex�er.s? no� included i� (1), (2),
(3?, and (4l above, ':he Contrac�o� shall keep
ac:_� �a _e ccs = r_co��s cn �he ��:.� ar.d in the methcd
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ssggeste3 by ths Ow-e: and s�ail give the Ov-;��
'access to aIl accounts, bi1Ls, vouche:s, an3 --
records relating to the �x*.ra work.
NC �C?73Z�8 Qi�?:' S�1di1 tiJe.^_CtiS? ��L?C�1V� L3;1�1? 1�. has be�:1
aaocove�' a.^.� s:gr.e�? by each of the Cont:ac_ing parties.
�C Ci3:.'�t fC� EX=:3 iia'k Q� 3:,Y �Ci'la w:Z� bP dilOw�� 111�?SS
� c:�e;e� iz v: i�in; by th� G`�+�2'. Zn case any c:da:s c�
instruc�iens, ei�he: oca? oc vrit�en, aCQfl3r to the Cor.�ractor
to ir.��olv� Ext:a W�:k fo_ �r`�ich he s�euld receive
a , compensa_ion, he shall ma�e v_itten rees�s� to t5e c;.ginee�
for vritten or3�rs autherizing such Extra Work, prior to
beginning such +�ark.
O Should a diffe:ence a=isa as to what does or does zct
consti�ute' Ex��a Wcrk, or as to the paymen� the=eef, aad the
Enginee: insists upon its per�o�manca, the Cantractor sha11
� proce�d wit:� the vo "c a:ter makiag wri�tzn request faz w�itten
erdzrs and shall keep an accutate acco�.nt oz t�e actual
zeasonable cost thereof as provided undar methfld (ILe� C).
� Clai�ns fc: extra work w'_ii nct be pai3 uniess t:�� Cant:ac_or
s�all f ile his claim with the O�rner within f ive t 5) days
before the tim� for making the firs� estimat� a`tar s��c� wer�c
� is done and un�ess the claim is saQQorte3 by satis�ac�ery
a vouchers and ce:tified payrolls coverinq aIl labo: and
materials expPn�ed upon the said Extra Work.
� The �ontractor shall furnish the Ow::e_ such installation
recor�s o� a1Z deviations from the or:giaal Con��act Documents
a� may be necessary to eaab'z Lye 0�:�?z tfl p:e�ar� for
per��ar.ent record a correcte3 set of plans showiag the actuai
� ins�311ation.
The compensaLicn a�re�d upon for 'ex�ra work' vhe�her or not
�. inii�iated by a'change or3er' shalt be a full, complate a�d
f ina'_ pay�ent For all costs Cont:actor izcurs as a r�sult or
• cpia_ing to the change or extra work, wheth�r said costs are
� kno��, un:rnow-�, for=seen or un�o:eseen a� tha` time, including
- withou_ limita�ion, an,v costs for delay, extended overheac,
zipole oc impact cost, or any othe: ef�ect on changed cr
` unc'�a^5e� work as a r�sslt or the chance or extra work.
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C4-�.6 SCH�DUL� Or' CP��.aTiONS: Be�ore corsme�cizg a*�y york
und�r this con�ract, the Contcactor s'�al? submit to the CL'ne=
a and [eceive the QWner's a�pcova' the:eo�, a'Schedufa ef
On�ra~_ic^s,' s�ewing by a st:aight line m�thod the date of
commznciRg a�s3 finis�inq ea`h o: the majo: eleme^`.; of the
contra_t. Tnere sha'1 be a?so shcwn the e=_timatec� m�n�`:ly
� cos_ o� �:ork f�c v'�ici es�i;na��s a:� �c be exaecte3. T`1z=e
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shall be p:esented also a co�rositQ g:a�h s�cwinq Lh±
27�1C1?a�?� QrO�::�S C� C��3CiUC�i�Z w�C� Cn� �1�? b��ng
p1o�t�� he: izon�a=iy and t:ze pe:�er._ag� ci ccnQi�=ion platted
ve:=ica�ly. The pc.:;=ess c:a:ts s;:a�l be pr�;a==� ca 8-1; 2' x
Z� � 5�78?,'.� 3"1� d= 2�3�� i:V? Qi3C�C OC bitS? Z1�!? j�:l^+�`.S S�id��
�P f:1::1].S�'�•a CO C,7� �'w�T?� .
C4-4.7 P�CGR�S� 5�'r.�Ju.r.�� FOR ri.a:'E� A*i� S_�i�� PL�,'i:'
FaC.IirI:'I�_. �:th.n tiln (?0) Cay; p�icr to s::b^_ssion o�
f irs� mor.thlY P=ocre�s �a;:�ent, tn� Cort:acto: sha1�
p:e�a:� and submit t� t:�e Cune� fo: aporoval six capies o�
the schedu�e in which the Con�ractor prooeses te ca:ry on
the work, the da_e of wtzich he wi11 s�ar� t;�e se�era? major
activities (includi�g procur_nent cf materials, plans, and
equzgment) and Lhe cante:aolated da�es for campl�ting the
same. The schedul� sha11 he iz the for:n o= a ti�e sc;�edule -
Critica? Path Me��zcd (CP�S? ne��+ork d:ag�a:�. As the wo_k
pregress�s, the Gontzactor shali eater on Lhe diagra� the
actual orog�ess at tne end of each par_ia1 pay�neat pe*iod
or at such intervals as directed by the Enginee:. T:�e
Contzactor s�al= a? sa zevise t�te schedule to reflect aay
a3jastments in contract time approved by the £ngineAr.
Three copies of the upnat�3 sc:�ednle shall be de3,ivered at
such i�tervaZs as dir�ct�d by the (?vner.
71s a aini.num, the constructian schedule shall incorporat�
aZI work zie�ents and activities indicatad in the p:aoosa�
and in the t�chn:cal specifica�ions.
P: ior t� th� � i.^.a� d: a`tizc c: t4e d� �a' ??d ccns�=uc�ion
sche�cl�, t;�s Caztracto: snall :evi�w Lhe draft schedul�
wit�: th� ��gines: t� ensure t��e Ccnt=ac�or's unders�anding _
of the contract z�q�si:emen_s.
The fol�awir.g gu:dpliaes s'�all be adhered to in ore�a:ing
the const;uctien schedul?:
-�. Milestcn� da�es aad final p:oject com��e�ion
dates shall b� develope3 to c�n�o:m to time
constraizts, sequ�ncing require.^..ents and
comcletion time.
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b. The cons=ructi�n p:ocess 5�3�1 be divi�_d in�a
activiti�s With time du�a�ions c: aporoxima�e?y
fou= tee^ ( 14 ) days and consttuctior, V3� 1:25 no� to
exceed SSO,OOQ, cab;ica�ior., delivery and
submittal ac=ivitiJs ars exce�tiens te t�:s
gui3eline.
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T h e construction schedule shall as a minimum be divided
into ge�eral cateqories as indicated in t:�e Pro�vsaZ and
T ec hnica= S�ecificatians and each genezal categery shall be
brokea dewn inLo activities ia enough detail te achieve
activitJ�es of a:�reximateiy fourtsen tI�) days duratian.
Fer each general ca�egory, the c�astruction schedule shall
identify all trades or subcantracts Whose x�rk is
rep resented by activities that folloW the guidelines oL
• this Section.
c. Ouration; s'�a1Z be in calenda: days and nor�nal
holidays a^d wea�he: conditions ov�r the dutation
o` the cont:act sha?I be acceun�ed fot vitZin the
dut3tion O� eac`t d�tivity-
d. One critical path s�all be sho•.+n on the
ccnst:uc'_ian sc:�edule.
e. Float ti�e is de=ined as tt�e a.�ount o� time
b�tvs�n the ea-lies� s�a:t 3a�e azd the Ia�zs�
s�a:� date o° a chaia of activities oE the CP�4
construction schedule. Float ti:ne is not fer the
exclusive use or hene:it of either the Contractor
cr the Cwner.
f. Thirt� days shali he use� for subsaittal review
unless othe:Wise s�ecified. •
Fo: eac;� o` the t:ades or ss�contrac=�, the construc�icn
schedule shali indicate the folloving procure�ents,
� constructifln aad pr�acceptance activitias and even�3 in
their laqical sequence for equipment and ma:�rials.
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8.
pre�aration and tzans�ittal o` submi��als.
Submittal review periods.
Shoo fa�rication and delive:y.
E:ection or ias�a'..la�ion.
Transmittal of manufactur?:'s oP�ratica and
maintenazce instructions.
Installed e�ui?ment and ma`.�-ia?s testing.
Cwner's operator ins'.ruction (i£ applicable).
Final ins�ection.
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9. Operaticnal t�sting.
I0. Final insgec�ion.
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I�, in t;�e o�inion a_` t4e Cwne_, voz�c accomplis;�ea falls
be:zind tha� scneduled, L!�e Contracte: shall tac� such �
action as nece�sary te i�nprove his prog:�ss. Zn addition, �
the OWne: may require the Contractor ta submit a zevise3
schedule der�onstrating his program and pr000sed pian to �
ma�ce up Iag in schedu2ed progcess and to insure com�I�=ion
oF the work within the coatract time. If the Owner fin�s
the pcoQased plan ncL accap�ab?e, he may requize the �
Canttactor to ir�c:ease the wozk force, the construction
plant and e�uip�nenL, the nu�aber of vark shifLs or th�
eve:�ime oQer3�ians without additiana: cas� ta the Cwner. �
Fai�ure of the Cantractor ta cacnQly with these requirements
shall be cansidered grounds far de��rmina�ion� by the owne=
that the CantracLor is failing ta prosecut� the work vith
such diligenc� as �ill insuze its eomp3etion �ithin Lh�
t in�e s�eci f ied.
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PA�T C - GE�E�AL COND�TZ�NS
C5-5 Cv`1TROL OP FiOr:{ �i`tu
M�,,�� �A:.S
��C"'IC'� C�-� CCNTROL GF �iCRX A`+�.'�A"'=RIA�S
� -5 1 AU'^30RITY C'" EVG:?i��� T:�e vcrk s;�a'_1 be oe: `o::�ed t�
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t'�e sa_is:actien oL the Ezginee: an� in st_ i�t com;,�lia�c� w: _h
� the Centract Docu:nen�s. He sha? 1 decide aI? ques�ior.s wni�:�
aris� as ta the quality and a�cep*a�ility of ma_erials
' fu:ni5hed, Work per�orned, rate a� prog:ess of t::e wvrx,
� overall ser,ueaca of the cons�;uc�ion, inter�re_a�icn c` the
Cantract Documen�s, acc�ptable ful�il?ment of the caat:act,
ecmDensatien, mutuaj rights betwep� C�ntractar and Owze: under
� these Contract Dacuments, supervisior. of the work, rasu:nption
of oce:ations, and aIi othe: questions or disputes Whic:� may
a: ise. Enqineer r�ill not be responsih?e for CQntractor's
means, methods, t�chniques, sequenc�s or procedures of
' construction, or the safety precauticn and ptegrams incident
�,j there�a, and he will not be responsible for t'antractor's
failure ta perfors� the vork in accordance xith the cant=act
., decuments .
� He shalZ determine the amaunt and q�sality of the wark
� comp2eted and materials furnished, and nis decisions aad
estimates shall be f inal. Ais estimates in such ev�:z� s:�all
be a condition to thz right eF th� Cantractor to receive iacnay
due h:m under the Cent.act, Th� Cwne: sha:.l hav� exec��t-ve
a�sthority to en�o�ce and make effe�tive sucn necessa:y
L, decisions anC orders as the Gont:actor fa:Zs to ca�:y ou�
pzomctly.
� Ia Li�e event c� aay dispute betveen the Engineer and
Can�ractor over the decision of th� Engineer on a�y such
matte:s, the Enginee: must, within a reasonable time, upon
� v: itLen re�uest o` the Con�ractor, rende: and de�ive= to both
the 0�-�^e: and Cont: actor, a vritten decision on the cr.a�te= in
cantroversy.
L, C5-5.2 CCNFORMITY WITH PLA`15: ihe f inis`:ed proje�-t i^ a? ?
cases sha11 conLc:m rrith li�nes, q:ades, c:os�-sec�ions,
finish, and dimensions shown on the plans or any other
� requi:ements othe:vise described in the Contract Docu�ents.
Any devia�ion f:om the a�Qroved Conuact documen�s re;u:red by
the Engineer d�sring cens�ructio�. wi11 in all cases be
p determine3 by the E;�ginee: and� autho:i=ed by the C��e: bY
. ehan5e or3e:.
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C�-�.3 CO�RDIN�T:ON 0- CO����C� DoCL'M�y�S Th� Cor.trac�
l7OC'1"'iZRCS d�? R13c'�.� lI� CF S?'J?�3� S�CLl0:1�� W.'11C�1i t3�=s'!
t^vC? _.i?: � d�? 1.*7 �`.?;1'r'3'� �'.� �?��::': :? 3;+Gi QiCV �u� i0: 3 C.:JRtC1 ?=3
d.^.0 VS?:t11 �:0�?C�� 3:G' d:l'j :?y'.i1C?:Tt?;S�S d�Cz3;:ny 1.^. O.^.@ C�
th� se�_�ic,.s is as '�iz�.z, as �ho��g�z it cccu:re� in a� 1.
sectior,s. Zn case cc Cis�ce�ancies, fig�lred di�nersien sha� j
gave.n ov�: sca'_�� dim�..s.o�s, p'_a:�s s;;all y-ov�.n cv�-
S�eClil.^.3�IOi75� 5�?CLd' COf1G�:�1CC1S 5�'13i1 CJCV?:�1 O'J?: �3:?:31
ccnditions and stan�a-d s�eciEications, and quantities shown
cn t�ze p?ans shaii g�vern cv�� t?�ese s�own i� th? P=0CC53� .
The Contractor sha:i not take adva;�tage oE any acga�ant errar
or emission in the Cen�ract Doc_�en�s, and the Cwne: shall be
pe:mitt�d to make such correc�ions or iater�reta�i�ns as mav
be dee:�ed necessary for the ful:iLiment o� the intent of the
Cont:act Oocuments. In t:�e event t:�e Contractor discovers az
aooarent error ar disc:-oa;.cy, he sra�l i.�mediately call t:�is
candi�ion to the at��ntion a= tae E^gine�r. In the event of a
conflict in the d�awiags, s�ecifica�iens, or other portians oz
tha Contract DocunsenLs which vere r.ot re�or�ed p: ier to the
aWa_d o� Contract, the Cont:actor shall be dee�ned to have
q�oted the mest expe*�sive r�salution of the c�nflict.
C5-5. � COOP.:.RATZON OF C^v*i'�RaCTOR: The Ccntr3ctar will be
furnishad with thr�e sets oz tze Contract Decuments and shall
hav� available on the si�e of the project at a2? times one set
of such Ccntract Documents.
The Con�ract s�a'? giv� to the wa�k the c�ns_ant attentio�
nAcessary ta facilita`� the prag:�ss th�:�o` a:�d shall
CC4PeraLe WIt}1 t�'1? '�L;lg:'1??:� t115 1i157,C�`.0�� d�1L� O�fl?�
Cont�actors in eve=y Fossible va; .
'i:1? COn�:3CtOr S�'ldi�. d� 3�1 t1Ri�_'S haV� C.^.Z1�?�?:1� p�_':sonnei.
availa�le to the croject sit� for proQer pe=:or��nazce ot the
votk. The Contractor shail provide and maiatain at all times
at thP site of the project a competent, Eaglish-speaking
su�e:inte�dent and an assis�an� who ara fu1ly a�sthori�ed to
act'as the Can�racto:'s age�t on the worc. Suctz
suoerintenden� azd his assista�t shall be ca�ab?e o� reading
a^d �nc�cs�3,zdinc t:^e Ccn�cact Cec�.:nents aad s7aII receive and
_'ulfill ins'.ruc'.ions from the O�:ne:, �he �ngin?e:, c: hi�
a.:tt�oriz��? r�presen:.a�ives. P•s:sua:�t to t?�is :esQonsiDility
o° th? Contract�:, the Cen�racto: shal? cesigna�e in v:iting
t� the project s���e: i��e��ent, Lo act as the Cont: actor's
a��nt on the vo-k. Such assis�ant project ssperintenden�
shall 5e a resi��nt o` Tarran� Coun�y, i'exas a:�3 shall be
subje�t to ca? I, as is t:�e groject Su�e�zaten�ent, a� a^y ti�ne
o` the day or n ich = or. any Cay o` tha �,et an v'� ich the
^G1�I,^,a?� C;2�?Cii1�7�� �}ld`. CiLC�:�5Cd1C?S r�Citl::� t}I2 F.':�S�C1C� OCl
c�lz n:eiect si_e c: a rz; r�sen�a_ive p`_ t'�_ Con�:a�to: ta
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� a��qua��ly provid� for the sa��ty o: canveniezce oL th�
t; avel ing cu�1 ic c= ths ovaers oE prcoe: ty across w`� ich tne
Qr�7ec� ex�?nds o_ �::e sa`e'.; o° Qr�ge:t� cor.�iguous to t:�e
p:oject ra��izg.
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The Con�cacter s^a'1 prov:de aII fa�iiities to ezaSl? t`e
Ezgi;see: a�d his iz5�,ec�er to ex3�:ne anc ins: ec:. th�
vot�:�ans;Zi� and ma:.�_ ia? � entecing iato t?^.e wcrk.
C�-� . 5 _'".: �G�VCY �L�/C� R?C'"�.:C.��:CN �i��X 'r;:-aZ, �;; t:��
ooinian .oE the 0�:::�= or Engir.e�:, a condit:�cn o' emer3ency
exis�s related to any �a�t oE t�e wc:k, the Contractor, or t�e
Ccntractor through his des:gna�ed reg:es�nta�:ve, shal�
res�ond with dis�a:.ch to a verbal reques� ma�A by t:�e Cwn�r cc
Engine�r to alleviate the e�argeacy conditio�. S1Ct7 a
res�on�e shall eccur day er ai�ht, whethe: tZe pro;ect is
sc�eduled on a ca:e.^.da�-day ar on a r�orkizg-da; bas�s.
Should the Contractor fail to respond to a re�y�es� from t5e
Enginee: to re_tity any disc:epaaci�s, o�issions, aT
eorrectiens necessary te con:orn with the raquir?ments of t�e
project specif ications or plans, the E�g ineer s:�all g ive the
Gontractar vritten notic� t:�at such wark ec c?�an5es are ta be
perFor:ned. The w:itten notice shall direct atten�ia� to the
discreoant candition and request tt�e Centractor tc taka
remeriial 3ction to correct the condition. Zn the event the
Contractot does no= take pasitive steps to fulfill this
Writtan re�ues�, a= �'�es no� show jus= casse fcr not taking
t`:e p. �ee: ac�:en, wit�in 2d hau: s, the City ma�� ta%c= suc�
r�mecia: actien wi�h City fo:ces or by contract. T�e City
shall tnen decuc= an amount equal to t�e enti�e costs far suc:�
remAdial action, n?us 25�, from any funds due the Contracto�
on the pro;ect.
r_5-�.5 Fi�'LD OFLZCE: The Contractor s'�all p:cvide, a� no
extra com�ensation, an adequate fi�_d oF`ic+� fo� usz of the
�nc�i�s�er, if speciFically ca�led Eor. Th� field office sha�i
be no: less tha� 10 by 14 fe�= i*� f.loor a:�a, ss�s�antia=ly
cons�cuct�d, weil heated, air �onditioned, iigh�ed, an3
ve;�thz_-proof , so tha`. documQ�ts ++i11 no= be da�aged b; �he
eizments.
CS-5.7 COtiS':"RUCTiQN STA?c�S: Th2 Ci_y, t��o�5''� i�s cnginee;,
o will fu:Z:sh the �onttactor vith ali lines, grad?s, azd
meass��^�ents necessa�y to the-Q�ope_ p��se�_ution an� cont_oI
o_` t?^e w�rk contracted fer unde: t�ese C�n:.:a�� Do_u�nents, a�d
1 ines, q'ad�s an� meaS��-e:�e��s �+ill be es�a��is�:ed by m�a^s a�
� s_ak�s o:� othz: c�:stom3:y met`tcd c� caa:'cing as may be found
co�s:s'.e�� wi�h S�od practice.
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� CS-5.9 :NSPECTIG:�: The Cor.�:ac�cr s;:ai 1 f�srnis:� t�e c'zg:ze�:
wit:� e�.e:y reasor.a�:e faci?ity fo: asce.ta::�_^g tihe�h�r o: no=
` tne w�;k as pe:Eoc:�e� is i.^. accoc�ance v:t^ the ra�ui_ements
cE c�e Conttac� Occu:-e^ts. I° t:.e c�gines: so r?yu�s�s, th=
CORLtdCCO� s'�a? L� d= d1� C.l.T.<' �erO:Z dC�:Qta:�ce O� C;1� `rC=iC�
L+ remcv� cr unccv?: s1cZ pc.�ior, o` the f inis:��.�. v�rk a� ,�ay b?
3i.�c=e�. A_te_ ex3.�.�a_ion, the Cen��ac�o� s;;a'_L res_oc�
sa:d pc:�ians o� t:z� wor'c t� t:^.e s_a�da�3 r?;�si:ea by th?
a Cantcsct uccur�.en�s.
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Shc�s:d the wo: %c ex�esed o: exa,�:nec orov� accepta��le, t^�
uncov�: ing or rem�ving and re�lacinC ei t'�e c�v�_ inq c� ma'cing
good o`_ the par=s re:noved sha11 he paid for as ex�ra wark, bu�
sho�ald b� wor�c so exposed o: exa,aine3 prov� �o be
unaccegta�Ie, the uncove_i�g or removing a�d t:�� ze�Iacing o�
all ad;ac�at de`�ctiv� or da:�aged pa: ts s5a1I he a� th�
Con �: ac to: ' s ex�erse. No wvr:t sha� ? be dor.e cr ma��ria'_s use�
without suitable su�,ervision cr insYeCilOR.
C5-5.10 R.�SdVAL OF D£�'�CTIV� AND UNAGT:iORZZ�� WQR{: A'_I vork,
ma�e:ia�s, o: Pqu:�ment x^ich has heen re�ecta� sha1Z be
remedied oz z�moved and zeplac�d in an ac�eptable manner by
Lha Contractor at his eun expense. Work dcnz beyvnd the lines
and g:ades qiven cr as shovn on the plans, exceot as herz:n
specificaliy prcvide�, or any Extza work done without Writ�en
authority, will be censi3ezzd as unauthcrize� and done a� the
ezoe:�se ot the Contractor and will not be paid for by the
owner. wo:k sc done may b� arde�ed z�a�ov:d a= thA
CoRtractor's ex�ensA. Upon the failure o� tne pa� t c= t�ze
Con��3ctc: �o comc_y w:�h any cc3e- ef the £zg:aee: made unde�
the orov:sicns o: t:�:s oa:ag:aph, the Engi��e_� will have the
as�he:ity to cause de`ective �+ork to be remedied or remaved
and re�laced and ur.aut:��rized work to be re:�oved, and the cos t
t��?c�oF inay be �2G�1Ct@d fr�m any :ncney due or to become due to
the Contractot. Failu:e tc requi:e the rem�val o-` dzy
de`sctive or unauthorized work sha21 not constitu�e accepta:�ce
of such vvrks.
� r5-5 11 SUBSTITU'"'c FtATcRIA:.S OR EQ�.:IP:�!�N� I* t:�e
SoeciFications, laW, ordinance, coces or re:,ulations pe-T�=�
' Cont�actoc to furnish o: us? a subs�i:.ute t�a� is equa'_ to a'�Y
� mate�iai o: eq1iper._-t sgecified, az�i if Cortracto: wis`�es to
furnish or use a p:oposed s::cs:itute, he sha:l, prior to the
orecon;�ruction confe:ence, mak� writ�en a�Qiica�ien to
� ce:tiEying iz w'i�ing
E`G:•���R fo: a�or�va' o� such s�bs�it�:t'-
�ha� the p�ogose�? subs�i�ut� vill pe:Fo:m adeqsate�y the
functior,s cal? �� fo� by the �,e-:e:a1 �'-sign, be s�:n:1a: a�� cF
� equa: s:�bstance to tha� s�eciEied and be sui�ed to the sa-�e
use a^3 ca�able o° pe:Eo:ming the sar� fuzctio^ as that
s��cif ie�i; �an� identiEyin.; ail va: iaticns ef the pro�ose3
�
�:-5 (5)
�
5'1�Stitute fro,r, tha= sYeci`isC a:�d inaica_ing availab:.�
R'.d :�1�?[1d•'lC3 S�: V..`? , NO S:1SJ5 � 1 ��: `.� 5'13Z L b" O: G�?: �Q O C
1f1�..3?!?� v11r�IC:1_ L;Z? V_'i�.r�:7 d.�.v.:V3� C: LlC ;;�o� Fi~C �i��� D?
C.'1-? ]tl'�C'j� OL Cri? ?��13�1�j 3'1� �z'J r?�;'11:? �.0�1..:d__O: CO
�:1��115�': S'.:..ii C�L1�� Gd�3 d:C�1� t�^.Z C��2CS?._^. S�.S�J5..1�.`1_? d� t"i�
CCfi�iC?:5 Z^..2� Ll:l?.'�.`.. �� S'1jS`_: �1�' SZ3? � ��? O.'�.'_:?� O�
1,^.5�3'LL3� W:"1 _ 5'1CR G2:::.:^d�C? �'13'�':�8? d,7•� �OCS�S dS
�.n 1 Lr �J `
Gune._ ma;� r�:�sz='- w'^._ch s„aIi C� f�.:.nishe•.{. a_ Ccntractc_'s
ex�=_ns?. Con'_�a���. s�a_1 inc?:a.,iFy a:�c hc:d ha-.,,_ess Ow^e=
an� ��zginee: and anycne direc�Iy c; ind_:��,. �� e^����re� by
Pi�het o� them fcon and a.;ai�is� tne ciai:ns, �iama,es, icsse�
and expenszs ( inclu�i�ng a_torneys fzes) a. isirsg out o� tne us�
o� substituted ma��ria:.s oc equiom�nt.
C5-5.12 ��'".PLES aND T�S'"S OR r.ATE�:?�?.S: khe:?, in t:�e coinicn
e� the Engine�r, or as call�d for in the Contract Docs;aea=s,
tas�s of ma�eria:s cr equiQment a:� nec�ssa�y, ssch t�s�s wili
be mac:e a� ths ex�e :se o� aad paid for direct to the tes�ing
ag�ncy by t:�e Owne: unless other+�ise s�zcif icai ly prov�d�d.
T:�e failur� or t::e Cwne: to make any t�s�s o` n:a�erials sha�l
be in no way selie�se the ContracLor o� his r�sponsibility af
furnishing mate:ia?s and eqsipment fully conforming to the
zequirements o� the Con�rac� Documents. Tests and sampling of
s�aterials, unless othervise spe�ified, vill be madP in
accordance with the laLest methods prescribed by t�e A,z�erican
Soci�ty for Testing Mat�rials or sQecific requiremen�s o� t:�e
Own�r. T:�� Con �racto: sha? I a��vide such f3ci? i_i�s as the
czcinee: ma� re�u�.� f�r coiTe_tinc and forwar3:ng sarr.�I.es aad
ShaIZ nct, withou; S^e�i�ic writte� pe::��5sior. o: the
EfIGi�'7e�:� !IS? �ZZ :it��_:�31S r??�?S211�?C �`� ��fL Sd:I1Ci�S 12t1_li
��s�s hav� heP : made a1d tae ma�_:ials apo�cve� for use. T�e
Cer.t.ac�o: vi?1 fu:nish adequat: sa�oies withe�:� charge to the
Cwne:. �
In case oc conc,ets, the aggt:ga�zs, design minimum, and Lhe
mixin, and transpc_ting equipmea� shall be a�oroved by the
F.nyinee� befe:� any conc:e�� is piaced, a�d the C�n�acter
s',ai� b_ res�cns:�i� fcr re�Ia�ing any c�nc*e:.e vh ic`� does nc _
m��t th? require;�ents o` the Contract Occu^ents. Tes`_s sha11
be rna�e a� leas� 9 days p�ie� to the p?acinc o: co�crete,
us i�, sa;ngl�s f rem th? 53::12 ayc:ega`_e, ceTent, a-sd mo: ta�
�rh�ch a-� to be �s��? la��' :n t`;e corcre�?. Shou�d t!�e sou_c�
o� S:,I��ly �?:anc�, nev t�sts sha_1 be ;,i3�e p: io� t� tZe us? c`
the n?� ma�eria:s.
CS-5. 13 5"'OR.�G� C:' M�:'=�:�,:,5. �Ii ma_�: ia? s w`:ich
us�d in �he cons�ructio.^. ooe:a�io^ shall be s�o:z�
insu-e the pr_s?�va_ion o� �he eua:i�y and fi�^ess o.`
�:��n cire�ted bv t�e Engine�r, tn��• sha11 b� rlaced
O.� 3 C_ C: 21� C. OC.7�, rSd..�., C�2P.., C'..:'d}J:a 5'.:: -dC?S d�G�
a= e to be
so as to
Che vOC'�c•
on wocde:�
f1C � Oil �il?
C7'S i5)
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� q:o�n�?, and shall h
mat��ia'_s sha11 b�
promQt i.^.s�ection.
e placed un�e� cove: when di:_ct��. ��o-e`�
piaced a�d located so as to f ac i I i ta �e
� CS-5.1� EX.STi�G S;RJCTLiR�S A�� UTI�iTi:S T�e Icca_icr. a:zd
C:�a^s:�ns shcwz or. the P:3n5 re:a:ive to ex:s�inc u�ilit�e5
a:e bas��' on t'�e bes� iz_'�c�na�:on a��ai?a�?e. Omissi�n �:�n, cr
� the inctusion o` utility l�ca�:ons on the F�ar.s is no� to b�
con�idered as tne no.ZeXlSt�nce of, or a�e�in.te leca_:on cc,
exis=ing un�e�c_o��^� u=iii:ie�. T^e Icca=ior. o` :�a,�� c3s
� 1itd:flS� W3=c.'C Rtai15� COl1G�t1��5� 52'•i�� I1Z�S d:la 52�V:.G� Z:7eS
for alI uti? ities, etc., is unkaoWn to the Own�r, aad tze
Own�r assumes no resgonsibility for failure to shcw az: or a'_1
a � suc� structures and utilities on thz plans or to s:�ew t:zem ia
thei: exact Iacatien. � Zt is raut�sally agreed t�Za_ suc:� failur�
wi1Z nat be coas:dersd ss_ficient basis fo� c' ai:ns for
� additiona: comoensa�ion fo: Extra Work or for incr�asiz; the
pay euan�i�:es in any manaer wratseever, u�less an ccs�zuction
' encountered is such as to nec�ssitat� c:�anges �n t:�e lizes and
, grades oF co^sidera�le magnitud� or Zequiras the buiiding o`
� special works, provision far which is not made in the Cont=act
D�cuments, in Which case tha provision in ?bese Cont_act
Documeat� for Ex:.:a Wcrk shall 3j�Dif.
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It shall be Lhe Contractors resoonsibi2ity to verify I.ocations
of a3jacent and/or conflicting'utilities sufficientl� in
a3vance �� construction in or3er tha� he may negotiat� such
local adjustments as necessary in the cons�ruction process to
pcovid_ adequa'e eLearancas. The Contractor sha?1 t_:c� a_I
neces�3:y p�ecauC1ot15 2Z o�de: to protec� a�� exis=i�g
�tilities, structure� and s?rvice Ii;.es. Ve:izication of
exi�ting utili�ies, structures and servicP lines shai2 include
notification o` aIl utility companies at least forty eight
(48) hours in advance o� cons�ruction including expl�:a��rY
ex�avatien if aecessary. All verificatiun of existing
utilities and th�ir adjustment shall be conside�ed as
SubS�di3:'y wo�k.
�5-5.15 ItC:'ERRUPT?OI` Cr S�R`JiCE•
a. �o:mal P:osecutier.: In the ne:�na1 prosectuion o`
vc:k w�ne;e the inta:ruetion o° s�rvice is necessary,
th� Conttacto: , at 1?ast 24 houcs in a�?vance, sha' 1
bA t�qui*ed to:
Z, Notify the Watz: De�artrent's Dis�rib��icn
Division as to loca`.ion; tim�, anC sched'�le o`_
secvice interruotion.
� CS-5 c7l
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2. Notify each custome: persona?ly thrcuqh
:esYonsible pe:sonze' as to ti:�e and sc`edule
o� the inte: rupticn a� t:�e:_ service, or
3. In the eve.^.:. tna= ge�sc^a'_ notif ica_ian of a
custome: cannot be �aa�, a pre�ared tag fo:�
s'�ail be a�tache� to the c;:s�e��e;'s en�razce
doo: kno5. The ta; shall be durable in
cor�gesiticn, and in la:ge bold type s;:a11 say:
'NCT:C�"
Due to Utility Zmorove:nent in
your neighborhood, your (wat�r)
tszWer? servic� wiil be lZter-
zupted on be��+eea
t:�e hours of and .
This incflnvenience Wi11 be as
shor� as possible.
Thank you,
Cantractor
b.
Ei+era�ncv :
in�erruptio�
i,zunedia�e. _
Address
Fhone
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Zn the event t?�at an unfor�se�:� s�r��ic9 �
oc�uzs, aotic� shall be as a�ove,bu�
C5-S .Ifi MUTQAL R�SPONSiBZLZTY OF CON'"�aCTORS : Zf , th�ough
acts or aeqlect on the part af the Ccn�ractar, aay othez
ConLractar ot any su�-con�ractor shall suf:er ioss or dama�e
on the �ork, the Ccntzactor ag:eas to szttle with such other
Contr3ctor or sub-contractor by agreement or azbitration. If
s�ch ot:�er Cont;actar or sub-cen�:ac�or s:�a?1 assert any claim
a qaizst the �wner on account of a�y da�age alleged to have
been sustained, the OW:�er vill notify the Contracto:, Who
shall indemnify and sav� ha:miess the 0�^e� against any such
claim,
CS-5.17 CLEAN-LP: Clean-uo o£ surplss a•^•d/or vas�e matQrials
accu:�ulat�� en the job si;.� du: ing t?�e pcosecution o_` the vozk
unde: these Cont:act Docum�nts s;�all be a�complished in
kea�ing rri�h a daily ro�stin� establishe3 to the the
satisfactien o` the Enginee:.: T�r�nty-=�urs fours after
written natice is given to the Car._racto: tha� the cleaz-up on
the job si=� is procee3ing in a cr.anne: unsa'.isfac�cry to the
En�ine�r, if the Ca�=racte: fails to cor:ect the
CS-5 (8�
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� unsa�is`a�tory proce�ure, the City cnay take such direc� ac�ion
as the Engine�r da��s apptoo:iate to coc:ect th� cleaa-up
" G�?°1C1?nCl?S C1�3a CO Ci1Z CQt'1�C3C�Or 1['1 C�'1� V:1tC?1 [lOt1C?�
and the c�sts oE s::c� direct a==ion, p:us 25� o`. such cos�s,
i .
,, sha? 1 b? deducted f;om mon.�s du� or to become du� to t:z�
Contrac�cr.
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Upon the com�le_ion o` the praject as a w'�c1e as c:.ve.e� by
thes� Lontra�c Decu�e��s, a:�d be.`�:e Einal a�ce��azce a�3
final payment vil: ba r�a3�, the Cont:a�_or shall c�san a�d
r:move fcom th� si_e o` t':e pr^,jec� aII surQlus and disca:ded
materials, tempe_acy structures, and debris oF every kind. �ie
shall leave the site of aI1 work in a aea= and orderly
cond i t ion equal to t:Za= whic:� oriy ina�ly existed. Su:�? us and
wa�te ma�erials.re�noved f:om the sit� af the work s�all be
dispcsed c` at I�c3�icns sa�is:ac�ori to ��e E�ginee�. T'�e
Cantract�r shall. theroug;:Iy c1Pan a�l equi�mea� and ma��rials
insta?led by him and shall d�iive: over such mate:�als azd
eq�iipment in a bright, clean, polished and nz� apoea:ing
condition. No extra campensa=ion Will b� ma3e to the
Coat�ac�oc for any clea^-up r�quire3 an the projec�.
CS-5.18 FINAL Zy5?�CTiON: Whenever t'�e work provide� far in
and contemolatea undsr the Con�ract Documents has been
satisfact�rily cam�Iated and finai cleazup pez£ormed, the
Engineer will notify the Qroper officials of the Owner aad
request that the sinal inspection be maae. Such izspec�ian
vill be made within ZO days a=t�.• such no=ifica_ion. A�ter
sich f ina� ins�ec_-on, iy t:�e werk and matacials and eeuipment
3.''? iOtl.^.Cz. Sd�15�3:,'�O�f� tt12 COfI�:dC�O' V�il i'� fIOtZ�l?G 1C1
wr itin, o° the acceptance of the sa�:�e a`�er the p:o: e=
resoZ��tion has been passed by the City Ccuncil. No ti:�e
cha:ge will be made acains: the Contrac}or be_ween sai� date
of notification oi tha Enginezr and thA date of final
inspection of the work.
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CS-5 (9�
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P•=,�� C - G�*�'cR�:� C�ND:TIGNS
C6-6 LEG�L R�LA:'IOtv.; Ay0 PUS�IC
R��['ONS13.LrT.:
S�`"'IGcti' C5-o L���� R=_A":CNS A'+u PU3i.I_ R=5?�`'S_3:...I�.'
� C5-6.? L�'�� TO H? C?�=�','��: 2::� Con�ractor s�a:l a_ a_1 ti�e�
oose:�re and c�mp? y w�th a:I F�de:a1 and S�a_e La•.�s and Gity
o.�_naac�s anC r��• '_a=i.,:�s v:^.ic`� i:� an;� way a`:e_� th� c�nduc=
� c: �n` ve:k e: n�:s oce:a=iens, an� sha�� obse:va a.^.d comoly
v:th a11 ord�rs, Ia•.:s, or�inances and regulations w;:icz ex.s�
- - or �rhi�h cna�� be enac�e.�. Iat_. by bod�es having jurisdic�ien or
a�s�hoti_y for suc'� e^act:�ezt. No piea of misuzde: s�andiag o�
ignera�zce thereor w_ZI he cansiderad. The Ccnt:ac�or a.^.d his
L�+ Sureties s:�a11 in�e:r:n if� and save har:niess the �ity and alI o�
i �s o� r icers , agents, and e�noloyees agains� a^y and alI claims
� or lia�ility a= is:�g f:o�n or based on the vio? atioa o= a.zy
s�ch law, ordinanc�, zegula�ion, or order, w?�e�her i_ be by
hi�nsel: or his e:n�loyees.
C6-5. Z PERMITS A:�7 LICE*�SES: The Ccn�: actor sha? I procus � a_1
per�i�s and iic�ns_s, pay aII charges, costs and fees. and
give all notices necessary and incident to the due and iaw:u?
presecuticn o� the xork.
C6-5.3 PA'^EVT�J DEvICES MaTER�ALS AND PROC�SS�'S: I: t?�e
� Can�ract�r is require� or �esires ta use any des:gn, devics,
� R1d�2tld:� CZ PiOC�55 COV?�?t�. �y lA��_Z� pd�Zl'1�� QZ C.^.OY=1C�:7��
he shall prcvide rcr s�c`� use bv suitaSle I�ga? ag�eeme.z� wi�`�
the pa�entee o: ow^e: of suc'� pa_eat, Ie�tet, or c�F;,ig;�tzd
� design. Zt is m�.:�ually ag:eed a�d unde�stocd tha� without
exception the cor.tract prices sha11 izciude alI rayal�ies or
cost a: ising f:em pa:.ents, trade-marks, and cepy rights im a.^.y
� way involved in the wvrk. The Contractor an3 his su:eLies
shall indemnify and sav� hai�Iess the C�+ner from a��y and alI
claims for infri�ge:nent by reason of t5e uss of any such
�'► Qatente� design, device, material or prccess, o: any
4 trade-;,�a:k or cecy righ: in connection vi_h the vork ag:ee� to
be performed un�s: these Cont:act Docu:ne��s, and shall
- in3em�iEy the O�:.e: for a.^.y ccst, ex�ense, or Ca:�age which it
� may be obliged to pay by reason o` such in`: i.^.g�men� a� a^.y
time du: ing the pr�s?cu�ion of the vcrx or a`ta: cecnp?etion o`
the �rork, piOV1G�2'.3., hcwe�:e., that tt�.e Qvze: vi11 assu:�e the
� r�s�onsibili�y to defend any an3 a?1 suits bre�.:gh� fo: t'�e
infring�^;ent of a.�•f oa_e.^.� claiTe� to be infriz:pd upon hy the
design, ty�e c: ccns_ruction o: ma_erial or equip�en�
�T, s�ecified in the Contract Decuments furnishea the Contractot
, by the Ow^e: , a^� to ho1� the Con�: acto: ha:.;.i�ss oR account
o° such suits.
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Cfi-6 (11
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�5-5.4 Cn'I�T�.�Y ??.^.V�ST��� i.,? �0,._:�C��. 5`.1diZ ��_�J'_LS~
d'..': �Cl:�.=? d.'.1C^�j ..i5 ?.^..C��:�'/??S 5..��^. �n,,.,i3_.O„5 �^� �?� .: C:.
CL?31.1,.�?» d;1� G�_>>CSd} C� C1d��3�� Z.^.� Wd�..? d� w�� � L?.^.C3. i��
t,i�V?::_ �il� 1;'IC�'��i^v!1 d7: S�.C?3<'� C_ 1'1.?C�1Jt15 O. C�„�3:. G'.�S
Gi:S?33?S d�� t0 8°i?C�1V��'! C:?'J?�i� t�1E' CC?3=10(1 C; d f:�iSd^C?
a5cu` t�e verk or. ar; P=oca_ ty e_ _ne_ cub:i� a_ p_ . Ja_e, az�
s::ch regu� at icns as ara :ecuized �y La�r s�al? be cut i^�o
l�L:.e�.3=� fO�C? d.".'�. A�.:'�C'.� �'j L.i? CC��:d=�C�. 1:'Z L7?C?55�'•�
5311�.3: `j COf1V?:'li?:1C?� :Or 115? �: ZdtiJC�?:5 07 t.�? '�+.^.:X�
pcoo�rly secluded from pub+ic o�servation, 573�1 b�
cons_ructed and ma:nt3ine� by the Contractor and thei. us�
sha�l be st�ictiy enLorced hy t�e Cont.acto=. A_' suc�.
facilities shall be kept in a ciean and sa:�itary cond:�icn,
f:ee fro�a objectiona�le oders se as not to cause a nu:sance.
All sanitary Ia�s and r�gulatior.s o£ the Sta=z a` '''_xas a:.d
the City shall be s:.: ictly comp? ie� vith.
C5-6.5 ?'J3�IC Sa:'�'"Y AVD CON�T'�i:_VC�': Mate�ia?s cr e�ui�mer.:
s�ored a�out the work shali ce s� placed and usnd, a:�d tn�
work sha?1 at a:I times be so conducted, as ta cause no
greate= obstruction �r inconvenience to t:�e public t:�an is
conside:ed to be absolutely nec�ssary by the Eng�.ze�r. T:�e
Cant.actar is r��uirad to ma:nta:n at aIl ti:nes all phases or
his work in such a manner as not to impair the safe�y or
canvezi�nc� o� t?:e public, inc?uding, bu� nat Iimited to, sa�e
anc� convenien� ingress aad egress to grooerty c�n�igucus t�
t'�e werk a_-ila. ':he Lon�_act�: s:�a._ �r,ak_ a��.aa�a p.o'r:siar.s
t0 rZ,*1G�?" Zz35C :d.``.�� i�C�?55 dZ'� E!� ��SS �o- ncr:.ta? VE�':�C:1:3=
�-3°==C� ZXC�CC C::=i.^.g ac_ua= C_?;1C"I�1� oZ QIy.7e 1Z5=3��3�1Ot�
ooe_a:ions, at all driveway c:ossing�. Such provisions may
�include b:id,ing, place�r�ent of c�ushed stone ot gravel or s::ch
other means of p:evidi�c p:ope� ing:ess a^d egress f�: t�:e
grooerty �erv�d �y the d: i•rewa.� as the Eag:neer may ar?rove as
ao�rop:ia�e. Such o�he: means may include the dive:s:on oE
d:iveway t.afLic, with s�eci�ic a�wroval by the Engine�f. Z`
di.v+:sien ef traffic is acproved by t?�e �r.ginee: a� azy
loca=ion, the Ccnt.a:.to: sha� � r.a'zz a_ ranc��en�s sa�is`actory
to the Enginee: a� a,y locatio^, the Con�ractor shall make
a:-a�ge^en�s sa�is_actory to thz ��qir.e�_ fo: t:^.e �:ve���on c`
traE:ic, an3 s'�all, a� his cw� ex�e::se, orovide a?1 mat�ria:s
� •'�e ccnstruc�ion a:�d
a�3 n�:fa:rn all �+�=� necess3:y Fo: ��
�r,ain��na�ce o` roadwa;s 3;�c bridg�s fo- such dive:sion o�
traEEic. Si�ewai:�s mus; ne� be e�s=�ucte� excep� by s�ec:.a:
�c�: T1.551C^1 O: C�'.� E7y^ 1:1z?: .
�[S? Rtd�?: 1di5 eX�3V��?'; d:1G� �i'.e C�!15.`.".1C�1C.^. Rt3�ZCidiS 5:]Ch dS
�i�e use�' in the co^s_:uc�ion o` t�e v�'k s`�3' L be p' a�ed -so
as r.o� to e^�a���: t'�e v�-;c er pcev�n� f-e� access to a.I `i:e
h;�ca^�s, t"i:e a'_a_m box_s, oclice ca? 1 boxes, wa�e_ va?v?s,
Ca-5 l2l
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� gas valves, c: manholes in t�e vicinity. Tie Cwne; rese:ves
C�1e rl^y�1C t.� reme�;f a�y tl?^,.�?C= ofl C�Z pa�� Q: t�'1? COZ=:3C�`.�:
d5 L'?�3;�5 t0 P�1�� :C CGf7'!?.^,��.^.C? 3i1d sa`_e_y `�}'1C�1 I�t3'! CCC:? C.O
l.`.S d__BCl�la(�� d�L�T t'.e:1;;J-:0�:: hCt1:5 l7d:LC? 1:7 :J: i`..1:1�'j t0
� tt:? CO'S�'.:3C�0� � 53'i? 1:2 C3�?S O� �!+1e:^y�ZC� '�IL:'�(1 1.". 5:`d�? tld`��
t'ne right to reme�� a^y neg:ec� w:thou� no`.ics, a:�d in e�_::�:
casz, tne cost c� s��ch wcck de.^.e e: ma`e_ ia_s f�s� z:s'�e�' by r`�'
Q p4^e: or b� the Ci�y shall be d�duc�ed frc�n monie5 due o= t:.
be�ome due�t� t`:e Ccr.�ractot.
� The Cont:actor, a`�er a��r�va? oL the Eag'_neer, s::a_1 rscti`Y
� � the Fi�e De�ar�:ne.^.t KeadC�ar�e�s, TraEtic Eng�neer, and Police
IIe�art:nen�, vhen any st_ee� or a' ley is r��ues�ed to be closed
� or obs�zuct�d er any f irz hydra.zt is to be ma3e inaccess:�le,
l� and, w!�en so di= acted by the Eng:n��z, shall ke�� ar.y straet,
s�tee�s, �r highways in c:.ndition for unobs��uctsd u: e by f ir�
� a�Qa: atus. The Contzactor shail promc�:y nati�y t`�e Fi��
Depazt:nent Fieadquarters �rhea ali such obs _ructed s�re==�,
alleys, or hyd�a:ts a�e again place� back in serv=ca.
� where the Contracte= is reqc�ired to construct te:�pe:ary
bridges or make otzer arrang�ments for c:ossing over ditches
o= streams, his zQspoasibility for accidents in connection
Q with suc� crassings sha?1 inclnde the roadway agproaches as
xe?1 as the structures of sueh crossings.
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The Contracter s:�aZl at aIl ti�es conduct his ope=a=ion aad
the use oF�eons=ruc�inn machine:y sa as not to da�age or
destroy trees and shrubs lccate3 in ciose prox::�i}y to or en
t:�e site o� t:�e wcrk. whe:ev=.: aay such da-�age may �e done,
tr.e Ccn�ractor sha' : i:��edia�ely satis`y aIl cla::ns of
p:oge=ty ovne=s, ar.d no pay�nent vill be made by the Owze= in
se�tlemezt oL such clai;�s. T:�e Contractor shall file with the
Eng i�ee: a w� it�en s�a�e.^�ent showinq aI? such clai�s adjus �ed.
C6-6.6 PRZVILEGES OF CaNTRACTOR IN ST�V�+TS, ALLEYS, AVD ,
RIG'r.;-0: -wAY; cor the pe: �or�nance o: the contract, the
Con�ractor will �e pe:mit�ed te use ar.d occuoy such portians
o` the public s�re��s and alleys, or othe: public places or
o_he� rights-o�--ay as p.ovi3ed for in the ordinances of the
CiLy, as shnWn in the Contract Doc��'���*s, or as may he
specifically authorized in w-iting by the Enginee:. A
zeasona�le amour.t of too:s, mat�: ials, and equip:�er.t fo=
cons�ruction pu�reses may be stor�� in such space, b�.:t no more
tha� is necessa:y to avoid delay in the construction
co?: a�ions. Excavated and vas �e ma=e= iais s!�all be pi? ed or
stack?d in such a.+ay as no:. to, inte:Fz=� with the use e�
s�aces tha= may be designa_ed t� be le`t free and unobstructed
a��d so as net to inconve^ience occupan_s o� a�?�ace^t Qcoee:ty.
I� �he s=ree_ is eccupiea by r3:lv3y tracks, the vork s'�a?1 be
Cb-6 (3)
car:ie� o.^. in Su_�, mann�: as n�� to int�;;?:e vith tne
o��ra_ion c� t�ai�s, Ioa�i�,g �, unload:ng oE ca;s, etc. Ot:z�=
CCC;��d_�4:5 CC C.'��? �.4'::?: ':d'1, :OZ d�� �t1�:v5?S :?.^��11�?� �.7V t^.�
CO�:::d:�� e1�`.?� 11�rJ:� t.y?•�.i0:� d.'.C�.. t..'�.^:.1�?S 115�� b�� ti:?
CCR�:3_ _Ct a^� 5:^,a�� �'? p:^,v_.'�.?d d'_i :?35�r:a��1_� F3C1? i�le5 d::d
d55:S�d.C� FO� t.`7? CO'iY?�_1Ct1 �i 3'��0111:1y^ v.^.;iC. r��;1
a� i^ � • ^�- � -e� � t c c�^r ` r his use s:,a� 1
uc. _ �r.a g�u. _� s__ ,,; he C r,�ra .. ..c
be p-ov:�ed by h:�s a� his o�.rn c�s� a^� ex: ensz.
.
C5-o.7 R.�I:,'fi�'' C��_�:vGS• w�;e,. t`.:e wcr�c enc.cac:-�es upen a::Y
zig^�-o:-�.:ay c: any za::w�v, tne City will 52C�.1:e tn�
necessa.y ease�en� for t�e werk, �►::e=� the ra:l•�ay tracks a_�
to be crossed, Lhe Con�:act�: s�a-1 o�ss:V� all the
regu.ations and ins"uctions o: the rai?way c�m�a.zv as to t::e
me�hods of pe_�o_�iag t:�e Wor't azd ta'z_ a11 pTecau�iens f�r
sa`e�� af p.og�rty a1d t:�e pub? ic. Negotia=ions wit:� t.:�e
railway comoan:es for oe�;ai�s shall be dcne by and through t:�e
Ci�y. The Contractor shall give t:�e City notica not Iess than
fiv� days pricr tc the time ef his int�nticns to begia work on
tha� po:tion of the pra:e". w�ich is re�a��d to th� rai:�ay
proaerties. The Contzactor will no� be given ext:a or
additional comg�nsation for such railvaj crossings unless
specifica?ly sat f:�zth in the Can�ract Documents.
CS-5.9 Br�R:�TCADES, W�,RyZ�IGS AND W�TCH�iEy: W�ere the work is
carried on in or adjacent to any s�reet, alley, ar pab�ic
p� ace the Cantractor sha_1 a= his owa ex�e.^.s� f�rnis`.:, erect,
,
and mai:s�ain such bar: icaCes, fenc�s, lights azd d3,1g��
sig:�a_s, s?�a? 1 Y�ovi�e ssch �a���h:�e::, aad sha11 �ake a?I such
ot!�e= preca���iona_y measu_es for �he p�ctection o� pe.scns o:
p:operty and oL the werk as ara n�c�ssary. Barricades a�d
fenc�s shall be paint�d in a c�ler tha� will be visible at
nig`��. e,om sunset to sunrisz �he Contractor sha�i furnish
and main_ai� a= least one easily vis=hle burninc light at each
barricaca. A suf=icient numbe: ec barricades shall be erected
and maintained t� keep pedes�.ians avay from, and vehicles
f ron be ing ar iv_� on or into, any vor'�c unde: construction er
bei-r.r main�aine�. The Ceztractor st;all fu:zis;; watchmen and
keep the:n at thei: respective assignments in sufficient
num�e's to protec� t`�e �ork a^.� p����snt accident cr da�+aqe.
A� 1 izstalla�ions a-:� p_cce�::res s`:a11 be consis�ent with the
provisions se� fc:th iz the •198� Texas Manual on Unifc:;n
TraF� ic Ccntrol Gev:ces fer S�.e�_s and ciichways" issued undz:
th� a�thc:ity o` the "Sta=� c` T�xas L'ni.`orm Act R��ula=ing
T:a°�ic er. riich�:ays", c�Ci;ied as A=ticie 670i3 Veron's Civi'_
5:3C1�?5� J?i �1C1?::.`. S�C�1C^� .�`.�illC 52:�1C:1 ?�i.:5. 27 � �� � 3� 3:1v
3:. .
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� The Cvntcactot vill ne� re�nov� any :�gulato:y sign,
inst�u==iona'_ s:gn, s�rae� na�e s:g�, oc o`.h�: sigz whic`� has
be�., e:ec_�� by th� City. If ic is d�te.mined tha� a s_g�
� mus� b? re�o•le: to Qe=�=t =?Quire3 cons�ructicn, the
Co�.t:actor s;�a? 1 c�ntact the Trans�or_a�ion azd P•sbiic „or.cs
�" deo3:t:aez'�, Sig1s an3 Ma:kizg� Divisioa (phone nu-�e:
8',�0-3�751, to ra:�ov� the s:gn. Ia th� case o° reg'.Ia'�=Y
Q s=gns, tne Contractor must re��ace t;ze Qe::�a^azt si4^� w-�:z a
tempc�a:y sign m�eting the re.;u�r��=n-s c`_ th=_ a�ev�
re`�:ence� ma���al and suc� tz:�Yoca_y sign must be inst311e3
p: ior to thz re�cval e` the per�na:�_nt s:g�. S'_ t:�e t�r„�cra_y
� . sigz is no= izstalied cc:rectiy c: if it does not mee:. tn�
required s�ecifica�ions, th� ger;nanent sign sha,1 �e I'== i�
piace until tha te�pozary siga requit�ments a:e met- W5?z
O eonstructian work is comple�ed to the ex_eat tna� t:�e
par:�anent sign car. be rz—i.^.stall�d, the Cont.actor shall again
� eontact th� Signs aad Markings Divisicn to re--ns=all the
permanent siqn azd shatl leave his tamporary sign i� place
until such r�—ins�allation is completed.
' The Cantractor wil2 be he_d resgonsih?e for a_1 d3mage t� the
� vork or the public due to failure cf barricades, signs,
tencss, lights, or watchmen to gratect th�m, wheze��zr
evidence is found of such damage ta the work the E.zginesr maY
� order the damaged peZtion immediately remove3 and ze�laca� by
the Contractor at the Contractor's own expensa. The
� Contractor�,s responsi5ility for the maintenance of barricades,
signs, fences and lights, and for provi3ing watc?�men shall no�
cease urtil the gro;ect sha�l �ave heen comgleted a:�d ac-'-^r�'�'
by t:�e Cwner ,
� Ne compensation, exceot as specifically provided in these
Contract Documents, will be paid to the Contractor for the
wo�k and materials involved in the cons�ructizg, o�ovi3ing,
� ar..�. mai:�taining o: barricades, signs, fence�, aad lights oz
for salaries of vatchmen, foz the subsaquent removal and
� disposai of such barrica3es, signs, o: for any ot�er
inciZ?ntaLs necessa�Y fo: the prooe= p.otec�ion, sa�ety, and
�' convenience oF the public during tye contract pe:iod, as this
.ror�c is consi�'ere� to be subsi3ia-y te the seve:al items for
' r:hich uni_ oc lump sum pcices are re�;�es�ed in t;�e P:opesa�.
� �;T gTC, Shou'd the
.^_6-6.9 L'SE Oc EX?;.OSIV�S, DRCP k-IG �
�on:.ca�t�c �lect to use explosives, d:oo w�ight,.e�c., i� the
� rosecuticn oE ttie work, t'�e u"�nos� ca:e sha:l be exe�c:se�' at
all ti�es so as not to endange: 1i�e or prooerty. The
Contcactor s'�a11 notify the prooe: rzp:'esenta�iv� o`_ any
� �� ic s�:vice corpcca�ion, any cc�;,�3�Y, individual, o=
o��.
u'ility, and the O�ze:, not less than tw�^-Y-=o�r ho�=s in
�
_b-6 c5)
�
a�vance aE the use o: a�i activi_y v!�ich might �ac,ac=_ o:
2'�d.^.C2'.' tti1��T OZ �1:5 �C'��.^?:�'� d�.0(1g Cr adjaC?rlt CO t�.? wO:�C.
i�V:1?: ? tf1? 115�? O: AX.^,� OS_V�5 :S �O �JE S?Pr,'�l�* �2G� CCl ��? �CO]PC��
dS 5:?C1��?� 117 ts�'12 S�:.e�i3� CCf1�.�dC� �iOC:2�ei"SCS, Q� t.:2? 115? Of
enD�C��Y?S 15 i�^"�5`..?'�� C��? CCC1��3C�0� S�.d�1 SIiCRli� t10t:�A .*.O
the �ag=.^.e�: in v: _�ing t�•+e:�ty-four heu: s p: ior to co�,;,�aci^g
and s:,a1l fu:nis:; evid?nce that he has ins��razce cove=ag� to
pro�ec� a�a:�s_ a:-:•� da;�a.;�s a,�/�c inju:i�s a:is:r.g cu_ c=
ssch us� o: ex�lcsivss.
AlI clains arising ou'. oE the use o� explosives s�ali be
investigate.a. and a�+:itten r�pc�t maCe by tze Con;ractor's
insursts to the E�g:Zes: vi�hin ten (1�? da��s aFt�r �_csipt o�
v: i:�en no�ice o_` t::e cla:� to the C�ntracto� from eit:�e: the
City or the clai:�azt. The City sha=� proc�ed t� g:ve notic=
to t'�e Contracto: o� azy such claim. T;ie use o= ex�Ios:��es
may be s�ss�ended by the Engine�r if any complaint is zec�ived
and such us� st:al� nQ� be r�sumed �ntil the cause of the
camolain� has been addressed.
Whenever ex�losives a:e s�ared oz keQt, they s�a?Z be storea
in a safe and secs*e manner and ail starage p�acas shall be
pZainly marked 'DANGEROUS EX?L�SIVES' and shal? be un�'er t:�e
care ef a comflete�� +�atchman at aZI ti:nes. Ai3 vehicles in
Which expZasives are beiag transpvrted shall he plainly marked
as me:��icneC above and sha�I, insara: as possible, no� us�
heavy t,a°�ic zc�_es.
C5-5 . 10 �+OR:� W_ i'::.V ���_�+�V^5 . W;:e_ e the �ork passes over,
L:zrcuch, o: i::t� p� iva�e p�ooer_y, the Gwne: vill provi3e such
right-of-vay or eas�mant p�ivil�qes as �he City ma� dee:n
necessa=y fo: the p:csecuticn of the wcrk. Any aaditional
righ:s-o�-way o: wor�c a:ea conside:ed necessary by th�
Contract�r shall be pravided by hi;n at his own expense. Such
additional rights-o�-way o: vcrk a.ea s'�all be ac.�uir�d for
the_'�e^��it of th� City. Tze City shall be notified in
w_-iti�sg as to the rights so acquire� be�cce �+ork begins i� the
a�i?C�C�� a.ea. Thz Contractor shail not enter upon ptivate
p:o�erty for any g�srrese x:thout having previously cbtained
pe:�issior. fcom ��:? cwner e` such procerty. The Con_ractor
will no� b? a? laW�� to sto-e equipment or mate:ial on Q:iva�e
prap�*ty uni�ss aad until the speciiizd aperoval oF the
Qropecty ewne� `:as be`z secu:ed ia w:i*.izg by the Con_ractor
a�d a copy rurnis�ed to the �:�gine�r. Unless sp?cifically
p*ovid�� othe:vise, the Cont:actoc shall clea: alI
zig`�ts-o�-uay o: ease^�ents oE cb�tructiozs w`�ich m��st be
rz^ov�d to mak� Fcssi�ie g:oce; p:osz_u�ian o` the �+ork as a
oa-� e` the p�o;ect co•^.struc=ien c�?ra�ions. Tne Cont�ac�or
s:�a'? b� :es�o�^si51e io: the p;eservaticn af an3 sha_1 us=
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� ev�;y p:ecau�ion t� o:event da�age to a'_1 tre�s, s5.u�oe:y,
��a.^.t�, =a�r�s, fences, cslve:ts, curb:n3, a��sd a11 e_�e: ty?es
O: SLCt1C�t1�ZS OC 1:1�LOV?.^,1?�1CS� CO al� Vz`?: � 5?'•?:� d.^.t� �d5
LI.^+85� t0 d1.1 C�f1G�'::�5� CV'_:�'1?3� �'iC�? �:C1�5 j O: d?Jt1C�°i:Zd:1C'3�
' the, eo �, includ iny- t:z� ccns =ruct io,. o= te:-�cra: y Fe^ces, a^d
�.1 to aIl otne= public c= Q:iva�� proQert;� a_ong a�jacen_ to t;��
vcr�c.
� Th� Con�ractot s`:a=1 noti`y the p�ooe: re::_s���a=ives o`
ow^a:s cr cccu:az�s c� pu'�Iic er private lazds o� inte:es`. in
lanas w��ch migh� be a`_:�cte� b; t`�e vo=k. S�c'.: notice s::a?1
� � be made a_ leas� 43 hou�s in advance o� the beginn:ag o: th�
wo:k. Notices sha?1 be ap�Iicable to berh p�bii� anc� p*:va=e
utiiity camganies cz any c�rpo�a�ion, cemoazy, indi.vidual, o:
Q other, either as aw-e:s or ocCt2Ddlts; whose Iand or int�r�st
in land miqht affe��e3 by t:�e vo.k. The Cont:actcr s;�al3 ha
zesponsible for a=1 da�age or injury to prooe=ty c` anY
eharactzr resul�ing from any act, ec�ission, n=glact, o:
� miscenduct in the ma.^.ner or method or execution of the wark,
or at any time due ta de�:�Live work, material, or equipment.
�. When and whe�e a�y direct or ind:rect or in�ury is done to
public or private preoerty an acceunt o� a�y ac�, om�ssion,
negiect, or misconduct in the execution of the vo�k, cr in
Q consequenc� of the nen—execution thereef on the par+� of the
Contractar, he shali res�ore or have z�stare� at his cw� c�st
and expense. such property ta a condition a� 2eas � eq�sa2 to
�'` • that exis�ing be`ore such da:nag� or in�u:y was dcne, by
zepairing, rebuildin„ oc othe_wise zeplacing and resto�inq as
may bs diz�cted by tae O.�ner, o: he shali n�a'c= good such
da:�ages or injur,j ia a manne= accep�aS�e to the c�+ner c� t:��
� praoerty and the E:�gizeer.
AII fencas encountered and removed during cons�ruction oF
� this project shall be restored to Lhe o:iginal o: a be�t�r
than original candition upcn ccmpl�tion oE th�s pro;�cL.
h�en vire fencing, either Wire mes� or bar5e� Wire is to be
� cross��, the Con�ractor sha11 se� cross b:ace� Qests on
either side of pe-�ar�ent easement beFore the fence is cut.
Should a3ditional fence cuts be necessa.y, the Contractor
shall provide cross b:aced posts at point o£ the prc�osed
� cut in addition to the cress b:aced pests pcovided a= the
pe:�anen� easeme^:.s limits, hefore the fence is cs�.
� Te^�o'a:y fencing sha11 he e�ecte� in p:ace e`. t�e fe^cing
removeC whenever t'�e ver'c is not in p:og�ess a.^.� v`�en the
si_s is vaca_ed c��rnig'�t, and%ot a= a11 ti:�es to p:e•.ren�
� Ii�estock fcom en�_: ing the cQnsrructicn area. :'`�e cos_ fo�
f�.1ce re:�oval, te�ro'a'Y closures an� replace.^..z^= s�a'_I be
subsid:ary to the va:ious items bid ir the project
C
C6-6 t7f
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p� cocsa'_ . Th�: e`c: �, nc se�a-ate pa�l�ent shal? be a? Icve� -
f ' ��a w��h t:�:s vcc:<,
G; d:.! 5?CViCA d5SCG13
Z;, CdS� G� L3_1'1C? C.^. t�'1� �d: = C° t.^.? CC;1=:3C:.�: �� L'?5�:�_?
S�:C.1 v��^.C?: �V t0 R1��C= CJCC� SL:C:1 dd:'.3y� C: 1.^.1t1: f� �`-�1� C�'`%^�-
mav, u�cn d3 hc�:r w;it��n netice unce_ cr�:^a_y C_.�unsta�c's,
ar.� v:thout r.o=ic� w;�en a nu:saz�s cr ha�a_.�.o�,s ccn�:ticz
:�S�? LS � DPOC��G� t� r?� 3� � t?�,7Li1'� � C: OtZz:'+dLS� L?���-� S:1C'I
�COd2'Ci d5 fSt3� �]P G�?�?:11:1?'.�. bf �^? �:tiR?: t0 �.'e C:?C?553rV�
a:1..". L:�� COS_ t�1a:?�V Li_�1 t]? �?'rl:C�'?`.�. ���.1^ �^} iSiv^R1�S G�'1� C':
to become d�e to t::e Contrac�ar unde: t:�is Cor.tract.
C5-b.11 INDc?�'���V'-" C�N'"RaCTOR: It is understaod az� ag�sed
by Lhe pa.ties t1�:?�4 t��a= Contractor s:�a11 perfor;� aIl vor�c
and services he:eunder as an inde�ende�� cont�acter, and not
as an o�fice:, ag�n_, .sarvanL o: e�►pley» of the Ownez.
Cantrac�oz shall have excl.usiv� control of and the ex�lusiv�
right to contro. the detai?s of a?1 the work azd serv:ces
gerformed her�ua�ez, and a:I gersons pe�LOiming saate, and
sha?1 be solely r�sponsi�l� for L:�e ac�� and cr�:ssiarss �� i��
officers, agents, servants, e�nployees, contzactors,
subcontrac�ors, Iicensees and invi�AAS. The doctrin� oi
respondea� superio: shall not ago?y as between Ownez and
Contractat, its offic�rs, agents, employees, contzactars and
subcontractozs, and nothing herein shall be construed as
creating � par�nershi� cr joint enterprise bet�een Owne- and
Contractor.
Cb-5.?' CONTRaC:'pa � S ���?O�lS.3:L_TY F�� Da'".�G� CLA,?�S,
� .' - � .
C�n�cac��r �ov�na^�s a:+d a.;.?�s t�, aad d�es he�e�y 1RL�i.'fSl:liyy,
ho13 ha:mless azd de�e:�� Cwner, its o�ficers, agents,
,�rvants, and emoloye�s frcm an.�. agains� an; an a;I claims or
suits :or p:ope: �y damag� cr Iass and/or pe:sonal injury,
incluLing �ea_h, to a�y and all pe:sons, o� Whatsoeve: kind or
charac�er, wheth�r rzal or assert�d, arising ou� of or in
co�nection with, di:ect+y or indirectly, the r�flrk and servic�s
CO b? p?CiOCRtE'G� 11?=�'1^�?! �V COf1L:dC.`.Ot� I�5 O�E1C6:S� d�j'�f1C5�
e�pioy?�s, centractors, s.:bcont;actars, licensees er _nvitees,
w`�e=her or not caused, in whole or in pa�t, by alleged
r,egligence on t5e pa:t of of�ice:s, agents, s�rvants,
e�1?IOY??S � COClt= dCCOtS � S:1tiJCOf1C.'dCCOrS � L1C2:15??S d�74� 1C1Y1��?S
c` tn� G�n�_; azc said Ccntracto: do?s he=e5v covena:�t and
agre� to assume ail lia5:lity and res_or.sib:lity e` o�'��=� =*S
ofEic�_s ace^ts, se:van�s a^3 e:�r.l�yees fcr pr:,oe=tv G�3;',tdy'e o:
Ioss, and/o: pe:�or.a1 inju-ies, includi�g death, to any an�
a:I persons oF w•'.':a�soevey kind o� c'�ara��e=, rr`�e�hec z�a' or
ass�tted, a�isi�g ou� oc at in con�ec�ion uith, di:ec�ly or
i^di:ectly, the •:�.k a�d se:v.��S to be Qe�Eo_:�e� he: e�.:nder by
�.C1CidC�O: � 1tS CCf 1C�C5� ay^?t1�5 2^'JLOY�?S� CC!1�'.�3C�C.'S�
5�1�C��1�CdGC0:5, L1��f:SE.'?5 d:l� 2f1V't_�S, W�;2;;1?: O: n0� Ga'�5"� �
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l�l Vti1a1? O: 11 Pd: t, by dl lay�a3 n?C��LG}?1Co d� OF�1C?�Sr
a.�ents, servants, e:��loy�es, cont=a��tors, subcontra�tors,
licen�a�s o: invi:ees o` tne 0�-+n�:. Con_ractor likevise
C�V�r.ancs a-:d a�:;��s t�, ar.d dces he_e�y, i:.�e:�.^.ic•a az� hc13
ha��sless Q�••��� frc:� and agains� anv and a:1 inju-ies,loss c=
da.�ages to pcece: �y c` t�e Own�_ du�:ng the Qe� :�_ :nance c` a::'J
a� the t�r.�s azd con�itiens o� this �or._:act, �r:^.e�he: a: is:ng
ou� c� ar i❑ conne==icr. vith or resul�inc from, in w�o�e a: in
pact, any and aIi allege3 acts or omissicns o` o`_cic�rs,
aC�A'1��� 5?=V3:1tS� e.^.2��OV??5� C�f::!3Ct0.".S� 515CCt1�Cd�=0�5�
licenses, or invitees oE the Cw�er.
Zn the eveat a yritten cla:m for danages acainst th�
� eontractor or its subcontractors re:c:ains uasz�tZed a� L'�e tiae
a11 �rork on the pzoject has be�n c�moleted t� the satis_acticn
c` t�e Direc�or ef the Wa�er Dera.t:�en_, as evid?nced by a
final inspection, final payment ta the Cen�ractor shal� aot �e
O recommended by the Direc�or o� the Wate= Depa:t��nent fo= a
pzriod ef 30 days after the date o� such final inspection,
unless th� Cant*acte� shall su�mit w:ittaa evidence
p sa�is�actory to t�e Di;ector tha� the cia�u. has been settled
and a release has heea obta:ne3 from the cla��an� involved.
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Zf the c� aim conceraed zesnaias unsettled as of the expi=ation
oE t:�e above 30-day pericd, the Cantractor may be deemed ta be .
entitled to a se:ai-final pay�neat foz wark complet�d, such
semi-final Qaymen� to ba in aa amount equal to the tota?
d�Ila: ar,iount then due Iess the dalla= va,uz of azy �ricten
claims pen�ing against the Can�racto: a:ising ou� ef the
perforra :ce c= s�ch wer'c, ar.d such se:ai-=i1aZ Fa'.:nzR� ma; `:�e�
be re�ammsnde3 by the Dizector.
T:�e Director sha'_l not recommend final pay�en� to a Contractor
against �hom such a elaim fo: da�:.ages is cutstanding fo: a
p�riod of six months fallow+ng the dat� of the acceota.�c� o�
t:�e w�rk p�=fo��ed unless the Contractor submits evidence in
w-i��ng sa�isfac��:y to t!�e Direct�c tha`.:
l. The cia;m has been settle� and a releas� has been
obtaine� fzom the claimant invoived, or
2, Good faith eFfo�ts hav� baen maae to s��tle such
outstanding c�ai�ns, azd such gocd f aith e: �crts
have failed.
vithin the six manth
I: ccnditic�► (1) a�ove is met a_ any ti�ne
pe: icc�, the Directer sha:l reco^� e^d tha=� �'�2 f inal pay�ent to
the Contcact�: be cna3e. I� con3ition t2) a'�ov'- is me� at. any
time wit;�in the six month pe:io�, thz Director may recocr^�e�d
that the f inal pay�ent to the Cont:actor he made. At the
C6-6 (4)
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exYi:a�ior, c` t'�e s;x �ncn"� ��:;oz tt�,e Di-e_�o: ma.� recor��end
t}1 d: i 1�l 3 � �7 3�.�i ?!1 � b? fIl 3�? 1 F a� L O �^ 3� V� C SC tl 3 5 �". o�^
Q?� iCi�il?� d:iG� d�L O�S1B� C.^.� :C3:iCi15 C� �:i? C^.^ �i3C:.0: r1d'�?
.�".�@?^. 7tz= ZC t:;�' Sd_15�3C�:�^ C_ t^? D-=�==.^'=-
'y^%Ia jj:����0� TZi � 1= he G��o,-5 1: a:�^OC::d`_?� L2�!15? �� dC����
}J: :� OC: C��Z: rid=�: L?i.3i ��t?.^.` C:JR�:d�� riOt�C i:��i1 3 CQI2=C3�=0.
d^y3��15� ilt;Cf:l d C?3:T1 t0; G�d('.td.^�.?S 15 Cl:=.��3^t�.�:1C! 3� d i�5'�:i� Q�
vec< pe�:e;re3 unde: a City con�;ac�.
C5-5.13 CON;R.�CT�R'S CLA;?�! r'�R i;A�.nGL�: Shc�'d the �ont_actor
c�a.m com�ensa�icn for azy a1l�ged da�age by raason o� th e
acts er emissions of the Cwner, he shail w=thin thre� days
aft�� th� actual sustaining oP such alleged da��nage, make a
W: i�ten state�ent to the E,gineer, settin:� out in detail the
nature of �he alle^,e� damage, and on or before the 25�h day e=
the menth succ�e�ing tha� ia vhic:� any sucn damage is ciai�ed
to have beea sustainPd, t�e Contracto: shall file wit:� the
Engize�: an i�er�ized s�ate:nent oE the details and a::�ount of
such allege3 danage and, ucon re�uest, shall give the E:�ginee�
access ta all boo;cs of account, re�eipts, vouchers, biils of
lading, an� other boo;cs or papers containing any evidene ; as
to the ameunt of such a? ? ege3 dama�e. Unless such s�ate:nen�s
shall be fil�d as he:eiaabove required, the Contractor's clai:n
f or compensation shall be waived, and he shail not be entitled
tv gay-�ent on account of such danages.
C6-5.14 A�JUc�ru�V'^ OR R��CC�i'i0N C' PQ3�:� UT?i.T_T:_�, 3'_"C..
;n cas� i� is n�cessa_y to chazg�, mcv�, e: a?ter in an.
mann�: t:�e prooe:�y c_' a public u�il=�j or o_hers, the said
p:operty sha3.1 ne� be mcved a: int`r:ered wit;z until orde=s
thereuoon have been issu�d by the Encinee�. The righ� is
zeserve� to the a�:�ers c� public u�ilities ta enter th e
g�og_a�h:cal li:ni�s cf L��e Contract far tze purpcs� o� m��:ng
such changes o: repairs to th�ir property that may b e
nec?ssa,y hy the pe:fermance of this contrac_.
C6-fi . 1� T��!?OR�R'' S_r:� A�D DR�_V CCN*:��.�'IO*IS w'�en exis�inc
5?'+r�C � I1e5 �13V? CO b? C3xZi1 tlp O: Z2T�CVnQ� .t}]? COn��dCtO�
sha11, 3_ his cr:n� expense azd cost, p:ovide and maintain
te+noc-a�y eu_le_s az� c�.^.necticr.s for aIl G-iva_e e: public
dCd1Z5 dZd S�v�:�. T`:e CCc:�t�CtOi 5'.':��:. a-50 t3�c� C3_? C� d? �
5�`�+3�? d.^.'�. G�:3.CId.^.� W}11Ct1 �il�i b2 iZ���V?�.�i fLCiit ttile52 G�:�1:'1�
3n� s�•.r�rs, a::c fc: Lhis pu:�os� he sha1� proviCe and
maintain, at his ewn cost and exrens�, ad?:ua�� pu��ing
:aci:iti�s a^d t�^^c.acy cu�iA_s c: dive:s:or,s.
The C�nt;actcr, a: his a�^ ccst and ex�ens�, sha.? co^s_cue`�
suc� t;cuc?�s, p:�es, o: o=h�: st:uct��res r.ec�ssa:y, and be
gr?�a:e� a� a:l ti;�es to dis�ose c: d_a:�ag? a^d s��•+age
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receive� f rom thes� te��ora:y ccnnections un;.il such ti:nes as
t`�e pe:ma�ent con:.ec�ians a�e buil� and a.e i� service. The
existing s��.+srs ar.� connections shall be ke�_ in se:vice a:sd
rssainta'_ned und�: the Con�ra�t, exce�_ vh�z specified o=
or�er�d to he a�azdoned by the Engiae�r. A�1 vate:, se�a�e,
aad cthe= va�t� s;�ali be dis�csed o� in a sa�is�3cto:y manne�
so t�a_ no nuisazce is cr�a_ed azd so t;�a_ the vc�;c unda=
constr�c�ion wi11 be ade�ua_s1y p.otected.
C6-5.15 A��A�iG='.ar�:' AN� C3�:�t',ES FOR W�:'�� FuR�lIS��� $Y T�'
CiTY: rhen tne Contra�tor �esir�s ta u�� City �a�s� in
connectien with any construction Werk, he s:�all make comole:�
and sa�is`act�ry a:range:ueats with the Fort worth City Wa�_�
De�artnent for sa doing.
City va�e: furnished to the C�ntr3ctor s:�a_1 be d�Iive_�� to
the Con�r3ct�r from a connection on an existing City ma�n.
AI1 piping re�uired beyond the point oE de+ivery sha12 he
115t3ZI2d b; the Cantractor a� his ovn esaense.
The Con�ractor's zesponsibility ia t;:� use o� a?I ex=s�ing
fi:e hydrant and/or valves is detailed in Sectien E2-2.2 U5�
Or FIRE HYDRA�':S AND VALVES in these General Con :ract
Decuments.
When metars ara �sed to measure the j+ater, the charqes, i�
any, Fo: uater WiII be a� t:�e regu'_a� established ra�es. Whea
meters a�e nct used, the c�arges, if any, will be as
p:escribed by the City Ordinance, or where no or�inance
appli�s, pay�en� sha'•_1 be mad� cn es�ima�es a�d rates
establishe3 hy ti�e Di:ector af the Fo�t Worth Wa=e:
Depa:tment.
C5-S . 37 US� OF A Sc�TION OR POR'^ION OF TH� WCRX: Whenzver, in
the opinion of the Engineer, any section or portion of tha
work er anf struc turz is in suitable condition, it may be pu�
into use uoon the v::tten order o: the Enginee:, and such
usag� shall net be hE13 to be in any way a:� a.ceptance a` sa:d
vork oc �truc:.ure or any part thereof o: as a Waive� of any af
the provisions of these Contract Docuc�zn�s. All necessa=y
rejairs a�d removals of a:�y section o: t?�e work sc put into
use, d1e t� de`ec�iv� mate:ials or vcrk:na�s'�:p, ec�icment, ot
to de`icien_ co?ra�icns on the pa_t c` the Ccnt.ac�o=, sha�l
b? per�orme3 by the Contractoc at his own ex�ense.
C6-6 . 18 CONTR.aCTOR' S R?SPC'�SIHILITY F�R Tc?� wGRR: Until
w; itten accep�anc� b; the Owner as prev�ded fo. in these
Contcact Documznts, the vork shall be under the cha;ge a^d
care o.` the Cnntracto: , an3 he sha:l tak� ev�: y necessa:y
pcecast ion to przvent injury o: da:�ags to �?�e work or any part
C6-fi (11)
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the;ea° by a�tion a` the eie.a�nLs oz fro� any ca�ss=
v'Sc�'=54?'!0: � 5�i1'1�=:'1Z: d= 15:Rc'j :��:1 C.`12 2XPC'1�1CR O: 110R?X�C1=�0:1
O� C�l? VC:iC. �:�:? COfl�`.�3.^.�.Oi Si�3�Z i��ll�l'.a.� Z?Qd:: � L?5.~.:��?�
an� make gacC a: his ow.^. ex�e^se a'_1 inluries c; da:�ag� to a:�y
QCC�lOZ Oi �flZ '�.�:.:� OCC35:ORJ'� �'JY d7i O:. t�? tl?�2:7d�0�1�
Cd'.:5?5 .
C5-5.1° NG W�+:'J�� 0� L��A.:.. �:�:,'r.'" :^s�ec_ion �'.� :::? ... �^ee,
;,r a^y c_�.:�� b�� t;� C�^�: b., pa;,e�t o�� mor.ey c_ an.� pay-�e.^.=
fc: c� acc���a^c� c` a-:J �c:�, o: any extension o� time, or
aay PCS52551oR takan by tze City shall not operate as a wa��e�
ef any provision of the �ontrac� Doc�.�ments. Azy wa:ver of any
bcaach or Con�ract shall not be heid to be a waive: o� aa.
othst oc �ubszqc:er.t braach.
The O�rnet reserves the right to c�r*ect any error tha� may be
dISCOV2t8� in a.^.y es�ima�e that may have been paid and to
adjus_ the sa�e to meet the requize:nents o£ the Contrac_
Dvcumer. �s .
C6-6.2 � P�RSON�L LIABZLZTY OF PUBLIC OF�ICI�?,S: In car�ying
o�t t�e provisioas or taese Cantract Documents or in
� ex�rcisin3 any poWer o� authority g:antzd thereunder, Lhe=�
shall be no lia�ility upcn the aathorized raoresenta�ives o�
the �wner, either persona? Iy or otherWise as they ar� agents
3n� repczsentatives of the City.
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C5-6.2� S'"A�.. S,��S T�X: On a cc,nt_act a�arded by th� Giti c�
��rt ric��h, an c:�,aziza_ic;s Yzic� qua.i�ies fo* exe:���ien
pursua�� the gr�v�siozs o` A_�icie 2�.04 (ii) ef the Tzxas
Limited Sales, excis�, and Us? Tax Act, ta� ContracGor may
17lSCCh35�� i�ZC C: Z�dS� d�l ma�e.:d�5, 5:2�0� I�S 3�� eitligme��
-- us�d c: ccnsumed in the aA:for;nance of this con�ract hy
issuing to his ssop? i_: an exemotion cer�ificatA in lieu a�
the tax, said ex�mption c�:tificate to co;nply with State
�omo�.o�ler's Ruling .Q07. Any such ex���� tion ce:tificate
is-s:�e�' by the Lon�ractor in Iie�s of thA tax shall b� subJect
to an� shall co�rp? y with the provisions o� Sta�� Cor..�trol?'='s
R:�Iing .011, and �ny other apolicabie State Comptroller
rulin�s pe:taizin, to the T?xas Linited Sal�s, Exci�e, azd Use
Tax Ac"
On a centract a�a=ded bv a devQlooe= for the construction of a
pubiiciy-ewned i�n�covament in a s_'eet : ic`:=-o.`-way c: othe:
ease;n�nt which has been d��?ic��ed to t�se oublic and t?�e City
o: c�; t wo� th, an crgan: �a� icn Wh:ch qual i f i�s f o: exe:�p ==cn
pu�suartt to the p: avisior,; oE A: ticle 20.04 tH) o.` the Texas
limi_ea Sales, cxcise, a�3 i:se Tax ac�, the �on��a_to: can
crc�a�Iv be ex��p�ed in the sam� caanner stated a�ove.
C6-o t12)
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Li�ited Sale, Excise and Qse Tax persits and information can
be obtaine� i:om:
Comptroller of Public Accounts
Sale Tax Divisioa
Gapitol Station
�ustin, TX
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=��T C - Gc���?ti. COt��iTICNS
C7-7 PRCS��UTiO,ti A:ZD Pq�G��S�
5=_"'IVN C7-7 P�OS:._.'"r�.,iv A'iD P�GG�:.�S.
C7-7.I SJHi.'cTT?NG: The Con�:ac�ar s;.all ge;Eorm �r:�n h�s cwn
organiza�ion, and w:th t:�e assistanc= o` wcY'�C�3R u.^.c�: his
im;�ed:a_e su�e=i.^.=?:��a:�c�, vo�k c_` d V3�ue o: net Iess t:^.a�
:i°�y (5o�) pe:cent o: t�e va�ue e:nbraced in the contract. I=
the Contrac�or ssblets aai pa: t of the vc:k to he dcne unCer
these ContracL Dccsme.^.ts, he will not und�� a.�y circums �anc�s
be relieved o� t.�e res.onsibility and obliga�ion assumed unde=
these Contract Documents. A+I t=aZsactions of th� EaC-ae��
vill be w:th Lhe Contrac�ar. Ssbcont:actors vill b?
considered only in the cacacity af empl�ye�s or wo�kaen oy t�e
Centractor and shall be suhject Lo the sa:r.e rzqui:emen�s as to
character and c�mgetency. The Ovner wi11 not recogni�e any
ssocontractor cn t:�e w.vr;c. The G�nt:actor shall a� a_� times,
when the work is in cpera�ion, be repr�sen�ed e:ther in pe=son
cr by a superintandent or ot:�er desigza'��d zeQresentatives.
C7-7.2 ASSIGNM£N'" OF GONTR�CT: The Contractor sha�2 not
assign, transser, sublet, convey, �or other�ise disposz of the
contract or his rights, title, er interest in or to the same
or any part th�:�cf wi�hout the previous consen� of t:e Ovne=
expressed by zasa1 u�ion or the Cit�� Ccuaci_ and c�ncc= _��? ia
by the Sureties.
I_` the Contractor does, w:t�eut suc:� previous consezt, assign,
transfer, sublet, c�nvey, or othervise dispose of the contract
or his zight, title, or iaterest the:ein cr any part the:eef,
to any pe:son or pe:sons, pa:tne:ship, =ompany, fi::n, or
corperation, or does by ban�c:uptcy, voluntary or i.Z•JoZuntary,
or by assignment ur.de� the insolvency laws o� any state,
a�te_�^.t to dispose c� the contrac_ ma�, a� the optior. o° the
Ow�e: be zevoked and annulled, ur.Iess the Su�e�ies s'�a'_I
successfu?Iy com�Iete said contzact, an3 in the event ei any
such revocation or anzulment, any menies due or to become due
unde: or by virtue of said ccnt�act sia'_1 be zetained by the
Owne; as liqsida:.ed �'amages for the reason that it would be
impra�ticable a:�� extreme�y di:ficult to f ix the ac�ual
a 3c�ld^y 2 S .
C7-�.3 PROS�CUTIC'� 0= THE w3RK- Prie: to beginnin�, azy
constructior, ope:a�ior., tne Cont:acta: s'�a11 submit to the
Enginee: in five or moce ccpies, i� reC��est�d by the Engine-=,
a pco;�ess sc�:edule p:eEe:a�?y in c'�a:t o� d:ag:a;n form, o: a
brie: oLtlining in ,�'.etail and step by ��zP the manne: of
C7-7 (1)
. �
pros�_�t ing the vo.k a^d oc��: i�� ma_e; ials a^3 e.�uipT,ez�
uhi�h i�:e ex�e_ts t� �o? 1��-+ ia ec�e_ to cor„�i�_e t:-�e pre�ec� in
t�? SC;'1?'?l]1 �„'�� �11t?. i"Z?=? S,�d� � rd� 50 �'Jt� 5'1.}'+^l�* ��= d �3�'J1' O�
�.�:.1:It3=?'� d(�1C1:�1�� i.0 tiJe e3:i1?� �'✓ �:l? C'J['i=:3��`..0: G�I:=I.i�y e3�.�
mc<<:hiy es�i:na�e pec_oC.
'Z�^ C^r'==a�tOL �:,a'? c�fi,.^.1z,'�c? t:l? 'r^.:.t �.^. �C� `.^+'?:��.'.�?� l��'?a�
O �
t�:,15 CCR�:3�� `�i-=:::�, t�l? �iRtA lifitit 5=d�?� 2f1 tl'l:Sc� CoC1�Z3��
Decu.�:e:��� aza s�+a'_I conc�sc_ the �•�e�k iz a con=inuous manc:e_
a�c wit� su`:ici�^� e�u:?men�, ma'_e=ia'_s, az� ia'�c: as �s
necessa:y to inssr� its cemcletior. wi�h;n t'�e t..�ne lir=�.
The sequ�nce request=d of a11 construction ooe:ations shall be
at a1L ti:�es as sceci�ied in the SQecia2 Contract Documents.
Any d�viaticz from sc�sh sequencing shall be ssbmi�te� to t�e
Engir.�er for his apozoval. Cont:ac�or sha11 not procee3 wi=h
a�y deviation un�il he has rac�ived written aQpraval from t:ze
Eng=nee:. Such specification or approval by the Eng=:�'-�=
shal� nat relieve the C�ntractor f_om the full responsi�ility
of the c�mDlete perfor�nanc� of the Gaatract.
The �ontract time may be c'�anged on=y as set forth in Sectian
C7-7.8 "cxtensicn o: Time oi Comoletioa' of this Agr�asaaZ�,
and a pragress sc?�edule shall not canstitute a c:�a�ge ia the
cantract time.
C;-7.4 L?'".:TA"_'=C'7S O: OP_�?�'"_ONe; T`�e working ooe_a}ions
s`:a11 a= alI ti;aes �e conducted hy Li�e Cen�ractar so as to
nc� to L`� p, ?:c. At
craa :� a min�.�u� a:�oun� o`_ inc^ r:vs::�� � e Lb
a,^,V L2,:1� iJ'1�11� -:7 t.^.� ]L1�jT�e^t C: t:l@ G��'yi;ie?_'� t:�e CO?7t:3C�0�
has obstzucted ez closed or is ca=rying en op�.ations iz a
� �p� ,- � * T yld:l 1S 11�Ce553Zf
por �icn o� a s..r�_ _ or gubl i.. wa� grea _e_ t.
Fo: the p.oce: ex?cutien of the work, the E�gine�� may rzquiZ a
the :ontractoc to finish t:�e sec�ion on w fi.ic h operatiens a:e
in progress be:ore the work is com�enced cn any a3ditional
secticn or stre=..
C7-7. 5 C�.�RACT�� CF wGRt��ti AV� E�CIT7►!?�'?'• Loca� la'�or s5a' I
b: usec by the Con�zacter is available. •The Contzactor may
�: ing in f ro:� cu'si�� the City o` Fo:t ho:th his key me:� and
L Ail at;�e- wc:'t�ez, i:�cl�d ing eYu:oment
his s���:inten�en�.
�p�rato: s, may be i:��ort_d onl,, afte� the local s�"p�,such
exhaustea. The �.cnt:ac�o: shall employ c�ly
5�.;�?�intencen�s, foca:�en, and wor:<.;,en vho a:e ca;e�ul,
cccr.ge�en�, and fu_1y quali`izd to oerfotm the du�ies or tasks
a5�ign�d to the�, 3nd the E;�gin=e= may daraand and secu'e Lhe
sumnary dis�issa? c` azy pzrsan or p�ts�^s employed by the
•• r,• : rl O C d.�". C:� �. Q C O Cl t�1 � Mi O: SC +�i �1 O� 1.•1 t!12 O C' 1.^. 1 O R.-O .r.
Cor:tra.. ��t
� ? R115CO�t�uCt h1�:. S?� f 4= b� f CURG� t0 b?
t't12 �v:;,?: Si'13 1
i�com�e�en�, disrespectEu�, intempeca��, dis�non�st, a:
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vthe:wise objectionabLe o� negle`tful in the piop�=
perfer;na^ce o` his or their du=i�s, o: who Ii?C�?�?cts or re:sses
to comply vith o: ca: ry Qut the direc�icns c: the O�•r:-er, and
suc'� pe�son cr pe=so�,s sia:l rsot be e��lcye� aga:�c the.ean
without w;it`en conse.^.t of t��e Ezgineer.
A:1 vcrkm�n sha11 hav� s•i_'fici�n� skill, ability, azd
� exgecienc� to pro�e=iy pe� �orm the vo:k assigned to t:�e:� ac:d
ooecite any aqu�?cr.e^= necessa:y t� grooe:ly ca:ry eu� t�e
pe�`Qrmance oL the assigne� duties.
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The Gontracter shai 1 furzis;� and �na:atain on tne work a�l such
equipme�t a5 is conside:ed to be nec9ssary for orosecu�ion of
the werk i� an ac���table manner a�id at a sa�is�actary rate a=
Qrogress. aIl e;uir•ient, tocls, a�d machiae:y us�d fo=
handling mat�rials and execsting azy pa�t ef the work shal� he
subject ta the apo:oval o� Lh� Ezgineer a�d shall b�
rt�aintained in a satis£actory, sa�� and e:ficien� vorking
eondition. Equipmen� ea azy portian oL the vvrk s:�all be such
khat no injury to the wark, vork.aea or ac�jac�nt prooerty vili
result f:om its usz.
C7-7.b WORR SG:i�DUL�: El.aps�3 +�orking days shall be c�IitD�l�ad
s�3rting with the fizs� day of work camoleted as defined in
C1-I.23 ''�ORxING DAY' or the date stipulated ia the •WORX
ORD£R" for beginning work, whic:�ever c�mes first.
Nothing i� these Contract Documen�s shall be rons_rued as
prchibi:ing the GcntTactor frcm wcrking cn Sat�srday, Suzday o r
Lega? Holida.�s, p,avidiag taa' the foilow_ng requi=emenLs are
met:
a, a request to Work
Legal �iol iday must
than the pracesding
en a specific Sa�urday, Sunday ar
be made to the Eng:neer no Iate=
Thursda�.
� __ b. An y wo r k to be done on the p: o j ect on such a
speciEic Saturday, Sunday or L2CJ3� Hcliday mus= be.
in the opinion a� the Enginzer, essential to the
ti,aely com�letion o` the prejec�.
� Tne Engiaeer's de_ision shall be fina' in res�onse t� such a
request foc apQroval to +rozk on a sgecif ic Satu:day, Sunday o:
Legal Holiday, and na extra compersation sha? I be ail��+e� to
� the �onttactor far any �rork perfo:med on such a specific
Sa`_��rday, SunCay or L2ga1 uoliday.
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[alendar nays sha21 be defined in C1-1.�4 and the Cant�actat
may work as he s� dasires.
QC7-7 (3)
C7-7,7 TIM: G= C�M.'".'VC�.uLV"' Ay� CCM?i.ETI`N T;ze Cor.Cr3C�Or
5,'13 Li COm;12ZC? C•'i? w0: xi7ry C?3;3�:0:15 ti+: ��'1 I fl ttl? tl,'Z?
5.7PC: � iAG� 1:Z Ctil? CO�:�� 3C� �CC'1'l�(1�� d^� S?~ ia= �.'1 1:� ��':�' �0=��
OC.�.er. �3: Ll1C? tC �O 50 5�:3� 1. �Z �:CC:S L�?: �=�+ FJ�/ Lj1? O�•i•�•��r d�
a`�ander,men� c� t`se C�n_rac� b; t�� Centrac�o: a^d t�e C4�^�=
maj rr�cila� as he s�es fi�.
T:�e Ccrs�ra^tor sha' L maintain a rat� cE Q:agr�ss suc:^. as w=LL
1;151:? tna:. C}1� Mi�'1C�A VOCiC V:1� b2 j3�'�:O:;S1?C d�7Ci "'1? C:?:T115?5
cieazed up in acccrdance wit'� the Con�ract Docum�nts and
w:thin the time esta�lish�d in such docsments and such
extension oF ti:�e as may be proQe:ly a�thorized by t�e Cw7�f.
C7-7.8 EX'"ENSION OF TI'�� CCM?*,�TZ4N: The Ccn�ractor's reques�
fnr an extension o� t:�ne o_ comol=tion shall be ccnsi3eted
enly w?�en the rz�ues� for such extension is sub�-tted iz
writing to tha Eag:ne�r wiLhin seven days from and a`te= the
time a? I�ged cause o` delay shall have occurr�d. Should an
ex��asion o� t�e time oL c��r�1�*ion be zecic�ested such raquest
w:11 be farwa:ded to t;Ze Citj Couacil for aporova? _
In a3justing the con�ract time £�r completion af wor't,
conside:3tion wi12 be given to unforseeable causes �eyond t:�e
contzol of an3 r�itho+at the fault ot aeqligenc� af the
Contractor, including but Iimited to acts oz the pub2ic enemy,
a�ts eF the O�+ae:, fi:e, f�ood, tornadaes, e:i3e�ics,
qu3ranLin�, res�rictions, s�:ikes, freign:. emca_gces, c_ d�_a`�s
o� su�-c�r.trac�crs due to such causes.
W�en the da�� o: comgieticn is �asea �n a cale�da= day bid, a
teques� for extensifl� af ti;ne because e� inclamen� wea�he:
wili not be consi�er�d. A re�uest f�r ex��nsion o` time �ue
to :nab;lity tc eb�ain s�.:ppli�s and materials wil? be
ronsidered only When a revieW of the Contractor's pu:chase
ordar da_es and ot:�er Qe=tinent data as requested by t;�e
EnqineeY indicates tha� the Con�ractor has mad? a hena�ide
a�te�n�t to secure de� iv'=y on sc'�edule• T�is sha? i inclu�'-
Pf Eorts to obtain the S'1Q�ZlZS and ma:.�rials f:om alte=na��
so�rces in ca�e t5e firs� s�u:ce cannet make delivery.
,. tion o: t`�e cor,tra��
If sa_is�acto=y executien a..c com�l' '•
shou?d zequire wo:;c and mate:ia_s in great?r a�oun�s or
quan � . ,. '�_ aporoved CQntract
~:' ies tha� those set fo*th in t� �
Cccuments, then t�? cont.ac� ti��e may be inc:e��e� by C`�ange
O � � � � .
C7-%.9 D=�A`'�: The Contiac`oc s�al? receive no cc��ensa_ion
Eo; dela;fs or hind:ances t� the verk, exce�= vhen cirect azd
unavoi3a'�Ie ex�ra c�st t� tne Conttac�o: is C�;15ed bY the
failure of the City to Q:ovide in`�rT,a�ior. c: ma_�ri31, iF
C7-7 ti)
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a�y, v'�ic�� is to be :utnished hy the City. whez sucn ex�:a
GOmD?^sa_i�r, is c?ai:ned a w:itten s�ate�en� the:�c: s'�a1I be
�C?S?1�?� bf C;Z? COiI`..LdC�O� CO t}7e G:SC�:C12?: d:7� lE �V r11T1
EounC coc;ect sha_1 be a;.orov�� a^d reEe_�ed b�J hi:n to �ne
Council for final apo_oval o� d:sa�prcval; and the activn
t.':12.'?on bv t�ze Council s5a:1 b� fina' and hinding. If de?ay
is cause� by s��ci�ic ezde�s given by the Lngine�rs to s�ec
work, or by t;-ze p�:formance of extra work, c.- by the faiLu:e
o` the �ity to p=ov:de materia: or necessa=y ins�ructior.s f�r
ca:ryizg on �he wo:k, taea such d���;a will en_i�l? the
Cent�actor to an equ:valent ex��nsien o` ti�e, his aoolica�ion
For vhich shall, however, be subject to the a��roval e`_ tae
City Council; and no such ex�ension o� ti�e sha=1 r�le3se the
Can�ractor or the surety on his perfor�anc� bend from all his
obligations hereund=: which shal2 zema:n iz.f�i1 force until
the dischar�e oc t:�e c�nt:act.
C7-7.10 TZ*!E 0= COM?L�TION: The time of compl�tion is an
essential ele�nent oF t:�e cont:act. Eac� bidcer sha11. indica�a
in the aporooria_� place on t�e last page oL L;�e Propcsal the
aumber oE �or;c:ng days or calend�:� days t;�at he will r�quir�
ta f ully cflmplete this cont:act or the time ef comoletion vi? 1
be sgecified by the City in the Proposal sec�ian of t:�`
cflntract documants.
The number of days indicat�d shall be a rea�istic estimat� o�
ti� ti,�a req�ired to cem�Iete the vork c�vered by the soecific
contract being bid uoon. T�e a.^�oua� a� time so s�ated by t:�e
successfui bidder e� t�� City will become tae time o:
comQletion speci�ied in the Cont:act Dccum2�ts.
For eac!� calec�dar day that any work shall remain nncomolete3
after the time specified in the Contract Documents, or the
increasPd ti;ae g:aate3 by tha Owner, o: as automaticaliy
increased by additianal wor'�c or matarials orde=ed after the
contract is sic�ned, the sum ger day given in the fallowing
sc:z-�u? p, unless othetvise srecif ied in othe: pa: ts o.` the
Contract Docu:�ents, will be deducted fram monies du? the
Con�ra_tor, not as a penalty, but as liy'1133�ed da�ages
suf fere� by the Ow:�e: .
A.�oUr��r OF coN,��cz
S 5,0�1
S 15, 00?
S 25,OC1
5 SO,OOi
5 100,001
Less than S 5,000
to S 15,0��7
to S 25,OOa
to S 50,000
to S lOQ,0�0
to 5 500,0a0
C7-7 t5)
inciusive S
incl�ssive S
inclusive S
inciusiv� 5
inclusive S
inclusive S
35.O�J
4�.0a
63.00
10�.�0
15�.aa
2IO.Q�
5 Sua,00� =0 5',�00,000 ir.clus:v� 5 3L5.00-
S1,OOO,OOi �� 5�,000,a��0 ir.cl�.:.s�ve 5 4Z0.0�
S�,CC�J,O�? a^� cv�= S 63G.Od
�i'ti7A ^d'�1?S rl?=?.`.O 11f;C?_ �=3:1� dZG� 3^y'�� t?ld= �^V f13-.T1 C� tti7?
C1` ?.^. `J C^? L..^.^�'d�_�r�S �.�'y3'f 1:Z Cv,^.l.^.�?�1C: CL;? 4r0�.�
_'1 VCd'.:5 � � '�
here�n��: iz th� :.i.;�e s�eci�i�d 'oy the Can_ract Docu;�e��s
v�ul.�. b� i-�ca�a�ie e: ve, y�: ° � ic��: � o` accu: 3=8 es �:�a' inn ,
3 C::3_ CS'1? �,1,:;C1:.^.... 0= �.:y'1_�3��� L�dTldy�S �?� l�d.�'� d� S�_
:. : ` �
O11= d.:GV�, i5 d:?=S:.C',d�0�� f�i��35� Oi �t15� CO�^.�'�J?:753�1Cf1 G=�l?
the C�ty fcr har� caused hy a::i de.ay.
C7-7.2I SUSFLyS?CN BY C�URT OR�E3: The Contractor s`�a11
sus. en� operatians en sucz pa: t er Qa= ts of t:�e work orde: e:
b�• any ccu: t, a^d �iI1 not be entitied to a3di=i�na�
cvc�gensaticr. by vi� �se o: sucn cvur_ orde=. Neithsr wi11 t��
be liable to the Ci �y in t�e event the work is sus�ende�? bv a
Ccurt Orde=. Neither will the Owzer b� liable to th�
Contract4r by virtue oi any Cour= Order or action for xhich
th: Gwner is not soleiy res�cnsi�ie.
Ci-7.12 TE?�?ORA�`_' SU52�ySI�N: T�e Owner s`�all have the zigh�
to suspend the work opera�ion Wholly o: in pa�t for such
period o: petiods of ti�ne as he may de�:a n�cessa=y due te
uasuitable weather coaditions ot any othez unfavorabie
cone'itions whic� in the aoinian o£ the C�+ner oz Eagineer cause
further prosecu=ian of t�J vcr�c t� be unsa=is�actery e�
det: ime��al to t�e i��a�_s� o� t�e g�Oj���. Du��ng te:�cora:y
�e.^.s:or. o` werk c^.ve� e� h; this �en:._ ac _, f �r a::v Z?3SCt2 ,
S�� .
the Cw�e: wili niak� nc ex�ra pay:nen� for stand-by ti:ne o:
const:uctian ee�sigment and/or cons�ruction cre�s.
I: it s`�ouid beco��e nacessary to stss�end +�ar'�c for an
i^de`i�i�e pe_iod, the Ccntractor s:�a'_I sto:� a'1 ma�erials in
such man::er that they v:ll no� ohst:uc� or impede the public
u^ne�essa: ily ner become da:�age^ in any way, and h� sha' 1 tak�
eve�y c:�cas�ior. to p_e�.ent da,�ag� or d=`.a:iora'_ion c` the
Wo�:< pe_ fe:;n��; he sha� 1 p: ovide s'11C3'Ji e dra_nage a5cut tne
wo:k, �nd erec� t�moorar; s_cuc'_1:?s u:'�ere necessa.y.
Shou'_C t`:� Ccr=:ac_c: nct b� a`ta to cort:�?''��= a por�ion c` the
a�oject c.:e to ca��ses be•fez3 the cen�:o1 0`_ a�3 ��tho�:� the
fa�lt c: neg'_ig�nce o.` th� Contractor as set for=h in
Fa�a�,�a�n C7-7.8 �XTc�iS:u^tr G. :'H� 'fi".: CF CO'".�:.�TION, a::d
szc��ld i� be �:�=e-;nine�.'. by ;n�.:�'13i cor.sezt c_` the Cor.t:acto:
anc the r.n-inee_ tZa� a s�iu�ion to a��.c�: cc:.s_ruc�i�n to
5
p: o�ee� i; %ct avai 1a51� vithin a reasona5=e pe: iod o_` ticne,
�ne;, the C�nt:act�: mav be :_:�bu:se3 fo: the c�st e` �oving
his �qu:p;�ent ofE the jo5 a^d re�u:nin� the necessary
e���i?ment to t�^e jo� u'�en i= is de�e:�:ned �; the E�gir.�e�
C7-7 (5)
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� tha_ c:�s_ruction may be :asu^e�, S�ch r�i����:seTe.^.; s�a:1 be
has�� er, acCua? cost to the Ccn�;ac�cc o` movizg the eY•si�,-eat
and ne p_oE:t will he allvwe�.
`, NO r?:Rt�tl-sez�en� S.;d�Z �'Je dilCva,l 1: C�^.e e�1��(Ste.^.� l5 ZTCV�'? �O
�� azothe_ constructior� projec� for the Cicy o= c�: ��ic: �:^.,
Qi'Zz C:.�=�3G;.Ot 5'ld' 1 �Ot S1S�AZC wO;k w� �?7pu: wTit_?:7 c7Ct�C?
frcm t:�e Enginesr a^C sha'_i proc�ad with t!�e vc�k oce�a-icns
pro���:y w5zn no�if i�� by ::�e Enginee� to so �z�;��.�e
� OC�:3�iCi�S.
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C7-7.I3 T��wINATZON OF CON':'�,�CT DU= TO N.�►TiONa:, z:�!?RG?VCy•
�ihznever, becasse oz Na�ionai Ene=g�ncy, so decla-fl� hy L:ie
Presid�nt o.` the Un:ted S�ates er othe� I3w+r1I au�hcri�y, i�
becoc�es impossible fer the Contrac�or ta ootain a?1 0� t5e
necessa�y labor, ma�ezia?s, and equipment for t:�e oresecltion
o� the work with rzasonab:e con�inuity far a pzriod oF Lwo
snonths, the Contractor shall wit;7in seven days notify t:�e City
ia w;it:ng, giving a detai?e� sta_e:�en� o_` the e`::crts whic:�
have been made and listing a1L necess�ry ite�s et IaSor,
materials, and equipment no� obtainable. Zf, a`ter
investiga�ions, the Owaer finds that sucn conditions exis�ing
and that the inability of the Contractor�to prac�ed is not
attributable in whole or i.� pa=t to the fault or ne;;.ec� of
the Conttact, then if the Owner cannot after reasonable e�f ort
assist the Cont:actor ia pracuring and making avai?ab�e tha
nec�s�a:y Iahor, materiais a�d eguipment within thir�y days,
t�e Cont.actcr may r�cuest t�e Cw^er to te.�i�a_e the contract
a^d tne Ow�zr may ccz��y v:_:� t:�e r��ues�, a:.d tae t�r�ina�ion
shall be conditiozed az� hased upon a final s�_�le:�en�
tnutually acceptable to bo�h tne Ovne: and t?�e Con�ractor and
final payment shall be made in accerdance with the ter�s ef
the a:,; ee3 settlement, which shall include, but not be 1 i;ni �ed
to, the pay:�ent for all vor'� executed but ne anticioa�e3
profits on Work Which has not be�n per�ormed. �
�' c;-�. ia s_i����s�ou cQ �3�,v�c�u_*�: a= Ts� w��{ ��D ��y�.;:.u_V:� cF
CCti:'�rC:'. T;ze w�rk cpe:a�:ons on all o_ a.:y po. ��cn c.
sec�ier. of the work unde; Contract shall b� sus��n�ed
irr,media�aly on written a:de: c` the Eny^ineer or the Ca.��ract
�„i may b� decla:e� ca�cell�� by t'�e Ci�y Co::nci1 for a^�� g�od a::d
sufficient cause. The fo:loving, 5y way of examo�e, bu� not
� aE li:�ita�ion, ma; be consid�red g;ounds fo: ssspensio^ o:
cance? la � ion :
�
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a. Failure of the Con��actor to cem.;,ence Work
coerations vi�hin the ti:�e spe�:.`ie� in t;�e ���k
Order iss��ed by �he 0�^e:.
�7-7 (7)
b. Suos�a��i31 evi�ence t!�at prcg*ess o= the yor'�
op�rations b•� C�nt:actot is insuf�iciez� to
comoL��e t;�e wc.� within the 5:eciEie� ticne.
e. Fai�ure o� the Con�ractor t� prcvid� azc maintai:
su`ciciez= 1ahc: and equi�men: to p=ope:1�� ex�cu_e
the �crk:ng cce-a:ions.
d. Substa^tial evidezce �ha� th� Co,�:ac�c� has
s�an�cne� t:�e vc:k.
e. Substan�ial ev:dence tha`_ the Contractor has beccme
insolvent o: bank:upt, or othervise financiaZly
unable t� carzy on the work sa=is`actorily.
f. Failure on the ga�t o` the Contractar to obse:ve
any r�quir�ments of the Contract Documents ar ta
coapiy wit� any orders given by t:�e Eagiz�er e=
Orrner provided for in thes� Contract Doczments.
g, Faiiure of the Cont:ac�or promotly to make gocd aay
defect in materials or �cr�cr�anship, ar any der�cts
of any nature the corzection of which has been
direct�� in vzitiag hy the £ngineer or the Owner.
h. Substantial evideace of caliusien for t:�e gur�csz
of .iiz�3:Zy prac�szing a con�ract or per�etratinq
�� a•�d an t:�e Lity in the c�ns�_uc�ian c- wcrk unde_
' cvntract.
i, A subs�az�ial indication tha� the Cont=acte= has
�ade a� unauthori=e3 assignment e£ the cont:act or
any funds due therefrom fo: the bene�it o� any
cr�dit�r c= for any other pu�pose.
j, Zf the Contractor shall fo� any cause whatsoever
__ net ca:ry en t�e vark:ng ece:a=ion i:^. an acce: �a�1e
manne:.
k, If the Contractor com^,ences legal actio^ against
t;�e Ow�er .
�► eooy of the sus�ension o:der or action o`. th� City Council
shall be s�rved cn the �cntractor's Sureties. whez �o=k is
suspende3 foc any cause er causes, or w'��=^ the c�r.=rac� is
cancelled, the Cen_ract�c s�a11 discon�in�A �hz ��=k �= such
patt thereof a� the Ovne; shall des=g^a'-e, w':e:e�:�cr. the
Sureties cn3;a, at thei' oot.on, asssme the con�ract o: tha�
pottion the.zcf �'�ich the G��e: has or�e=ed the Cor.��ac�c� to
discontin�e, a^� ,r,ay p�'�oc� t'�e sa�-e o: may, with the v: itt�n
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conse:�t a� the �7wae:, s�15?A� the wor�c c. t:,a= �or`ion c� t�e
awo:k as ta;<en ov�_, r=ori3a� hcwev�r, tha� tz� S�s:e_:�s sha' i
exercise the�: ootion, if at a11, �rithin tw� wee�cs a:�er tne
WL1Ct?1 nOt1C� t0 �15C0'l�::s�e t�'1? wO:k h3� D?�.^, S?:V?d il�Otl
o ��73 CGflCidr`pr 3�� l:�C�1 t7? S'1:?�1?5 CC CilJ:r a'ltnoriZ?c�.
ac�n�,-, Th� g:::e=ies, in such ev��t s:�a11 asss�� the
Cer.�rac _��Y' � p:ac� in ai1 res�?cts, a^d s`:a'_1 �e pa:d by the
� pwr.e_ r�: a:L w^1rk pe:.`o:.�sed by them in accordazc� �+it`z the
te.�s o� t;ze Ccn�_act Cccsr�ants. A�? mcn:�s r��a�^ing due the
Contractor at tnz ti:ne oc t:�is d?°a.:i� sza:l tze_ _�1��:: becc:�e
� due azd paya5ie to the Su-e�:es as the wo:k pccg=esszs,
� subject to a1I of the t�cros of the Con�ract Dccum?nt�.
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Zn case the Su.-eties do not, with�n the hereinabcvQ s�ecified
time, exercis2 t:�-�ir ri7h� and ootion to assume t�e ccntrac=
responsibiliti�s, o� that po�ticn the��oF which t?�e Cwner has
crdered by the Gentractor to disccnti�uP, then the Owne� shall
have the power ta complete, by cvn�ract or o�he��.�ise, as it
may det�r:nine, t!ie w�rk herein described or sucn part the�eo�
a� it �ay deem necessa:y, and the Contractor hereto ag�ees
that the Owner sha11 have tha ��-ight to take possessifln c� asad
use any ntatecials, plants, `.00ls, equipment, supglies, and
property af any kind provided by the Contracto� for the
purpese of carrying on t�e work and to procu:e ether tcols,
eq�sipme:�t, materials, Iahor and Qroperty for the comcletion of
the werk, and to charge to the accfl unt of the Contractor o�
said cantract expease for labor, materials, tools, equiDn�ent,
and all ex�enses incidenta? the�eto. T�e ex�ense so cha�ged
-"- shall be decucted by the Owne: from suct� menies as :na•.� be due
c r ma•� b�ccme du� at azy time therea �ter to �he Co� �: acto :
und�r a�d by vi�tue of tze Cont_act o: any Qa� t t�erev �. 1��=
Ovrse: sha? 1 not be requi_�d to cbtaiz the laves� bi3 for the
.+ork completing t�:e c�ntract, but the ex�ens� to be deducted
shall be the actual cost of tt:e ownez of such �:ork.
In case such expenses s;�all exceed the a.�►ount which vo�'_d have
bee� paya5le uncer the Cont.act if t�e sa:ne ha� been cer„�Ieted
by the C�ztracto= , C,f12'1 t:�e Contracter an3 his Su-e�_�s shall
pay t�e amcunt e_` ssch excPss to th? City on notice fr�m the
O�ne: oi the excess due. W`�en any particula: pa: t o.` the wo=k
is b�ing ca:=ied on by the ovner by contract or ctherwise
unde: the provisior,s of this section, the Cor,tracto: shail
con`.inu� th? re.�aind?: of the work in c�nform:ty with the
terms a� the Contract Documents and iz s1c�:� a�a:�n2� as to not
� '•'� perEormance o` the w�r�c by tha 0�:':e= .
hi�d�: or interLera w_��
C7-7.15 FuLFIL��!�'�:' C:" CCV'"RACT T:�a Ccnt.act Will be
co�sic�re3 as havinc, bee� fulfille3, sa�Je as p:�v�de� in any
�ond o: b�nds c: by la�, v`�en a? 1 the wcr�c a,^ a1? sec�icns or
ga:ts o.` the project covezec: by the Contra=� Docu;�e�ts have
C7-7 (9)
been f inished a:�� co�r,�i�`�d, the f inal ir,s��c` ion ma�e b; tie
Engineer, and t'�� f i�a: a�c�� �a:�ce azd f i za:. pa•.�:ne:� _ cr,a�e b'�
Lhe Ovner.
C�����0 T�i4��lATL�Vry 'li.n. 1�11�Y ��.\�r�YC� CF 'l:ir CT.`I..�.�C.
A. NOTICE o= TERu�*iA'?'iGN: The pe:�or�ance of t:Ze wczk
under tzis con�:a`_ ma� be te.:�i :a ed by t;e Cwne_
in Whoie, or rrom time t� time in part, iz
accordance with this section, �hezever the o�ner
sha�T detetmine that such te:aination is in �he
best inte��st of the OWne�. Any such te:m:nat:cn
sha1Z be e�tected by mailing a notice o�
ter�inatien to the Contracter spe�i=ying the ex����
to which Qe�za:�►ancQ of work under the ecr.tract is
terminated, an� the date u�an which such
termination becames eff�ctivP. Receipt af �he
natic� s�a7.I be de�med conclusiveiy presumed and
estabiiszed xhen the 1Q���r is placad in the Uni.� sd
States uail by the Owi,er. Fuz�hez, it s5aI1 be
deemed c�nclusively p�esumed and esta�Iished t4at
such ter:aination is mad� with just cause as t here:n
sta�ed; and no proof in any claim, de:nand or sui=
shali be req�ired of the Ovner regarding snch
discr�ticna�y action. '
B. CCN".'��C'"CR ACT�ON: A�-�: r�ceipt fl` a notica o`
te:�ina=i�n, a;:.�'. excsrt as ot;�er:+_se di�2�te� by
the� E::g inee: , the Contracto� sha:? :
1. Steo wor'c undz. t�e contract on the date a�d
tc t?�e ex�,z� s�e�ifi�� in �he notice a` '
terr�ina* ion; �
2, place no f�.:rther orde=s or sabcontracts far
-�' ma�e�ials, se:vices or facili=ies except as
may be r,e��ssa:y fer com�letion o` s�sch
ooction aE the work und?r the contract as is
not te:�ina_ed;
3.
�.
t�_�ninate all o;ders azd subcont:acts to the
ex�e�� t:�a� they re?ata to the performance o=
Work ter.�ina:.ed b� Lha nc�ice o` te:;r,i^a�ion;
transfe_ titi� to t�? Cwn�= and d�liver in
the manner, a� the �imes, an3 to the exten�,
iE a,^.v di��c�e� by the E^qine�:: '
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the fab: ica`.?d c_ un_`a5: ica��� par=s,
vor� in process, co�ple_ed wo:k,
supali�s azc othe: mata:ial occ�uc�d as
a pa:t of, oc acqui_�d in coc;ne�tioz
wi =h the Q�r f o: �ance c`, th� work
te:mina�ed by the no�ice of
ter,-�iRation; and
th� comol��ed, o: pa�tially comp?eted
p1a:.s, d:a��ings, in�orma�ion and othe:
p:o�erty v�ich, i� t;�e contract hac
h�ea co,�pleted, would have be�a
requi:ed to bP Eurn�she*� ta t::e Ovner.
5. . eoc�olete pe: for:�anc� of such par _ of t`�e work
as shall no� ha�e been ter:ainated b: th�
notic� oL tersaination; and
6. take such ac�ion as may be aecassary, or as
the c.zgine�r may direct, far the gtotection
and prese:va�ion af the prcae�ty rela�ad to
i�s coatra::t whicn is in the possession of
the Contra�:�or aad i:� which t4e Cwner has� or
may acquire the rzst.
At a time aot later than 30 days af ter the
tetmiRa�ion date specifiad in the notice of
ter�inatioa, the Con:.rac�or may sub�nit to th�
Eagineer a Iist, c�_tified as to quantity and
guality, of aay c: a' I it�.;ts of tz_m:aa=icn
inveatory not previouslv d�s�csed o�, exclus:ve o�
it�ms the disposi=ion of whicz has been directed or
a�thorized by the Ezg�neer. Not Iater than 15 days
ther�a�ter, the Owner shaZl accept title to such
items provided, that the list submitte3 shall be
sub jec t to ve: if ication by the Eng ineer upon
zemoval o£ the iter�s cr, if the items are stcred,
within 45 days from the date o` submission of the
list, and any necessa:y adj�.:stments ta ca:rect the
Zist as submitte�, shall be made prior to final
settlenent.
C. TERMZNaTIQN CLA?'�: Within b0 days a`�er no�ic� oF
termination, the Contractor shall submit h is
Lermina�ion claim to the Engineer in the form and
r+ith the ce:tification pr�scribe�.�'. by the Ezgineer.
Unless ene cr cno:e extensions in W.i�ing a:z
granted by the dWrrer u�on request of the
Contracto: , ma3e ia v: itiag w:thin such E�-3ay
peziod or authorize� ex'.ens ion thz:eof , azy ar.3 a? 1
such elaims s'^a�l be concl�ss ively de�.�ed Waived.
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D. A�lOUN:... Su�;e�� t.. th� p�cvisions o`_ Z_e:�
C7-7.1�(C), t::e C�r.=:ac_c: a::� Ow•.^.2= Ridy a�-e= ugcn
the w;-�:� or azy pa� t o� t:ze a�cunt cr a;,tcun�s t�
bA pa:� to ti� Cc^t�ac�o: by �eascn o_` the total c:
P3: �`.13 i t� ::7=Rd�1'31 C� w0: iC O;:C5�3:7: !1�?:?•`-v^;
prov:.�e�, t:�a= suc`� ag.eed a:�oun~ o� amcunts s:�a_1
(lZ'1?: ?X��'�d tze �Ctd� C:.[1_:3C� O�1C� d5 L?'a:1C�'a C�
the a^o�snt ef paym�n_s a`h�rwise ,ad� and as
furt�e: re3uced by t'�e cont�act price oE w:,rk ne_
terminated. The cont:act sha11 be a:�ended
accordingly, and the Contracto: sha� 1 be pa=d the
agr�ed a�;�ount. No a,�nount s;�all be d::e for los` o�
anticipated profits. Nothing in C7-7.1o(L)
herea:ter, pres:.ribing t:�e amount to be paid t�� the
Cont=actar in the eveat of failu:e o� th�
Coatract�r by reason of t;�e ter�ina=ion o` Wo� t
pursu3nt to this se�tion, shali he dee�aed to limit,
restrict or otherwise deter:nine a: affec� the
amount or amounts which may be ag��ed apcn to be
paid to the Cont�actor pursuant to this pa�agra�lh.
E. FAILUR� TO AGR��: In the event of the failu:e o�
the Con�ractor and the Owner to agree as provided
in C7-7.1b (D) upon the whole amount to be paid t�
the Contractor by :eason af the termina�ion of work
,pursuant to this se�tion the Cwne: sha=1 de�=-:�=�z�
on th� basis o` info:�a_ion a•rai?a'�'_e to i�, ���
a.�osn �, i � a:.v. �u� t� tae Cant� act�. hy z�as:.n o::
the ����+za�icn and sha_1 pay to the Can��actor t`�e
a,�oun �s determined. No a�ount s`�a' 1 be d�e far
lost cr antic:ga��d profits.
F. D£DUCTIONS : Zn arriving at the a:�ount du: the
contractot unde: this section, there shall be
deducted (a? ail un'_iquida�ed adva:�ce o� othei
-- paymil.^.�s on accoun� theretafore made to th�
Contractor, a�glica�le to tne ter:nina�e� portior, o_`
this contra�t; tb) a�y claim which the Ow,^.e: may
hav� ayains� the Con�.acto* in connection vi�h this
cont:a��; azd tc) tia a�:eed p= ice for, o: th�
procee�s oE sale o`, a.^.y materials, su?plies c:
other things ke�t by the Contractcr o� so'-d,
pu:s�.:an� to tne �:ovisions of this ci315?� ana no�
o�he�•*+ise rscover�d hv or cz?diteC tc the Ow�er.
r, A����iM�NT: Ii the te��I(13C1a:1 h?:eunde� be
F',dC�l.�i, �7.'1CC tQ t;lc� 52��12:�'�f1C af tti12 t��:il:1�`_�d
PO:C10�1 Of t7115 CO(1Ct3CC� �t1e COP1traCtOC tTt3v flie
W:C}1 ��'le Eng:1??� d t�y'1?SL 1^ 5�: 1L ltly f J: dt1
Ci-7 (12)
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o equitable adjustment ef the p:ice o: prices
sQecified in the contract rsla=ing to the continued
pa: tion o` the e�ntract (the porticn nct ter:nir.a�ed
Q by the r.otice o� t�r��nina�ion), such equitaSle
adjust.;►eZt as :nay be agreed upon shall be made in
such p� ice or p: ices; noth ing conta in?d h�rein,
howeve�, shall Iimi� the rig:�t of t:�e G�:ner a.^d the
O Contracto: to agree upon the amount or a:nounts to
be paid to the Contractor for the cocnoletion a� the
continued po=tion c� the contract w�en said
O . contract does not contain an es�ablished con�rac�
pric� for such conti�ued portian.
� H. . NO LZMZT�TION CF R=GHTS: Nathing containe� in this
section shall iimit or alter th= rights Which the
Owaer may ha�re for ter�inatian ef this contract
� under C7-7.14 hereof entitled 'Suspension of
Abandan:nent a: the work and Ameadment of ContracL'
or any other zight x;:ich Owner may hav� far de�ault
or breach of c.:nt:act by Contractor.
� C7-7. i7 S�FET'I METHCDS A'iD PR��'"ZC�S: The Cantractar shall be
respcnsible fcr ini�iating, mai.�taining, and sup�=vising aIl
a saf ety precac�ti�ns and programs ia caanec:ion with the work at
aIl ti:nes and shall assume all responsibilities for their
• enforcement.
� � - Tha Contractor s;�a�I camc�y �rit� federal, s�ate, and Ioca�
- Iaws, ordinancas, an� re3ula�ions sa a� to p:otec� pers�n and
preoe.ty from injurv, incl�sding dea�h, or da�ag� iz c�r.necticn
�rith the work.
I�J
�
�
�
�
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� C7-7 (13)
�
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P��T C - G�v��a;, CONC;Ti0N5
Ca-a I'! :n::�R=:!��i:' A:it7 ?n`!.`�.:,',d':
S�CTIGN C�3-8 M����.;R='"�'7'^ AVD P.,�"��V"'
D C 8-8 . 1 '�!��SUR�M?V'" Gr Qi1.��TZT,�S : The deterrnina � ion o�
C,1t.13RtLti�s of work pe=�o:med 'oy t:Ze C�n_cact�r a:.d autaorized
bV ��'12 C�Rt�dC�. CCC:1T�!�`5 3CC?O�d��i CORlOi��`.?d L2^C�i t:7Z t�.:�SS
o� the Con�_ac_ Docsm���s s:-:a11 be :�a�e by the Ezgine�� , based
Q - on meas�: e:nen�s made by the Ezginee:. These measure:nezts wi11
be made according to ::he United Stat�s S�andard Measurements
used in cemman prac�ic�, and rrill be the actual lezgth, area,
a solid coatents, num�e:s, and weiqhts of the ma�erials and
i:=ms ins�alled.
� C8-8. Z UNZ'" PRSCES: Whea in the Praposa? a'Unit Pric�' is
set forth, the said "�Jnit P:ice" shall include the furnishing
by the Contractor ef all labor, tools, materia?s, machinery,
equipment, applia�cas and apcurtenances necessary for t:�e
� eonstruction of and the completion in a manner ac�eptable to
the E�gineer cf all work to be done under these Gon�ract
Dccumeats.
� The 'Unit Price" shall �nclude a?1 permanen� and te:nQorary
protection of averhead, surface, and underground structures,
� , cleanup, finished, ov�:head expense, bond, izsurance, patent
fees, royalties, risk due to the elemeats and othe; ca��ses,
� delays, p:ofiLs, inju:ies, da��na�es clai:ns, tax�s, a:�d ��I
cther i��ms not spec1f1C3�1V me�tioned that may �e zzquirad to
� f u� ly cen s t ruct each i_em of t:�e werk cemglete iz place and in
a satisractocy condi�ian for o�eration.
� CS-8.3 LUKP SUM: Whea in the Praposal a'Lunp Sum" is set
forth, the said "Lump Sum" shall reptesent the total cos� for
the Cont:actor to furnish a�2 Iabo:, tools, ma�e:ials,
�"! ma_hine-y, equipment, apgurte�zances, and aIl subsidary vork
neCe553�y fer the cons=ruction and comple�ion o` a' I the vork
to provide a co�p'ete and functional item as de�ailed in the
Soecia'_ Contrac t Documents and/ar Plazs.
� C8-9.4 S:�OPE QF PAYMEN':: The Contractor s:�all rece:ve and
accepc the compensation, as he:ein provided, in fu1l paymunL
p Fo: furnis�ing aIl labor, tools, ma�erials, and incidentals
for pe:;orming all vork contemplated and embraced und�� these
Cont:act Docume.^.ts, for ail loss and darnage a:ising o�:� of the
�• nature o.` the wo: k or f rom the action of the eie�ezts , f o: any
ur,�oreseen de`ects or obs��uctior.s ti`�ich may arise o� be
encounte:ed during the presecution o: the w�rk a� any time
�
CS-8 i21
�
b�?FC:� LCS fl'13i dCCe�_3�C? OV �',^,? C`.r.^.j; iAXC?��`. d5 t^.:�V.:?G�
r
l^. QdC3y'3�.'7 ���..��) �C. d�i r1��5 C_ '�i.^.d_aV?. Ci`5..�1�_LC�]
CCc;�;�C_?� w_�.. t}1J �7:C5?C1�.�t1 C: th� w0:�� ��: d'.1 ?x�?^Sz
inc:�c:e� by o: in c�r,s��u�nce e� sus�e +sion o: cisco :=in�a„ce
o° suc`� p�c5e`u�ion c� th� vc:kin, c�e=a�ior.s as :^.e_ein
s��:i`ied, c= azy and a? 1 in�: inye:�ez�s o� ga�en�s,
tra�e^�a='cs, co�y: ig`:�s, or cthe. Ie�al r�sz*va�icr.s, and ::,:
cc�otatei�g ti:e wc�k in an acc��ta�ie ma^n`� accord:�g to t7e
terms o` t�e Cont.act Doc,.t;r��nts.
The pay:�ent of azy current or pa:�ia1 es`imate prior to fiza:
acce�tance of the vcrk hy the Owne: shall in no way constitu�e
an acknowledgmezt of the accevtanc� o£ the work, materials, cr
equipment, ner in any way pre;udic� or a`fec� the abligatioas
of the Con�racter to z�pair, corr�ct, renev, or regiace at h:s
ovn and proger ex�ense a.�y de�ects or i�per�ec�ions in t:�e
construction or in the streng�h or quality oi the materia'_
used ar equioment or machine:y furnished in or about tne
construction o_` t�e werk under contract and its apour��aanc�s,
ot any da:�age due or attributed to such de:ects, which
dQ�ects, imperfection, or damage shall havz besi� discflverad on
or before the final insoectioa ana accept�n�e of wflrk or
durinq the one year guaranty period af�er fizaZ acceatanc�.
The Owner sha1l be the sale judge o� such defects,
imperEactions, or damage, and the Contractor shall be liabl�
to th? Ow�er for failure to c�rrect the sama as provided
herein. _
C8-8.5 P�R:':�=, ES'"_'�!,�TES AND RS'?'AT_�i�G�. He_��e:� tne IS� a,:d
5_h day e� eacz mcnt� t;re Contractcr shal:. subm�t to the
Ezgiae_r a statement showinc an estima�� of the vaI•se oi t:�e
wor+c dcne during the grevicus month, or esti:na�n p?:iod unde=
the Ccnt,act Decuments. Not Iate: thaa the lOth day ot the
month the Engi�e�r shall v�riFy such estimate, and if it is
found to be accegtable and tne value of wark performe� sinc�
the la.st oarti3l payment was made exce_ds cne hundre3 do2la�s
( 5:�0.00 ) in a:�ount, 90� of such es�insa��d sum will be paid to
the Ccn�r3�to: if t'�e tota? contrac� a�nc�,:nt is less tnan
5400,000, cr 95� cf such estimate3 sum Wi11 he paid to tn�
Cont,acte: iF the totai cont;ac� amoun:. is 5�00,000 o: great�r
wi _hin t•�_nty-i iv� (2� ) days a`t�: the r2y1� di esti:na�e oeci�d.
Thp �i=y wi11 rave the oo=ion o� prepa�ing esti�a�es on .o_;as
Furnished by the Ci�y. The pa:tial esti;na=e may i�clude
acceotaSl� non��: isha'�le ma_�: ials deliv?-ea t� t'�e wo: k r�h:ch
a�e �to be inco:oora:.e�: into the vo;k as a oe:mazer.` pa:t
therecE, but which a� t�e t;�� time c`. the es�ima�e ha�le not
b�en ins_all��. (such pay-�nt �aill be alloved on a basis of
S�� o` thz n?= invcic� value thereof.l T�e �on�ractot s5a11
iurn:sh the Eng:n�e: sucn i�For,,,a�ion as he ma�� r=ques� to a�d
ca-a c��
U
�
O
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�
i"�
him as a guid� ia the veri�ica=icn o: tn? Qr�Ya=a�ion o`_
pa:tia: estimates.
It is understood t;a`. the pa: _ia1 estimat� fr�.m mcnth to mor.�z
vill be aporoxima_? only, a^3 a'1 Qa�tial mcntz?y es_i�na`.=_s
a;�� pavmen� will be s�sbject to co:rection in the es`.i:r,a��
r p e t
zende:ed follo�ing t;z� dis�ov�=Y a� az error in azy p� �Lo�s
estima�e,and such es�imate s;�a'_? nat, in any r�sgec�, be ta'c=n
as an a�mission o: the Gwne= o` the amount o` v�rk dcne or o°
its quality of ss`_riciency, or as an acce�tance o° t:�e wor<
done oi tha release o: the Contra�tor o` any o: �is
respensi'�ilities unde= the Con�ract Documents.
T`�e City z��arves the
� monthiy es:.i:nat�: if the
stzictly in accordance
of this cantract.
right to yithhold th? payr�en= cf any
con�ractor fails t� pe*for� t5e wort
wi�h the s�eci�ications or pr�visions
� G8-8.6 WZTHHCLDZ�TG PAYMEN'": Payment on aay estima�e ar
estima�es may be hPld in abeyanc� i� the per.armance of the
� con�truction o�erations is not in accozdance with the
Zequi:zments a= the Contract Dccuments.
�
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r8-8.? FZNAL ACC:PTANC�': Whenevsr the imozovements provided
for by the Contract Documents shall have been completed and
alI requir�ments of the Cantract Documents sha21 have been
fulfille� on the part of Lhe Contractet, the Contracter sha? 1
a v: iti,zg tha� the i�pr�ve:�e�ts a: � read��
noti£y the Eng2ze-� iz �
� � �' �i tal �
. ins: ectio�. T�e Ezg inear sha_ i no ,. i f.
f or the f �nal . �,i11 wi �hin a reasonable
a�oreoria=� o`ficia�s ef t:�� Owne_,
t::ne :�ake such f inal ias�ec�ian, a�d if the wor'�c is
sa}isfac�ary, i� a� acceptable condition, the Contract
comoleted in acco:dance with tre terms of
Documents and a'_I approved modiEications t:�ereof, the E�gine�r
WiII initiatL the processing ef the final esti�a`a ment
recommznd fina? acceptance of the projec� and fina_ Q Y
the-��or as outlined in C8-B.8 belov.
C9-8.8 FI*�AL PA`.""•L�T: �+��never all the imerovements provided
for by the Contcact Documents and a11 approJ'-`' modifica�ions
ther?o` s'�all hav� been completed and a11 'r�quiremeT ts of the
Cont�act Docume.^.=s ha�e be�n fulFille� on the pa_ t eL
the
Contraccor, a final estimate s�oW=ng the value of the wot�
�+ill be Q�egared by the EZgine�: as soon as the necessa:y
mea��s"-�e�ts, cemouta�iers, and checks can be made.
A11 prior estimates uocn w!�ich pay:���t has been made a-e
subjec� to necessa�y cerrectians e: r�visions in th� final
paym�:�t.
CS-8 (3)
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9,'13..L d��?j. `�1 �'.: ��1 d �'3- lOG� Ot 01A i?3. f� C.TI C::? G�3 _? C►
f inal 3=C?7�d'IC? O� ��'� iiO:.t 11;1�?SS h cOC1C1�� j7?r10G� 15
� s_eci`ied ands:�aL; .`u-z=sh a good and su°�icien� ma:n:.ena^c�
bon� in the a.;�oun : c_ ? 00 p�_cezt o.` the a:�oun _ o: t`�e
ccn�ract ra�ich s:zall a3s.:_� tze �er°c.ma�ce o� t:z� ce::��al
� g13:an;,y as a:�ov� ou�line. T:ze Cwze= �+-'-� q:'J= notice c`
o�se:ve3 de`ects w:.th r�asar.a��e promp�ness.
� C8-8.11 SiJBS'_DIa�`! WCRY; A�y aad all :�or� s�eci`ica' iy
• gove:nec by docucne�ta�y requirements for the project, St1C1 as
conditions im�ese3 by the Pians, the Gane_a? Cor.trac�
Documents or t;�ase Special Con�ract Documents, in w� ica na
speci�ic item fer bid has been provided far i� the P=ocosal,
�+ s5a11 be considerz3 as a subsid:.ary i�a:n o: �ark, the cos� of
which snall be included ia the price bid in the �.opesa'_, f�r
� each bid item. Surf ace res �e= a=ion, reck excava =ion aad
eleanua are genzral items of work which fall in the ca�e�ory
of subs:.diary wcrk.
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CS-9.I2 MISCELL:��EOUS PLACy.u.E:�T OF M�TER��:.: Mat�zia'_ tuay be
allocated under J3rious �id itz�s in the P=ogosal ta esta:lish
unit prices for miscellaneous placament of materia?. T�ese
materials shall be us�d only when direc�ed by the Engineer,
de eadia on field coaditions. Payment for miscellaneaus
placemen � of matarial will be made for onLy that a�oun� o`
ma terial us�d, rn�asured to tae nea: es � one-t�a �'� u�i =-
?aymen� for misc�Ilaneous plac�:�ent of material shall be in
ac�erdanc� uith the General Contrac� Dcc��men�s r�;a_�less of
the actual amoun� used for t:�e pro�ect.
C8-8.13 R�CORD DOCUMcYTS: Contractor shall keep on re�vr3 a
cooy c° all spPcifica_ions, pians, addenda, modifications,
shoQ drawings and sa:�oles a�.the site, in good o_3e: aad
ann�tated to s!�oW all changes made during the cens�ruc�ion
prccess. These shall be delivered to Enginee: u�cn co�p'_e�ion
o ��the worx .
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SECTION C1 SUPPLEMENTARY CONDITIONS TO SECTION C
A. General
These Supplementary Conditions amend or supplement the
General Conditions of the Contract and other provisions of
the Contract Documents as indicated below. Provisions which
are not so amended or supplemental remain in full force and
affect.
B. Paragraph C3-3.2 shall be deleted in its entirety and
replaced with following:
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"C3-3.2 Minority and Women Business Enterprise Compliance:
Upon request, Contractor agrees to provide Owner complete and
accurate information regarding actual work performed by a
Minority Business Enterprise (MBE) and/or a Women Business
Enterprise (WBE) on the contract and payment therefore.
Contractor further agrees to permit an audit and/or
examination of any books, records or files in its possession
that will substantiate the actual work performed by an MBE
and/or WBE. The misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud
by the Contractor will be grounds for termination of the
contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false
statements; further, any such misrepresentation (other than a
negligent misrepresentation) and/or commission of fraud will
result in the Contractor being determined to be irresponsible
and barred from participation in City work for a period of
time not less than three (3) years.
Part C-General Conditions: C3-3.7 Bonds, the paragraph after
subparagraph d. Change the paragraph to read as follows:
"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. In order for
a surety to be acceptable to the City, (1) the name of the
surety shall be included on the current U.S. Treasury List of
Acceptable Sureties {Circular 870}, or (2) the surety must
have capital and surplus equal to ten times the amount of the
bond. The surety must be licensed to business in the State
of Texas. The amount of the bond shall not exceed the amount
shown on the Treasury list or one-tenth (1/10) of the total
capital and surplus. If reinsurance is required, the company
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writing thee reinsurance must be authorized, accredited or
trusteed to do business in Texas."
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Section C8-8.5 should be deleted in its entirety and replaced
with the following:
"Partial pay estimates snall be submitted by the Contractor
or prepared by the City on the 5`h day and 20`h day of each
month that the work is in progress. The estimate shall be
processed by the City on the 10`" day and 25r`' day
respectively. Estimates will be paid within 25 days
following the end of the estimate period, less the
appropriate retainage as set out below. Partial pay
estimates may include acceptable non-perishable materials
delivered to the work place which are to be incorporated into
the work as a permanent part thereof, but which at the time
of the pay estimate have not been so installed. If such
materials are included within a pay estimate, payment shall
be based upon 850 of the net invoice value thereof. The
Contractor will furnish the Engineer such information as may
be reasonably requested to aid in the verification or the
preparation of the pay estimate.
For contracts of less than $400,000 at the time of execution,
retainage shall be ten percent (10%). For contracts of
$400,000 or more at the time of execution, retainage shall be
five percent (50).
Contractor shall pay subcontractors in accord with the
subcontract agreement within five (5) business days after
receipt by Contractor of the payment by City. Contractor's
failure to make the required payments to subcontractors will
authorize the City to withhold future payments from the
Contractor until compliance with this paragraph is
accomplished.
It is understood that the partial pay estimates will be
approximate only, and all partial pay estimates and payment
of same wili be subject to correction in the estimate
rendered following the discovery of the mistake in any
previous estimate. Payment of any partial pay Owner of the
amount of work done or of its quality or sufficiency or as an
acceptance of the work done; no shall same release the
Contractor of any cf its responsibilities under the Contract
Documents.
The City reserves the right to withhold the payment of any
partial estimate if the Contractor fails to perform the work
C1-2
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in strict accordance with the specifications or other
provisions of this contract."
Part C- General Conditions: Paragraph C3-3.11: Delete
subparagraph a.
Part C- General Conditions: Paragraph C3-3.11: Delete
subparagraph g.
Paragraph C3-3.5 Award of Contract:
In the third line of the first paragraph, revise "forty-five
(45)" to "sixty (60)".
Revise the second paragraph to read as follows:
"The award of the contract, if an award is made, will be to
the lowest and best responsible bidder on each unit
individually (See Page Part B- Summary).
Part C - General Conditions:
Delete Section
DAMAGE CLAIMS"
following:
C6-6.12 "CONTRACTOR'S RESPONSIBILITY FOR
in its entirety, and replaced with the
��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 Contractor's sole
negligence. In addition, Contractor covenants and agrees to
indemnify, hold harmless and defend, at its own expense, the
Owner, its officers, servants and employees, from and against
any and aZl 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 an� such
in' , damaqe or death is caused, in whole or in part, by the
neqli_qence or alleqed neqli_qence 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 Owner's officers, servants and
employees and any damage, loss or destruction to property of
the Owner arising from the performance of any of the terms and
conditions of this Contract, whether or not an� such injury or
damage is caused in whole or in part b� the neqliqence or
alleqed necTli�Tence of Owner, its officers, servants or
employees.
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In the 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 Owner satisfactory evidence that the
claim has been settled and/or a release from the claimant ,
involved, or (b) provides Owner with a letter from
Contractor's liability insurance carrier that the claim has
been referred to the insurance carrier. �
The Director may, if he deems it appropriate, refuse to accept
bids on other City of Fort Worth public work from a Contractor 1
against whom a claim for damages is outstanding as a result of
work performed under a City Contract."
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PART D - SPECiAL CQNDITIQNS
D-1 AWARD OF CONTRACT ...................... .. SC-3
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D-2 SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-3
D-3 GENERAL .............................................................................................................. SC-4
D-4 TAX EXEMPTIONS ..........................................•--..............................................---.. SC-6
D-5 PROJECT DESIGNATION .............•---••--•--............................................................. SC-6
D-6 EQUAL EMPLOYMENT PROVISIONS .................................................................. SC-6
D-7 PRE-CONSTRUCTION CONFERENCE .........................................................._..... SC-6
D-8 COORDINATION MEETINGS .............:.................................................................. SC-6
D-9 PROJECT ABANDONMENT .................................................................................. SC-6
D-10 BREAKDOWN OF BID PROPOSAL.........• ..................................•••••-••••----............ SC-6
D-11 OMIT ...................................................................................................................... SC-6
D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW......... SC-7
D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... SC-9
D-14 CALENDAR DAY ..........................................•-•--.........-•-----.................................. SC-11
D-15 SUBSIDIARY WORK ........................................................................................... SC-11
D-16 WAGE RATES ...........................................................�...............:.......................... SC-11
D-17 EASEMENTS AND PERMITS .............................................................................. SC-13
D-98 COORDINATION WITH FORT WORTH WATER DEPARTMENT ....................... SC-13
D-19 DAMAGE TO PRIVATE PROPERIY ................................................................... SC-13
D-20 SHOP DRAWINGS ... :.......................................................................................... SC-13
D-21 CROSSING OF EXISTING UTILITIES ................................................................. SC-14
D-22 EXISTING UTILITIES AND IMPROVEMENTS ..................................................... SC-14
D-23 CONSTRUCTION TRAFFIC OVER PIPELINES .................................................. SC-15
D-24 TRAFFIC CONTROL ............................................................................................ SC-15
D-25 PAYMENT ............................................................................................................ SC-16
D-26 DELAYS ............................................................................................................... SC-16
D-27 DETOURS ...................••--.................................................................. :................ SC-16
D-28 BARRI�ADES A�v7 WARivING SIG�vS ............................................................... SC-16
D-29 EXAMINATION OF SITE .........................•--.......................................................... SC-17
D-30 ZONING COMPLIANCE.....-•--•••• ....................................................•--................... SC-17
D-31 WATER FOR CONSTRUCTION .......................................................................... SC-17
D-32 WASTE MATERIAL ............................................................................................. SC-17
D-33 CLEANUP FOR FINAL ACCEPTANCE ..........:.................................................... SC-17
D-34 PROPERTY ACCESS.-•• ...................••----........................................-••.................. SC-17
D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......................... SC-17
D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .................... SC-17
D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ......................:..... SC-18
D-38 SANITARY FACILITIES FOR WORKERS ........................................................... SC-19
D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC-19
D-40 RIGHT TO AUDIT ..............................................................................•-----.........--- SC-19
D-41 INCREASE OR DECREASE IN QUANTITIES ..................................................... SC-20
D-42 CUTTING OF CONCRETE .................................................................................. SC-21
D-43 PROJECT DESIGNATION SIGN ...:..................................................................... SC-21
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ............................. SC-21
D-45 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SC-21
D-46 TYPE "C" BACKFILL ............................................................................................ SC-21
D-47 CRUSHED LIMESTONE BACKFILL .................................................................... SC-22
D-48 2:27 CONCRETE ................................................................................................. SC-22
D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION .................................. SC-22
D-50 PAVEMENT REPAIR (E2-19) ...........................................................•--••--............ SC-23
� 08/13/99
SC-1
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PART Q - SPECIAL GQNDITlQNS
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY.. SC-24
D-52 SANITAF�Y SEWER MANHOLES ........................................................................ SC-25
D-53 SANITARY SEWER SERVICES .......................................................................... SC-28
D-54 NOT USED .......................................................................................................... SC-29
D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES......... SC-29
D-56 DETECTABLE WARNING TAPES ....................................................................... SC-31
D-57 PIPE CLEANING ..............................................................................:................... SC-31
D-58 BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-31
D-59 DISPOSAL OF SPOIUFILL MATERIAL ............................................................... SC-31
D-60 MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC-32
D61 SUBSTiTUTIONS ...................................•--........................................................... SC-32
D-62 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES. SC-32
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES .................................. SC-35
D-64 BYPASS PUMPING ..........................................•.................................................. SC-37
D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC-37
D-66 SAMPLES AND QUALITY CONTROL TESTING ..............................................:.. SC-39
D-67 TEMPORARY EROSION SEDIMENTS AND WA7ER POLLUTION CONTROL.. SG39
D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................�SC-40
D-69 PROTECTION OF TREES, PLANTS AND SOIL ................................................. SC-40
D-70 SITE RESTORATION .......................................................................................... SC-40
D-71 STANDARD PRODUCT LIST .............................................................................. SC-41
D-72 STATE REVOLVING�FUND (SR� REQUIREMENTS ......................................... SC-41
D-73 TOPSOIL, SODDING AND SEEDING .........................................................:...._... SC-41
D-74 CONFINED SPACE ENTRY PROGRAM ............................................................. SC-46
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ................... SC-47
D-76 EXCAVATION NEAR TREES ............................................................................. SC-47
D-77 CONCRETE ENCl�SEMENT OF SEWER PIPE ................................................. SC-48
D-78 CLAY DAM ..............•-•-......................................................................................... SC-48
D-79 EXPLORATORY EXCAVATION {D-HOL-E) .......................................................... SC-48
D-80 INSTALLATION OF WATER FACILITIES ....................................:....................... SC-49
80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE ........................�.......................... SC-49
80.2 BLOCKING ........ , ...............................................:................................................ SC-49
80.3 TYPE OF CASING PIPE ...................................�.................................................. SC-49
80.4 TIE-INS ................................•-•....................--•--•--.........-•---................................... SC-49
80.5 CONNECTION OF EXISTING MAINS .................................................................. SC-50
80.6 VALVE CUT-INS ........................................................................................•-•--..... SC-50
80.7 WATER SERVIC�S ............................................................................................. SC-50
80.8 2-INCH TEMPORARY SERVICE LINE ................................................................ SC-52
80.9 ADJUST MANHOLES AND VAULTS (UTtLITY GU� .......................................... SC-53
80.10 ADJUST WATER VAL�/E BOXES .........................�............................................. SC-53
80.11 PURGING AND STERILIZATION OF WATER LINES ...................................:..... SC-53
80.12 WORK NEAR PRESSURE PLANE BOUNDARIES ............................................. SC-54
80.13 WATER SAMPLE STATION ................................:............................................... SC-54
80.14 DUCTILE IRON AND GRAY IRON FITTINGS ...................................................... SC-54
D-81 SPRINKLING FOR DUST CONTROL .................................................................. SC-55
D-82 DEWATERING.--• ....................................................•-•--•---.................................... SC-55
D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC-55
D-84 TREE PRUNING .................................................................................................. SC-55
D-8� TREE REMOVAL ................................................................................................. SC-56
D-86 TEST HOLES ...................................................................................................... SC-56
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(�A,RT Q - SPECI,�L �QN�ITEQNS
FOR: MAIN 219 DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS — PART 7
FORT WORTH, TEXAS
UNIT 1— DOE PROJECT NO. 2551
UNIT 2— DOE PROJECT NO. 2555
UNIT 3— DOE PROJECT NO. 2556
SEWER PROJECT NO. PS46-070460410090
D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the
a contractor, any part of the project, or the entire project, at any time before the contractor begins
any construction work authorized by the City. Award, if made, shall be to the responsive low
bidder.
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The following shall apply for contract documents with multiple units of work. Each unit
represents a separate project, each with an individual M/WBE specification and proposal
section. The proposal sections are arranged to allow prospective bidders to submit bids on one
unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the
responsive low bidder for each individual unit. If a contractor is the respon�sive low bidder on two
units or more, a single set of contract documents consisting of all applicable units will be created
and one single award of contract shall be made. The Contractor shall comply with the City's
M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE
reports for each Unit included in the Contract.
Construction time on all units will run concurrently. For situations involving approved contracts
with multiple units, the total allowable construction completion time period for all the units sh�ll
be the same as the unit with the Iongest construction time period.
D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND
PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and retum the contract
documents to the Departrnent of Engineeying within ten (10) working days after notification by
the City,.
A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The
effecti�re.work order date will be set at the pre-construction conference.
The contractor(s) �shall be �equired to start construction on the project no later than ten (10)
calendar days after the pre-construction meeting date. The City shall begin to charge time on
the project to the contractor eleven days after the pre-construction meeting date.
a Per City ordinance 11923, the contraetor(s) shall submit the letters of intent or a copy of the
agreements with the approved M/WBE subcontractor(s) at or before the pre-construction
conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the
D executed �letters of intent (with M/WBE subcontractors) at the time of submittal of the
UTILIZATION FORM o� GOOD FAITH EFFORT FORM. The letter(s) must be signed by both
parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not
� be allowed to begin wark. Time on the projeet will start to accumulate at the end of the ten (10)
days as stipulated above.
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PAR7 D - SREGI�L CONDtTt�NS
Additional submittais at time of pre-construction meeting shall inciude (but not limited to):
Contractors Work Plan and Schedule
Disposai Site for Waste Materia( Information _
Sub-Contractor identification
Trench Safety Design (if required)
Confined Space Entry Program
Name and number of a responsible person for off hour emergencies
Project schedule which must reflect a project completion date to be determined by the
completion time period stipulated in the proposal section.
The pre-construction conference is intended as a forum between the contractor and the
appropriate City staff to go over the project in detail and to afford the contractor�the opportunity
to submit all the required documents listed above.
If the contractor fails to submit any of the required documents, the contractor will not be allowed
to begin work� and time on the project will start to accumulate.
D-3 GENERAL:
The order or precedence in case
Contract Documents subject to the
follow the guidelines (isted below:
1. Plans
2. Contract Documents
3: Special Conditions
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of conflicts or discrepancies between various parts of the �
ruling of the Engineer �shall generally, but not necessarily,
The foUowing Special Conditions shall be applicable to this project and shall govem over any
conflicts with the General Contract Documents under the provisions stated above. The
Contractor shall be responsible for defects in this project due to faulty materials and
workmanship, or both, for a period of one (1) year from date of final acceptance of this project by
the�City Council of the City of Fort Worth and will be required to replace at his expense any, part
or all of this projeet which becomes defective due to these causes.
The Gity reserves tFie right to abandon, without obligation to the Contractor, any part of the
project, or the entire project, at any time before the Contractor begins any construction work
authorized by the City. Contract, if awarded, shall be as described in "Award of Contract" above.
Subject to modifications as herein contained, the Fort Worth Water Department's General
Contract Documents and General Specifications, with latest revisions, are made a part of the
General Contract Docum�nts for this project. The Plans, these Special Contract Documents and
the rules, regulations, requirements, instructions, drawings or details referred to by
manufacturers name, or identification include therein as specifying, referring or implying prodtact
control, performance, quaJity, or other shall be binding upon the contractor. The specifications
and drawings shall be considered cooperative; therefore, work or rraateria! called for by one and
not shown or mentioned in the other shall be accomplished or fumished in a faithful manner as
though required by all.
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PART Q - SPECIAL CQNDITiC�N�
Any Contractor performing any work on Fort Wo�th water or sanitary sewer facilities must be pre-
qualified with the Water Department to perform such work in accordance with procedures
described in the current Fort Worth Water Department General Specifications, which general
specifications shall govem performance of all such work.
This contract and project, where applicable, may also be govemed by the finro following
published specifications, except as modified by these Special Provisions:
1. STANDAI�D SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -
CITY OF FORT WORTH
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH
CENTRAL TEXAS
A copy of either of these specifications may be purchased at the office of the Transportation and
a Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth,
Texas 76102. The specifications applicable to each pay item are indicated by �the call-out for
the pay item by the designer. If not shown, then applicable published specifications in either of
0 these documents may be followed at the discretion of the Contractor. General Provisions shall
be those of the Fort Worth document rather than Division 1 of the North Central Texas
document.
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Bidders sfiall not separate, detach or remove any portion, segment or sheets from the
corrtract document at any time. Failure to bid or fully execute contract without retaining
contract documents intact may be grounds for designating bids as "non-responsive" and
rejecting bids or voiding contract as appropriate as determined by the City Engineer.
INTERPRETATION AND PREPARATION OF PROPOSAL:
A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered,
accompanied by its proper Bid Security, to the Purchasing Manager or his representative at
the official location and stated time 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 Bidders must have the proposal
actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word
"PROPOSAL", �nd the name or description of the project as designated in the "Notice to
Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth
Purchasing Division, PO Box 17027, Fort Worth, Texas 76102.
B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing 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 opening of proposals. After all proposals not
requested for non-consideration 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
retumed unopened.
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time prior to the time set for opening proposals, provided
osi��s SG5
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P�RT D - SPEC[AL GQNQITI4NS
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time prior to the time set for opening proposals, provided
such telegraphic communication is received by the Purchasing Manager prior to the said
proposal opening time, and provided further, that the City Manager is satisfied that a written
and duly authenticated confirmation of such telegraphic communication 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.
D-� TAX EXEMPTIONS: This contract is issued by an organization which qualifies for
exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise, and
Use Tax Act. All equipment and materials not consumed by or incorporated into the project
construction, are subject to State sales tax under House Bill 11, enacted August 154 1991. All
such taxes shall be included in the various amounts on the Proposal Fvrm. The successful
Bidder shall be required to submit a breakdown between labor and material costs prior to
execution of the contract.
D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be
perFormed under the Project Designation: Project IVo. PS46-070460410090
D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance
Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-
A-21 through 12-A-29) prohibiting discrimination in employment practices.
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 Employment Officer.
D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre-
construction conference shall be held with representatives of the following agencies present:
City. Engineering Department, City Water Department, City Public Works Department, other
interested City Departments (such as Traffic), interested utility companies (such as gas,
telephone, and electric), Design Engineer and the successful Contractor. Contractor shall
submit a schedule of operations at the pre-construction conference.
D-8 COORDINATION MEETINGS: For coo�
site may be required to maintain�the project on
present�at all rneetings.
dination purposes, weekly meetings at the job
the desired schedule. The Contractor shall be
D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation
to the Contractor, any part of the project, or the entire project, at any time before.the Contractor
begins any constr.uction work authorized by the City.
D-10 BREAKDOWN OF BID •PROPOSAL: When requested by the Engineer, the Contractor
shall fumish a cost breakdown of those bid items shown in the Proposal as lump sum items.
This information is for use in the preparation of a recommendation to the City for award of
contract.
D-11 OMIT:
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PART Q - SPECIAL CQNDITlQNS
OD-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
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A. Definitions: �
1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate
of authority to self-insure issued by the commission, or a coverage agreement (TWCC-
81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation
insurance coverage for the person's or entity's employees providing senrices on a project,
for the duration of the project. �
2. Duration of the project - includes the time from the beginning of the work on the project
until the contractor's/person's work on the project has been completed and accepted by
the govemmental entity.
3. Persons providing services on the project ("subcontractor" in §406.096)- includes all
persons or entities perForming all or part of the senrices the contractor has undertaken to
perform on the project, regardless of whether that person contracted directly with the
contractor and regardless of whether that person has employees. This includes, without
limitation, independent contractors, subcontractors, leasing companies, r�notor carriers,
owner operators, employees of any such entity, or emp�oyees of any entity which
fumishes persons to provide services on the project. "Services" include, without
limitation, providing, hauling, or delivering equipment or materials, or providing labor,
transportation, or other services related to a project. "Services" does not include
activities unrelated to the project, such as food/beverage �vendors, office supply
deliveries, and delivery of portable toilets.
B. The Contractor shall provide coverage, based on proper repor#ing of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor
providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the govemmental entity prior to
being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends during
the duration of the project, the contractor must, prior to the end of the coverage period, file a
new certificate of coverage with the govemmental entity showing that coverage has been
extended.
E. The Contractor shall obtain from each person providing services on a project, and provide
the govemmental entity:
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A certificate of coverage, prior to that person beginning work on the project, so the
govemmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
No later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the cuRent certificate of
coverage ends during the duration of the project.
SC-7
P,ART D � SPEGI�IL CQNDIT'IQNS
F. The contractor shall retain all� required certificates of coverage for the duration �of the project
and for one year thereafter.
G. The contractor shall notify the govemmental entity in writing by certi�ed mail or personai
delivery, within ten (10) days after the contractor knew or should have known„ of any change
that materially affects the provision of coverage of any person providing services on th�
project.
H. The contractor shall post on each project site a notice, in the text, form .and manner
prescribed by the Texas Worker's Compensation Commission, informing all persons
providing senrices on the project that they are required to be covered, and stating how a
person may verify coverage and report lack o�r coverage.
I. The contractor shall contractually require each person with whom it contracts to provide
services on a project, to:
1. Provide coverage, based on proper reporting on classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
2. Provide to the Contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for alt employees of the person
providing services on the project, for the duration of the project;
3. Provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the cover�ge period shown on the current
certificate of coverage ends during the duration of the project;
4. Obtain from each other person with whom it contrac:s, and provide to the Contractor.
a.} A certificate of coverage, prior to the other person beginning work on the project; and
b.) A new certificate of coverage showing extension of coverage, prior to the end of the
coverage period, if the coverage period shown on the current certificate of coverage
ends during the duration of the project.
5. Retain all required certificates of coveragen on file for the duration of the project and for
one year thereafter.
6. Notify the govemmental entity in writing by certified mail or personal de�ivery, within ten
(10) days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
7. Contractually require each person with whom it contracts, to perForm as required by
paragraphs (1)-(7), with the certificates of coverage to be provided to the person for
whom they are providing services.
8. By signing this contract or providing or causing to be provided a certificate of coverage,
the contractor is representing to the govemmental entity that all employees of the
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PART D - SPECIAL GQNDITIQNS
contractor who will provide services on the project will be covered by worker's
compensation coverage for the duration of the project, that the coverage will be based on
proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing false or
misleading information may subject the contractor to administrative, criminal, civil
penalties or other civil actions.
9. The contractor's failure to comply with any of these provisions is a breach of contract by
the contractor which entitles the govemmental entity to declare the contract void if the
contractor does not remedy the breach within ten days after receipt of notice of breach
from the govemmental entity.
J. The contractor shall post a notice on each project site informing al1 persons providing
services on the project that they are required to be covered, and stating how a person may
verify current coverage and report failure to provide coverage. This notice does not satisfy
other posting requirements imposed by the Texas Worker's Compensation Act or other
Texas Worker's Compensation Commission rules. This notice must be printed with a title in
at least 30 point bold type and text in at least 19 point normal type, and shall be in both
English �and Spanish and any other language common to the worker population. The text for
the notices shall be the following text, without any additional words or changes:
"REQUIRED WORKER'S COMPENSATION COVERAGE
The law requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance. This includes
persons providing, hauling, or delivering equipment or materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their
employer or status as an employee." '
Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information
�� on the legal requirement fo� coverage, to verify whether your employer has provided the
required coverage, or to report an employer's failure to provide coverage".
� D-13 MINORITY AND WOMENS BUSINESS ENTEFtPRISE (M/WBE) COMPLIANCE: In
accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for
the participation of minority business enterprises and women business enterprises in City
p contracts. The Ordinance is incorporated' in these specifications by reference. A copy of the
Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the
ordinance shall be a material breach of contract.
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The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH
EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid
opening. Failure to comply shall render the bid non-responsive.
Upon request, contractor agrees to provide the City complete and accurate information regarding
actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract
and payment thereof. Contractor further agrees to permit an audit and/or examination of any
books, records o� files in its possession that will substantiate the actual work performed by an
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P�iRT Q - SPEGlAL CQNDITIONS
MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation)
and/or the commission of fraud by the Contractor will be grounds for termination of the contract
and/or initiating action under appropriate federal, state, or loc�l laws or ordinances relating to
false statement. Further, any such misrepresentation (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 years.
The City will consider the contractor's performance regarding its M/WBE program in the
evaluation.of bids. Failure to comply with the City's MlWBE Ordinance, or to demonstrate °good
faith effort", shall result in a bid being rendered non-responsive to specifications.
Contractor shall provide copies of subcontracts or co-signed letters of intent with approved
M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide
monthly reports on utilization of the subcontractors to the City's MIVI�BE office.
The Contractor may coun# fiirst and second tier subcontractors and/or suppliers toward meeting
the goals. The Contractor may count toward its goal a portion of the total dollar amount of the
contract with a joint venture equal to the percentage of the M/WBE participation in the joint
venture for a clearly defined portion of the work to be performed. All M/iNBE contractors used in
meeting the goals must be certified prior°to the award of the Contract. The M/WBE contractor(s)
must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or
Texas Department of Transportation (TxDO�, Highway Division and must be located in the nine
(9) county marketplace at time of bid. The Contractor shall contact all such M/WBE
subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort
forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid
opening may result in the rejection of bid as non-responsive.
Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE
shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of
the original contract, the MIWBE coordinator shall determine the goals applicable to the work to
be performed under the change order.
During the term of the confract the contract shall:
1. Make no unjustified changes or deletions in iYs M/WBE participation commitments
submitted with or subsequent to the bid, and,
2. If substantial subcontracting and/or substantial supplier opportunities arise during the
term of the contraet which the contractor had represented he woulc� perform with his
forces, the contractor shall notify the City before subcontracts or purchase orders are let,
and shall be required to comply with modifications to goals as determined by the City,
and ,
3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to
change or delete any of the M/V1/BE subcontractors or suppliers. Justification for change
may be granted,for the following:
a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation
Insurance. _
b. Failure of Subcontractor to provide required general liability of other insurance.
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c. Failure of Subcontractor to execute a standard subcontract form in the amount of the
proposal used by the Contractor in preparing his M/WBE Participation plan.
d. Default by the M/WBE subcontractor or supplier in the performance of the
subcontractor.
Within ten (10) days after final payment from the City, the contractor shall provide the
MNVBE Office with documentation to reflect final participation of each subcontractor and
supplier used on the project, inclusive of M/V1/BEs.
D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its
entirety and substitute the following new paragraph:
C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. The Contractor
will not be allowed to work on Sundays or any holidays observed by the City of Fort
wortn.
D-15 SUBSiDIARY WORK: Any and all work specifically govemed by documentary
requirements for the project, such as conditions imposed by the Plans, the General Contract
Documents or these Special Contract Documents, in which no specific item for bid� has been
provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which
shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal
and replacement of fencing, and cleanup are general items of work which fall in the category of
subsidiary work.
D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have
been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with
statutory requirements, as being the prevailing classifications and rates that shall govem on all
work performed by the Contractor or any Subcontractor on the site of the project covered by
these Contract Documents. In no event shall less than the following rates of wages be paid.
(Attached)
CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 1995
CLASSIFICATION RATE
Air Tool Operator
n Asphalt Raker
�� Asphalt Shoveler
Batching Plant Weigher
Batterboard Setter
� Carpenter
Concrete Finisher (PA�
Concrete Finisher (STRS)
a Concrete Rubber
Electrician
Flagger
Forrn Builder (STRS)
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$7.554
$8.565
$8.25�
$9.371
$8.920
$9.447
$9.345
$9.058
$7.733
$12.761
$5.598
$8.717
SC-11
CLASSIFICATION
Form Liner
Form Setter (Pav � Curb)
Form Setter (Structures)
Laborer, Common
Laborer, Utility
Mechanic
Oiler
Servi�er
Piledriver
Pipelayer
Blaster
RATE
$8.913
$8.686
$8.427
$6.402
$7.461
$10.658
$8.698
$8.104
$7.500
$8.509
$11.333
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CLASSIFICATION RATE
CLASSIFICATION RATE
POWER EQUIPMENT OPERATORS
Asphait Distributor $8.404
Asphalt Paving Machine $9.053
Broom or Sweeper Operator $7.908
Bulldozer, 150 HP or Less $8.703
Bulldozer, Over 150 HP $9.160
Concrete Pavi�g Curing Mach.$8.213
Concrete Pav Finishing Mach. $9.453
Concrete Paving Form Grader$8.500
Concrete Paving Joint Mach. $9.042
Concrete Paving Joint Sealer$7.350
Concrete F'�ving Float $7.875
Concrete Paving Saw $9.290
Concrete Paving Spreader $9.750
Slipform Machine $9.000
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(Less than 1 %2 cy) $9.513
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(1 % cy & Over) $10.517
Crushing or Scmg Plt Opr. $9.500
Elevating Grader Foundation
Drill Oper. (Crawler Mounted) $10.000
Foundation Drill Operator
(Truck Mounted) $11.138
Foundation Dnll Opr Helper
Front Ent Loader
(2 '/2 CY or Less) $8.823
Front Ent Loader
(Over 2 '/2 Cl� $9.311
Hoist (Double Drum & Less) $8.917
Milling Machine Operator $6.650
Mixer (Qver 16 C� $9.000
Mixer (16 CF & Less) $7.913
Mixer - Concrete Paving $9.500
Motor Grader Operato�
(Fine Grade) $10.346
Motor Grader Operator $9.891
Pavement Marking Machine $6.402
Posthole Driller Operator $9.000
f�oller, Steel Wheel
(Plant Mix Pavements) $8.339
Roller, Steel Wheel
(Flafinrheei or TaFnping) $7.963
Roller, Pneumatic Self-Pro $7.403
Scraper - 17 CY & Less $8.138
Scraper - Over 17 CY $8.205
Side Boom $7.793
Tractor - Crawler Type
(150 HP 8� Less) $8.448
Tractor - Crawler Type
(Over 150 HP) $8.873
Tractor - Pneumatic $7.735
Traveling Mixer $7.615
Trenching Machine - Light $8.188
Trenching Machine - Heavy $12.498
Wagon-Drill, Boring Machine $9.000
Reinforcing`Steel Setter
(Paving) $9.218
Reinforcing Steel Setter
(Structural) $11.548
Steel Worker - Structural $16.300
Sign Erector $11.436
Spreader Box Operator $6.988
Barricade Servicer Zone Wk. $6.402
Mounted Sign Installer
(Permanent Ground) ' $6.402
Truck Driver - Single Axle
(Light) $7.465
Truck Driver - Single Axle
(Heavy) $8.067
Truck Driver - Tandem A�cle
(Semi-Trailer) $7.816
Truck Driver - Lowboy/Float $9.653
Truck Driver - Transit Mix $7.507
Truck Driver - Winch $8.200
Vibrator Operator $7.000
Welder $10.459
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F�ART D - SPECiAL CONDITION�
D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain
temporary construction, right-of-entry agreements, and/or permits to perform work on private
property.
The City has attempted to obtain the temporary construction and/or right-of-entry agreements for
properties where construction activity is necessary on City owned facilities, such as sewer lines
or manholes. For locations where the City was unable to obtain the easement or right of-entry, it
shall be the Contractor's responsibility to obtain the agreement prior to beginning work on
subject property. This shall be subsidiary to the contract. The agreements which the City has
obtained are available to the Contractor for review by contacting the plans desk at the
Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the
Contractor to obtain written permission from property owners to perform such work as cleanout
repair and sewer service replacement on private property. Contractor shall adhere to all
requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's
attention is directed to the agreement terms along with any special conditions that may have
been imposed on these agreements, by the property owners.
The easements and/or private property shall be cleaned up after use and restored #o its original
Q condition or better. In event additional worfc room is required by the Contractor, it shall be the
Contractor's responsibility to obtain written permission from the property owners involved for the
use of additional property required. No additiona( payment will be allowed for this item.
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The City has obtained the necessary documentation for railroad and/or highway perrnits required
for construction of this project. The Contractor shall be responsible for complying with all
provisions of such permits and shall pay any and all costs associated with the permit(s). It is the
Contractor's responsibility to provide the required flagmen and/or provide payment to the
appropriate railroad/agency for all flagmen during construction in railroad/agency right of-way.
Any and all costs associated with compliance with permits(s) including payment for flagmen shall
be subsidiary to the project price. No additional payment will be allowed for this item.
D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction -—
of this project, it `will be necessary to deactivate, for a period of time, existing lines. The
Contractor shall be required to coordinate with the Water Department to determine the best
times for deactivating and activating those lines.
D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace
any damage to private property, including but not limited to fences, walls, pavement and water
and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a
separate pay item.
� D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the
Construction Engineer, for all equipment and materials for this project. Contractor shall submit
seven (7) copies of shop drawings, layouts, manufacture�s data and material schedules as may
� be required by the Engineer for his review. Such review by the Engineer shall include checking
for general conformance with the design concept of the project and general compliance with
information given in the General Contract Documents. Indicated action by the Engineer, which
� may result from his review, shall not constitute concurrence with any deviation from the plans
and specifications unless such deviations are specifically identified by the method described
below, and further shall not relieve the Contractor of responsibility for errors or omissions in the
Dos���s SC-13
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PART D - SPECIAL GQNDITIQNS
submitted data. Processed shop drawing submittal are not change orders. The purpose of
submittals, by the Contractor, is to demonstrate that the Contra�tor understands the design
concept, and that he demonstrates his understanding by indicating which equipment and
materials he intends to fumish and install, and by detailing the fabrication and installation
methods he intends to use. If deviations, discrepancies or conflicts between submittals and the
design drawings and/or specifications are discovered, either prior to or after submittals are
processed, the design drawings and specifications shall govem. The Contractor shall be
responsible for all dimensions which are to be confirmed and correlated at th� job site,
fabrication processes and techniques of construction, coordination of his work with that of other
trades and satisfactory performance of his work. The Contractor shall check and verify all
measurements and review submittals prior to being submitted, and sign or initiai a statement
included with the submittal, which signi�es compliance with the plans and specifications and
dimensions suitable for the application. Any deviation from the specified criteria shall be
expressly stated in writing in the submittal.
Shop drawings shall be submitted for the following items prior to installation:
1. All pipe
2. Reinforced steel fabrication for structures
3. Cast Iron structural appurtenances
Shop drawings must be approved by the Engineer prior to the start of work.
D-21 CROSSING OF EXISTING UTILITIES: Where a proposed water line crosses over a
sanitary sewer or sanitary sewer service line andlor proposed sewer line crosses over a water
line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or
sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The
required length of replacement shall be determined by the Engineer. The material for sanitary
sewer mains and sanitary sewer laterals shall be Class 51 Ductiie Iron Pipe with polyethylene
wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe
with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM
C-425 with series 300 stainless steel compression straps.
Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances
required, shall be included in the linear foot price of the appropriate bid item.
D-22 EXiSTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known
surface and subsurface structures. However, the Owner assumes no responsibility for failure to
shvw any or all of these structures on the Plans, or to show them in their exact location. It is
mutually agreed t�ia►'t su�h failure shall not be considered su#ficien.t basis for claims for ad,ditional
compensation for extra work or for increasing the pay quantities in any manner whatsoever.
The Contractor shall be responsible for verifying the locations of and protecting all existing
utilities, service lines, or other property exposed by his construction operations. Contractor shall
make all necessary provisions for the support, protection, relocation, and/or temporary relocation
of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines,
electrical cables, drainage pipes, and all other utilities and structures both aboye and below
ground during construction. The Contractor is liable for all damages done to such existing
facilities as a result of his operations and any and all cost incurred for the protection and/or
temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe
installed. NO ADDITIONAL COMPEIVSATION 1�/ILL BE ALLOWED.
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Where `existing utilities or se'rvice lines are cut, broken or damaged the Contractor shall replace
or repair the utilities or service lines with the same type of original material and construction, or
better, unless otherwise shown or noted on the plans, at his own cost and expense. The
Contractor shall immediately notify the Owner of the damaged utility or service line. He shall
cooperate with the Owners of all utilities to locate existing underground facilities and notify the
Engineer of any conflicts in grades and alignment.
Any and all permanent structures such as parking lot surface, fencing, and like structures shall
be replaced at no cost to the City by material of equal value and quality as that damaged.
In case it is necessary to change or move the property of any Owner of a public utility, such
property shall not be moved or interfered with until ordered to do so by the Engineer. The right
is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of
making such changes or repairs of their property that may be made necessary by perFormance
of this contract.
The utility lines and conduits shown on the plans are for information only and are not guaranteed
� by the City of the Engineer to be accurate as to extent, Iocation, and depth; they are shown on
the plans as the best information available at the time of design, from the owners of the utilities
involved and from evidences found on the ground.
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D-23 CONSTRUCTION TRAFFIC OVER PlPELINES: It is apparent that certain construction
vehicles could exceed the load bearing capacity of the pipe under shallow bury-conditions. It will
be the responsibility of the Contractor to protect both the new line and the existing lines from
these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new
pipe with a truck delivering new pipe to the site. Anv damaqe to the e�asting or new pipe will be
repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the
City.
In locations where it is not permissible to cross the existing or proposed pipes without additional
prbtection the Contractor may elect to provide additional protection of the pipes so that more
frequent crossings of the pipes are allowed. It still is, however, the responsibility of the
Contractor to repair any damage to the existing or proposed lines, if the damage results from
any phase of his construction operation.
D-24 TRAFFIC CONTROL: The Contra�tor shall be responsible for providing traffic control
� during the construction of this project consistent with the provision set forth in the "1980 Texas
Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority
of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d
a Vemon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the
Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook
for Construction and Maintenance Work Areas.
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The Contractor will not remove any regulatory sign, instructional sign, street name sign or othe�
sign which has been erected by the City. If it is determined that a sign must be removed to
permit required construction, the Contractor shall contact the Transportation/Public Works
Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the
case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign
aa�asrss SC-15
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PART D = SPEGIAL CQNDlTlONS
meeting the rEquirements of the above-referen�ed manual and such temporary sign must be
installed prior to the removal of the per'manent sign. if the temporary sign is not instailed
correctly or if it does not meet the required specifications, the permanent sign shall be left in
place until the temporary sign requirements are met. When construction work is completed to
ttie extent that the permanent sign can be reinstalled, the Contractor shall again contact the
Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in
place until such reinstallation is completed.
1. The �ontractor shall fumish barricades, flares, etc., for the protection of the public and
the work.
2. The cost of the traffic control shall be includ�d in the price bid f�r pipe complete in place
as bid in the Proposal, and no other compensatiorr will be allowed.
3. The Contractor shall� fumish a traffic control plan to the City at the pre-construction
meeting. The cost for traffic control shall be subsidiary to the unit prices for this project.
D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or
removing of existing facilities shall be inGuded in the linear foot bid price of the pipe except as
follows:
1. Separate payment will be made for removaf of all fire hydrants, gate valves 16-inch and
larger, and sanitary sewef manholes regardless of location.
2. Payment will be made for salvaging, abandoning, andlor removing of all other existing
facilities when said facility is not being replaced in the same trench, i.e., when removal
requires a separate trenching operation.
D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the
work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of
the City to provide information or material, if any, which is to be fumished by the City. When
such extra compensation is claimed, a written statement thereof shall be presented by the
Contractor to the Engineer, and if by him found_ correct, shall be approved and referred by him to
the Council for final approval or disappcoval; and the action thereon by the Council shall be final
and binding. If delay is caused by specific orders given by the Engineers to sfop work, or by the
performance of extra work, or by the failure of the City to provide material or necessary
instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent
extension of time, his aPplication for which shall, however, �e `subject to� the a�sproval of¢the City
Council; and no such extension of time shall krelease the Contractor or the surety on his
perFormance bond from all his obligations hereunder which shall remain in full force until the
discharge of the contract.
D-27 DETOURS: The Contractor shall prosecute his work in such a�manner as to create a
minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and
pedestrian traffic within the pro�'�ct area.
D-28 BARRtCADES AND WARNING SIGNS: Barricades, waming and detour signs shall
conform to the Standard Specifications "Barriers and Waming and/or Detour Signs," Item 524,
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F'ART D - SP��fAL �Q�DIT�QNS
and/or as shown on the plans. Construction signing and barricades shall conform with "1980
Texas Manual on Uniform Traffic Control Devices, Vol. No. 1"�or latest edition there of.
D-29 EXAMINATtON OF SITE: It shall be the responsibility of the prospective bidder to visit
the project site and make such examinations and expforations as may be necessary to
determine all conditions which may affect construction of this project. Particular attention should
be given to methods of providing ingress and egress to adjacent private and public properties,
procedures for protecting existing improvements and disposition of all materials to be removed.
Proper consideration should be given to these details during the preparation of the Proposal and
all unusual conditions which may give rise to .later contingencies should be brought to the
attention of the Owner prior to the submission of the Proposal.
D-30 ZONING COMPLIANCE: During the construction of th�s project, the Contractor shall
comply with present zoning requireme�ts of the City of Fort Worth in the use of vacant property
for storage purposes.
D-31 WATER FOR CONSTRUCTION: Water for construction will be, fumished by the
Contractor at his own expense.
D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and
shall be disposed of by the Contractor at locations approved by the Engineer. All material shall
be disposed of in such a manner as to present a neat appearance and to not obstnact proper
drainage or to cause injury to street�improvements or to abutting property.
a D-33 CLEANUP FOR FiNAL ACCEPTANCE: Final �leanup woric shall be done for:�his project
as soon as all construction has been compieted. No more than seven days shall elapse after
completion of cohstruction before the roadway, right-of-way, or easement is cleaned up to the
a satisfa�tion of the Enginee�. The Contractor shall make a finai cleanup of all parts of the work
before acceptance by the City of Fort Worth or its representative. This cleanup shall include
remova! of a!! objectionable rocks, pieces of asphalt or concrete and other construction
a materials, and in general preparing the site of the work in an arderiy manner and appearance.
Final acceptance of the completed project work shall be given �by the City of Fort Worth
Department of Engineering.
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D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times
unless otherwise directed by the Engineer.
D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: =Prior to executing the
Contract, it shall be the responsibility of the Contractor to fumish a schedule outlining the
anticipated time for each phase of construction with starting and completion dates, including
sufficient time being allow�d for cleanup.
D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE L(NES: Tfie fo(Iowing
procedures wi(( be fo(lowed regarding the subject item on this contract:
� 1. A waming sign not less than five inches by seven inches, painted yellow with black letters
that are iegible at twelve feet shail be placed inside and outside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile driver�, hoist�ng equipment or similar apparatus.
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PART Q -�SREGIAL CQN�tTfQNS
The waming sign shall read as foilows: "WARNING - UNLAWFUL TO OPERATE T.HIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES."
2. Equipment that may be operated within ten feet of high volfage lines shall have insulating
cage-type of guard about the boom or arm, except back hoes or dippers, and insulator
links on the lift hook connections.
3. When necessary to work within� six feet of high voltage electric lines, notification shall be
given the power company (Texas Utility Electric) who will erect temporary mechanical
barriers, de-energize the lines, or raise or Jower the lines. The work done by the power
company shall not be at the expense of the Gity of Fort Worth. The notifying department
shall maintain an accurate fog of all such calls to Texas Utility Electric, and shall record
action taken in e��ch case.
4. The Contractor is required to make arrangements with the Texas Electric Service
company for. the temporary relocation or raising of high voltage lines at the Contractor's
sole cost and e�cpense.
5. No person shall work within six feet of a high voltage line without protection having been
taken as out(ined in Paragraph (3).
D-37 CONTRACTOR'S RESPONStBtLlTY FOR DAMAGE CLAIMS: The Contractor
covenants and agrees to indemnify, hoid harmless and defend � the City, and their officers,
agents servants or employees, and/or owners of the units and lot abutting the units in this
contract from and against.any and all cfaims for damages or injuries, incfuding death, to any arid
a!I persons or property, of whatsoever kind of c�iaracter, whether real or asserted, arising out of
br incident to the senrices relating to the project to be performed by said Contractor, its officers,
agents, servants or employees, under the terms and conditions of this Contract, whether or not
caused by negligence on the part of the City, or their officers,� agents, servants or employees;
ar�d said Contractor does hereby covenant and agree to assume �all liability and responsibility of
City for injuries, claims or suits for damages to any and all persons or property, of whatsoever
kind or character, occurring during the term of this agreement and arising owt of or by reason of
service, covenants or agreements perFormed by said Contractor, its officers, agents, servants or
employees. Contractor likewise covenants and agrees to, and does hereby, indemnify ancl hold
harmless the City from and against any and all injuries or damages to property of City during the
pertormance of any of the terms and conditions of this Contract, whether arising out of or in
connection with or resulting from any and all acts or omissions of the City, their officers, agents,
s�rv�nts, or employees, or caused by. neg(igence on the part of City, or their officers, agents,
servants employees and/or owners of the units and lots abutting the units in this contract.
In the event a written ciaim for damages against the Contraetor remains unsettled at the time all
work on the project has been compieted to the satisfaction of the Director for the Department of
Engineering, as evidenced by a final inspection, final payment to the �Contractor shall not be
recommended by the Director of Department of Engineering for a period of 30 days after the
date of su�h final inspection, unless the Contractor shall submit written evidence satisfactory to
the Director that the claim has been settled and a release has been obtained from the claimant
involved.
Although the claim concemed remains unsettled as of the expiration of the above 30-day period,
the Contractor may be deemed to be entitled to a semi-final payment for work completed, such
oar��s SC-18
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PART D - SPECiAL C�NDITiQ[�iS
semi-finai payment to be in an amount equal to the totai dollar amount then due less the dollar
value of any written claims pending against the Contractor arising out of the performance of
such work, and such semi-final payment may then be recommended by the Director.
The Director shall not recommend final payment to a Contra�tor againsi whom such a c(aim for
damages is outstanding for a period of six months foilowing fhe date of the acceptance for the
work performed unless the Contractor submits evidence in writing satisfactory to the Director
that:
The claim has been settled and a release has been obtained from the claimant involved,
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2. Good faith efforts have been made to settle such outstanding cfass, and such good faith
efforts have failed. �
pIf condition (1). above is met at any time within the six month period, the Director shall
recommend that the final payment to the Contractor be made. If condition (2) above is met at
any time within the six month period, the Director may recommend that the final payment to the
D Contractor be made. At the expiration of the six month period, the Director may recommend that
final payment be made if all other woric has been performed and all other obligation of the
Contractor have been met to the satisfaction of the Director.
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The Director may, if F�e deems it appropriate, refuse to accept bids on other Department of
Engineering contract work from a�csntractor against whom a ciaim for damages is outstanding
as a resuft of work performed under a City contract or under a developer-let contract for City of
Fort Worth street and/or storm drainage facilities.
D D-38 SANITARY FAClLITIES FOR WORKERS: The Contractor shal! provide aU necessary
sanitary conveniences for the use of workers at the project site. Specifrc attention is directed to
this requirement.
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D-39 LEGAL REL• ATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contracto�'s
particutar attention is directed, to the requirements of Item C-6-6, "Legal Relations and
Responsibilities to the Public" of the Fort WoRh General Conditions.
D-40 RIGHT TO AUDIT:
A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment
under this contract have access to and the right to examine and photocopy any directly
pertinent books, documents, papers and records of the. Contractor involving transactions
relating to this contract. Contractor agrees that the City shalf have access during norma(
working hours #o all necessary Contractor facilities and shafl be provided adequate and
appropriate work space in order to condu�t audits in compiiance with the provisions of this
section. Tf�e City shall give Contractor rea�onable advance notice of intended audits.
B. Contractar further agrees to include in all its subcontracts he�eunder a provision to the effect
that the subcontractor agrees that the City shall, under the expiration of three (3) years after
final payment under the subcontract, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of such subcontractor, involving
oe✓��s
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SC-19
RART D � SPECiAt� C�NDITIQNS
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transactions to the subcontract, and further, that City shall have access during normal
working hours to all subcontractor fiacilities, and shall be provided adequate and appropriate
work space, in order to conduct audits in compliance with the provisions of this article
together with subsection (c) hereof. City shall give subcontractor reasonable advance notice
of intended audits. '
C. Contractor and subcontractor agree to photocopy s�ch documents as may be requested by
the City. The �ity agrees to reimburse Contractor for the cost of copies as follows:
1. copies and under - 10 cents per page
2. more than 50 copies - 85 cents for the first page pfus fifteen cents for each page
thereafter
D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are
approximate. It is the Contractor's sale responsibility to verify all pay item quantities prior to
submitting a bid,
When the quantity of the work to be done or materials to be fumished under any pay item of the
contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on� the p'ortion of work above 125% of the quantity in the contract.
When the quantity, of the work to be done or materials to be fumished under any pay item of the
contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on the portion of work below 75% of the quantity stated in the contract.
This paragraph shal( not apply in the event Owner de(etes a pay item in its entirety from tF�is
contract.
In the event Owner and Contractor are unable to agree on a negotiated price, Owner and
Contractor agree that the consideration will be the actual field cost of the work plus 15% as
described herein below, agreed upon in writin� by the Contractor and Director of Department of
Engineering and Contractor and Director of Departmer�t of Engineering and approved by the City
Counci! after said work is completed, subject to a!I other conditions of the contract. As used
herein, field cost of the work will include the cost of all workmen, foremen, time kespers,
mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as
actually used on such work only, plus all power, fuel, lubricants, water and similar operating
expenses; anii a ratabie portion o� premi�ams on performance �nd �ayment bonds, public
liability, Workers Compensation and all other insurance r�quired by law or by ordinance. The
Director of Department of Engineering will direct the form in which the accounts of actual field
cost will be kept and will recommend in writing the method of doing the work and the type and
kind of equipment to be used, but such work will be performed by the Contractor as an
independent Contractor and not as an agent or temployee of the City. The 15% of the actual
fie(d cost to be paid to the Contractor shalf cover and compensate him for profit, overhead,
genera( supervision and field office expense, and a(I other efements of cost and expense not
embraced within the actual field cost as herein specified. Upon request, the Contractor shail
provide the Director of Department of Engineering access to all accounts, bills and vouchers
relating thereto.
os�1�s SG20
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PAI�T Q - SPE�IAL �QNQlTIQNS
D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shail be made with
a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item.
D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in
accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or
posts. The exact locations and methods of mounting shaf( be approved by the Engineer. In
addition to the 4' x 8' project signs, project signs shall be attached to bamcades used where
manhole rehabilitation or repiacement is being conducted. Signs suspended from barricading
shall be placed in such a way that signs do not intertere with reflective paint or coloring on the
barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0"
by 2'-0" in size. The information box shall have the following information:
For Questions on this Project Call:
(81�871-8306 M-F 7:30 am to 4:30 p.m.
or
(81�871-8300 Nights and Weekends
Any and all cost for the required materials, labor, and equipment necessary for the fumishing of
� Proje�t Signs shall be considered as a subsidiary cost of the project and no additional
compensation will be allowed.
Q D�4 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project
where mains are required ta be p(aced under exisiing sidewaiks andlor driveways,. such
sidewalks and/or driveways shall be completely replaced for the fui( existing width, befinreen
a e�dsting construction or expansion joints with 3000 psi concrete with reinforcing steei on a sand
cushion in accardance with City of Fort Worth Transportation/Public Works Department
Standard Specifications for Constnaction, Item 504.
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At locations where mains are required to be placed under existing curb and gutter, such curb
and gutter sha11 be replaced to match type and geometry of the removed curb and gutter shall be
installed in accordance with City vf Fort Worth Public Works Department Standard Specification
for Construction, Item 502.
a Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances
required, shall be included in the square yard price of the� bid item for concrete sidewalk or
driveway repair.
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D-45 MISCELLANEOUS PLAC�MENT OF MATERlAL: Material has been allocated under
various bid items in the Proposal to establish unit prices for miscellaneous placement of material.
These materials shall be used on(y when directed by the Engineer, depending on field
conditions. Payment for misce(laneous placement of material will be made for only that amount
of maferia( used, measured to the nearest one-tenth unit. Payment for miscel(aneous placement
of material shall be in accordance with the General Contract Documents regardless of the actual
amount used for the project.
D�46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be
mechanically compacted unless the Contractor can fumish the Engineer with satisfactory
evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report
from an independent testing laboratory and must include representafive samples of soils in all
involved areas, with a map showing the location and depth of the various test holes.
os���rss SG21
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P�RT D - S�EGtAL GONQITtQ�lS
If excavated material is obviously granular in nature, containing little or no plastic material, the
Engineer may waive #he test report requirement.
See E-1.24, Type "C" Back�fl, and E2.11 Trench 8ack�11.''*
" Revised 3/20/81
"` Revised 4/20/81
D-47 CRUSHED LIMESTONE BACKFILL: Where speci�ed on the plans or directed by the
Engineer, Crushed� Limestone shall be used for trench backfill on this project. The �material shall
confoRn to Public Works Standard Specifications for Street and Storm Drain Construction
Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench bacicfill
and compaction shai( meet the requirements of E2-2 Excavation and Backfi(I, Construction
Specificartions, Genera( Contract Documents.
Payment for crushed limestone backfiil in place shall be made at the unit price bid in the
Proposal multiplied by the quantity of material used measured in accordance with E2-2.16
Measurement of Backfill Materials, Construction Specifcations, Genera! Contract Documents.
D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for
Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as
base repair. Since this call-out includes the word "concrete", the consistent interpretation of the
Transportation and Public Works Department is �that this ratio specifies two (2) sacks of cement
per cubic yac.d of concrete.
D�9 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and
backfill under parking Iots, driveways, gravel surfaced roads, within easements, and within
existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation
and Backfill of the General Contract Documents and Specifications except as specified herein.
A. TRENCH EXCAVATION: In accordance with Section EZ-2 Excavation and Backfill, if the
stated maximum trench widfhs are exceeded, eitfier ihrough accident or otherwise, and if the
Engineer determines that the design loading of the pipe wili be exceeded, the Contractor wiit
be required to support the pipe with an improved trench bottom. The expense of such
remedial measures shall be entirely the Contracto�'s own. All trenching operations shall be
confined to the width of permanent rights-of-way, permanent easements, and any temporary
construction easements. All excavation shall be in strict compliance with the Trench Safety
Systems Specia) Condition of this dbcument.
B. TRENCH BACKFILL: TrenchQs which lie outside of existing or future pavement shall be
backfilled above the top of the embedment material with Type "C" backfill material.
Excavated material used for Type "C" backfill must be mechanically compacted unless the
Contractor can fumish the Engineer with satisfactory evidence that the P.I. of the excavated
material is less than 8. Such evidence shall be a test report from an independent testing
laboratory and must include representative samples of soils in all involved areas, with a map
showing the location and depth of the various test holes. If excavated material is obviousfy
granular in nature, containing little or no plastic material, the Engineer may waive the test
report requirement. See E1-2.3, Type "C" or "D" Backfil(, and E2-2.11 Trench Backfill for
additionaf requirements. When Type "C" bac(�fi(I mateflal is not suitable, at fhe direction of
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PART Q - SPECIAL CONQ1�'IQNS
the Engineer, Type "B" backfill material shall be used. In general, aii b.ackfill material for
trenches in existing paved streets shall be in accordance with Figure(s) A, B, C,- or D. Sand
material specified in Figure(s) A-D shall be obtained from an approved source and shall
consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or
vegetable matter and shall meet the following gradation:
Size Sieve
#4
#16
#50
#100
#200
% Retained
0-5
0-20
0-50
60-95
90-100
(P.I. _� 8 or less)
C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill.
Trenches which lie outside existing or future pavements shall be compacted to a minimum of
90% Standard Proctor Density (A.S.T:M. D698) by means of tamping only.
Trenches which !ie under existing or future pavement shall be backfilled per Figure A with
� 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods.
Backfill material to be mechanically tamped must be within +-4% of its optimum moisture
� content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of
O water line may be rolled in with heavy equipment tires, provided it is placed in lifts
appropriate to the material being used and the operation can be perfoRned without damage
to the installed pipe.
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The City, at its own expense, wil! perForm trench compaction tests per A.S.T.M. standards on
all trench backfill. Any retesting required as a result of failure to compact the backfill material
to meet the standards will be at the expense of the Contractor and will be billed at the
commercial rates as determined by the City. These soil density tests shall be performed at
two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed
pipe and continuing to the top of the completed backfill at intervals along the trench not to
exceed 300 linear feet. The Contractor will be responsible for providing access and trench
safety system to the level of trench backfill to be tested. No extra compensation will be
allowed for exposing the backfill layer to be tested or providing trench safety system for tests
conducted by the City.
D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and
Olabor costs of excavation and backfill will be included in the price bid per linear foot of water
and sewer pipe.
OD-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the
proposal shall cover all cost'for providing pavement repair equal to or superior in composition,
Q08/13/99
SG23
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F�ART D - SPE�IA�. CQNDtTIQNIS
thickness, etc., to existing pavement as detailed in the Public Works Department typical sections
for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5.
AfI required paving cuts sha(I be made with a concrete saw in a�rue ar�d straight line on both
sides of the trench, a minimum of finrelve (12) inches outside the trench walls. The trench shall
be backfilled and the top nine (9) inches shall be filled with required materials as shown ,on
paving details, compacted and levei with the finished street surface. This finished grade shall be
maintained in a serviceable conclition until the paving has been replaced. All residential
driveways shall be accessible at night and over weekends.
It has been determined by the Transportation and Public Works Department that the strip of
existing HMAC pavement befinreen the existing gutter and the edge of the trench pavement
repair will not hold up if such strip of existing pavement is two (2) feet or less in width.
Therefore, at the locations in the project where the trench wall is three (3) feet or less from the
lip of the existing gutter, the Contractor shall be required to remove the existing paving to such
gutter. The pavement repair shalt then be made from a minimum distance of twelve (12) inches
outside the trench wall nearest the center of the street to the gutter line. �
The pavement shall be repl�ced within a maximum of five (5) working days, providing job
placement conditions wi(I permit repaving. If paving conditions are not suitable for repaving, in
the opinion of the Owner, the repaving shall be done at the earliest possibie date:
A permit must be obtained, from the Department of Engineering Construction Services Section by
the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make
utility cuts in the street. The Department of Engineering will inspect the paving repair after
construction. This permit requirement may be waived if work is being done under a Performance
Bond and inspecte.d by the Department of Engineering.
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY:
A. GENERAL: This specification covers the trench safety requirements for all trench
excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The
requirements of this item govem all trenches for mains, manholes, vaults, service lines, and
alt other appurtenances. The design for the trench safety shall be signed and sealed by a
Registered Professional Engineer licensed in Texas.
B. STAN�ARDS: The (atest version of the U.S. Department of L�bor, Occupational Saf�ty and
Health Administration Standards, 29 CFR Part 192�, Sub-Part P- Excavations, afe hereby
made a part of this specification and shall be the minimum goveming requirements for trench
safety.
C. DEFINlTIONS:
1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of
the ground in which the depth is greater than the width, where the width measured at the
bottom is not greater than fifteen (15) feet.
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PART Q - SPECIAL GQNQITIQNS
2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or
a series of horizontal level or steps, usually with vertical or near-vertical surfaces between
levels.
3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are
inclined away from the excavation.
4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes"
or "trench shields". Shield means a structure that is able to withstand the forces imposed
on it by a cave-in and protect workers within the structure. �Shields can be peRnanent
structures or can be designed to be portable and move along as the work progresses.
Shields can be either pre-manufactured or job-built in accordance with OSHA standards.
5. SHORING SYSTEM - Shoring means a stnacture such as �a metal hydraulic, mechanical
or timer system that supports the sides of a trench and which is designed to prevent
cave-ins. Shoring systems are generally comprised of cross-braces, vertical rails,
(uprights), horizontal rails (wales) and/or sheeting.
D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing
ground to the bottom of the pipe or structures. The quantity of trench safety systems shall
be based on the linear foot amount of trench depth greater than five (5) feet.
E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools,
materials, equipment and incidentals necessary for the instaAation and removal of trench
safety systems.
D-52 SANITARY SEWER MANHOLES:
A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes
will be required as shown on the plans, and/or as described in these Special Contract
Documents in addition to those located in the �eld and identified by the Engineer. All
manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes,
Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract
Documents and Specifications, unless amended or superseded by requirements of this
Special Condition. .
1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as
(� per Figure 121.
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2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be
installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with
Fort Worth Water Department Standard E100-4 and shall be fitted and installed
according to the manufacturer's recommendations. Stainless Steel manhole inserts shall
be required for all pipe diameters 18N and greater.
3. LIFT HOLES: All lift holes shall
Q shall be sealed on the outside
sealant. The lift hole shall be
cement grout.
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-be plugged with� a pre-cast concrete plug. The lift hole
of the manhole with Ram-Nek or an approved equal
sealed on the inside of the manhole with quick setting
SC-25
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PART Q - SPECIAL �ONDITIQNS
4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands
shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the
surrounding ground. Backfill shall provide a uniform slope from the top of manhole
casting for not �less than three (3) feet each direction to existing finish grade of the
ground. The grade of all surfaces shall be checked for proper slope and grade by string
lining the entire area regarded near the manhole.
Manholes in open fields, unimproved land, or drainage courses shall be at an elevation
shown on the drawings or minimum of 6 inches above grade. �
5. MANHOLE COVERS: All lids sha(I have pick slots in lieu of pick holes. Manhole frames
and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots.
Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap
.. between the frame and cover. Bearing surfaces shall be machine finished. Locking
manhole lids and frames will be restricted to locations within the 100-year floodplain and
areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and
Frames are acceptable for use where locking lids are specified.
6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when
manhole depth is four (4) feet or less. All shallow cone manholes shall be built in
accordance with the Standard Details NOTE: MANHOLES PER FIGURE 106 WILL NOT
BE ALLOWED.
7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer
manhole.
8. EXTERIOR SURFACE COATING: Exterior surFaces of all manholes shall be coated with
two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-
450 Heavy Tnemecol,H or equal to, a minimum or 14 mils dry film thickness.
9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole
sections constructed for the City of Fort Worth Water Department, excluding only the
joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint
sealants as per Figure M.
This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent
Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded
pipe form or suitable cross-sectional area or flat tape anci shall �be sized as
recommended by the manufacturer and approved by the Engineer. The joint sealer shall
be protected by a suitable removable wrapper and shall not in any way depend on
oxidation, evaporation, or any other chemical action for either its adhesive properties or
cohesive strength. The Joint sealer shall remain totally flexible without shrinking,
hardening, or oxidizing regardless of the length of time it is exposed to the elements.
The manufacturer shall fumish an affidavit attesting to the successful use of the product
as a pre-formed`flexible joint sealant on concrete pipe and manhole sections for a period
of at least five years.
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PART Q� - SPE�lAL �QNDl�'1Q�NS
B. EXECUTION:
1. INSTALLATiON OF JOINT SEALANT: Each grade adjustment ring and manho(e frame
shall be sealed with the above specified materiais. Ali surfaces to be in contact with the
joint sealant shall be thoroughly cieaned of dirt, sand, mud, or other foreign matter. A
primer shaA be applied to all surfaces prior to installing the joint sealant in accordance
with the recommendations by the manufacturer. The protective wrapper shal! remain on
the join# sealant until immediately prior-to the placement of the pipe in the trench. After
removal of the protective wrapper, the joint sealant shall be kept clean. Install frames
and cover over manhole opening with the bottom of the rings resting on Bitumastic joint
sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of
Bitumastic joint sealer.
2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full
depth saw cut if in pavement) adjacent to the manhole to expose �the entire manhole
frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench
nearly vertical.
� Remove manhole frame from the manhole sfructure and observe the condition of the
frame and grade rings. Any frame or grade ring that is not suitable for use as determined
by the Engineer shall be replaced. Grade rings that are constructed of brick, block
Q materials� other than pre-cast concrete rings, or whe�e necessary and approved by the
Engineer, shall be replaced with a pre-cas� flattop section. Pre-cast concrete rings, or a
pre-cast concrete flattop section wi!! be the only adjustments allowed.
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!n brick or block manholes, replace the upper portion of the manhole to a point 24 inches
below the frame. If the walls or cone se�tion below this level are structurally unsound,
notify the Engineer prior to replacement of the grade rings a�d manhole frame. Existing
brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense.
D Wire brush manhole frame and exposed manhole surfaces to remove dirt and Ioose _
debris--Coat-exposed manhole surfaces with an approved bonding agent followed by an
application of a quick setting hydraulic cement to provide a smooth worlcing surface.
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If the inside diameter of the manhole is too large to safely support new adjustment rings
or frames, a flat top section sha(I be insta(led.
Joint surfaces befinreen the frames, adjustment rings, and cone section shall be free of
dirt, stanes, debris and voids to ensure a watertight seal. Place flexible gasket joint
material along the inside and outside edge of each joint, or use trowelable material in lieu
of pre-formed gasket material. Position the butt joint of each length of joint material on
opposite sides of the manhole. No steel shims, wood, stones, or any materia! not
specifically accepted by the Engineer may be used to obtain final surface elevation of the
ma�hole frame.
In paved areas or future paved areas, castings shall`be installed by using a straight edge
not less than ten (10) feet long so that the top of the casting will conform to the slope and
finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the
finished elevation, Allowances for the compression of the joint material shall be made to
assure a proper final grade elevation.
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PART D - SPECI�L �4NDITiONS
3. EXPOSED EXTERIOR SURFACES: Ail exposed exterior �urfaces �shail be coated with
two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec °°46-
450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry �Im thickness.
4. The exterior surFace of all pre-cast section joints shall be thoroughly cleaned with a wire
brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint
sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be
wrapped with 6 mil plastic to protect the sealant from damage during backfilling.
C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include
all labor, equip�ent, and materials necessary for constnaction of the manhole including, but
not limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair.
The price bid for reconstruction of existing manholes s�iall include all labor equipment and
materials necessary for construction of new� manhole, including, but not� limited to,
�- �° excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface
coating and pavement repair.
The price bid for adjusting and/or sealing of existing manholes shall include all labor,
equipment and materials necessary for �djusting and/or sealing the manhole, including but
not limited to, joint sealing,• lifthole sealing, and exterior surface coating.
Payment for concrete collars will be made per each. -Payment for manhole inserts will be
made per each. �
D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement,
or nevir sanitary sewer service shall be required as shown on the plans, and/or as described in
these Special Contact Documents in addition to those located in the field and id�ntified by the
Engineer as active sewer taps. The service connections shatt be constructed by the Contracto�
utilizing standard factory manufactured tees. City approved factory manufactured saddle taps
may be used, but only as directed by the Engineer. The decision to use saddle taps �as opposed
to tees shall be made on a case by case basis. The. Contracto� shall be responsible for
coordinating the scheduling of tapping crews with building owners and the Engineer in order that
the work be perFormed in an expeditious manner. A minimum of 24 hours advance notice shall
be given when taps wil,l be required. Severed service connections shall be maintained as
specified in section C6-6.15.
A. SEWER SERVICE RECONNECTION: When sewer service reconnection is� called for the
Contractor shall vertically adjust the e�cisting sewer service line as required for reconnection
and fumish a new tap. The fittings used for vertical adjustment shall consist of a maximum
bend of 45 degrees. The tap shall be located s� as to line up with the service line and avoid
any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be
replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer
services on sewers being rehabilitated using pipe enlargement methods shall be "replaced to
the property or easement line or as dire�ted by the Engineer. Procedures listed below for
Sewer Service Replacement shall be adhered to for the installation of any sewer ser.vice line
including the incidental four (4) feet of service line which is included in the price bid for
Sanitary Sewer Taps. Payment for worfc such as backfill, saddles, tees, fittings incidental
�oa���ss SG28
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P�f�T Q - SPECIAL GONDITlQNS
four (4) feet of service line and ali other associated appurtenances required shall be included
in the price bid for Sanitary Sewer Taps.
B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during
construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer
as required for the connection of the sewer senrice line. If the sewer service line is in such
condition or adjustment necessitates the replacement of the sewer service line, all work shall
be performed by a licensed plumber. The leng�h of the replacement shafl be determined by
the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or
as approved by the Engineer. Connection to the e�dsting sewer service line shall be made
with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling
A.S.T.M. C-425 with series 300 stainless steel compression straps.
Payment for work and materials such as backfill, pipe fittings, surface restoration on private
property (to match existing}, and all other associated work for service replacements in excess
of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service
line replacement. Payment for all work and material involving the "tap" shall be included in
the price bid for sanitary sewer service taps.
D-54 NOT USED
D�5 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any removal,
salvaging and/or abandonment of existing facilities will necessarily be required as shown on the
plans, and/or described in these Special Contract Documents in addition to those located in the
field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5
Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and
Specifications, unless amended or superseded by requirements of this Special Condition.
A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and
meter box shall be removed and retumed to the Water Department warehouse by the
Contractor in accordance with Section E2-1,5_Salyagio�o.fJ111aterials.
B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT Lld': Existing water
meter and concrete vault lid shall be removed and retumed to the Water Department
warehouse by the Contractor in accordance w�th Section E2-1.5 �alvaging of Materials. The
concrete vault shall be demolished in place to a point not less than 18 inches below final
grade. The concrete vault shall then be backfilled and compacted in accordance with backfill
method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated
material approved by the Engineer.: Surface restoration shall be compatit�le with existing
surrounding surface and grade.
C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and
retumed to the Water Department warehouse by the Contractor in accordance with Section
E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance
with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
existing surrounding surface and grade.
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SC-29
PART D - SPEGIAL GQNQlTlQt�S
D. SALVAGE OF EXiSTING GATE VALVE: Existing gate vatve and vaive box and lid shail be
removed and retumed to the Water Department warehouse by the Contractor in accordance
with Section E2-1.5 Salvaging of Materials. The void area caused by the vaive removal
shalt be backfilled and compacted in accordance with backfill method as specified in Section
E2-2.9 Backfi!!. Backfill material shall be suitable excavated material approved by the
Engineer. Surtace restoration shall be compatible with existing surrour�ding surtace and
grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no
less than 18" below final grade.
E. ABANDONMENT OF EXISTING GATE VALVE: F�dsting gate valve and box lid shall be
abandoned by first closing the valve to the fully closed position and demolishing the valve
box in place to a point not less than 18 inches below final grade. Concrete shall then be
used as backfill material to match existing grade.
F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in placeJ shall have top
slab and lid removed and vault walls demolished to a point not less than 18" below �nal
grade. The void area °caused shall then be backfil(ed and compacted in accordance with
backfiil method as specified in Section E2-2.9 Backfi(I. Backfill materiaf shafl be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
the existing surrounding grade.
,G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes
entering or exiting the structure plugged with lean concrete. Manhole top or cone section
shafl be removed to the top of the full barre! diameter section, or to point not less than 18
inches below final grade. The structure shaU then be bac�!!ed and compacted in
accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may
be either Gean washed sand of clean, suitable excavated material approved by the
Er�gineer. Surface restoration shall be compatible with surrounding servic� surface.
Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances
required, shall be included in the appropriate bid item - Abandon �xisting Sewer Manhole.
H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting
the structure disconnected. The complete manhole, including top or cone section, all full
barrel diameter section, and base section shall be removed. The excavation shall then be
backfilled and compacted in accordance with backfill method as specified in Section E2-2.9
�ackfill. Bacicfill material may be with Type C Backfiil or Type B Backfili, as approved �y the
Engineer. SurFace restoration shall be compatibie with surrounding surFace.
I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be
required to cut, plug, and block existing water mains/services or sanitary sewer
mains/services in order to abandon these lines. Cutting and plugging existing mains and/or
senrices shall be considered as incidental and all costs incurred wil! be considered to be
included in the linear foot bid price of the pipe, unless separate trenching is required.
J. REMOVAL OF EXISTING PIPE: Where removal of the e�6sting pipe is requi�ed, it shall be
the Contractor's responsibility to propeMy dispose of all removed pipe. All removed valves,
fire hydrants and meter tioxes shall be delivered to Water Department Field Operation,
Storage Yard. �
0���9 SC-30
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K. PAYMENT: Payment for all work and material involved in salvaging, abandoning andlor
removing existing facilities shall be included in the linear foot bid price of the pipe, except as
/'4 follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch
and larger, and sanitary sewer manholes, regardless of location.
Payment will be made for salvaging, abandoning and/or removing all other existing facilities
�_ when said facility is not being replaced in the same trench (i.e., when removal requires a
separate trench).
� D-56 DETECTABLE WARNING TAPES: Detectable underground utility waming tapes which
can be located from the surface by a pipe detector shall be installed directly above non-metallic
water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by
� Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid
aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis,
acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the
'; tape shall be 5.5 mils, and the width shall not be less than finro inches with a minimum unit
weight of 2%2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message
as follows:
�pe of Utilifir
Water
Sewer
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Safety Blue
Safety Green
Leqends
Caution! Buried Water Line Below
Caution! Buried Sewer Line Below
Installation of detectable tapes shall be per manufacturer's recommendations and shall be as
close to the grade as is practical for optimum protection and detectability. Allow a minimum of
18 inches between the tape and the pipe. Payment for wo�lc such as backfill, bedding, blocking,
detectable tapes, and all other associated appurtenances required shall be included in the unit
price bid for the appropriate bid item(s).
D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by the
inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night
plug shall be installed on all exposed pipe ends during any period of work stoppage.
D�8 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions,
Section C6-6.8 Barricades, Wamings, and Watchmen:
A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word
Flagmen.
6. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other
precautionary measures" to "take all reasonable necessary measures".
D,59 DtSPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material,
the Contractor shall advise the Director of Engineering Department, acting as the City of Fort
Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the
Contract4r intends to dispose of such material. Contractor shall not dispose of such material
until the proposed sites have been determined by the Administrator to meet the requirements of
the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites
oa���rss SC-31
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PART Q - SPECIAL CONQiTIQNS
must be approved by the Administrator to ensure that filling is not occurring within a floodplain
without a permit. A floodplain permit can be issued upon approval of necessary Engineering
studies. No fill permit is required .if disposal sites are not in a floodplain. Approval of the
Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that
the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood
plain. Any expenses ass�ciated with obtaining the fill permit, including any necessary
Engineering studies, shall be at the Contractors expense. In the event that the Contractor
disposes of spoil�ll material at a site without a fill permit or a letter from the administrator
approving the disposal site, upon notification by the Director of Engineering Department,
Contractor shall remove the spoil/fill material at its expense and dispose of such materials in
accordance with the Ordinances of the.City and this section.
D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute
a release of inechanics and materialmen's liens upon receipt of payment.
D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of
quality which the City believes necessary to procure a satisfactory project. No substitutions will
be permitted until the Contractor has received written permission of the Engineer to make a
substitution for the material which has been specified. Where the term "or equal", or "or
approved equal" is used, it is understood that if a material, product, or piece of equipment
bearing the name so used is fumished, it will be approvable, a� the particular trade name was
used for the purpose of establishing a standard of quality acceptable to the City. If a product of
any other name is proposed for use, the Engineer's approval thereof must be obtained before
the proposed substitute is procured by the Contractor. Where the term "or equal", or "or
approved equal" is not used in the specifications, this does not necessarily exclude altemative
items or material or equipment which may accomplish the intended purpose. However, the
Contractor shall have the full responsibility of proving that the proposed substitution is, in fact,
equal, and the Engineer, as the representative of the City, shall �be the sole judge of the
acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall
be applicable to all sections of these specifications.
D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
P
A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be
abandoned, removed (except where being replaced in the same location), or �ehabilitated
(pipe enlargement, cured=in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned,
and a television inspection perFormed to identify any active sewer service taps, other sewer
laterals and their location. Work shall consist of fumishing all labor, material, and equipment
necessary for the cleaning and inspection of the sewer lines by means of closed circuit
television. Satisfactory precautions shall be taken to protect the sewer lines from damage
that might be infli�ted by the improper use of cleaning equipment.
HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line
cleaning equipment shall be constructed fof•-easy and safe operation. The equipment
shall also have a selection bf two or more high-velocity nozzles. The nozzles shall be
capable of producirig-a scouring action from 15 to 45 degrees in all size lines designated
to be cleaned. Equipment shall also' include a high-velocity gun for washing and
scoiaring manhole walls and floor. The gun shall be capable of producing flows from a
os���s SC-32
PART D - SPECIAL GQNDITIONS
�Rfine spray to a solid stream. The equipment shall carry its own water tank, auxiliary
engines, pumps, and hydraulically driven hose reel.
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Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in
such a way that a portion of the dam may be collapsed at any time during the cleaning
operation to protect against flooding of the sewer. The movable dam shall be equal in
�_ diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls
or other equipment which cannot be collapsed is used, special precautions to prevent
r• flooding of the sewers and public or private property shatl be taken. The flow of sewage
present in the sewer lines shall be utilized to provide necessary fluid for hydraulic
cleaning devices whenever possible.
2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using
� � high-velocity jet equipment. The equipment shall be capable of removing dirt, grease,
rocks, sand, and other materials and obstructions from the sewer lines and manholes. If
P cleaning of an entire section cannot be successfully performed from one manhole, the
� equipment shall be set up on the other manhole and cleaning again attempted. If, again,
successful cleaning cannot be performed or equipment fails to traverse the entire
r„ manhole section, it will be assumed that a major blockage e�sts, and the cleaning effort
shall be abandoned. When additional quantities of water from fire hydrants is necessary
to avoid delay in normal working procedures, the water shall be conserved and not used
unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by
the hydrant. Before using any water from the City Water Distribution System, the
�� Contractor shalt apply for and receive permission from the Water Department. The
Contractor shall be responsible for the water meter and related charges for the setup,
�` including the water usage bill. All expenses shall be considered incidental to cleaning.
3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid
�' or semisolid material resulting from the cleaning operation shall be removed at the
downstream manhole of the section being cleaned. Passing material from manhole
section to manhole section, which could cause line stoppages, accumulations of sand in
wet wells, or damage pumping equipment, shall not be permitted.
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4. All solids or semisolid resulting from the cleaning operations shall be removed from the
site and disposed of at a site designated by the Engineer. All materials shall be removed
� from the site no less often than at the end of each workday and disposed of at no
additional cost to the City.
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5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES.
`" 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
� camera shall be suitable to atlow a clear picture of the entire periphery of the pipe. The
camera shall be operative in 100% humidity conditions. The camera, television monitor,
,� and other components of the video system shall be capable of producing picture quality
� to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and
no payment will be made for an unsatisfactory inspection.
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PART D - SPECiAL CQNDITI4NS
B. EXECUTION:
TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to permit proper documentation of
any sev�er service taps. In no case will the television camera be pulled at a speed
greater than 30 feet per minute. Manual winches, power winches, TV cable, and
powered rewinds or other devices that do not obstruct the camera view or interfere with
proper documentation shall be used to move the camera through the sewer line.
When manually operated winches are used to pull th� television camera through the line,
telephones or other suitable means of communications shall be set up between the two
manholes of the section being inspected to ensure good communicatior�s between
members of the crew.
The importance of accurate distance , measurements is� emphasized. All television
inspe�tion video tapes shall have a footage counter. Measurement for location of sewer
�ervice taps shall be above ground by means of ineter device. Marking on the cable, or
the like, which wouid require interpolation for depth of manhole, will not 6e allowed.
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable de�ice, and the accuracy shall be satisfactory to the Engineer.
The City makes no guarantee that all of the sanitary sewers to`be entered are clear for
the passage of a camera. The methods used for securing passage of the camera are to
be at the option of the Contractor. The cost of retrieving the Television camera, under all
circumstances, when it becomes lodged during inspection, shall be incidental to
Television inspection.
2. DOCUMENTATION: Television Inspection Logs: Printed Iocation records st�all be kept
by the Contractor and will clearly show the loca�ion in relation to an adjacent manhole of
each sewer service taps observed during inspection. In addition, other points of
significance such as locations of unusual conditions, roots, storm sewer connections,
broken pipe, presence of scale and corrosion, and other discemible features will be
recorded, and a copy of such records will be supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interFere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be fumished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days.
Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes
will be retumed to the Contractor upon completion of review by the Engineer. Tapes
shall not be erased without the permission of the Engineer.
os✓�srss SC-34
L,.
PART D - SPECIAL CQNQITIONS
� If the tapes are of such poor quality that the Engineer is unable to evaluate the condition
of the sewer line or to locate service connections, the Contractor shall be required to re-
� televise and provide a good tape of the line at no additional cost to the City. If a good
tape cannot be provided of such quality that can be reviewed by the Engineer, no
payment for televising this portion shall be made. Also, no payment shall be made for
portions of lines not televised or portions where manholes cannot be negotiated with the
� television camera.
� THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION
FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the
tapes by the Engineer, the Contractor will be noti�ed as to which sections of the sanitary
sewer are to be corrected. Tapes will be retumed to the Contractor upon completion of
� review by the Engineer.
� All costs associated with this work shall be incidental to unit prices bid for items under
Television Inspection of the Proposal.
� C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of
sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall
provide the Engineer with tapes of a quality that the particular piece of sewer can be readily
� evaluated as to existing sewer conditions and for providing appropriate means for review of
the tapes by the Engineer including collection and removal, transportation and disposal of
� sand and debris from the sewers to a legal dump site.
f"�
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner)
to provide video image required for line analysis.
The primary purpose of cleaning is for television inspection and rehabilitation; when a portion
of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall
be incidental and no payment shall be made.
1.�
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
� passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor, and the costs must be included in the bid price for TV
Inspections. The cost of retrieving the TV Camera, under all circumstances, when it
� becomes lodged during inspection, shall be incidental to N Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping
required to provide reliable, regular sewer service to the area residents. All bypass pumping
� shall be incidental to the project.
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES
_� A. GENERAL: This item shall govem the vacuum testing of all newly constructed sanitary
sewer manholes.
�
I wJ
os✓��ss
SC-35
lJ
PART Q - SPEClAL CQNDITIC)f�S '
B. EXECUTION:
1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes
shall be plugged, and all drop-connections and gas sealing connections shall be installed
prior to testing.
The sewer lines entering the manhole shall be plugged and �braced to prevent the plugs
from being drawn into the manhole. The plugs shall be installed in the lines beyond the
drop-connections, gas sealing connections, etc. The test head shall be placed inside the
frame at the top of the manhole and inflated in accordance with the manufacturer's
.recommendations. A vacuum of ten. inches of inercury (10"Hg) shall be drawn and the
vacuum pump will be tumed off. With the valve closed, the level of vacuum shall be read
after the required test time. The required test time shall be determined from the Table I
below in accordance with ASTM C1244-93:
Table I
MINlMUM Tt,ME.REQUIRED FOR VACUUM DROP
OF 9" Hg (10"Hg - 9"Hg) .(SEC)
Depth of MH. 48-Inch Dia. 60-Inch Dia.
(FT.) Manhol� Manhole
0 to 16' 40 sec. 52 sec.
18' 45 sec. 59 sec.
20'
22'
24'
26'
28'
30'
For Each
Additionaf 2'
50 sec.
55 sec.
59 sec.
64 sec.
' 69 sec.
74 sec.
5 sec.
65 sec.
72 sec.
78 sec.
85 sec.
91 sec.
98 sec.
6 `sec.
2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in ti�e level of
vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any
manhole which fails to pass the initial test must be repaired with a suitable material which
conforms to the construction material of the manhole. The manhole shall be retested as
described above until it has successfully passed the test.
Following completion of a successful test, the manhole shall be restored to its normal
condition, all temporary plugs shall be removed, all braces, equipment, and debris shall
be removed and disposed of in a manner satisfactory to the Engineer.
C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the
contract price per each vacuum test. This price shall include all material, labor, equipment,
and all incidentals, including all bypass pumping, required to complete the test as specified
herein.
oa���ss SC-36
�
PART Q - SPECIAL CONQITIQN�
� D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or
sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging
�' existing upstream manhole and pumping the sewage into a downstream manhole or adjacent
system or other method as may be approved by the Engineer. The pump and bypass lines shall
be of adequate capacity and size to handle the flow without sewage backup occurring to
facilities connected to the sewer. Provisions shall be made at driveways and street crossings to
�l permit safe vehicular travel without interrupting flow in the bypass system. Under no
circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment
Qshall be incidental to rehabilitation or replacement of the sewer line.
D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER:
� A. GENERAL: After construction, ALL sections of sanifary sewer lines shall have a television
inspection performed. Work shall consist of fumishing all labor, material, and equipment
� necessary for inspection ofi the sewer lines by means of closed circuit television. Satisfactory
precautions shall be taken to protect the sewer lines from damage that might be inflicted by
the improper use of cleaning equipment.
� B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
camera shall be operative in 100% humidity conditions. The camera, television monitor, and
� other components of the video system shall be capable of producing picture quality to the
satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no
�,, payment will be made for an unsatisfactory inspection.
C. EXECUTION:
� 1. TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to pennit proper documentation of
any sewer senrice taps. In no case will the television camera be pulled at a speed
greater than 30 feet per minute. Manual winches, power winches, N cable, and
L., powered rewinds or other devices that do not obstruct the camera view or interfere with
proper documentation shall be used to move the camera through the sewer line.
�,�4 When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up between the finro
�'+� manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
�, inspection video tapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of ineter device. Marking on the cable, or
� the like, which would require interpolation for depth of manhole, will not be allowed.
Accu�acy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfactory to the Engineer.
� The City makes no guarantee that all of the sanitary sewers to be entered are clear for
the passage of a camera. The methods used for securing passage of the camera are to
be at the option of the Contractor. The cost or retrieving the Television camera, under all
�
oa���ss
SC-37
�
PART D - �PEC1Al. GQNDITlQt�lS
circumstances, when it becomes lodged during inspection, shall be incidental to
Television inspection.
Sanitary sewer mains must be laced with enough water to fill all low pints. The television
inspection must be done immediately following the lacing of the main with no water flow.
If sewer is active, flow must be restricted to provide a clear image of sewer being
inspected.
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept
by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewer service tap observed during inspection. All television Iogs shall be
referenced to stationing as shown on the plans. A copy of these television logs will be
supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems` shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interfere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be fumished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days. Equipment shall be
provided to the City by the Contractor for review of the tapes. Tapes will be retumed to
the Contractor upon completion of review by the Engineer. Tapes shall not be erased
without the permission of the Engineer.
If the tapes are of such poor qualitv that the EnQineer is unable to evaluate the condition
of the sewer line or to locate service connections, the Contractor shall be reauired to re-
televise and provide a Qood tape of the line at no additional cost to the City. If a good
tape cannot be provided of such quality that can be reviewed by the Engineer, no
payment for televising this portion shall be made. Also, no payment shall be made for
portions of lines not televised or portions where manholes cannot be negotiated with the
television camera.
D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY
SEWERS: The cost for post-construction Television Inspection bf sanitary sewers shall be
per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a
quality that the particular piece of sewer can be readily evaluated as to sewer conditions and
for providing appropriate means for review of the tapes by the Engineer.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner)
to provide video image required for line analysis. •The quantity of N inspection shall be
measured as the total length of n�w pipe installed. All costs associated with this work shall
be included in the appropriate bid item - Post-Construction Television Inspection.
The item shall also incl�ade all costs of installing and maintaining any bypass pumping
required to provide reliable, regular sewer service to the area residents. All bypass pumping
shall be incidental to the project.
oail�ss SC-38
�,
�;
PART L► - SPEGIAL C�NDITIQNS
� D-G6 SAMPLES AND QUALITY CONTROL TESTING:
A. The Contractor shall fumish, at its own expense, certifications by a pnvate laboratory for all
materials proposed to be used on the project, including a mix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to
�- be used along with the name of the pit from which the material was taken. The contractor
shall provide manufacturer's certifications for all manufactured items to be used in the project
Qand will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
�'1r days prior to the placing of concrete using the same aggregate, cement, and mortar which
are to be used later in the concrete. The Contractor shall provide a certified copy of the test
results to the City.
�„� C. Quality control testing of in-place matenal on this project will be performed by the city at its
own expense. Any retesting required as a result of failure of the material to meet project
� specifications will be at the expense of the contractor and will be billed at commercial rates
as determined by the City. The failure of the City to make any tests of materials shall in no
way relieve the contractor of its responsibility to fumish materials and equipment conforming
to the requirements of the contract.
�' D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations
� requiring testing. The Contractor shall provide access and trench safety system (if required)
for the site to be tested, and any work effort involved is deemed to be included in the unit
price for the item being tested.
E. The Contractor shall provide a copy of the trip ticket for each Ioad of fill material delivered to
the job site. The ticket shall specify the name of the pit supplying the fill material.
D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL:
A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water
, pollution control measures deemed necessary by the Engineer for the duration of the
contract. These control measures shall at no time be used as a substitute for the permanent
control measures unless otherwise directed by the Engineer and they shall not include
f'' measures taken by the CONTRACTOR to control conditions created by his construction
operations. The temporary measures shall include dikes, dams, berms, sediment basins,
fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble
liners, baled-hay retards, dikes, slope drains and other devices.
L
B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible
� earth and the authority to limit the surface area of erodible-earth matenal exposed by
preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material
� exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary
� pollution-control measures to prevent contamination of adjacent streams, other water
courses, lakes, ponds or other areas of water impoundment. Such work may involve the
construction of temporary berms, dikes, dams, sediment basins, slope drains and use of
temporary mulches, mats, seeding, or other control devices or methods directed by the
�
os��3vss SC-39
L!'
PART D - SPEClAL GONDiTION�
Engineer as necessary to control soil erosion. Temporary pollution-control measures shall
be used to prevent or correct erosion that may develop during construction prior to
installation of permanent pollution control features, but are not associated with permanent
control features on the project. The Engineer will limit the area of preparing right-of-way,
clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S
capability and progress in keeping the finish grading, mulching, seeding, and other such
permanent pollution-control measures current in accordance with the accepted schedule.
Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control
measures shall be perFormed as directed by the Engineer.
Waste or disposal areas and construction roads shall be located and constructed in a
manner that will minimize the amount of sediment entering streams.
2. When work areas or material sources are located in or adjacent to live streams, such
areas shall be separated from the stream by a dike or other barrier to keep sediment from
entenng a flowing stream. Care shall be taken during the construction and removal of
such barriers to minimize the muddying of a stream.
3. All waterways shall be cleared as soon as practicabie of false work, piling, debris or other
obstructions placed during construction operations that are not a part of the finished
work.
4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and
reservoirs with fuels, oils, bitumens, calcium chloride or other haRnful materials. He shall
conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes
and reservoirs and to avoid interference with movement of migratory fish.
C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide
temporary erosion control shall be considered subsidiary to the contract and no extra pay will
be given for this wo�k.
D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor
shall provide ingress and egress to the property being crossed by this construction and adjacent
property when construction is not in progress and at night. Drives shall be left accessible at
night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize
obstruction of access to drives and property during the progress of construction. Notification
shall be made to an owner prior to his driveway being removed and/or rebuilt.
D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the
Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored
after completion of the work, to a condition equal to or better than existed prior to start of work.
Any trees or other landscape features scarred or damaged by the Contracto�s operations shall
be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work
will be permitted only by experienced workmen in an approved manner (No trimming or pruning
without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly
treated as soon as possible with a tree wound dressing.
D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to
original grade and condition after completion of his operations subject to approval of the
08✓13i99 S C-4�
��
PART D - SPECIAL CQNDlTIQNS
�
s Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-
r tenth (0.1) of a foot.
1�
D-71 CI7Y OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in
the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the
bid to be considered responsive. Products and processes listed in the "City of Fort Worth
Standard Product List, shall be considered to meet City of Fort Worth minimum technical
requirements.
{..� D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard
City of Fort Worth requirements, may involve certain State requirements. These requirements, if
� applicable, are provided in the following documents and should thoroughly be reviewed and
completed by the contractor. They include:
� 1. At the Time of Contract Document Execution
� ED-103-Contractors Act of Assurance
• ED-104Resolution
Work required to confoRn to these requirements shall be considered subsidiary and no extra
payment will be made.
� The SRF requirements are included in Appendix A.
D-73 TOPSOIL, SODDING AND SEEDING: This item shall be performed in accordance with
� the City of Fort Worth Parks and Community Services Department Specifications for Topsoil,
Sodding and Seeding.
� 1. TOPSOIL
DESCRIPTION: This item will consist of fumishing and placing a minimum of six (6) inches of
topsoil, free from rock and foreign material, in all parkways and medians to the lines and
� grades as established by the Engineer.
� CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to
supplement material secured from street excavation. All excavated materials from streets
which is suitable for topsoil will be used in the paricways and medians before any topsoil is
f'` obtained from a borrow source. Topsoil material secured from street excavation shall be
stockpiled at locations approved by the Engineer, and at completion of grading and paving
operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6)
inches of compacted depth of topsoil parkways.
2. SODDING
� DESCRIPTION: Sodding will consist of fumishing and planting Bermuda, Buffalo or St.
Augustine grass in the areas befinreen the curbs and walks, on terraces, in median strips, on
�� embankments or cut slopes, or in such areas as designated on the Drawings and in
' accordance with the requirements of this Specification. Recommended Buffalo grass
` varieties for sodding are Prairie and 609.
�
08/13✓99
SC-41
�
PART Q - SPECiAL CONDITIUNS
MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass
secured from sources where the soil is fertile. Sod to be placed during the dormant state of
these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a
healthy, virile root system of dense, thickly matted roots throughout a finro (2) inch minimum
thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy,
virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness
of nativ� soil attached to the roots.
The sod shall be free from obnoxious weeds or other grasses and shall not contain any
matter deleferious to its growth or which might affect its subsistence or fiardiness when
transplanted. Sod to be placed between curb and walk and on terraces shall be the same
type grass as adjacent grass �r existing lawn.
Care shall be faken at all times to retain native soil on the roots of the sod during the process
of excavating, hauling, and planting. Sod material shall be kept m6ist from the time it is�dug
until planted. When so directed by the Engineer, the sod e�asting at the source shall be
watered to the extent required prior to excavating. Sod material shall be planted within three
days after it is excavated.
CONSTRUCTION METHODS: After the designated areas k�ave been completed �to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of the
contract, sodding of the type specified �hall be performed in accordance with the
requirements hereinafter described. Sodding shall be either "spot" or "block' ; either
Bermuda, Buffalo or St. Augustine grass.
a
0
Spot Sodding
Furrows parallel to the curb line or sidewalk lines, finrelve (12) inches on centers or to the
dimensions shown on the Drawings, shall be opened on areas to be sodded. In all
furrows, sod approximately three (3) inches square shall be• placed on finrelve (12) inch
centers at proper depth so that the top of the sod shall not be more than one-half (1/2)
inch below the finished grade. Holes of equivalent depth and spacing may be used
instead of furrows. The soil shall be firm around each blodc and then the entire sodded
area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-
five (25) pounds per square inch compression. Hand tamping may be required on
terraces.
Block Sodding.
At locations on the Drawings or where directed, sod blocks shall be carefully placed on
the prepared areas. The sod shall be so placed that the entire designated area shall be
covered, and any voids left in the block sodding shall be filled with additional sod and
tamped. The entire sodded area shall be rolled and tamped to form a fhoroughly
compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may
slide due to the height or slope of the surface or nature of the soil, shall,. upon direction
of the Engineer, be�:pegged with wooden pegs driven through the sod block to the firm
earth, sufficiently cfose to hold the block sod firmly in place.
When necessary, the sodded areas shall be smoothed after planting has been
completed and shaped to conform to the cross-section previously provided and existing
o8✓��ss SC-42
irb
�
l�
PART D - SPECIAL CONDITIONS
at the time sodding operations were begun. Any excess dirt from planting operations
shall be spread uniformly over the adjacent areas or disposed of as directed by the
Engineer so that the completed surface will present a sightly appearance.
The sodded areas shall be thoroughly watered immediately after they are planted and
shall be subsequently watered at such times and in a manner and quantity directed by
�• the Engineer until completion and final acceptance of the project by the City of Fort
Worth.
� 3. SEEDING
� DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a
mixture of seed of the kind speci�ed along and across such areas as may be designated on
the Drawings and in accordance with these Specifications.
�
�
�.a
��
�
f^
�
�k
�
�
Q
�
�
�
MATERIALS:
a. General. All seed used must carry a Texas Testing Seed label showing purity and
germination, name, type of seed, and that the seed meets all requirements of the Texas
Seed Law. Seed fumished shall be of the previous season's crop and the date of
analysis shown on each tag shall be within nine (9) months of time of delivery to the
project. Each variety of seed shall be fumished and delivered in separate bags or
containers. A sample of each variety of seed shall be fumished for analysis and testing
when directed by the Engineer.
The specified seed shall equal or exceed the following percentages of Purity and
germination:
Common Name
Common Bermuda Grass
Annual Rye Grass
Tall Fescue
Westem Wheatgrass
Buffalo Grass Varieties
Top Gun
Cody
Puri
95%
95%
95%
95%
95%
95%
Germination
90%
95%
90%
90%
90%
90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS)
Mixture for Clav or Tiqht Soils Mixture for
Sandv Soils
Dates (Eastem Sections) (Westem Sections) fAll Sections)
Feb 1 BeRnudagrass 40 Buffalograss 80 Bermudagrass 60
to Buffalograss 60 Bermudagrass 20 Buffalograss 40
May 1
Total: 100 Total: 100 Total: 100
08✓13�J9
SC-43
_ �.=�;.
PART D - SP�ECIAL CONDlTIONS
Table, 120.2.(2)b
TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS)
Dates (All Sections)
Aug 15 Tall Fescue
to Westem Wheatgrass
May 1 Annual Rye
Total:
50
50
50
1Q0
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of this
Contract, seeding of the type specified shall be performed in accordance with the
requirements hereinafter described. �
a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent
washing of the slopes or dislodgment of the seed.
b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after
�seed bed preparation has been completed and` shaped to conform to the cross-section
previousfy provided a;nd existing at the time planting operations were begun.
BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be
uniformly distributed over the areas shown on the Drawings and where directed. If the
sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in
finro directions at right angles to each other. �eed and fertilizer shall be distributed at the
same time provided the specified uniform rate of application for both is obtained. "Finishing"
as specified in Section D-46, Construction Methods, is not applicable since no seed bed
preparation is required.
DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall
be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be
reduced to less than one (1) inch in diameter or they shall be removed. The area shall then
be finished to line and grade as specified under "Finishing" in Section D-46, Construction
Methods.
The seed, or seed mixture, specified shafl then be planted at the rate required and the
application shall be made uniformly. If the sowing of seed is by hand rather than by
mechanical methods, seed shall be raked or harrowed into the soil to a depth of
approximately one-eight (1/8) inch. The �planted area shall be rolled with a corrugated roller
of the "Cultipacker" type. All rolling of the slope areas shall be on the contour.
ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed
to be seeded, shall be loosened "to the minimum depth of �hree (3) inches and all particles in
the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be
removed. The area shall th,en be finished to line and grade as specified under "Finishing" in
Sec:tion D-46, Construction Methods.
osi�srss SC-44
� J'
PART D - SPECIAL CC.INDITIQNS
�� Water shall then be applied to the cultivated area of the seed bed until a minimum depth of
six (6) inches is thoroughly moistened.
�
After the watering, when the ground has become sufficiently dry to be loose and pliable, the
seed, or seed mixture specified, shall then be planted at the rate required and the application
shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods,
�. the seed shall be sown in two directions at right angles to each other. Seed and fertilizer
may be distributed at the same time, provided the specified unifoRn rate of application for
� both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth
of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth
surface without ruts or tracks. In between the time compacting is completed and the asphalt
� is applied, the planted area shall be watered sufficiently to assure uniform moisture from the
surface to a minimum of six (6) inches in depth.
� The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall
be of the type and grade as shown on the Drawings and shall conform to the requirements of
the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown
r,, on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of
the asphalt shall be at a rate of three-tenths {0.3) gallons per square yard. It shall be applied
to the area in such a manner so that a complete film is obtained and the finished surFace
shall be comparatively smooth.
�' RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where
temporary cool season species have been planted may be replanted beginning February 1
�� with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in
���b the following manner. The cool season species shall be mowed down to a height of one (1)
inch to insure that slit-seeding equipment will be able to cut through the turf and achieve
r' adequate soil penetration.
* Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the
soil and places the seed in the slit which is then pressed close with a cultipacker wheel.
CONSTRUCTION WITHIN PARK AREAS
� TURF RESTORATION OF PARK AREAS: FERTILIZER
� DESCRIPTION: "Fertilizer" will consist af providing and distnbuting fertilizer over such areas
as are designated on the Drawings and in accordance with these Specifications.
l.,
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a
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MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled
showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in
accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used
with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The
figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash
nutrients respectively as determined by the methods of the Association of Official Agricultural
Chemists.
In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a
pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients
fumished and applied per acre shall equal or exceed that specified for each nutrient.
oev��ss
SC-45
PART Q - SREClAL CQNQlTfQNS
CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and
proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to
be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry
and in good physical condition. Fertilizer that is powdered to caked will be rejected.
Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer.
Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the
average rate of three hundred (300) pounds per acre for all types of "Sodding" and four
hundred (400) pounds per acre for all types of "Seeding".
MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard
in place on the project site. Measurement will be made only on topsoils secured from borrow
sources.
Acceptable material for "Seeding" will b� measured by the linear foot, complete in place.
Acceptable material for "Sodding" will be measured by the linear foot, complete in place.
Acceptable material for "Fertilizer' shall be subsidiary to the price of sodding or seeding.
PAYMENT: All woric performed as ordered and measured as provided under "Measurement"
shall be paid for at the unit price bid for each item of work. Its price shall be full
compensation for excavating (except as noted below), loading, hauling, placing and
fumishing all labor, equipment, tools, supplies, and incidentals necessary to complete work.
All labor,: equipment, tools and incidentals necessary to supply, transport, stockpile and place
topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items
and will not be paid for directly.
"Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit
price per square yard, complete in place, as provided in the proposal and contract. The
contract unit price shall be the total compensation for fumishing and placing all sod; for all
rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials,
labor, equipment, tools and incidentals necessary to complete the work, all in accordance
with the Drawings and these Specifications.
The work perFormed and materials fumished and measured as provided under
"Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type
specified, as the case may be, which price shall each be full compensation �or fumishing all
materials and for performing all operations necessary to complete the work accepted as
follows:
Fertilizer rr�aterial and application will not be measured or paid for directly, but is considered
subsidiary fo Sodding and Seeding.
D-74 CONFINED SPACE �NTRY PRQGRAM: It shall be the responsibility of the contractor to
implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet
OSHA requirements for all its employees and subcontractors at all times during construction. All
osi��s SC-46
L
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RART Q - SPECIAL CONQITIC�NS
active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined
spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for
all applicable manholes and maintain an active file for these manholes. The cost of complying
with this program shall be subsidiary to the pay items involving work in confined spaces.
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION:
l�
1. Prior to the final inspection being conducted for the project, the contractor shall contact
the city inspector in writing when the entire project or a designated portion of the project
� is substantially complete.
� 2. The inspector along with appropriate City staff and the City's consultant shall make an
inspection of the substantially completed worfc and prepare and submit to the contractor a
list of items needing to be completed or corrected.
L *�
I'
3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the
owner in writing when all the items have been completed or coRected.
4. Payment for substantial completion inspection as well as final inspection shall be
subsidiary to the project price. Contractor shall still be required to address all other
deficiencies which are discovered at the time of final inspection.
L'° 5.
� D-76
Final inspection shall be in conformance with general condition item "C5-5.18 Final
Inspection" of PART C- GENERAL CONDITIONS.
EXCAVATION NEAR TREES:
1. The Contractor shall be responsible for taking measures to minimize damage to tree
� limbs, tree trunks, and tree roots at each wo�lc site. All such measures shall be
considered as incidental work included in the Contract Unit Price bid for applicable pipe
or structure installation except for short tunneling/tree augering.
l.� 2. Any and all trees located within the equipment operating area at each work site shall, at
the direction of the Engineer, be protected by erecting a"snow fence" along the drip line
or edge of the tree root system befinreen tree and the construction area.
�
3. Contractor shall inspect each work site in advance and arrange to have any tree limbs
r"t pruned that might be damaged by equipment operations. The Engineer shall be notified
at least 24 hours prior to any tree trimming work. No trimming wor{c will be peRnitted
within private property without written permission of the Owner.
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4. Nothing shall be stored over the tree root system within the drip line area of any tree.
5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall
be sawcut for a minimum depth of 2 feet.
6. At designated locations shown on the drawings, the "short tunnel" method using Class 51
D.I. pipe shall be utilized.
08/13199
SC-47
PART D - SPEGIA�. CONDITiON�
7. Except in areas where clearing is allowed, all tr�es up to 8" in diameter damaged during
construction shall be removed and replaced with the same type and diameter tree at the
contractors expense.
8. Contractor shall employ a qualified landscaper for all the work required for tree care to
ensure utilization of the best agricultural praEtices and procedures.
9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter
shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe
installation shall be pressure grouted.
D=77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be
paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place
along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall
include all costs a�sociated with installation and reinforcement ofi the concrete encasement.
D-78 CLAY DAM: Clay dam construction shall be performed tin accordance with the
Wastewater C1ay Dam Construction, figure in the Drawings in these Specifications, at locations
indicated on the Drawings or as directed by the City. :Clay dams shall be keyed into undisturbed
soil to make an impervious barrier to reduce groundwater percolation through the pipeline
trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete.
Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for
pipe installation.
D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for
verifying the locations of all existing utiiities prior to construction, in accordance with item D-22.
At locations identified on the drawings, contractor shall conduct an exploratory�excavation (D-
Hole), to locate and verify the location and elevation of the existing underground utility where it
may be in potential conflict with a proposed facility alignment. The exploratory excavation shall
be conducted prior to construction of the entire project only at locations denoted on the plans
or as directed by the engineer. Contractor shall submit a report of findings (including surveyed
elevations of existing conflicting utilities) to the City prior to the start of construction of the entire
project. If the contractor determines an existing utility is in conflict with the proposed facility, the
contraetor shall contact the engineer immediately for appropriate design modifications.
The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain
a safe and proper driving surFace to ensure the safety of the general public and to meet the
approval of the City inspector. The contractor shall be liable for any and all damages incurred
due to the exploratory excavation {D-Hole). �
Payment shall not be made for verification of existing utilities per item D-22. Payment for
exploratory excavation (D-Hole), at locations identified on the plans or as directed by the
Engineer, �hall include full compensation for all materials, excavation, surface restoration, field
surveys, and all incidentals necessary to complete the work, shall be the unit `price �'bid. No
payment shall be made for exploratory excavation(s) conducted after construction has begun.
os���s SC-48
�
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PART D - SPECIAL CGINQITIDNS
D-80 INSTALLATION OF WATER FACILITIES
F'" 80.1 Polyvinyl Chloride (PVC� Water Pipe: POLYVINYL Chloride Plastic Water Pipe
and fittings or� this Project shall be in accordance with the material standard contained in
the General Contract Documents. Payment for work such as backfill, bedding, blocking,
detectable tapes and all other associated appurtenant required, shall be included in the
L, linear foot price bid of the appropriate BID ITEM(S).
� 80.2 Blocking: Concrete blocking on this Project will necessarily be required as
shown on the Plans and shall be installed in accordance with the General Contract
Documents. All valves shall have concrete blocking provided for supporting. No
� separate payment will be made for any of the work involved for the item and all costs
incurred will be considered to be included in the linear foot bid price of the pipe or the bid
price of the valve.
�
80.3 Type of Casing Pipe:
� 1. WATER:
The casing pipe for open cut and bored or tunneled section shall be AVW1/A C-200
Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of
E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and
� Specifications for Water Department Projects. The steel casing pipe shall be supplied as
follows:
� For the inside and outside of casing pipe, coal-tar protective coating in accordance with
the requirements of Sec. 2.2 and retated sections in AWWA C-203.
� Touch-up after field welds shall provide coating equal to those specified above.
C. Minimum thickness for casing pipe used shall be 0.375 inch.
Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade
Waterworks Manufacturing Company or an approved equal shall be used on all non-
�+ concrete pipes when installed in casing. Installation shall be as recommended by the
manufacturer.
�
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2. SEWER:
Boring used on this project shall be in accordance with the matenal standard E1-15 and
Construction standard E2-15 as per Fig. 110 of the General Contract Documents.
3. PAYMENT:
Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and
V, incidental work shall be included in the unit price bid per foot.
� 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing
water mains. It shall be the responsibility of the Contractor to verify the exact location
and elevation of the existing line tie-ins. And any differences in locations and elevation
� of existing line tie-ins between the contract drawings and what may be encountered in
the field shall be considered as incidental to construction. The cost of making tie-ins to
existing water or sanitary sewer mains shall be incfuded in the linear foot bid pnce of the
� pipe.
08/13r99
�
SC-49
PART D - SPEGlAL C4NDiTIQNS
80.5 Connection of Existing Mains: �The Contractor shall determine the exact
location, elevation, configuration and angulation of existing water or sanitary sewer lines
prior to manufacturing of the connecting piece. Any differences in locations, elevation,
configuration, and or angulation of existing lines befinreen the contract drawings and what
may be encountered in the said work shall be considered as incidental to construction.
Where it is required to shut down existing mains in order to make proposed conne�tions,
such down time shall be coordinated with the Engineer, and all efforts shall be made to
keep this down time to a minimum. In case of shutting down an e�asting main, the
Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-
hours prior to the required shut down time. The Contractor's attention is directed to
Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL
CONDITIONS OF THE 'UVATER DEPARTMENT GENERAL CONTRACT DOCUMENTS
AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both
personally and in writing as to the location, time, and schedule of the service interruption.
The cost of removing any existing concrete blocking shall be included in the cost of
connection. Unless bid separately all cost incurred shall be included in the linear foot
price bid for the appropriate pipe size.
80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main
from which the extension and/or replacement is to be connected. This may require
closing valves in other lines and putting consumers out of service for that period of time
necessary to cut in the new valve; the work must be e�edited to the utmost and all such
cut-ins must be coordinated with the engineer in charge of inspection. All consumers
shall be individually advised prior to the shut out and advised of the approximate length
of time they may be without service.
Payment for work such as backfill, bedding, fittings, blocking and all other associated
appurtenants required, shall be included in the price of the appropriate bid items.
80.7 Water Services: The relocation, replacement, or reconnection of water services
will be required as shown on the plans, and/or as described in these Special Contract
Documents in addition to those located in the field and identified by the Engineer.
All service's shall be constructed by the contractor utilizing approved factory
manufactured tap saddles (when required) and corporation stops, type K copper water
tubing, curb stops with lock wings, meter boxes, and if required approved manufactured
service branches. All materials used shall be as specified in the Material Stanclards (E1-
17 & E1-18) contained in the General Contract Documents.
All water services to be replaced shall be i�stalled at a minimum depth of 36 inches
befow final grade.
All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-
inch Type K copper, 1-inch diameter tap saddle when reqtaired, and 1-inch corporation
from the main line to the meter box.
All senrices which are to be replaced or relocated shall be installed with the service main
oa✓��rss SC-50
L�.
PART D - SPECIAL GQNDITIQNS
lu tap and service line being in line with the service met
er unless otherwise directed by the
Engineer.
�i
A minimum of 24 hours advance notice shall be given when service interruption will be
required as specified in Section C5-5.15 INTERRUPTION OF SERVICE.
�_ All water service meters shall be removed, tagged, and collected by the contractor for
pickup by the Water Department for reconditioning or replacement. After installation of
F� the water service in the proposed location and receipt of a meter from the project
inspector the contractor shall install the meter. The meter box shall be reset as
necessary to be flush with existing ground or as othen�vise directed by the Engineer. All
such work
� on the outlet side of the service meter shall be pertormed by a licensed plumber.
� 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is
required when the existing service is lead or is too shallow to avoid breakage during
street reconstnaction. The contractor shall replace the existing service line with Type K
copper from the main to the meter, curb stop with lock wings, and corporation stop.
F�
�- Payment for all work and materials such as backfill, fittings, type K copper tubing, curb
stop with lock wings, service line adjustment, and any relocation of up to 12-inches from
center line existing meter location to center line proposed meter location shall be included
� in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind
Meter_ Any vertical adjustment of customer service line within the 5 foot area shall be
r
subsidiary to the service instatlation.
Payment for all work and materials such as tap saddle (if required), corporation stops,
� and fittings shall be incfuded in the price bid for Service Taps to Main.
2. WATER SERVICE RECONNECTION: Water service reconnection is required when the
existing service is copper and at adequate depth to avoid breakage during street
� reconstruction. The contractor shall adjust the existing water service line as required for
reconnection and fumish a new tap with corporation stop. The contractor will be paid for
one (1) Service Tap to Main for each service reconnected plus for any copper service line
��' used in excess of five (5) feet from Main to five (5) feet behind the Meter.
� 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement
and relocation of a water service and meter box is required and the location of the meter
and meter box is moved more than twelve (12) inches, as measured from the center line
of the ewsting meter to location to the center line of the proposed meter location,
separate payment will be allowed for the relocation of service meter and meter box.
�" Centerline is defined by a line extended from the service tap through the meter. Only
relocations made perpendicular to this centerline will be paid for separately. Relocations
� made along the centerline will be paid of in feet of co
pper service line.
When relocation of service meter and meter box is required, payment for all work and
materials such as backfil�, fittings, five (5) feet of type K copper service and all materials,
� labor, and equipment used by and for the licensed plumber shall be included in the price
bid for the service meter relocation. All other costs will be included in other appropriate
('f bid item(s).
�,i�
08/13i99
SC-51
L
PART D - SPECIAL G�NQITtQNS
This item will also be used to pay for all service meter and meter box relocations as
required by the Engineer when the service line is not being replaced. Adjustment of only
the meter box and customer service line within 5 feet distance behind the meter will not
justify separate payment at any time. Locations with multiple service branches will be
paid for as one service meter and meter box relocation.
4. NEW SERVICE: When new services are required the contractor shall install tap saddle
(when required), corporation stop, type K copper service line, curb stop with lock wings,
and meter box.
Payment for all work and materials such as backfill, fittings, type K capper tubing, and
curb stop with lock wings shall be included in the Linear Foot price bid for Service Line
from Main to Meter five (5) feet behind the meter.
Payment for all work and materials such as tap saddle, corporation stops, and fittings
shall be included in the price bid for Service Taps to Mains.
Payment for all work and materials such as fumishing and setting new meter box shall be
included in the price bid for fumish and set meter box.
5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the
contractor shall fumish approved factory manufactured branches.
Payment for multiple service branches will include fumishing and installing the multiple
service branch only and all other cost will be inGuded in other appropriate bid item(s}.
6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple
senrice lines with taps servicing a single service meter encountered during constnaction
shall be replaced with one service line that is applicable for the size of the existing
service meter and approved by the Engineer.
Payment shall be made at the unit bid price in the appropriate bid item(s).
80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-
inch service lines shall be installed to provide temporary water service to all buildings that
will necessarily be required to have severed water service during said work. The
contractor shall be responsible for coordinating the scheduie of the temporary service
connections and permanent service reconnections with the building owners and the
Engineer in order that the work be performed in an expeditious manner. Severed water
service must be reconnected within 2 hours of discontinuance of service.
A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an
appropriate fire hydrant adapter fitting shall be required at the temporary service point of
connection to the City water supply. The 2-inch temporary senrice main and 3/4-inch
service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2"
temporary service line shall be cleaned and stenlized by using chlorine gas or chlorinated
lime (HTH) prior to installation.
os���s SC-52
L,
PART Q - SPECIAL CONDITIONS
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-� A two-inch meter will be fumished by the Water Department Meter Shop and instalied by
the Contractor at its point of connection to the City water supply for record keeping
�"" purposes onfy. The out-of-service meters shall be removed, tagged and collected by the
Contractor for delivery to the Water Department Meter Shop for reconditioning or
replacement. Upon restoring permanent service, the Contractor shall re-install the meters
at the correct location. The meter box shall be reset as necessary to be flush with the
l.. existing ground or as othenNise directed by the Engineer.
The temporary service layout shall have a minimum available flow rate of 5 GPM at a
�� dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor
to determine the length of temporary service allowed, number of service taps and number
�, of feed points.
When the temporary senrice is required for more than one location the 2-inch temporary
service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next
� successive project location.
Payment for wo�lc such as fittings, 3/4inch service lines, asphalt, barricades, all service
� connections, removal of temporary services and all other associated appurtenants
required, shall be included in the appropriate bid item.
� 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for
adjusting water valve boxes, manholes and vaults to match new pavement grade. The
unit price bid will be full payment for materials including all labor, equipment, tools and
oincidentals necessary to complete the work.
80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water
r valve boxes to match new pavement grade. The water valves themselves will be
adjusted, if necessary, by City of Fort Worth Water Department forces.
Prior to the beginning of work, the Contractor shall make an inventory of the condition of
�.• existing water valve boxes. The Construction Engineer will field verify this inventory and
provide the Contractor replacements for broken valve boxes. The contractor shall
replace the valve boxes which are damaged during construction at no cost to the City.
�
The unit price bid per each will be full compensation for all labor, materials, equipment,
� tools, and incidentals necessary to complete the work.
80.11 Purging and Sterilization of Water Lines: Before being placed into service all
newly constructed water lines shall be purged and sterilized in accordance with E2-24 of
�,� the General Contract Documents and Specifications except as modified herein. The
Contractor will fumish all water for INITIAL cleaning and sterilization of water lines. All
matsrials for construction of the project, including appropriately sized "pipe cleaning
� pigs", chlorine gas or chlorinated lime (HTH) shall be fumished by the Contractor.
Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual
�, of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and
shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be
disposed of in the sanitary sewer system. Should a sanitary sewer not be available,
chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed
�
OS/13/99
SC-53
L
P�RT D - SPECIAL CQNDITIONS
in service until two successive sets of samples, taken 24 hours apart, have met the
established s#andards of purity.
Purging and sterilization of the water lines shall be considered as incidental to the project
and all costs incurred will be considered to be included in the linear foot bicl price of the
P�Pe-
80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the
water line to b� replaced under this contract may cross or may be in close proximity to an
existing= pressure plane boundary. Care shall be taken to ensure all "pressure plane"
valves installed are installed closed and no cross connections are made between
pressure planes �
80.13 Water S�mple Station:
GENERAL:
All water sampling station installations will be per attached Figure 34 or as required in
large w�ter meter vaults as per Figure 33 unless otherwise directed bypthe Engineer.
The appropriate water sampling station will be fumished to the Contractor free of charge;
however, the Contractor will be required to `pick up this item at the Field Operations
Warehouse.
PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials
necessary for the installation of the 3/4inch type K copper service line will be shall be
included in the price bid for copper Service Line frQm Main to Meter.
Paymeni for all work and materials necessary for the installation tap saddle (if required),
corporation stops, and fittings shall be included in the price bid for Service Taps to Main.
Payment for all work and materia(s necessary for the installation of the sampling sfation,
concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper
service line which are required to provide a complete and functional water sampling
station shall be included in the price bid'for Water Sample Stations.
PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials
necessary for the installatian tap saddle, gate valve, and fittings shall be included in the
price bid for Service Taps to Main.
Payment for-all work and materials necessary for the installation of the sampling station,
modification to the vault, fittings, and �II type K copper service line which are required to
provide a complete and functional water sampling station shall be included in the price
bid for Water Sample Stations.
80.14 Ductile Iron and Gray Iron Fittings:
Reference Part E2 Construction Speci�cations, Section E2-7 Installing Cast Iron Pipe,
fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be
revised to read as follows:
oai��ss SC-54
L.
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PART D - SPECIAL CONDITiQNS
E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron
fittings shall be fumished with cement mortar lining as stated in Section E1-7. The price
bid per ton of �ttings shall be payment in full for all fittings, joint accessories, polyethylene
wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete
cradle necessary for construction as designed.
All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with
polyethylene wrapping conforming to Material Specification E1-13 and Construction
Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-
down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping,
horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle
shall be included in bid items for vales and fittings and no other payments will be allowed.
D-81 SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, °Sprinkling for Dust Control" shall
apply. However, no direct payment wiil be made for this item and it shall be considered to this
contract.
D-82 DEWATERING:
The Contractor shall be responsible for determining the method of dewatering operation for the
water or sewage flows from the existing mains and ground water. The Contractor shall be
responsible for damage of any nature resulting from the dewatering operations.
The DISCHARGE from any dewatering operation shall be conducted as approved by the
Engineer. Ground water shall not be discharged into sanitary sewers.
Dewatering shall be considered as incidental to a construction and all costs incurred will be
considered to be included in the project price.
D-83 TRENCH EXCAVATION ON DEEP TRENCHES:
Contractor to prevent any water flowing into open trench during construction. Contractor shall
not leave excavated trench open ovemight. Contractor shall fill any trench the same day of
excavation. No extra payment shall be allowed for this special condition.
D-84 TREE PRUNING:
A.
B.
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REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees".
ROOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
NATURAL RESOURCES PROTECTION FENCE
1. Steel "T" = Bar stakes, 6 feet long.
SC-55
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P�RT Q - SPECIAL �ONQITlONS
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2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge}.
3. Surveyor's Plastic Flagging: "Tundra" weight, Intemational fluorescent orange or red
color.
4. Combination Fence: CommerciaUy manufactured combination soil separator fabnc on
wire mesh backing as shown on the Drawings.
ROOT PRUNING
1. Survey and stake location of root pruning trenches as shown on drawings.
2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in
order to minimize damage to the undisturbed root zone.
3. Backfill and compact the trench inamediately after trenching.
4. Place a 3-foot wide by 4inch deep cover of mulch over the trench as required by the
Engineer
5. Within 24 hours, prune flush with ground and backfill any exposed roots due to
construction activity. Cover with wood chips of mulch in order to equalize soil
temperature and minimize water loss due to evaporation.
6. Limit any grading work within conservation areas to 3 7nch maximum cut or fill, with no
roots �ver 1-inch diameter being cut unless cut by hand or cut by specified methods,
equipment and protection.
MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing
operation on areas designated by the Engineer.
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Tree Pruning shall be considered subsidiary to the project contract price.
D-85 TREE REMOVAL:
Trees to be removed shall d�e removed using applicable methods, incfuding stump and root ball
removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing
utilities both overhead and buried. The Contractor shall immediately repair or replace any
damage to utilities and private property including, but not limited to, water and sewer services,
pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree
removal, including temporary service costs, shall be considered subsidiary to the project contract
price and no additional payment will be allowed.
D-86 TEST HOLES:
Ttie matter of subsurface exploration to ascertain the nature of the soils, including the amount of
rock, if any, through which this pipeline installation is to be made is the responsibility ,of any and
all prospective bidders, and any bidder on this project shall submit his bid under this condition.
Whether prospective bidders perform this subsurface exploration jointly or independently, and
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SC-56
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PART D - SPECIAL CQNDiTIONS
� whether they make such determination by the use of test holes or other means, shall be left to
the discretion of such prospective bidders.
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If test borings have been made and are provided for bidder's information, at the locations shown
on the logs of borings in the appendix of this specification, it is expressly deGared that neither
the City nor the Engineer guarantees the accuracy for the information or that the material
�, encountered in excavations is the same, either in character, location, or elevation, as shown on
the boring logs. It shall be the responsibility of the bidder to make such subsurFace
�� investigations as he deems necessary to determine the nature of the material to be excavated.
,� The Contractor assumes all responsibility for interpretation of these records and for making and
maintaining the required excavation and of doing other work affected by the geology of the site.
� The cost of all rock removal and other associated appurtenances, if required, shall be included in
the linear foot bid price of the pipe.
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PART DA - ADDITIONAL SPECIAL CONDiTIONS
DA-1 PIPE�INE REHABILITATION CURED-IN-PLACE PIPE .......................................... (OMITTED)
DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM .............................. (OMITTED)
DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE .....................:..................... (OMITTED)
DA-4 SLIPLINING ..............................................................................•--............................. (OMITTED)
DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ........................................................... ASC-3
DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR .......................................... (OMITTED)
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ....................... ASC-6
DA-8 MANHOLE REHABILiTATION ITEMS .................................................................... (OMITTED)
DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................. (OMITTED)
DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM .............. (OMITTED)
DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................ (OMITTED)
DA-12 INTERIOR MANHOLE COATING - SPRAYIIVALL SYSTEM ........................................... ASC-8
DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SY�TEM ...................................... ASC-11
DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER. (OMITTED)
DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ................................... (OMITTED)
DA-16 RIGID NBERGLASS MANHOLE LfNERS ............................................................... (OMITTED)
DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................ (OMITTED)
DA-18 PRESSURE GROUTING .....................................••-................................................. (OMITTED)
DA-19 VACUUM TESTING OF REHABILITATED MANHOLES .......................................... (OMITTED)
DA-20 FIBERGLASS MANHOLES ...................................................................................... (OMITTED)
DA-21 LOCATIO.N AND EXPOSURE OF MANHOLES AND WATER VALVES ................. (OMITTED)
DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER .............................................. ASC-14
DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ....................................................... ASC-14
DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .......................................... (OMITTED)
DA-25 GRADED CRUSHED STONES ...............................•--............................•------.......... (OMITTED)
OM16/99 ASC-1 M-219, PART 7
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PART DA - ADDITI�NAL SPECIAL �ONDITIONS
DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ....................................................... (OMITT"ED)
DA-27 BUTT JOINTS - MILLED......t ..............................................................................•-••• (OMITTED)
DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ................................................. (OMITTED)
DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER .......................................... (OMITTED)
DA-30 NEW 7" CONCRETE VALLEY GUTTER .................................................................. (OMITTED)
DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................ (OMITTED)
DA-32 8" PAVEMENT PULVERIZ4TION ............................................................................ (OMITTED)
DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT} ........................... ASC-14
DA-34 RAISED PAVEMENT MARKERS ...............••-.....•-•---..................----•-••-....__............... (OMITTED)
DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING .............. (OMI7TED)
DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ..... (OMITTED)
DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC .....................................................••-............ASC-16
DA-38 CONCRETE PIPE FITINGS AND SPEClALS .......................................................... (OMITTED)
04/96/99 ASC-Z M-219, PART 7
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3. Work shall be performed in accordance with the requirements of the City of Fort
Worti� Water Department, the Texas DeQartment of Transportation, or railroad
company, as applicable.
aB. MATERIALS:
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2. All excavation shall provide an open area conforming to the outside diameter of
the casing and/or carrier conduit. The excavation shali be to an aiignment and
grade which will allow the carrier conduit to be installed to proper line and grade
as shown on the Plans and as established in the Specifications.
DA� PIPE INSTALLED BY OTHER THAN OPEN CUT:
A. GENERAL:
1. Fumish materials and necessary accessories, with strengths, thickness, coatings,
and fittings indicated, specified and/or necessary to complete the work.
1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the
following:
a.
b.
c.
d.
2.
3.
PART DA - ADDIfIONAL SPECIAL CONDITIONS
Field Strength: 35,000 psi minimum.
Wall thickness: 0.3a2 in. minimum (0.5 for railroad cr�ossings).
Diameter. As shown on the drawings (minimum size requirements).
Joints: Continuo�as circumferential weld in accordance with AWS D1.1.
Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as
specified in the General Contract Documents.
Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, o�
as designated on the plans.
4. Grout: Grout shall be Portland Cement grout of min. 2Q00 psi compressive
strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of
fine sand with sufficient water added to provide a free flowing thick slurry.
EXECUTION
1. Where sewer pipe is required to be installed under railroad embankments or
under highways, streets or other facilities in other than open cut, construction
shall be performed in such a manner so as to not interfere with the operation of
the railroad, street, highway, or other facility, and so as not to weaken or damage
any embankment or structure. During construction operations, barricades and
lights to safeguard traffic and pedestrians shall be fumished and maintained, until
such time as the backfill has been completed and then shall be removed from the
site.
ASC-3 M-219, PART 7
.- ---
PART DA .- ADDITiONAL SPECIAL CONDITIONS
2
3
4
Pits and Trenches:
a. If •the grade of the pipe at the end is below tMe grourtd suiface, suitable
pits or trenches shall be excavated for the purpose of conducting the
jacking or tunneling operations and for placing end joints of the pipe.
Wherever end trenches are cu# in the sides of the embankment or beyond
it, such work shall be sheeted securely and braced in a manner to prevent
earth from caving in.
b. The location of fhe pit shall meet the approval of the Engineer.
c. The pits of trenches excavated #o facilitate these operations shall be
backfilled immediately a�ter the casing and carrier pipe installation has
been completed.
Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by
boring hole with the earth auger and simultaneously jacking pipe into place. .
a. The 6oring shall proceed from a pit provided for the boring equipment and
workmen. The holes are to be bored mechanically. The boring shall be
done using a pilot hole. By this method an approximate 2-inch hole shall
be bored the entire length of the crossing and shall be checked for line
and �grade on the opposite snd of the bore from the work pit. This pilot
hole shall serve as the centerline of the larger diameter hole to �e bored.
Other methods of maintaining line and grade on the casing may be
approved if acceptable to the Engineer. Excavated material shall be
placed near the top of the worlcing pit and disposed of as required. The
use of water or other fluids in connection with the boring operation will be
permitted only to the extent required to lubricate cuttings. Jetting or
sluicing will not be permitted.
b. ln unconsolidated soil formations, a gel-forming• colloidat drilling fluid
consisting of at least 10 percent of high grade carefully processed
bentonite may be used to consolidate cuttings of the bit, seal the walls of
the hole, and fumish lubrication for subsequent removal of cuttings and
installation of the pipe immediately thereafter.
c. Allowable variation from the line and grade shall be as specified under
paragraph A.2. All voids between bore and outside of casing shall be
pressure grouted.. �
Installation of Carrier Pipe in Casing:
a. Sanitary sewer pipe {ocated within the encasement pipe shall be
supported by "skids" or `'bands" to prevent the pipe and beils from
snagging on the inside of the casing, and to keep the installed line from
resting on the bells.
04/16139 ASC� M-219, PART 7
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PART DA - ADDITIONAL SPECtAL CONDITIONS
b. All skids shall be treated with a wood preservative. Skids shouid extend
for the full length of the pipe with the exception of the bell area and spigot
area necessary for assembly unless otherwise specified.
c. The Contractor shall prevent over-belling the pipe while installing it through
the casing. A method of restricting the movement befinreen the assembled
bell and spigot where applicable shall be provided.
d. �At all bored, jacked, or tunneled installations, the annular space between
the carrier pipe and casing shall:be filled with grout. Care must be taken
that not too much water is forced into the casing so as not to float the pipe.
The backfill material wi{I not be required unless specified on the plans and
specified by the Engineer.
e. Closure of the casing after the pipe has been installed st�all be p{ugged at
the ends of the casing as shown on the drawings or as required by the
Engineer.
Boring and Jacking Ductile Iron Pipe without Casing Pipe:
a. As indicated on drawings and as required and directed by the Engineer
sewer shall be constructed of bore and jacked ductile iron pipe.
b. When a casing pipe is not designated on the drawings, the contra�tor shall
� provide a casing pipe if necessary to achieve line and grade. Casing pipe
shall be provided at no additional cost and shall be subsidiary to the cost
bid for installation By Other than Open Cut.
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c. Bore and jack in accordance with paragraph C.3. above.
d. Short length of sewer consisting of a single pipe section may be installed
by jacking without a bore hole if permitted by the Engineer and in soft soil
layer. All voids outside of installed pipe shall be pressure grouted.
6. Tunneling: Where the characteristics of the soif, the size of the proposed. pipe, or
the use of monolithic sewer would make the use ofi tunneling more satisfactory
than jacking or boring, or when shown on the plans, a tunneling method may be
used, with the approval of the Engineer or railroad/highway officials.
a. When tunneling is permitted, the lining of the tunnel shall be of sufficient
strength of support the overburden. The Contractor shall submit the
proposed liner method to the Engineer for approval. The tunnel liner
design shall bear the seal of a licensed professional engineer in the State
of Texas. Approval by the Engineer shall not relieve the Contractor of the
responsibiliiy for the adequacy of the finer method.
b. The space befinreen the tunriel liner and the limits of excavation shall be
pressure grouted or mud jacked.
ASC-5 M-219, PART 7
PART DA - ADDITIONAL SPECIAL CONDlTIONS
GENERAL:
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Access holes for placirig concrete shafl be space at maximum intervals of �
10 feet. �
D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be
measured by the linear foot of pipe, complete in place. Such measurement will be made
between the ends of the pipe along the central axis as installed. The worfc performed
and materials fumished as prescribed by this item will be paid for at the Contract Unit
Price bid per linear foot for Pipe Instaifed by Other Than Open Cut of the type, size, and
class of pipe specified as shown on plans. The fumishing of all materials, pipe, liner
materials required for installation, for all preparation, hauling and installing of same, and
for all labor, toois, equipment and incidentals necessary�to complete the work, including
excavation, backfilling and disposal of surplus,material shall be included in the Contra�t
Unit Price as shown in tf�e Bid Proposal. `
DA-7 PROTECTNE MANHOLE COATING FOR CORROSION PROTECTtON:
A.
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Scope: This section govems all work, materials and testing required for the
application of interior protective coating. Structures designated to received
interior coating are listed on the construction drawings. The structures are to be
coated, inciuding interior wall, toQ and bench surfaces. Protective coating for
corrosion protection shall meet the requirements of this Specification (and items
DA-12 and DA-13) and the Manufacturers recommendations and�specifications.
2. Description: The Contractor shall be responsib(e for the fumishing of all labor,
supervision, materials, equipment, and testing required for the completion of
protective coating of structures in accordance with manufacturer's
3.
4.
recommendations.
Manufacturers Recommendations: Materials and procedures utilized for the
lining process shall be in strict accordance with manufaeturers recommendations.
Corrosion Protection: Corrosion protection may be required on all structures
�fiere high turbulence or high H2S content is expected.
MATERIALS:
Scope: This section govems the materials required for completion of protective
coating of designated structures. �
2. Protective Coating: The proteetive coating shall be a proprietary two component,
100 percent solids, rigid polyurethane system designated as Spray Wall as
manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100%
solids based epoxy binder with fibrous and flake filiers, is manufactured by Raven
Lining systems and designated as Raven 405.
04/96/99 ASC-6 M-219, PART 7
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PART DA - ADDITI�NAL SPECIAL CONDITIONS
3. Speciaity Cement (If required for leveling or fiifing): The specialty cement based
coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc.
or Reliner MSP as manufactured by Standard Cement Materials.
4. Material identification: The protective coating material sprayed onto the surface of
the structure shall be a urethane or epoxy resin system formulated for the
application to a sanitary sewer environment. The spray system shall exhibit the
� minimum physicat properties as follows:
Property Standard
Tensile Strength ASTM D-638
Flexural Stress ASTM D-790
Flexural Modulus ASTM D-790
Long Term Value
5,000 psi �
10,OQ0 psi
550,000 psi
5. Mixing and Handling: Mixing and Handling of specialty cement material and
protective coating material, which may be toxic under certain conditions shall be in
accordance with the recommendations of the manufacturer and in such a manner
as to minimize hazard to peisonnet. It is the responsibility of the Contcactor to
provide appropriate protective measures to ensure that materials are under
control at all times and are not available to unauthorized personnet or animals. All
equipment shalt be subject to the approvat of tE�e Engineer. Only personnel
thoroughly familiar with the handling of the coating material sha11 perform the
spray coating operations and coating instailations.
EXECUTION:
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General: Protective coating shall not be installed until the structure is complete
and in place.
Preliminary Repairs:
a. All foreign materials shall be removed from the interior of the structu�e
using high pressure water spray (3500 psi to 4000 psi at spray tip).
b. AN unsealed lifting holes, unsealed step holes, and voids larger than
approximately one-ha(f (1/2) inch in thickness shall be filled with patching
compound as recommended by the material supplier for this application.
c. After all repairs have been completed, remove a!I loose material.
Protective Coating:
a. The protective coating shall be applied to the structure from the bottom of
the frame to the bench, down to the top of the trough. The top of the
structure shall also be coated.
b. The protective coating shall be installed in accordance with the
manufacturer's recommendations and the fotlowing procedure.
ASG7
M-219, PAR7 7 -
PART DA - ADDlTIONAL SRECIAL COtdDITIOfdS
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2)
The surface shall be thbroughiy cleaned of all foreign materials and
matter.
Place covers over the invert to prevent extraneous material from
entering the sewers.
3) If required for fiiling or leveling, appiy speciaity cement product to
provide a smooth surface for the coasting material.
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4) Spray the urethane or epoxy onto the structure wail and
bench/trough to a minimum uniform thickness of 125 mi{s (0.125
inches). Thickness to be verifiable through the use of inethods
acceptable to the Engineer_ After the walls are coated, the wooden
bench covers shall be removed.
5) The fina! application shalf have a minimum of thres (3) hours cure
time or be set hard to the touch,_ before being subjected to active
flow.
6) No applications shall be made to frozen surfaces or if freezing is
expected to occur inside the structure within 24 hours after
application.
4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for
waterti�htness shaN be perfarmed by the Contractor after operations are
complete in accordance with the Section D-63 - VACUUM TESTING OF
SANITARY SEWER MANHOLES.
D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Priee
Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The
Contract Unit Price shall be payment in full for performing the work and for fumishing all
. labor, supervision, materiafs, equipment and material testing required to complete the
work. Pressure grouting, if necessary to stop active infiltration prior to application of the
protective coating, shall be included in the above unit price. Grouting of the pipe seals,
bench and trough, and lower portion of a particular structure, if required by the Engineer,
shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION.
DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM:
A. GENERAL
1. Scope
This section govems all worEc, materials and testing required for the application of
interior manhole coating. Manho�es designated for interior coating are listed on
the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the
requirements of this Section or of Section DA-10, DA-11, DA-13, or �A-14.
04/16/99 ASC-$ M-219, PART 7
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PART DA - ADDITiONAL SPECIAL CONDlT10NS
Description
2
The Contractor shail be responsible for the fumishing of all labor, supervision,
materials, equipment, and testing required for the completion of interior coating of
manholes in accordance with the Contract Documents.
3. Manufacturer's Recommendations
Materials, mixture ratios, and procedures utilized for the coating process shall be
in accordance with manufacturer's recommendations.
4. Manholes
Manholes to be coated are of brick, block, or concrete construction. A[I manholes
shall have a minimum of one-half (1/2) inch speciatty cement based �coating
material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the
original interior surFace.
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1. Scope
This section govems the materials required for completion of interior coating of
manholes.
2. Interior Coating
D The interior coating shall be a proprietary finro component, 100 percent solids,
rigid polyurethane system designated as Spray Wall as manufactured by
Sprayroq, Inc.
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3. Specialty Cement
The specialty cement-based coating material shall be either Quadex QM-1s as �
� manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard
Cement Materials.
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The interior manhole coating material sprayed onto the surface of the manhole
shall be a urethane resin system formulated for the application to a sanitary sewer
environment. The spray system shall exhibit the physical properties as follows:
4. Materialldentification
Propertv Standard
Tensile Strength ASTM D-638
Flexural Stress ASTM D-790
Flexurai Modulus ASTM D-790
ASC-9
Lon4 Term Value
5,000 psi
10,000 psi
550,000 psi
M-219, PART 7
P�RT DA - ADDITIONAL SPECIAL CONDI�rONS
5.
Miwng and Handling
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Mixin� anci handling of specialty cement material and interior coating material,
which may be toxic under certain conditions shall be in accordance with the
recommendations of the manufacturer and in such a manner as to minimize
hazard to personnel. It is the responsibility of the Contractor to provide
appropriate protective measures to ensure that materia)s are under control at all
times and are not available to unauthorized personnef or animals. All equipme,nt
shall be subject to the approval of the Engineer. Only personnel thoroughly
familiar with the handling of the coating materia( shall perform the spray coating
operations and coating installations.
C. EXECUTION
1. General
Manhole coating shall not be installed until sealing of manhale frame and grade
adjustments, or partial manhole replacement when required for the manhole per
the Manhole Rehabilitation Schedule, is complete.
2. Temperature
Normal interior coating operation shall be perFormed at temperatures of 40°F or
greater. No application shail be made when freezing is expected within 24 hours.
3. Interior Manhoie Coating
a.
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The interior coating shall be applied to ihe manhole from the bottom of the
frame to the bench, down to the top of the trough.
The interior coating shall be installed in accardance with the
manufacturers recommendations and the following procedure.
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1) The surface shall be thoroughly cfeaned of a11 foreign materials and
matter. C(eaning shall be accomplished by using high pressure
water spray (minimum 3500 psi at spray tip), cleaning with muriatic
acid, degreaser, or other solvents as needed in order to remove
any film or residue on�the surface.
2) Place covers over the invert to prevent extraneous material from
entering the sewers. d
3) Apply a minimum of one-half (1/2) inch specialty cement product
(Quadex QM-1s or Reliner MSP) smooth surface for the urethane
caating material.
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4) Spray the urethane onto the manhofe watl and bench/trough with a
minimum thickness ot 125 mils (0.125 inches). Thickness to be
verifiiable thrsugh the use of inethods acceptable to the Engineer.
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ASC-10
AA-219, PART 7
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PART DA - ADDITIONAL SPECfAL CONDITl�NS
5) Coat trough area with specialty cement product -(Quadex QM-1 s or
Reliner MSP).
Testing of Rehabilitated Manholes
a. Testing of rehabilitated manholes for watertightness shali be performed by
the Contractor after operations are complete in accordance with
Section DA-18.
MEASUREMENT AND PAYMENT
Payment shall be based on the Contract Unit Price per vertical foot, measured from the
bottom of the frame to the top� of the bench. The Contract Unit Price shall be payment in
full for performing the work and for fumishing all labor, supervision, materials, equipment
and material testing required to complete the work Grouting, if necessary, shall be
included in the above unit price. �Grouting of the pipe seals, bench and trough, and
lower portion of a particular manhole, if required by Manhole Rehabilitation Wor1c
Schedule or required to be done by the Engineer, shall be paid for separately at the
Contract Unit Price.
DA-13 INTERtOR MANHOLE COATING - RAVEN LINING SYSTEM:
OA. GENERAL
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Scope
This section govems all wo�lc, materials and testing required for the application of
interior manhole coating. Manholes designated for interior coating are listed of
the Manhole Rehabilitation Schedule, listed in Section t. Interior manhole coating
shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12,
or DA-14.
2. Description
The Contractor shall be responsible for the fumishing of all labor, supervision, materials,
equipment, and testing required for the completion of interior coating of manholes
in accordance with the Contract Documents. '•
3.
4.
Manufacturer's Recommendations
Materials, rr�ixture ratios, and procedures utilized for the coating process shall be
in accordance with manufacturers recommendations.
Manholes
Manholes to be coated are of brick, block, or concrete construction. All mannoles
a shall have a minimum of one-half (1/2) specialty cement based coafing material
(Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original
interior surface.
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OM16/99
ASC-11
M-219, PART 7
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PART �A - ADDITIONAL SPECtAL CONDITIONS
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MATERIALS
1. Scope
This section govems the materials required for compietion of interior coating of
manholes.
2. interior Coating
Raven Ultra High-Buiid epoxy Coating, a finro-part epoxy resin system using 100% solids
based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining
systems and designated as Raven 405.
3. Specialty Cement
The specia(ty cement based coating material shall be either Quadex QM-1 s as
manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard
Cement Materials.
4. Materialldentification
Contractors will completely identify the types of grout, mortar, sealant, and/or root control
chemicals proposed and provide case histories ofi successful use or defend the
choice of grouting materials based on chemical and. physical properties, ease of
application, and expected performance. These grouting mateRals shall be
compatible with Raven 405 interior coating. The contractor shall be responsible
for getting approval from Raven Lining systems and/or the grout manufacturers
for the use of these grouting materials.
5. Mixing and Handling
Mixing and handling of interior coating, which may be toxic under certain
conditions shafl be in accordance with the recommendations of the manufacturer
and in such a manner as ta minimize hazard to personnel. It is the responsibility
of the Contractor to provide appropriate protective measures to ensure that
materials are under contro{ at all times and are not avaifable to unauthorized
personnel or animals. All equipment shatl be subject to the approval of the
Engineer. Coating shait be performed only by cert�ed applicators approved by
the manufacturers.
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EXECUTION
1. General
Manhole coating shall not be performed until sealing of manhole from frame and
grade adjustments, partia( manhole replacement, manhole grouting or sewer
replacemenU�epairs are complete.
2. Temperatur'es
Normal interior coating operation shal{ be perFormed at temperatures of 40°F or
greater. No application shall be made when freezing is expected within 24 hours.
04/16/J9 ASC-12 M-219, PART 7
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PART DA - ADDITIONAL SPECIAL CONDITIONS
Interior Manhole Coating
a. Manholes scheduled for
Rehabilitation Schedule.
manhole from the bottom
including the bench/trough.
interior coating are shown on the Manhole
The interior coating shall be applied to the
of the manhole frame to the bench/trough,
b. •° The interior coating shail tie instailed in accordance with the
manufacturer's recommendations and the following procedure.
1) The surface preparation shall comply with the requirements of
Section DA-9, SURFACE PREPARATION FOR MANHOLE
-RESTORATION.
2)
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Apply a minimum of one-half (1/2) inch specia(ty cement based
product (Quadex QM-1 s or Refiner MSP) smooth surface for the
urethane coating material.
The surface prior to apptication may be damp but shall not have
noticeable free water droplets seeping or running water. Material
shall be spray applied per manufacturer's recommendations with a
minimum thickness of 125 mifs (0.1�25 inch). .
4) After the walls are coated, the wooden bench covers shall be
removed and the bench sprayed. to the same average and
minimum thicicness as required for the walls.
5) The final application shalf have a minimum of three (3) hours cure
time or be set hard to the touch, before being subjected to active
flow.
6) No appiica#ions shall be made to frozen surfaces or if freezing is
e�ected to occur in side the manhole within 24 hours after
application.
Testing of Rehabilitated Manholes
a. After the epoxy liner has set {hard to touch), all visible pinholes shall be
repaired. Repairs shall be made by fightly abrading the surface and
brushing the lining material over the area. All blisters and evidence of
uneven cover shall be repaired according to the manufacturer's
recommendations. Spot check of coating thickness may be made by
Owner's Representative, and.�the contractor shall repair these areas as
required, at no additional cost to the Owner.
b. Testing of rehabilitated manho[es for watertightness shall be performed by
the Contractor after operafions are complete in �accordance with
Section DA-18 — VACUUM TESTfNG OF REHABILITATED MANHOLES.
ASC-13
1
M-219, PART 7
PART D� - ADD�TIC�NAL SPE�IAL C�iVDlTIONS
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MEASUREMENT AND PAYMENT
Payment shail be based on the Contract Unit Price per vertical foot, measured from the
bottom of the frame to the top of ihe bench. The Contract Unit Price shall be payment in
fu(I for performing the work and for fumishing all labor, supervision, materials, equipment
all testing necessary to complete the work. Payment for grout'ing of pipe seals, bench
and trough and manhole walls shall be based on the Contract Unit Price for each
manhole actualfy grouted.
DA-22 REPLACEMENT OF CONCRETE CURS AND GUTTER:
Contractor shall replace all damaged existing curb and gutter, as designated by the Construction
Engineer, and replace with standard concre#e curb and guttec, laydown curb and gutter, o� in like
kind, as govemed by the standard City Specifications. Pay limits for taydown curb and gutter are
as st�own in Drawing No. S-S5 of the Standard Specifications. Incle�ded, and figured subsidiary
to this unit price, will be the required excavation into the street to aid in the construction of the
curb and gutter. The pay limit_will be 9" out from the gutter lip, with same d�y haul-off of the
removed materiai to a suiiable dump site. The street void shall be f!(ed�with H.M.A.C. 'Type D"
mix and compacted to standard City densities and top soil, if needed, shalt be added and leveled
to grade behind the curb_ Existing improvements within the parkway such as water meters,
sprinkler system, etc. damaged during construction shalf be replaced with same or better �at no
cost to the City.
Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of
demolition to date of completion. if the contractor fails to comptete the work within fourteen (14)
calendar days, a$100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensafion for al! materials, labor, equipment
and incidentals necessary to complete the work.
DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of e�tisting concrete driveways, due to
deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate
ponding water with same day haul-off of the removed material to a suitable dump site. For
specifications goveming this item see Item No. 104 "Removing Ofd Concrete", {tem No. 504"
Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing
No. S-S5 of the Standard Specifications.
The unit price bid per square yard shail be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the work.
DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT)
The following specifications are for the fumishing and placing of reinforced concrete pavement
or base as shown on detail and as directed by the Engineer.
OM16/H9 ASC-14 M-219, PART 7
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P�i�T �A - ADD1T�OfV�►� S�ECI�tL CQ�1�ITlO�S
A. GENERAL:
Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein
except for finishing and curing.
B. FINISHING:
The reinforced concrete shall be brought to a uniform surface by working with a wooden
float. The surface shall be flush with the adjacent pavement and shall have a finish similar to
the surrounding pavement. The surFace st�all be even and shall provide a smooth ride.
C. CURING:
The reinforced concrete pavement sur�aces shall be sprayed unifonnly with a membrane
curing compound conforming to the requirements of ASTM C-309, Type 2, white-pigmented
compound, which shall not produce permanent discoloration of the concrete. Concrete shall
be allowed to cure for seven days or test cytinders reach 3000 psi before removal of
barricades.
D. EXECUTION:
Included in this item will be the removat of the existing reinforced concrete pavement. The
existing pavement shall be sawed so as to maintain an even, �traight pavement cut. The
existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with
the new reinforced concrete pavement The existing stee! shall be thoroughiy cleaned
before lapping.
The following work method wi!! be performed on each utility cut:
1. Place safety signs, barricades and/or other waming devices where necessary and as
required.
2. Replace pavement to nearest joint.
3. Mark out the damaged area with keel, chalk I�ne or paint being sure to include all areas
requiring repair.
4. Saw cut along marked lines a minimum of two (2) inches deep.
5. Remove existing concrete.
6. Form joints and place reinforcing steel and Dowel Bars (as required) according to
standard specifications.
7. Place and finish concrete.
8. Clean up job site, removing all debris.
9. Maintain traffic control devices to protect the area until the concrete has cured seven
days or concrete reaches 3000 psi compressive strength.
04/16/99
ASC-15
M-219, PART 7
PART DA - ADDtTIONAL SPECIAL CONDtT10RIS
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E. PAYMENT:
Payment shall be made at #he unit price per linear'foot as shown on the proposal and shall
be full compensation for fumishing all labor, materials, equipment tools and incidentals
necessary to complete the work.
DA-37 RQC1C RI�RAP - GR�[�T - FILiER FABRI�:
A. GENERAL:
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1. General Conditions, Supplemental Conditions, applicable requirements of Division 1-
General Requirements and the North Central Texas Council of Govemments
(NCTCOG) Standard Specifications, are hereby made a part of this section.
2. This item shalf govem for the instaltation of rock riprap of the various sizes shown on
the plans.
B. DESiGN CRITERIA:
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1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the
channel bottom is not stable, the design shall incorporate other requirements needed
to stabilize the revetment toe.
2. The channel side sfope shall be as shown on the drawings.
3. Engineering filter fabric material shall be placed undemeath the riprap.
4. Riprap sha(i extend up the bank to an elevation where vegetation will provide
adequate protection. �See cross sections.
PRODUCT:
1. RIPRAP MATERIAL: Stone for riprap shall be durable and af a suitable quality to
insure permanence in the structure. It shall be free from cracks; seams and other
defects that wouid tend to increase deterioration. Rock shall be reasonably well
graded between the following prescribed limits:
Sieve Size
{Sauare Mesh)
24" 24 inch
Riprap 18 inch
12 inch
6 inch
Percent Passinq
100
80-90
45-5�
0-20
Sieve Size
(Sauare Mesh)
18" 18 inch
Rip�ap 12 inch `
6 inch
3 inch
_ Percent Passinq
100
60-85
15-45
0-15
04/16/99 ASC-16 M-219, PART 7
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PART DA - ADDlTIONAL SPECIAL CONDlTIONS
2. RIPRAP WEIGHT: Weight of rock shail be one hundred fifty five pounds per solid
cubic foot (min.} calculated from the bulk specific gravity (saturated surface dry).
3. FILTER FABRIC BLANKET:
Approved Manufacturer. • Supac - Heavy Grade 8NP (U�
• Trevira 011/280
� Amoco 4553
• or Equal Heavy Grade
4. RIPRAP GROUTING
a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural
sand, manufactured sand, or a combination of natural and manufactured sancfs.
The grading and uniformity of the fine aggregate shall conform to the following
requirements as delivered to the mixers:
Sieve Designation, U.S.
Standard Square Mesh
3/8 in. (9.5 mm)
� No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1.18 mm)
a No. 30 (600 um)
No. 50 (300 um)
No. 100 (150 um)
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EXECUTION:-
1. CONSTRUCTION:
Permissible Limits
Percent bv Weiaht. Passinq
100
95 - 100
80 - 95
55 - 75
30-60
12-30
2-10
a. The channel side slope and the toe excavation shall be prepared to the required
lines and grades.
b. Filter fabric and riprap shall be placed in succession to the required thicknesses
and elevations. Riprap shall be hand placed around structures to prevent
damage to the structures.
2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be
placed in the manner and at the locations shown on the drawings. At the time of
installation, the geotextile shall be rejected if it has defects, rips, holes, flaws,
deterioration or damage incurred during manufacture, transportation or storage. The
surface to receive the geotextile shai{ be prepared to a relatively smooth condition
free of obstructions, depressions, debris, and soft or low density pockets of material.
Erosion features such as rills, gullies, etc. r�iust be graded out of the surface before
geotextile placement. The geotexti(e shall be placed with the Iong dimension
perpendicular to the centeriine of the channel and laid smooth and free of tension,
stress, folds, wrinkles, or creases. The strips shall be placed to provide a minimum
width of 24-inches of overlap for each joint. Temporary pinning of the textile to help
�jS(;-� 7 M-219, PART 7
PART DA - ADDITiONAL SPECiAL CONDITIONS
oa✓�syss
hold it in place untii the rock riprap is placed_ The temporary pins shali be removed
as the riprap is placed to relieve high tensile stress which may occur during
placement of material on the geotextile. The specified placement procedure requires
that the length of the geotextile be greater than the actuai slope length. The
Contractor shall adjust the actual length of the geotextile used based on initial
�nstallation experienc�. Tl�e geotextile shaA be protected a� a!{ times during
construction from contamination by surface runoff and any geotextile so
contaminated shall be removed and replaced with uncontaminated geotextile. Any
geotextile damaged during its installation or during placement of riprap shall be
replaced by the Contractor at no cost to the Owner. The work shall be scheduled so
that the covering of the geotextile with a(ayer of the specified ma#erial is
accomplished within seven (7) calendar days after placement of the geotextile.
Failure to comply shall require replacemer�t. of geotextile. The geotextile shall be
protected from damage pnor to and during the placement of °rock riprap. Before
placement of gabion units, the Contractor shall demonstrate that the placement
technique wiil prevent damage to the geotextiie. In no case shall any type of
equipment be allowed on the unprotected geotextile.
3. RIPRAP PLACEMENT: Stone for riprap shali be placed on the fitter fabric blanket in
such a manner as to produce a reasonably welt graded mass �of rocic with the
minimum practicable percentage of voids and shall be constructed within the
specified to(e�ance to the iines and grades shown on the drawings. Then intent of
these specifications is to require placement of riprap to the thickness shown and to
allow isolated stones to extend as much as six inches above grade. Riprap shall be
placed to its fuil course thicicness at one vperation and in such a manner as to avoid
displacing ihe fabric. The larger stones shall be well distributed and the entire mass
of stones in their finaf position shall confarm to the gradation specified hereinbefore.
The finished riprap shall be free from objectionable pockets of small stones and
clusters of larger stones. The desired distribution of the various sizes of stones
throughout the mass shall be obtained by selective loading of the material at the
quarry or other source, by controlfed dumping of successive loads during final
placing, or by other methods of placement which will produce the specified results.
Rearranging of individual stones, by mechanical equipment or by hand will be
required to the extent necessary to obtain a reasonably we!{ graded distribution of
stone specified above. The Contractor shall maintain the riprap protection until
accepted. Any material displaced by any cause shall be replaced at his erosion to
the lines and grades shown on the Drawings.
4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entraining
admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts
of sand, sufficient water to produce a workable mixture, and that amount of admixture
which will entrain sufficient air to produce durable grout, as detennined by the
ENGINEER. Sand for grouting shall conform to the requirements of paragraph: FINE
AGGREGATE. The grout shall be mixed in a concrete mixer in the mar�ner specified
for concrete except that the time of mixing shall be increased to that necessary to
produce a mixfure having a consistency such as to permit gravity flow into the
interstices of the riprap with the help of limited spading and brooming. The grout
shall be used in the worfc within a period of one (1) hour after mi�ang. Retempering of
ground will not be permitted. Riprap shalC not be grouted when the ambient
temperature is below 35 degree F. or abbve 95 degrees F. unless approved by the
ASC-18 M-219, PART 7
D PART DA - ADDITIONAL SPECIAL CONDITIO�NS
� ENGINEER in writing; nor when the grout, without special protection, is likely to be
subjected to freezing temperatures before final set has occurred. Prior to grouting, all
� � surfaces of riprap shall be wetted. The riprap shall be grouted in successive
� longitudinal strips, approximately 10 feet in width, commencing at the lowest strip and
working up the slope. Grout shall be brought to the place of final deposit by
� approved means, and in no case will grout be permitted to flow on the riprapped
surface a distance in excess of 10 feet. Immediately after dumping the batch of
grout, it shall be distributed over the surFace of the strip by the use of brooms and the
� grout worked into place between stones with suitable spades, trowels, or vibrating
equipment. As a final operation, the grout shall be removed from the top surfaces of
the upper stones and from pockets and depressions in the surface of the stone
protection. After completion of any strip as specified, no workman or any load shall
� be permitted on the �grouted surface for a period of at least 24 hours. The grouted
surface shall be protected from rain, flowing water, and mechanical injury. The
surface of all grouted riprap shall be cured by keeping the surface continuously wet
� for a period .of not less than 7 days.
E. MEASUREMENT AND PAYMENT
� Stone (rock) riprap will be rr'ieasured by the cubic yard using actual plan dimensions.
Payment far riprap will be made at the cont�act unit price per cubic yard which includes
Qall filter fabric, grout, plant, labor, material, and installation costs in-place, complete.
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ASC-19
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M-219, PART 7
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STANDARD DETAILS
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CONCRETE COILAR MM£RE
FEOUIREO,SEE P�AN SHEE
ANO OETpi� SHEET 02
FRAME ANO COVER
COMPLETE WITH
wATERTIGHT MANHOIE INSERT
2 RO'aS BITUMASTiC JO1NT SEAIANT
BETWEEN A�L AOJUSTMENT J01NT5
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PRECAST AOJUSTING R WGS
PRECAST CONCRETE CONCENTRIC
W Z CORSEL SECTION
¢ �
Z u`° OUTSIDE TO BE wATERPR00FED
¢ iv 41ITH TWO C�ATS OF ASPHALT
= EMULSION tSF�11TARY MANHOLES ONLY)
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� PRECAST CONCRETE MANHOIE
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Q� � 1I MALL.SECTIONS IN ACCOROANCE
� I� 1�Y WITH ASTM C478
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48• DIA. FOR SEWfR W , /
A}RE TliRQUGH 2l' DIA. � � ' /
At� 60' OIA. FOR ¢ � _ - �
SEwERS TMROUGH 36' � � '
OTHER 1SESNOTEO � % � FLEXIB�E
� ��5� / % PIP£ GASKET CAST INTO
� Z /�STRUCTURE AT ALL PIPE
�6' j � � PENETRATIONS '
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INTEGRAL MANHOIE
BASE OR PRE�AST
CONC. SlA6 (6' MIN.
Thi1CKNE55) PER ASTM
C-�78
STA�N� MA�O�LE
� P�iECAST
CRUSHED LIMESTONE PIPE BEODING
f4' MINIMUM 8EL-01�1 BELL)
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Detaii -1
6' GRANULAR CUSIiION �
SECTIONAL ELEVATION
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CONCRETQ COI�AR wHERE CAST IRON MANHOLE FRAME
REOUTAED.SEE Pt,AN SHEE� ANO COVER COMPLET� WITH
ANO DETAIL SHEET 02 41ATERTjGHT MANHOLE INSERT
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CAST IN PLACE MONC�ITIC
CQNCREFE MANHOLE ►:AZL
AS SPECIFIEO
OUTSIDE TO BE
4lATERPROOPED
WITN TWO COATS
OF ASPHA�7
� EMULSION
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a8• DIA. FOR SEW£R PIPE
THROUGH 2I' OIA, ANO 60' DIA. �' % � CAST IM ALACF
FOR SEWERS TFf20UGM 36•OIA.m f : MONO�I7IC CONRETE
UNLESS OTl1ERMISE NOTEO � / �' MANHOLE WALL AS
ON PLANS. y � gENCH MIN.SLOPE / SPECIFIED
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% 3• MAX �. FLEXIBLE PIPE
% � TROUGN � �� GASKET
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�' ���' ' � ' ' '� CONCRETE EMBEOMENT
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I �:. :..:: ::.•: •• CAST IN PI.ACE MANHpLE
�-�-^- ' BACE SECTION OETAII)
6' GRANULAR CUSHION CAST-IN-PI.ACE (CLASS F
4008 PSI CQNRETE) MANHO�E
BASE cSEE DETAIL�
SECTIONA� ELEVA7ION
STI41�/IR� CAST tN PLIIiCF �AI�Nf�IOL.E
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SMOOTH TRANSITiON
REOUIREO BETWEEN
PIPE ANO CHANNEL
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SLOPE TO ORAIN
FLEXiBLE WA�L CONNECTION
t7YP. AT PIPE ENTRY TO MH)
SLOPE TO ORAIN
� P[PES ENTERING AT 4NGLE5 SHA(.�
BE PROVIOED WITH A 'U'CNANNEL
j\ � OF PIPES INSIOE DIAME'ER
� 1 �
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LINES STRAIGHT THROUGH MANHQIE
SHAL� BE PROVIDED MITH A'U'
CNANNEI. ONE HAIF OF PIPE INSIDE
OIAMETER
1 1
2'-0•
2' MIN.1F PRECAST R15ER 4� '. M1N.
SECTIONS ARE USED � � : � . _
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8' CAST IN PLACE 3' SAND CUSHION MIN.
cCONC. CLA55 F- 4000 PSI)
MANH�LE BASE WI7H ViIRE CONCRETE ENCASEMENT
MESH REINFORCEMENT OF USED ONLY WNERE FLEX
MINIMUM 0.5 SO.1N. PER MAI� CONNECTION IS NOT
FOUT IN BOTH OIRECT[ONS PROYIOED
� THE MINIMUM OISTpNCE BETwEEr� THE INvERT OF THE
DONNSTREAM PIPE AND THE TOP OF THE MANHOIE
BASE SHAIL BE THREE (� INCHES
6'
IIMESTONE
BEOOING
�lOTES:
�.PIPE SHALL BE EMBEDOEO IN CONCRETE TO MITHIN 6'
OF THE FIRST JO1NT FOR RCP ANO 0[P UNtESS A FLEXIBIE Y(ALL
CONNE[TION IS USED.IF A FLEXIBLE wA�L CONNECTION 1S USED.CRUSHEO LIMESTONE
EMBEDMENT MAr BE USEQ.
2.IF FLEXIBIE OR SEMI-FLEXIBIE PIPE IS USED FLEXIBLE WAI.� CONNECTOR
MU57 BE USEO.
3.F�EXiB�E wALL CONNECTQRS SHA�L SE PRE55 wEOGE. Q-LOCK,PFESS SEa� IPSX GASKET)OR
APPROvED EOUaL.
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CAST IN PL/I�CE �IANflOLE
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REOUIREO.SEE P�AN 5
AND OETAIL SHEET 02
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COMPLETE wITH
WATERTIGHT MANHOLt INStRT
2 ROWS BITUMASTIC JOINT SEAIANT
SETWEEN A�L AOJUSTMENT JOINTS
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Q PRECAST CONCf2ETE CONCEtvTRIC C�RBEI.
� SECTIQN (CA57 IN PLACE ALSO ALLQWEO)
� � QUTSIDE TO BE WR7ERFROQFED
� WITH TWO COATS OF ASPHAIT
m � EMULSIQN tSANITARY MANHQLES QNLY)
¢
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� PIPE GASKET CAST 1NT0
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/.� • PENETRATIONS
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INTEGRAL MANHOtE
BASE OR PRECAST
6` GRANULAR CtJ5HI0N CONC. Sl.AB (6' MIN.
THICKNESS) PER ASTM
C-478
SECTIONAL EIEVATION
STA�AAO SHAI.LOM M�At+�i�LE
PRECA$T/CAST IN PLACE
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5/18/90
Ei-20,21 MATERIAL
E2-20.21 CQNSTRl1CTION
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CASE 2: t, RpQ�J .• � 3' MINIMUM-�
COLLAR SHALL EXTENO 3' CASE �ASE 2 RINGS
BELOW BOTTOM OF LOWEST
GRAOE RING �ITUMASTIC
(REBAR REOUIREO) SEALANT
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1NSIDE
PIPE
DIAMETER
6'
8'
10•
IZ'
15'
IS'
21'
24'
27'
30'
33'
36'
42•
TABLE 2
MAXIMUM TRENCH WIDTH
AT TOP OF CONOUIT
3'-2'
3'-2'
3'-2•
3'-4•
3'-6'
3'-10'
4'-4'
4'-8'
4'-11'
5'-3'
6'-0'
6'-4'
6'-11'
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OR CONCRETE ENCASEMENT MHERE MOPP SrFtERE PIPE ENLARGEMENT METHOOS
INTEGRAt TEES ARE NOT PROVI�ED. ARE USED.SEE SPECIFICATIONS
SECTIONAL ELEVATION •
NOTE:
SEwER SERv10E LINE �OCATI�N
TO BE MaaKEO rriTr+ RED v1Hr�
7APE AT LEAST 3'wIOE ANO l0
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ENQ Of THE SERvICE ANO EXTENOEO
iFtROUGH THE BACKFIIL AT TME
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- CONCRETE MANHOIES.FOR PRECAST � �
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SECTION SHAII. BE REMOVED. %
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aip GUTIEN�
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SEMER PIPE—� � PER FIGURE B.CASE J
-- _—I--- ' M�IES!
OITCH WALI ' � � 1. 2s77 COr�CREIE Sw�IL BE INS1nL�E0 p NIN.OF �•oElOw
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, ,� , 2. All E%IST.ASP/�nLI Sw�LL BE REPlKEO i0 IHE d11WIMl
. I '�. DE�IH,NIN�HUN PAVENENI REPLACEMENI SfMLL BE Y OF
^BEDDING ANO COYER F1r�E Gf1n0E0 SURFACE COt1±5E
PER iRENCH OETAII �. BEODING OF PIPE a5 SVEClflEO SEE OT-�1 Oi INE CON1RaCi '
OOCUNENtS.
TYPICAI. ��BIINF� � �
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� STANDARD SPECIF(CATIONS FOR PUBL�C
WORKS CONSTRUCTION. ADOPTED
¢ JUNE 24, 1993, NORTH CENTRAL TEXAS
• COUNCIL OF GOVERNMENTS
RlPR�IP DET/IL
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CONCRETE
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REBRR �
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15'� ROOFING FELT
12' MIN.
12' MIN. tUNOISTURBED EARTH
6' MIIV. cINCOMPRESSIBLE MATERIAL3
� 12' MIN. (UNDISTURBED EARTH
6' MIN. (INCOMPRESSIBLE MATERIAL)
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PAVEMENT MJN.
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pAvEMENT REPAIR (AS SPECIFIE01
TEMPORARY PAYEMENT REPAIR
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2• MINIMUM
I � � CURB At9D GUT7ER ANDIOR SIDEWALK
BASE / StiALL BE PAY 1TEM ONtY IF wITHIN
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SOIL.LOAM OR VEGETABIE
MATTER. 2'@' MAXINUM •SANO MATERIAI
PAYEMENT REPAIR IS PER
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SHAII BE REPLACEO TO MIN.IFOQT
EMBEOMENT BEHINO EACH SIOE OF TRENCH.
�PER PORTION OF TRENCH
WIOTH SHALL BE DETERMINED BY
- - C�NTRAC7aR.
•INC�UDED IN LINEAR F00T 810 PRICE OF PIPE
CASE 3:EXI5TING PAVEO STREET TO BE RECONSTRUCTED
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NOTEi
MINIMUM REOUIREO TMIS BACKFiLL OETAIL SUPEHCEDES THE
v(OiH OF SURFACE STAriDarzO EMBEDMEN'r OETAIL cFiGt�RE 1�
RESTORATION � THE CITY OF FOiiT wOq?M MATER OEPT.
s ri GENERAi. CONTRACT DOCUMENYS ANO GENERAL
tSEE TABIE i] SPECIFICATIONS.LATESt REYISIONS.
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lr�y/ /// SPECIFICATIONS
Y
SEMER PIPE� ,
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TYPICAL RO/ID EDGE TRENCt�I OETA�
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MINIMUM REOUIRED
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RESTORATION
s �
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f EXISTING 3" ASPHALT �
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// // . SPECIFICATIONS
CRUSHEO LIMESTONE
BEDOING ANO COYER
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PAVEM�NT
STREETS
--TEMF�RaRY PAvING REPaIR SFI�wN —
EXIST, STRFc7 PAVEMENT FQR PERMANENT PAVIfVG REPAIR DETAILS
SEE FIGURES 1-5 QR AS SPECIFIED IN
THE PLANS �R SPECIFICAiIpNS.
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<SEWER� ALL SIZES)
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REV� MARCN 25, I999
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StIDE.NO EXCEPTIONS. BENCH.OR DOwEL£D ANO GROUTED
TO PRECAST BENCH.
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CLASS E �� ' . � � � " �� : . �
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MINIMUM WIDTH IH
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DIRECTION SHALL BE
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COMPACTED SENTONITE C�AY
OR 2 - SACK CONCRETE
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NOTE:ON EACH SEWER LATERAL WHERE NEW PIPE IS
INSTA�LEO BY PIPE BURSTING METHOD.INSTALL CLAY
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SERvICE RECONNECT
CLAY D�I�A OET/IM,.
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CEMENT BRICKS 1 6' MIN.
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CLASS E.
CARRIER PIPE 1500* CONCRETE
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PRESSURE GROUT VOIDS OUTSIDE
OF CASING CREATED BY INSTALLATION
CASiNG P�E B�KI�/�D
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MIN.2500 P.S.I. INFLUENCE ZONE OF
CONCRETE PAVEMENT FOUNOATION QF
BUILDINGS ANO UTILITY
F STRUCTURES.
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PART E
GENERAL SPECIFICATIONS FOR WATER DEPARTMENT
PROJECTS
(NOT BOUND HEREIl�
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CERTIFICATE OF INSURANCE
TO: CITY OF FORT WORTH Date_
NAME OF PROJECT:
PROJECT NUMBER:
IS TO CERTIFY THAT : � ,
is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for
the type of insurance and accordance with provisions of the standard policies used by this Company, and further
hereinafter described. Exceptions to standard policy noted on reverse side hereof.
� TYPE OF IN$U�ANCE
Policy Effective Expires Limits of Liability
Worker's Compensation
Comprehensive General
Liability Insurance (Public
Liability}
Blasting
Collapse of Building or
structures adjacent to
excavations
Damage to Underground
Utilities
Builder's Risk
Comprehensive
Automobile Liability
Contractual Liability
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea. Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Bodily Injury:
Ea. Person: $
Ea. Occurrence; $
Property Damage:
Ea. Occurrence; $
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Other
Locations covered:
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or
cancellation.
Where applicable iocal taws or regularions require more than five (5) days actual notice of change or cancellation to be
assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement
thereto attached. '
A�encv
Fort Worth Aeent By
Address Title
��°���� �;_�.�'������
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PERFORMANCE BOND
BOND NO. CC-24585
� THE STATE OF TEXAS �
� COUNTY OF TARRANT �
�
�
KNOW ALL MEN BY THESE PRESENTS: That we (1) KEBO SERVICES, INC. a (2)
CORPORATION of TEXAS, hereinafter call Principal, and (3) �„m b P r 1 a n c� c a G„ a � t y ��„ Y� t y C o mp a n
coiporation organized and existing under the laws of the State and fully authorized to transact business in the State
of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporarion organized and
existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of:
FIVE HiTNDRED FIVE THOUSAND EIGHT HiJNDRED THIRTY NINE AND NO/100 ...........................
($505,839.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
O the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly by these presents.
� THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the of a copy of which is hereto attached and
� made a part hereof, for the construction of: %� ��_
MAIN 219 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 3, CONTRACT 1) PART 7, UNIT 3
designated as Project No. (s) PS46-070460410090, a copy of which contract is hereby attached, referred to, and
� made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being
hereinafter referred to as the "work".
a
NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with
� the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which
may be granted by the Owner, with or without norice to the Surety, and if he shall satisfy all claims and demands
incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages
which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense
' which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in
� full force and effect.
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PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County,
State of Texas.
AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any wise affect its obligarions on this bond, and it
does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or
to the work or to the specifications.
IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be
deemed an original, this the of __��� J�, �����
ATTEST: r, ..
KEBO SERVICES, I��1C.
(Principal)
(SEAL)
��V��;;.:4.'; C '4i,� P PAL (4)
� ,••'pttATF �''y � .
:O� �•� � BY: c
� '
� .� • _ �
� l � � Title:
�•G � � 8008 HIG WAY 80 �VEST SLTITE 101
�. :' :
��'••.....••'� �.�`� FORT WORTH, TX 76116
��''�uuiqnnm�u�`���,`
/fiw /,%� �i,v �
��Witness as to Princi al
I�W�.i �(� � •�) t l(� 1
Address �-1-�U��`��Tk'
ATTEST: ��,1 �
;SEAL)
(Surety) Secretary
O \/ z
'� l��J 1�. c. 6' t',' I►I,.w�
Witness as to SuretyD a w n F r e e m a n
� 1600 W. 7th St. Ft. Worth, T% 76102
(Address)
'
(Address)
Cumberland Ca.sualtv & Suretv Company
Sure
,
BY. ` �
(Attorney-in-fact) (5)L, i n d a S i n k u
8150 Brookriver Dr. #5303
Dallas, TX 75247
(Address)
NOTE: Date of Bond must not be
prior to date of Contract
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
Parmers should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact..
� F2
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MAINTENANCE BOND
THE STATE OF TEXAS � B O ND N O. C C- 2 4 5 8 5
�
� COUNTY OF TARRANT �
KNOW ALL MEN BY THESE PRESENTS: That (1) KEBO SERVICES, INCas Principal, acting herein
� byC and through (2) its duly authorized and (3)
S u r e�f v 1� o m p a n v u a 1 L y � a corporarion organized under the laws of the State of TEXAS, as
surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal
Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County,
� Texas the sum of
FIVE HiJNDRED FIVE THOUSAND EIGHT HLTNDRED THIRTY NINE AND NO/100 ...........................
($505,839.00) in lawful money of the United States, for the payment of which sum well and truly be made unto said
City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors,
adininistrators, assigns and successors, jointly and severally.
This obligation is conditioned, however; that,
�
WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, the
� performance of the following described public work and the construction of the following described public
improvements:
MAIN 219 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
� IMPROVEMENTS (GROUP 3, CONTRACT 1) PART 7, UNIT 3
of same being referred to herein and in said contract as the Work and being designated as project PS46-
a 070460410090and said contract, including all of the specificarions, condirions and written instruments referred to
therein as contract documents being hereby incorporated herein by reference for all purposes and made a part
hereof, the same as if set out verbatim herein; and ,
� WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that
it will remain in good repair and condition for and during the period One (1) Year after the date of the final
l- acceptance of the work by the City; and
�ri
� WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of
One (1) Year; and,
� WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time
within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be
necessary; and,
�
WHEREAS, said Contractor binds itself, upon receiving norice of the need therefor to repair or reconstruct
� said work as herein provided.
�
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� NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
� reconstruct said work in accordance with all the terms and condirions of said Contract, these presents shall be null
and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said
City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said
a Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is exhausted.
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WHEREAS, all parties covenant and agree that if any legal acrion be filed upon this bond, venue shall lie
in Tarrant County, Texas; and,
IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be
deemed an original, dated � i-. �.. � _
ATTEST:
�
�.
�,,,� � d/��i'`��
W' ess as to Principal ,
�� �OU�j. ����2..101
Fk - wcx�►n, �Gr�9 ����
(Address)
ATTEST:
(Surety) Secretary
(SEAL)
KEBO SER ES, INC, PRINCIPAL (4)
BY: -
Title: �,�—,
8008 HIGHWAY 80 WEST SLTITE 101
FORT WORTH, TX 76116
(Address)
Cumberland Casua ty & Surety Company
rety �
BY: � �
(Attomey-in-fact) (5) L i n d a S i n k u
�15��_Bro��r,��t�r��Dr. #S303
a ��,
�Address)
NOTE: Date of Bond must not be prior to
date of Contract
(1) Correct Name of Contractor
(2) A Corporarion, a partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If Contractor is Partnership all
Parhiers should execute Bond
(5) A true copy of Power of Attomey
shall be attached to Bond by
Attorney-in-Fact.
1 � .,
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Witness as to Surety Dawn Freeman
1600 W. 7th St Ft. Worth, TX 76102
� F6
PAYMENT BOND
BOND NO. CC-24585
L
� THE STATE OF TEXAS §
COUNTY OF TARRANT �
� KNOW ALL MEN BY THESE PRESCENTS: That we (1) KEBO����CES, INC. a(2) Corooration of
` Texas, hereinafter call Princi al, and 3 S u r e v 1 n d � a s u a rporation organized and
p ( ) � �omnanv , a co
existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are
� held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws
� of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish
materials, for or perform labor upon the building or improvements hereinafter refened to in the penal sum of :
OFIVE HUNDRED FIVE THOUSAND EIGHT HUNDRED THIRTY NINE AND NO/100 ........................
� ($505,839.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly to these presents.
a THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the da of A.D. , 1999, a copy of which is
hereto attached and made a part thereof, for the construction of:: )� 2�g�
MAIN 219 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 3, CONTRACT 10 PART 7, LTNIT 3
Project Na (s) PS46-070460410090 a copy of which is hereto attached, referred to and made a part hereof
as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred
to as the "work".
w NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make
�' payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials
` in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it
shall remain in full force and effect.
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THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and
material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160,
and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised
Civil Statutes.
PROVIDED FURTHER, that if any Iegal action be filed upon this bond, venue shall lie in Tarrant County,
State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of
time, alteration of addition to the terms of the contract ar to the work to be performed thereunder or the specification
s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any
such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instzument is executed in 10 counterparts each one of which shall be
deemed an original, this the day of A.D., 1999.
���i n ! 1C�':t
�
ATTEST;
r�
, (Principall Secretary
� ������
/.�.ti.
Witness as to Principal
r' l-4w�.1 �b�• St lbl
`� � �r � ►J�C�rl--,.Tk -� t Q t lt �
Address
f'
ATTEST:
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(SEAL)
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(Surery) Secretary
O�
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� Dawn Freeman
Wimess as to Surety
KEBO SER ES, INC.
IP.AL (4)
BY:
- �v
TiTle: ��/��,Yl/`C.
8008 ffiGHWAY 80 WEST SUITE 10.
FORT WORTH, TX 76116 (SEAL)
(Address)
Cu e and Ca alty & Surety Company
Su ety �
BY: w
(Attorney-in-fact) (5� i n d a S i n k u
8150 Brookriver Dr. #5303
Dallas, TX 75247
(Address)
(Address)
NOTE: Date of Bond must not be prior to date
of contract
(1) Correct Name of Contractor
(2) A Corporation, a Partnership ot an
Individual, as case may be
(3) Conect name of Surety
(4) Tf contractor is Partnership all
Pariners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact..
� (Address) 1600 W. 7th St. Ft. Worth, �X 76102
�` CUMBERLAND CASUALTY & SURETY COMPANY
�TAMPA, FLORIDA
PRINCIPAL: K e b o S e r v i c e s, 2 n c.
� 8008 Hwy 80 W. #101 Ft. Worth
(STREET ADDRESS) (CITY)
CONTRACT AMOUNT: $ 5 0 5, 8 3 9. 0 0
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��,.-�oT^'�.�. .�P�Y��e Beverly Ann Jerry
a r�'' �� z°� � c,Commission # CC 758867
wsuc � �, aQ Expires August 22, 20D2
�
� "�`« a 9 � BONOED THRU
�'e '7ono� o� �Of f�� ATLANTIC BONDIN� CO., INC.
�'�DUGN G
C � /�
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everly Ann J y
My commission expires
STATE OF FLORIDA )
. ) SS
1 f COUNTY OF HILLSBOROUGI�
� I, the undersigned, Secretary of Cumberland Casualty & Surery Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing
and attached POWER OF ATTORNEY remains in full force.
( Signed and Sealed at the City of Tampa. Dated the day of _
�,�t7 4 /
tl" � �' � r� - �/� �i ��l
�° `w►"�•� �"'�� �.✓z�"' � �^'�'���,.�
7 �
� S�, Caro} S. Brlack, Secretary
t �
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�fNt16'�
THIS BOND NOT VALID UNLESS PRINTED ON GREEN PAPER
POWER NO
POWER OF ATTORNEY
EFFECTIVE DATEe
Texas 76116
(STATE) (ZIP CODE)
AMOUNT OF BOND: $ 5 0 5, 8 3 9. 0 0
_ 2!�585
KNOW ALL MEN BY THESE PRESENTS: That Cumberland Casualty & Surety Company, a corporation duiy organized under the laws of the State
of Florida, having its principal office in the Ciry of Tampa, Florida, pursuant to the following resolution, adopted by the Board of Directors of the said
Company on the 15th day of April, 1999, to wit:
"Resolved, that the President of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as
attorney(s)-in-fact, such persons, firms, or corporations as may be selected from time to time.
Be i[ Fur[her Resolved, that [he signature of the President, Secretary and the Seal of the Company may be affixed to any such Power of
Attorney or any cer[ificate relating thereto by facsimile, and any such powers so executed and certified by facsimile signature and facsimile seal shall
be valid and binding upon the Company in the future with respect to any bond or consen[s for the release of retained percentages and/or �nal estima[es
on engineering and construction contracts or similar authority or undertaking to which it is attached."
Cumberland Casualty & Surety Company does hereby make, constitute and appoint Gary B. McElroy or Linda Sinlcu
nr Rnhert A_ Fergnsnn nr Mirhael F_ Wachmnn
its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and
deliver in its behalf, and its act and deed, as follows:
The obligation of the Company shall not exceed ($2,000,000.00) dollars.
And to bind Cumberland Casualty & Surety Company thereby as fully and to the same extent as if such bond or undertaking was signed by
the duly authorized o�cer of Cumberland Casualty & Surety Company, and all the acts of said attorney(s)-in-fact pursuant to the authority herein given,
and hereby ratified and confirmed.
IN WITNESS WHEREOF, Cumberland Casualty & Surety Company has caused these presents to be signed by an officer of the
Company and its Corporate Seal to be hereto affixed.
�,,v,.� CUMBE LAND C�SU�LTY & SURE Y COMPANY
� ���
�
� SEAL ° �- - �-ca .., - . �.,-� .E-e_(:c - fl..� -
� �� dward J. E enfield IV, President
�J J� r
^Wi6�►�
STATE OF FLORIDA )
) SS
COUNTY OF HILLSBOROUGI�
On this 15th day of April, A.D. 1999, before me personally came Edward J. Edenfield IV, to me known, who being by me duly sworn did
depose and say; that he resides in the County of Hillsborough, State of Florida; that he is President of Cumberland Casualty & Surety Company, the
corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said
instruments is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto
by like order.
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PART G - CONTRACT
OTHE STATE OF TEXAS �
� COUNTY OF TARRANT �
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. THIS CONTRACT, made and entered into by and between the City of Fort Worth, a
home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager
thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and KEBO
�rl SERVICES, INC.of the City of FORT WORTH County of TARRANT and State of TEXAS, Party of
the Second Part, hereinafter termed "CONTRACTOR".
� WITNESSETH: That for and in consideration of the payments and agreements hereinafter
mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second
Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete
certain improvements described as follows:
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MAIN 219 DRAINAGE AREA SA1�IITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 3, CONTRACT 1) PART 7, UNIT 3
� And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his
(their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools,
� superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the
said construction, in accordance with all the requirements of the Contract Documents, which include all
maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the
� specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been
identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's
Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort
�Worth Water Department General Contractor pocuments and General Specifications, all of which are
� made a part hereof and collectively and constitute the entire contract.
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The Contractor hereby agrees to commence work within ten (10) days after the date written
notice to do so shall have been given to him, and to substantially complete same within the time stated in
the proposal.
'The Owner agrees to pay.the�contractor in-cunent funds�-�or the performance of the contract in
accordance with the Proposal submitted therefor, .subject to.additions and deductions, as provided in the
Contract Documents and all approved modifications thereof;_and to,make payment on account thereof as
provided therein.
IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10
counterparts in the year and say first above written.
Citv of Fort Worth. Texas (Ownerl
� Party of the First part
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BY:
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ASST. City Manager CW
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' ATT'EST:
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'Ci ,Secret
(Seal)
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KEBO SERVICES, INC.
8008 HIGHWAY 80 WEST
FORT WORTH. TX 76116
Contractor
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Title: �
APPROVED:
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a A. Douglas Rademaker, P.E. Director
Department of Engineering
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Approved as to Form and Legality:
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Gary Steinberger, Asst. City Attorney
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Contract Authorization
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APPENDIX A
State Revolving Fund (SRF} Requirements
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PRIVITY OF CONTRACT.
This contract is cxpected to be funded in part with funds from the Texas Water '
Developmcnt Board. Neither the State of Texas nor any oE its departments, a��ncies or
employees is, or will be, a parry to this contract or any lower tier contract: ;This
contract is subject to rtgulations contained in 31 TAC Chapcer 363 in effect on the date
this contract is executed. '
DEFINITION.
The term "TWDB" mcans the Ex�cutive Administrator of the Texas Water
DeveIopment Board, or other persoa who may be at the time acting in the capacity or
authorizcd to perform rhe functions of such Administrator, or the authorized
representative thereof.
FINAL PAYMENT
The recainage and its interest earnings, if any, shall not be paid to the
Contractor nntil rhe TWDB has aathorized a reduction in, or reIease of:
retainase on the contract work.
REVIEW BY OWNER AND TWDB.
(a) The Owner, auchorized cepresentatives and a;enu of the Owner, and'the TWDB
shall. at all times have access to and be p�rmiaed to observe and review alI work,
materials, equipment, payrolls, personnel records, employment conditions, matuial
invoices. and other reievant data and records pertainin� to this Contract, provided,
however that aIl instrucrions and approval with respect to the work will be given to
the Conrractor anly by the Owner through authorized repres�ntatives oc agencs.
(b) Any such inspection or review by the TWDB shall noc subject the state of Texas to ,
any accion for damages.
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FLOOD HAZARD INSURANCE.
This provisions appties to any concract which will construct scruccures thae are insurable
under the National Flood Insurance Program of the Federal Emergency Mana�ement
AQency. The Contractor shall apply for flood insurance on all insurable structures that
will be buiIt under this contract. A copy of che compleced app[icacion must be provided
to the owner before commencing construction of che project. The Contractor shall
obtain the flood hazard insurance as soon as possible and submit a copy of the policy to
the Owner.
ARCHEOLOGICAL DISCOVERIES.
No activiry which znay affect a State Archealogical Landmar�C is authorized until the
Owner has compiied with the provisions of the Antiquities Code of Texas. The Owner
has previously coordinated with the appropriate aQencies and impacu to known cultural
or archeological deposit� have been avoided or mitigated. However, the Contractor
may encounter unanticipated cultural or azcheological deposirs during construction.
If archeological sites or historic structures are discovered aher construcrion operauons
are begun, the Contractor shall immediately cease operations in that particuIar acea and
notify the Owner, the TWDB, and the Texas HistoricaI Commission, (SI2-463-b096).
The Contractor shall taice reasonable steps to procect and preserve the discoveries uncil
thcy hav� been inspected by the Owner's representative and the TWDB. The Owner
will prompdy coardinate wich the Texas Historical Commission and any other
appropriate agencies to obtain any necessary approvaIs or permics to enable the work to
continue. The Contracror shalI not resume work in the area of the discovery until
authorized to do so by the Owner.
ENDANGERED SPECIES.
No activiry is authorized that is likely to jeopardize the concinucd existence of a
threatened or endan�ered species as Iisted or proposed for Iistin� under the Federal
Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on
Endangered Species, or to des�oy or adversely modify the habitat of such species. �
If a threatened or endangered species is encountered during construction, the Contractor
shall immedia�ely cease work in the area of che encounter and nocify the Owner, who
will immediately implemenc actions in accordance with the ESA and applicable State
stacuces. These actions shall include reporting the encoun[er co the TWDB, the U. S.
Fish and WildIife Service, and the Texas Parks and Wildlife�Deparunenc, obcaining any
necessary approvals or permits to enable the work to continue, or impiement ocher
micisacive actions. The Concraccor shall not resume construction in the are� oE the
encouncer until auchorized to do so by the Owner.
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LAWS TO BE OBSERVED.
aIn the execution of the Contract, the Contractor must comply wich aIl applicabie LocaI,
Stace and Federal laws, including but not limiced to laws concerned wich labar, safery,
j"] minimum wages, and the environment. The Concraccor shall make himself familiar
1..1 with and at aII times shall observe and eomply wich ali Federai, State, and Locat laws,
ordinances and regulacions which in any manner affect the conduct of the work, and
(� shall indemnify and save harmIess the Owner, the TWDB, and their representativcs
� a�ainsc any claim arising from violation of any such Iaw, ordinance or regulation by
himseif or by his subconcractoc or his employees.
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Q HAZARDOUS MATERIALS.
� Materials utiiizcd. in the project shall be free of any hazardous materials, exc�pt as may
be specificaIly provided for in the spe�ifications. ,
� If che Contraccor encounters existing material on sites awned or conuolled by thc
Owner or in material sources that are suspe�tcd by visuaI observatian or smelI to
contain hazardous materials, the Contractor shall immediately notify the Engineer and
a. the Owner. The Owner will be responsible for the ustin¢ for and removal or
- disposition of ha�ardous mat�riaIs on sites owned or con�rolled by the Owner. The
Owner may suspend th� work, wholly or in part during the testing, removal or
adispositian of hazardatis materials on sitcs owned or controlleci by th� Owner.
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EQUAL EMPLOYMENT OPPORTUNITY.
During the performance of this contract, the Contractor a�rees as follows:
(I) The Contractor wilI not discriminate against any employce or agplicant for
employmcnt because of race, color, religion, sex, age, handicap, or natioaal origin.
The Contractor wiil take affirmarive action to ensure that applicants are employed,
and that cmployccs are trcated during empIoymen[ without regard to their race,
coior, religion, sex, age, handicap, or nadonal origin. Such action shall inciude,
but noc fx limice� to the foIlowing: EmpIoyment, upgrading, demotion, or
transfer; recruitment or recruitment advertising; layoff or termination; ntes of pay
or othcr forms of compcnsarion; and selccdon for trainin„ including
apprenticeship. The Contractor agrees to post in conspicuous pIacrs, avaiIable to
cmployccs and apglicants for employmcnt, naticcs to be providcd sctting forth the
provisions of this nondiscrimination clause.
(2) The Contractor will, in all soIicitations or advertisements for employces pIaced by
or on bchalf of the Contractar, state that all qualified applicants wiIl receive
considcrations far emplayment without rcgazd to race, color, rcligion, sex, age,
handicap, or narional origin.
(3) Thc Contractor will scnd to cach labor union or rcprescntative of workcrs with
which he has a collective bargatning agrcement or other co�ntract or understanding,
a noricc to be provided advising the said labor union or workcrs'represcntatives of
the Contractor's commitir�ents under this section, and shall post copics of the
notice in conspicuous places avaiIa.ble to employees and applicanu for
empioymen�
(4} The Contractor will comply with all provisions of Exccutive Order I I246 of
September 24, 1965, the Age Discrimination in Employment Act of 1967,29
U.S.C.A. 621 (1985), Exccudve Ordcr 12250 of November 2, 1980, the
RehabiIitation Act of 1973, 29 U.S.C.A. 701 et scq. (1985), and of the ruIes,
reguIations, and relevant ordcrs of the Secrctary of Labor.
(5) Tt�e Convactor will fiunish all inforn�ation and reports required by Executive
Ordcr 11246 of Scpccmbcr 24, 1965, and by rules, rcgulacions, and orders of the
Secretary of Labor, or pursuant thereto, and will permit access to his books,
records, and accounts by the administering agency and the Secretary of L.abor for
purposes of investi;ation co ascertain comQlianee wich svch rutes, reguIacions, and
. ordcrs.
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(6) In thc cvcnt of chc Contractor's noncompiiancc with thc nondiscrirriuzation clauscs
of this convact or with any of the said rulcs, rcgulations, or orders, this contract
may be canceIed, terminated, or suspended in whoie or in part and the Contracior
may be declared ineligible for further Govcrnment eantcacts or federaIly assisied
corestzuction convacts in accordance with procedures authorized in Executive
Ordcr 1 I246 of Scptcmbcr 24, 1965, and such o�hcr sanctions may lx imposed
and remedies invoked as provided in Executive Order I 1?46 of September 24,
1965, or by rule, rcgulacion, or ordcr of chc Sccrctary of Labor, or as otherwise
provided by law.
(7) The Contractor wiIl include the porcion af the sentence irnmediately precading
paragraph 1. and the provisions of paragraphs l. through 7. in cvcry subcontract
or purchasc order unless excmpted by ruIes, reguIations, or orders of the Secreiary
of Labor issued pursuant to scction 204 of Executive Order 11246 of September
24, I965, so that such provisions wiIl bc binding upon cach subcontractor or
vcndor. Thc Contractor wili takc such action with respcct to any subcontract ar
purchase order as the admiiustcring agency may direct as a means of enforcing
such provisions, incIuding sanctions for noncompliancc: PROVIDED,
HOWEVER, That in the evcnt a Contractor becomes involved in, or is threatened
with, liagation with a subcontractor or vendor as a result of such directian by the
administering agency the Contractor may request the United Scates to entcr into
such litigation to protect the interest of thc Unitcd States.
(8) 1fie Contractor will compIy wich Executivc Ordcr I I246 based on its
implemcntation of the Equal Opportunity Clausc, specific af5rmative action
obiigations rcquircd by the Standard Federal Equal Employment Opportunity
Construction Contract Spccifications, as sct forth in 4I CF�t Part 60-4 and its
efforts to meet the goals cstablished for the geographical arca where the Contract
is to be perfornxd. Tf�e hours of minority and fcmale employment and training
musL be snbstantially uniform throughout the Iength of the Contract, and in each
trade, and the Cont�actor shall make a good faith cffort to employ minoritics and
women evcnly on cach of its projccts. Thc transfcr of minority or fcmale
empIoye�s or trainces from Contractor to Contractor or firom project to pr.oject for
the sole purposc af inecting thc Contractor's goals shaIl be a violation of the
Contract, the Executive Order, and thc rcgaIations in 41 CFR Part 60-4. The
goaLs are expresscd as perccnta;cs of the �total hours of employmcnt and training
of minority and female utilization chc Contractor should reasonably be able to
achieve in each conscruction trade in which it has employees in the covered area.
{� Goals'are published periodicaliy in the Fedcral Rcgistcr in notice form, and such
� notices may be obtained from any office of federal contract compliances programs
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office oc from fcdcral procurcmcnt concractin; officcrs (512)
229-5835. Thc Contractor is expcctcd to mal:e substantially uniform progress
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toward its goal in each craft during the period specificd.
Vtifienever the Contractor, or any subcontractor at any tier, subcontracu a portian
of the work invoIving any construction vade, it st�it physicaIIy include in each
subconcract in cxcrss of S 10,000 thc provisions o�•thcse specifications and thc
noticc which contains the applicable goaIs sct for minority and female participation
and wiiich is set forth in the saIicitations from which this contract resulced.
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I- The Contractor shall complete the two attached Texas Water
� Development Board forms at time of contract execution.
2- The Contractor shall submit aIong with the by-monthly payroll
� certification the attached form SRF-74, Certification By Contractor for ._
' Labor Standard eompliance
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ED•!07 �
RR2�3)
CONTRACTOR' S ACT OF ASSURANCE
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STATE OF TEXAS
COUNTY OF ^TC�, ff�(1,}-
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BEFORE ME, , a Notary Public duly commissioned and qualified
in and for the County of �Q,l��',t,fL�- in the State of Texas came and appeared
� `�l Q.1C�� �!l,C�,� C 1 S�,r�. as rcpresented by,Z��-} (�,(,( l` SCY� , the
,
corporation's �� P,� l(�Q,(� . who decIares helshe is authorizcd to
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rcpresent ��Q�pi� �Q (' A('QD ��, C1 C' ,• pursuant to provisions of a resolution
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adopced by said corporation on the Q� day of , 19 �4
(a duly certified copy of such resoIution is attached to and is her�by made a part of this
documcnt).
��Ji( Wf� .�b�,�,�C7(1 �, as the representative af �D,�L`7 �{,I fl�.('D.�r_�_�'- �
dcclares that 11Q,� ���� ���, � assures the T�xas Water Deveiopment
ma�� a�q pa r�- �� �n �+ s
Board that it will constru�tC�.7p31CoY1ifQ(`k� project at F'-c5fk (,�r-�h , Texas,
in accordance wich sound construction practice, aIl Iaws of the State of Texas, and the rules
of che Tcxas Watcr Development Boazd.
GIVEN UNDER My HAND and seai of office this q�
199� A.D.
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My Commission expires _��-/ -b 1- ?,l�Z
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zSPaY P�94n JAMES L. BOWEN
NOTARY PUSL,IC
�^,.�e STAmE OF TF.XA�S
9fFOFt``� My Comm{ssian Ex�i,es 04-41•2002
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(9/14�9J)
CONi'RACTOR' S ACT OF ASSURANCE RESOLUTION
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I hereby certify that it was RESOLVED by a quorum of the directocs of the
�� �P��C�S ��-�tc . ,
�G 0� �C�OfID04
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meaing on rhe day of � � 19�, that i�.�`� �- �SC�1 ,
be, and hereby is, autiiorizcd to act on behalf of ,� �,�n ��� CQS, .� ,
. mme a��rponaoa
as iu representative, in all business transactions conducted in the State af Texas, and;
That aIl above resotutioa was unaaimously ratified by the Board of Directors at said .�
meeting and that the resoludoa has not bezn rescindcd or amended and is now in full forccs
and effect; and;
,
In authenticatioa of the adoption of this resolution, I subs�ribe my name and
affix the seal of thc corporation this
R � day of . I99,_.
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. ecr�tary
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(S/:.S1�9)
� Certificafion by Contractor
of �
� Labor Standards Comptiance
� Tn accordance with �tle 29, Sabtitie A, Part 5, Seciion 5.6(A)(1}, each monthly enginecring cstimate
must be accompanied by the foliowing ceztificate ezecuted by each prime contractor emptaying
� m�chuucs and I�borers at the wori�c site in which the federal govcrnment is to pazticipate:
D Dat� �
Estimatc Numbcr. for puiod to
� Name of Project Locatioa
DContract Nutnber Date Coatract Awarded
aState Revolving Fund Loau Number
�I hcrtby certify thai alI of the contract requircments as specificd nader the iabor standards have been
� .� -. complied with by: � .
j1 as principal contractor and by each subcontractor
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employing me�hanics or Iaborers at the site of the work, or there is a substantial dispute with respect to
the rcq�sired provisions.�
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Name vE Coatractor(Subcontractor
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� 1. This certification may be placed on the estimate or on a scparate shcet actaci�cd to the
estimate.
� 2. The'I'exas Water Development Board sfi�alI, prior to approving a voucher, sscisfy itself thnt
copies of tfiese cerr�cates are on file wich the owner.
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APPENDIX "B"
PERMITS/EASEMENTS
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� Form l023(Rev.09-93)
�prctvious �ersions Obsolete)
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APPROVAL
TO: City of Fort Worth - Department of Engineering
1000 Throckmorton Street
Fort Worth, Texas 76102-6311
c/o Mr. A. Douglas Rademaker, P.E.
Permit # 220-SS-306-99
Hwy. No. SH 183
Maintenance Section No. 10
County: Tarrant
Date: August 11, 1999
Reviewed & Issued By: G. Rodriguez
The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your
proposed 8" SANITARY SEWER LINE TO REPLACE EXISTING 6" AND 8" SEWER LINES as shown by
accompanying drawings and notice dated July 20, 1999, except as noted below.
ADDITIONAL REQUIREMENTS: MANHOLES AND COVERS SHA,LL BE FLUSH WITH THE
EXISTING GROUND SURFACE.
It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in
R or upon this highway: and it is further understood that the T�cDOT may require the owner to relocate this line,
U subject to provisions of governing laws, by giving thirty (30) days written notice.
� You aze requested to notify this o�ce prior to commencement of any routine of periodic maintenance which
requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and
methods to govern in trimming, topping, tree balance, type cuts, painting cuts and clean up. These specifications
Q are intended to preserve our considerable investment in highway planting and beautification, by reducing damage
due to trimming.
� The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum
inconveniences to tr�c and adjacent property owners. In the event the Owner fails to comply with any or all of
the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance.
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GENERAL SPECIAL PROVISIONS:
Special Requirements for installation of Utilities on Highway Right-of-Way
Backfill of Utility Trenches, Rev. Feb., 1971
Boring and Tunneling Requirements
Utility Construction Work on Saturdays and Sundays for Utility
Installations Authorized by Utility Permit.
Utility Policy Chart.
Details for Installing Underground Utilities in Vicinity of Trees.
REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting
from the proposed installation, the project area will be revegetated as indicated on the attachment.
The Utility Contractor shall contact the proper City Authorities prior to construction.
PLEASE NOTIFY GLYI�IIS RODRIGUEZ AT (817) 370-6585, 48 HOURS PRIOR TO STARTING
CONSTRUCTION OF THE LINE IN ORDER THAT WE MAY HAVE A REPRESENTATIVE PRESENT.
Te�cas Department of T'ransportation-Fort Worth
Steven E. Simmons, P.E., Distri Engineer �
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�gi•. : Perry G. Burnett �
District Right of Way Utility Supervisor
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�_ Notice of Proposed Installation
�"- U�ility Line on Non-Controlied Access Highway
M pw�YY��
Form 1023 (R�v.9•93) •
(Previous v�nion(s) ar� obsolet�.)
To the Texas Transportatiaa Commission Date July 20, 1999
c/o District Engineer
Texas Department of Transportation
Fort Worth. Tarrant Co , Texas
Formal notice is hereby given that The City of Fort Worth Water Department
Company proposes to place a- 8" Sanitary Sewer Lines to Replace Existing 6" and 8" Sanitary Sewer lines
line within the right-of-way of U.S. Hwv 183 (Enhriham Drive) in Tarrant
Texas as follows: (give location, length, general design, etc.)
Count3'',
Remove existing 6" and 8" diamete� sanitary sewer pipe and manholes and rep(ace [ines with 8" and Z2"
sanitary sewer pipe and new manholes, at various (ocations within the US ftighway 183 {Ephriham Drive)
Right-of-Way. The proposed improvements and locations are detaiied on the attached sheets as fot[ows:
City of Fort Worth Project No. PS46-070460410280, M-219 Drainage Area, Plan Sheets 8, 9 and t0.
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The line will be constructed and maintained on the highway right-of-wap as shown on the attached draaring and in
accordance with t.he rules, regulations and policies of the Teaas Departmeni of �ansportatioa (TaD(Yl'}, and ail
governing laws, including but not 2imited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and
the "Federal Historic Preservation Ac�" Upoa request by TaDO'I', proof of comgiiaace with alI goveraiag laws, rulea, and
regulations will be submitted to TxDOT before commencement of coastntction.
Our firm w�ill use Best Management Practices to minimize erosion and sedimentation resulting from the r.�r,.a;,1
installation, aad we will revegetate the project area as indicated under "Revegetation Special Provisions."
Our firm wilI insure ihat tr�c control measures compIying with applicable portions of the Texas Marcual of Uniform
Tra�'f "cc Controt Deuices wi12 be installed and maintained for the duration of this instal2atioa.
The location and description of the proposed line and appwrtenances is more fullq shown by
sets of drawings attached to this notice.
� Construction of this line will begin on or after the day of
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comple#e
By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the
Dconditions/provisions included in this permit.
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Firm
By (Print)
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Mr. Dou�tas Raclemaker, P.E.
�:�i . / ./_. �, •,•7� � !
Title
Address
Director, Department of Engineerin�
1000 Throckmorton
Eort Worth, 'I'ezas 76102-63I t
� Phone No. (817) 871 - 8240
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TEXAS DEPARTMENT OF TRANSPORTATION
DZSTRICT N0. 2
r SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY RIGHT-OF-WAY
�R (1) Coordination of Work with Highway Contractor or State Forces
If any portion of related highway is under construction, no Utility Owner's Forces
or Contractors shall enter within the highway right-of-way without first consulting
�- the Highway Contractor and making necessary arrangements to coordinate installation
of its facilities with Highway Construction.
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All work relative to installation of Utility Owner's facilities shall be conducted
in such manner as not to interfere in any way with operations of the Highway
Contractor.
The above requirements with respect to coordination of work with Highway Contractors
shall likewise apply to work being done by State Forces.
. (2) ChanQes in Location of Proposed Utilities
�° No changes shall be made in approved location of utilities within limits of highWay
right-of-way without prior authorization of Texas Department of Transportation.
(3) Adjustment of Utility Poles and Appurtenances
No deviations shall be made from the location of underground lines approved or
designated by the Texas Department of Transportation either during planning or
construction to avoid utility poles. Where such poles are adjacent to any proposed
� underground line, Utility Owner shall make necessary arrangements with other Utiiity
Qwners for moving poles and appurtenances and/or supporting same during trenching
� operations.
Any poles, anchors, etc. relocated to clear the proposed underground line shall be
moved toward the highway right-of-way line and location shall be subject to the
Texas Department of Transportation approval.
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(4) Submission of Proiect DrawinQs to State
Cr Prints of detailed drawings showing exact plan location and profile of underground
line shall be submitted to Texas Depart�ent of Transportation well in advance of
f� construction of line, for verification that location of line is in accordance with
requirements specified herein.
(5) StakinQ of Utility Lines in Advance of Construction
� Utility lines shall be staked well in advance of construction of line so that
Te:cas Department of Transportation can inspect staking to verify that alignmert
� conforms to requirements set out herein and that there is no conflict with highW2Y
Cfacilities.
Utility Owner shall give Texas Department of Transportation not less than 48 �ou�s
F� notice ahead of time when staking of line will be completed.
ROW Utility Section
January 28, 1992
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(6) Notification of Abandonment of Location Authorized by Permit and Assi�nment
of Authorized Location to Other Utility Qwners
It is expected that where the installation of utility line has been authorized, such
installation will be made within a reasonable period after approval of permit,
otherwise, the Texas Department of Transportation reserves the right to assign the
location originally approved for the line to another utility.
If construction of Utility line has not been started within 4 months after date of
approval, the Utility Qwners shall immediately notify the Texas Department of
Transportation whether it is still intended to install the line and the date
construction will commence. If the owner intends to abandon aI1 or any part of the
authorized location, the Texas Department of Transportation shall be informed
accordingly so that such abandoned location may be assigned to other utilities if
deemed necessary by the Texas Department of Transportation.
(7) Inspection by Texas Depart�ent of Transportation Representatives
Utility Qwners shall inform their forces or contractors that all utility
installations authorized by Utility Agreement or Pennit shall be subject to such
inspection and tests as may be deemed necessary by the Texas Department of
Transportation to verify that work is being done in accordance with the Texas
Department of Transportation requirements. All supervisory personnel shall be
instructed to furnish such information and cooperation as may be required to perform
such inspection.
(8) Copy of Permit on Job Site
A copy of the approved permit shall be kept on the site of the work at all times wher_
work is in progress.
(9) Full-Time Supervision and Inspection
The Utility Qwner shall provide competent full-time on-the-site supervisors or
inspectors for all utility installations either authorized by permit or covered by
utility agreement with the Texas Department of Transportation.
(10) Incorrect Location of Utilities
Any pipe incorrectly located during construction to conflict with any highway
structure shall be removed and laid in proper location at entire expense of Utility
Qwner.
(11) Protection of HiQhway Facilities DurinQ Installation of Line
All construction operations relative to installation of the pipeline shall be
conducted in such manner as to protect highway facilities from damage at a11 t:mes.
(12) Disposal of Excess Excavation and Ciean Up
Excess material from trench excavation shall be removed fron highway right-of-��av a�•=
job site cleaned up and left in satisfactory condition.
ROW Utility Section
January 28, 1992
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(13) Repair and Replacement of Riorap and Earth Slooes
f� Any existing riprap cut by trenching operations shall be replaced and surface of new
riprap finished to match that of existing riprap. Concrete riprap shall contain not
less than 3 sacks of cement per cubic yard of concrete. Reinforcing steel shall
conform to that of existing riprap.
� Slopes of highway cuts and embankments damaged by any operations relating to
installation of utility shall be repaired and restored to the exact contour existing
�- prior to initiation of the utility project. All earth placed in the restoration of
slopes, etc., shall be compacted to a density equal to or greater than that of the
original slope as directed by the Texas Department of Transportation representative.
(14) Replacement of Base and Pavements
Where removal of base and pavement has been authorized, all such base and pavement
shall be replaced as directed by the Texas Department of Transportation
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representative.
�� All existing pavement and related flexible or concrete base, which is to remain in
service either permanently or temporarily, or to be incorporated as a part of Lhe
highway project, shall be replaced.
(15) Repair and Restoration of Sodding
Where sodding is disturbed by excavation o
be replaced by mulch sodding on all slopes
be replaced by block sodding.
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(16) Installation of Lines Beneath Pavements
backfilling operations, such areas shal�
of 2% or less. All slopes over 2% sha11
No open cuts for pipe trenches shall be made across any pavement beneath main higaw�y
traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other
similar facilities unless specifically authorized by the Texas Department of
Transportation. Pipe shall be installed by boring and tunneling and all such
tunneling and boring shall be cased and pressure grouted to seal voids between casir.g
and adjacent earth.
Open cuts will be permitted across pavements of existing street connections, where
pipe trench is adjacent to and parallel with highway right-of-way line and where
pavement has not been recently constructed. No open cuts will be permitted across
such connections where new pavement has just been constructed without written
permission of the Texas Department of Transportation.
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(17) CasinQ of Lines
Utility lines carrying liquids or gases under pressure may be installed uncased '_�
accordance with the Texas Department of Transportation Utility Accommodation Pol_c�:�
Water lines crossing beneath culverts shall be cased and casing shall project 5'
beyond outside limits of culvert. Voids around casing, placed by tunneling or
boring, stiall be pressure grouted.
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January 28, 1992
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(18) Use of Explosives
No explosives shall be used within limits of highway right-of-way without written
permission of the Texas Department of Transportation.
Requests for pecznission to use explosives shall include the following information:
(a) Location of highway where use of explosives is proposed.
(b) Type and amount of explosives to be used.
If the use of any explosives is permitted, all blasting operations must be conducted
in such manner as to completely protect adjacent property and the traveling public
and not interfere with highway traffic. No blasting will be permitted in the
vicinity of any structures or beneath any pavements which are to remain in use.
(19) Protection of Hi�hway Traffic, Barricades, Warning SiQns, Etc.
No construction operations relative to installation of utilities will be permitted
within the limits of existing pavements carrying traffic, or shoulders adjacent
thereto, unless specifically authorized by the Texas Department of Transportation.
Excavated materials shall be kept off pavements at all times.
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Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided b�- �
the Utility Owner or his Contractor when necessary.
(20) Protection of Existin� Utilities
(a) Prior to selecting a location for a proposed installation or accepting a �
location suggested by the State for such installation, the Utility Company
shall take all necessary steps to determine that the location is not �
already occupied by another Utility and to determine that no damage will be
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done to existing Utilities.
(b) Prior to beginning actual construction operations the Utility Company shall
notify all other Utility Companies who may have facilities in the area so
they can determine if the proposed construction will conflict with or
otherwise damage their facilities.
(21) Use of Plastic Pipe and Nonmetallic Pipe
(a) Plastic pipe may be used for gas lines provided the internal pressure does
not exceed sixty pounds per square inch, they are encased from right-of-wa:_
line to right-of-way line on crossings and have at least thirty inches of
cover. The maYimum size of plastic pipe gas lines shall nut e:cceed six
inches.
(b) Where nonmetallic pipe is installed longitudinally, a metal wire shall 'oe
concurrently installed or other means shall be provided for detection
purposes.
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January 28, 199?
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? (c) Plastic pipe may be used for water lines provided the minimum depth is 30
inches. Encasement shall be as provided in Rule 21.45 of the Utility
Accommodation Policy.
�^ (22) Above Ground Appurtenances to UnderQround Utilities
Above ground installation, such as pedestals, fire hydrants, meters, etc., installed
as a part of an underground utility shall be located at or near the right-of-way
� line, well outside the highway maintenance operation area.
(23) Markers
The utility company shall place a readily identifiable and suitable marker at each
right-of-way line for highway crossings except where marked by a vent.
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January 28, 1992
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BORING AND TUNNELTNG
(A) GENERAL REQUIRII�SIIVTS
Pipelines crossing under surfaced roads and roads carrying traffic within limits
of highway right-of,way shall be placed by boring or tunneling, unless otherwise
specifically authorized by the Texas Depar�ent of Transportation.
Borings or tunnels shall be placed at such depths below bottom of pavements as
to provide sufficient depth of soil above hole for supporting superimposed live
and dead loads and also prevent collapse of supporting soil between hole and
pavements due to any boring, tunneling, or casing jacki.ng operations.
Boring and/or tunneling shall extend past roadway crown Iines and outside of any
shoulders adjacent to pavements.
Pits excavated for boring or tunneling operations shall be located so that any
possible sloughing of sides of pit wiZZ not ertdanger shoulders or pavements and
so that barricades can be placed as specified herein.
All operations and equipment relative to tunneling and boring shall be confined
to areas outside of roadway shoulders and away from edges of pavements by �
suitable barricades. Barricades shall be maintained clear of shoulders at all
times except that in no case shall the clear distance between barricades and
edge of pavement or face of curb be less than 8 feet.
� (B) BORTNG
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Where ma.terial beneath pavement is sandy or vnstable and will be subject to
caving, hole for casing shall be bored and cased siunultaneously and bored
material removed through casing. Cutting face of auger or drill shall not
project more than 6 inches ahead of casing and no water shall be used in
connection with drilling. �
Where material beneath pavement is stable and not subject to caving, hole for
casing may be bored first and casing inserted in hole immediately after
completion of boring if permitted by the Texas Department of Transportation.
Water shall not be used in conjunction with drilling if it in any way causes
stable material to cave or becoma unstable.
(C} TUNNELING
While hole is being tunneled, casing shall be jacked into place as operations
progress except as hereinafter specified.
Where necessary to use sectionalized steel liner plates, each successive ring of
plates shall be placed in position and completely bolted into place as soon as
excavation is completed far enough ahead of completed casing to receive the next
ring.
ROW Utility Section
January 28, 1992
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BORING AND TUNNELING (CONT'D)
Working face of
than 2 1/2 feet
Transportation.
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excavation shall not precede advancing end of casing by more
unless otherwise perrnitted by Texas Department of '�
No explosives shall be used within limits of highway right-of-way in conjunction
with tunneling except as specified under "Use of Explosives" covered elsewhere
in accompanying specifications.
(D) GROUTING
All voids around casing shall be pressure grouted��with grout consisting of
Portland Cement and washed sand and containing not less than 6 sacks of Portland
Cement per cubic yard of grout. Additional cement shall be added if workability
and/or stability cannot be obtained with proportions indicated. An air
entraining agent may also be added to the grout mixture to facilitate flow if
necessary.
Grouting shall be done i.mmediately after casing has been installed in hole in
order to avoid any shearing of soil and settlement of overburden above casing.
Means shall be provided for proving that voids are filled around 24" diameter
and larger casings in the event there is some doubt by the Texas Department of
Transportation that voids are being filled. On reinforced concrete casirrg this
may consist of holes drilling around inside of perimeter of casing and fitted
with removable plugs. On steel casing, removable threaded plugs may be,prauided
at intervals around inside peri.meter of casing.
No holes shall be drilled in pavement or shoulders for grouting operations.
(E) BORE PIT LOCATION
Bore pits should be located at Ieast thirty feet from the edge of the nearest
through traffzc lane and not less than twenty feet from the edge of pavement on
ramps. On 1ow traffic roadways and frontage roads, bore pits should not be less
than ten feet fronA the edge arf p,avement.or five feet from face of curb.
ROW Utility Section
January 2$, 1992
Sheet 2 of 2
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UTILITY CONSTRUCTION WORK ON SATURDAYS AND SUNDAYS FOR
UTILITY INSTALLATIONS AUTHORI7�,D BY U�ILITY PERM�
Except in case of an e�riergency as mentioned later herein, no work
which requires inspection by the Texas Department of
Transportation will be permitted on Saturdays or Sundays.
In the event the Utility Owner believes that �Saturday or Sunday
work is necessary due to an emergency, such as the necessity to
avoid complication in operation of owner's utility plant, or to
avoid delay of the Highway Contractor, such work will be
permitted providing that the Utility Owrier agrees to:
a. Obtain Texas Department of Transportation approval at
least 48 hours in advance so that arrangements can be
made to have a Highway Inspector present. Failure to
give such advance notice will be s�fficient reason to
not grant approval for working.
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c.
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Require his Contractor to have sufficient personnel and
equipment on the job to efficiently prosecute the work.
Have�owner's supervisor or inspector present on the job
at all times while the above types of uork are in
progress. _
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TRAFFiC SIGNALS AND TRAFFIC MANAGEMENT FIBERS
, NOTIFICATION IS REQUIRED 48 HOURS PRIOR TO THE BEGINNING
� OF ANY EXCAVATION WITHIN THE RIGHT-OF-WAY IN ORDER THAT
#j THE STATE MAY VERIFY THE EXISTENCE OF ANY ELECTRICAL
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WIRING AND/OR FIBER OPTIC CABLE. FOR ELECTRICAL WIRING
� LOCATES, CONTACT MR. JAMES WARD, TRAFFIC SIGNAL
� DEPARTMENT, TELEPHONE NUMBER (817� 370-6671.
FOR TRAFFIC MANAGEMENT• F16ER
O LOCATES CONTRACT, MR. BILLY MANNING, TRAFFIC MANAGEMENT
DEPARTMENT, TELEPHONE NUMBER (817) 370-6745. FAILURE TO
a PROVIDE NOTIFICATION WILL RESULT IN THE IMMEDIATE REPAIR AT
� THE GRANTEE"S EXPENSE.
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NON-CONTROLLED ACCESS HIGHWAYS AND FARM TO MARE�T ROADS
STANDARD REQUIREMENTS
Location - Hear RW line. Crossinge epprox.
perpeadicultr.
V^ent - Ac lea�t oc�e required.
Nerkers - Aequired.
Dep[h - 18" uaual aud I2" minimc� or � diam, of
using �mder subgrade. 30" cotal elear depeh ac
aII poiatr �+here encaeaed. 76" total clear depth
�+here nqt encaaed. (Longitvdiaai)•
6ncesement - Utider roadvays, dltchea nnd
s[ructutes.
Location - Near Rd7 Line. Crossings approx.
perpendtcular. '
!'wrkers - Required.
Depth - MLnimm 18" undcr nubgzade or 60" under
psve�eat snrface. 48" mSnSm� under dithces.
6zcep�loas may be aila+ed lf proceeted by
reinforced concrete slab.
Encasement - Hot teqvired LL vclded steel
eon�eructioa of heavier vall thiekaesa
a�/or hi�er •Crength sceel, coated and
vrapped, cathodiul2y procected a� other
oeasures-:� reqvired. •L1mlts of proteetloa
ere the same as that for eacasement.
�� Location - Hear RW line. Crossings approx.
perpendLcniar.
� DeA� - 18" usval aad 12^ miniaaaa or } diam.
W vader sabgrade. 24" total clear depcla belw
� surface. �
Encaeemen - Sme as for high presaure linee
�� or none i� cathodicsIiy prntected sad `gree
a� to ao Euture pavaeeac cnca.
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Loeacion - itear RR7 liae. Crossings approx.
perpeodicultr., .
aeV�h -!8" usual and 12" minimcaa or � diam.
undeY subgraEe. 24" tots[ clear depth 6eLw
+urCece.
Encasement - Under rosJv�ys to ce�[er oE diteh
and under medLans. Excepelon ellwed for vlde
c�edlnas. ExecptLon alla+ed fur vlde a+ediaas,
for oipe for 30" or greater diam. under lo�+
volume rwdveys, and under side road entrancea
vhere Jus[ifled by treCfic, roed conditlon, and
local practLce.
Locncton - Neet Rp.l line. CrossLngs epprax.
pe rpend Lcu le r.
UeD� - 18" usual and 12" minimua oc � diam.
under aubgrade. 2%." cocel clear depth belov
surfece,
Encesem.�nc - On(y if undrr pcess�rc or dcea noc
�+eec scandards. IE encased, came as vater Lines
Mecertels - Cest tron oe equel at crossLngs of
h1Kh voLume roedvayx. Ochers pezmic[ed for
longltudlnel linee end croasing� of la+ volume
coeCveys_
EXCEPTIONS FOR EXISTING I,Z�S
Locatlon - Hay deviate frao perpendicular,• Urban
loubltudiasl liaes may remaiu except under�roadvaya_
DeD� - Ninim�an total deptl� of 24" if eactaed or
70" if aot eacased asay be pet�mlt[ed.
Pp�p'e �t - Hay be amitted on lw volume paxm to
lterke�oad� aad iw volume highvays if proteeted
b� a roinforeed eonerete aLab or if 6' under p�avemenc
eutfaee aad 4''under diteh. .
Location � Near RW 11ne. Crossings apprax.
perpendiculer.
DeAth - No exeeption� permitted.
Enease�pt - Not reqaired if velded sceel car
atrue[foe of henvler vall thickncs�'end!or hLgher
streagth steei. eoeud and vrepped, cachodieally
protected and other measures as required. LSmlta
of psotectloa saoe as th�� for encasemenc. Sueh
increased aeasures ooc requtred on la� vulumc Farm
co Harket Roads and Lov volume highvays iE proceczed
by a reiaforced coacrete sla6 or if 6' under pave-
meat�surface end 4' under ditth.
Loeatioa - liar•deviate froa perpeadiculdr. Urban
longiivdinsl'liaes'-may remain ia plsee except'vader
any roadvay Co be (ze) eonsiructed� prwided there
v1I1 be aa.fu[ure pnvement cuts.other than oa Iov
volume roads: ., ' .
DCpth�- Hinime� Eo4I depth of 18" may be pecmitted.
EacecemenG - Ho exeeptioa penattted.
, .Location :-„Msy .deyierx;:.fram perpendicular. •Urbm
•;2oagitudinsL.liees:msy-�remaia in place e�ceepti
under nny roadvay to be•�(te):-coostructed.� prwid�d
aeasures are takea"to-avofd Euture p:vemenC cuta
on any high volume roadvay.
DCpth - titnimum tatal depth of 18" may be pecmicced.
Enensement - Hay be omitted for pipe oE 24" or
greater dtam. under lov volume roeds.
Loce[ion - May deviaCe frarn perpenAtcular. Urbe ❑
longitudinal lines of sacisEaccory Quelicy mey
recuSn aC any lucatlon provided menholes can be
satiaEactorily adJusted and meas�ree ere Cakee c o
avoid fut�re pavemeac cucs.
?1e[erinls - Requtrecients Cor metertels cey be
e
vaived iE LLae i� of sacisfac[ory queiic}'.
Dep[h - HinLanm+ Cocal depth of 18" mey be perml ��eE.
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IION-CONTROLIED ACCESS HIGH�IAYS APID FARM TO MARKET ROADS
s,��� �QU��� EXCEPTIQNS FOR EXISTING LIt1ES
�nctnn - i��Rltudiwl--1' tu ];-•tra� R(L ar
b�hlnd wtor curb. Ehort •:uption� pQc'Ritc�d.
Cto��Lna�•-No pol�• ia w61aa. Pol�� 1' to �'
frw RW cc behind oucer eurb, vich vari�tian
permi[ted oaly vhec� ItW i• wer �00�. Crou-
Lag• �hall be apprmc. perpendicvl�r. AC
•truccvrc, reroate arw� �PProache• or auffl- -
cisac to prwide 1S0' horisont�l or 30' verti-
esl cle�rance.
Verticel Clearanee' - 18' foc ea�ateseion line•
end 22' or �reeC�r ae reQutred by Isv for pow r
lln��.
ZYoe oE Conacnietion - inal[ltudinal lio�t �haLl
be •infle pol� coa�truetian. �
. I,�.:nti�� - 14�y doviwtu Et� y+�•cpendicul�t.
Y•rcicRl clr.r�nce - No cxceptian penitced.
'ho� o[ Con�eructloa - l�o exception peraitted.
Loeacian - Ne�r RW line. Cros�ins� •pOr�•
pespeadieulae. Loafitrediasl L�s�e� �al' b�
ptaeed by plaKas or op�n CreRch.
Nerkcn - 1MQuired.
iXp�h - Id" u�ual and 12" ■iniwe or � dLan.
o! ea�lns ander rubgrade. ]0" coc�l cl�ar
d�pth te �I1 poLnt� �+ere •nca�ed. 16"
tot41 ei�ar d�D�h �h�n ^oe �aew�sd.
T����.M,nt� - t1�y��= so�dv�rs. diteh�• aid
atruetnr��.
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�� «�_ wy de�iate fron petpendicul�r. Urban
Lonsttudin�l lius �ar re�ela except uadcr roaQv:��.
pepth - Ninira toeil depth ef 2��� if •nea�ed or
30" if not eacased w7 ba pernict�d.
T.ncw+eaenc - lSay be o�ltted on Lc*+ volwsm Parm co
riarkec uoed. end Ic*r valvme til8t�vay if pcocecceal
hy a roinfnrcod coner�_tc slal+ or iC 6' undar �nv�-
.amC wi�rloeo and 4� ue+d•r d1Ceh.
Z . I,oeatlon - Ne�r ROit lln�. Croa�iap spproz. Loc�tlon - ttay deviate froe peryea6lcular. Vhere
O pecyendLcular. encasesent �ot io�talled. ucilLty �hould s=ree co ao
Q E,�"�„� Denth - Id" an6er piveeeaC. 24" out�tde pave- p�vemenc cuu., Loc�ieudinal linea �a7 remain e:cept
O.y wunc •rea, inelvdlnit dtcehe�. under cencer �edi�n�, throa6d-tr:ffie roadvar� or
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Rev. 8-75
Pla te 8
Sheet 59 of 61
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City of Fort Worth, Texas
A ar And aunc�l ammun�cAt�an
�� y C C
DATE REFERENCE NUMBER LOG NAME PAGE
12/21 /99 **C-17784 30AZLE 1 of 2
SUBJECT AWARD OF CONTRACT TO KEBO SERVICES, INC. FOR MAIN 219 DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3,
CONTRACT 1) PART 7, UNIT 3
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Kebo
Services, Inc. in the amount of $505,839.00 for Main 219 Drainage Area Sanitary Sewer System
Rehabilitation and Improvements (Group 3, Contract 1) Part 7, Unit 3.
DISCUSSION:
On May 13, 1995 (M&C C-14834), the City Council authorized the City Manager to execute an
engineering agreement with RJN Group, Inc. to prepare plans and specifications for the reduction of
inflow/infiltration in the sanitary sewer Main 219 drainage area.
This project is part of the City's Integrated Wet Weather Wastewater Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The project is generally bound on the north by Azle Avenue, on the south by NW 24th Street, on the
east by Rosen Avenue and on the west by Ephriham Avenue. The neighborhood streets that will be
impacted by construction are Ephriham Avenue and NW 26th Street.
The proposed improvements consist of the replacement of approximately 2,600 linear feet of 8-inch
diameter sewer pipe.
The project is located in COUNCIL DISTRICT 2, Mapsco 61C, D, G and H.
The project was advertised for bid September 16 and 23, 1999. On October 14, 1999, the following
bids were received:
BIDDER
Kebo Services. Inc.
William J. Schultz, Inc.
d/b/a Circle "C" Construction Company
Cleburne Utility Construction Company
B & H Utilities, Inc.
AMOUNT
$505.839.00
566,814.00
573,554.50
665,213.00
TIME OF COMPLETION
100 Calendar Days
In addition to the contract cost, $36,000.00 is required for inspection and survey and $16,000.00 is
provided for project contingencies.
Kebo Services, Inc. is in compliance with the City's M/WBE Ordinance by committing to 10% M/WBE
participation. The City's goal on this project is 9%.
City of Fort Worth, Texas
�I�Ayor Af1d Caunc�l C,ammun�cAt�an
� DATE REFERENCE NUMBER LOG NAME PAGE
12/21 /99 **C-17784 I 30AZLE I 2 of 2
SUBJECT AWARD OF CONTRACT TO KEBO SERVICES, INC. FOR MAIN 219 DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3,
CONTRACT 1) PART 7, UNIT 3
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as app�opriated, of
the State Revolving Fund-Sewer.
MG:j
'Submitted for City Manager's
Oftice by:
Mike Groomer 6140
Origiaating Department Head:
A. Douglas Rademaker
Additional Information Contact:
6157
�.. Douglas Rademaker 6157
� FUND � ACCOUNT I CENTER I AMOUNT I
I (to)
�
. . �
�
� (from)
� PE42 541200 070420416930 $505,839.00
CITY SECRETARY
A�PPROVED
CfTY CO�NCIL
OEC 21 1999
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City SecrQfaxy of the
Clty'of Fqrt Worti►,'lbues
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