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Sewer Proje�t No. PSS�-07U580���� �,��►�������
D. �_ E, l�Io. 2717
�U� 1"EkR��i�
City IVIa�-��g�r
i�uGa A. MA�liG,�i, P.�.
Drr�ctor or
Tr�ansp�►taiian and ?uhlic Vl/orks
in the
City of For� W�rt�, T�x��
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K�NNE7�i $AFiR
Mayor
LEE �. BRADL�Y� JFS.r PoG.
DirecPor
Water L�apaitrne9�t
A.. QGU�Lr�S F�AI7EMRI�,Y4�fl�F, i�.�.
Directar
Department af E��gine�rin,q
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Co�~rsultin�x �ngineers
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Fart VVortf�, Tex�s T6118-7 ; 2�
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City of Fort Worth, Texas - ,� ._
Mayor and Council
Communicati�an
DATE REFERENCE NUMBER LOG NAME PAGE
� 2�7�99 �`*C-17767 � 30DON I 1 of 2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF ONTRACT TO KEBO SERVICES,
INC. FOR SANITARY SEWER MAIN 163 REHABILITl�TION
RECOMMENDATION:
It is�recommended that �he City Council:
1. Authorize the City Manager to transfer $450,201.75 from the W�ter & Sewer Operating Fund to the
Sewer Capital Projects Fund; and
2. Adopt the attached appropriation ordinance increasing estimate� receipts and appropriations in the
Sewer Capital Projects Fund in the amount of $450,201.75 from �vailable funds; and
3. Authorize the City Manager to execute a contract with Keb� Services, Inc, in the amount of
$401,701.75 for Sanitary Sewer Main 163 Rehabilitation.
DISCUSSION:
On January 13, 1998 (M&C G16534), the City Council authorizeld the City Manager to execute an
engineering agreement with RJN Group, Inc. to prepare plans an�l specifications for the reduction of
inflow/infiltration in sanitary sewer Main 390 drainage area.
The project consists primarily of the replacement of the following sewer main which was identified as
being in need of replacement by RJN Group, Inc. ; �
Main 163 Beginning from the Donnelly Avenue/Bourine Street intersection, northerly 150 feet, then
westerly 550 feet in the alley located between Curzdn Avenue and Donnelly Avenue to
Faron Street, then northerly along Faron Street t the Faron Street/Lovell Avenue
intersection, then westerly along Lovell Avenue t the Horne Street/Lovell Avenue
intersection, then northerly 150 feet along Horne Stre t.
The proposed improvements consist primarily of the replacement f 2,200 !ir�ear feet of 8-inch sewer
pipe. The project is located in COUNCIL DISTRICT 7, Mapsco 74M and 75J.
The project was advertised for bid September 2 and 9, 1999. On September 30, 1999, the following
bids were received: �
BIDDER AMOUNT
Kebo Services. Inc. $401.701.75
Conatser Construction, Inc. 474,228.50
Long Construction and Engineering, Inc. 530,730.00
B&H Utilities, Inc. 633,664.00
T(ME OF COMPLETION
90 Calendar Days
In addition to the contract cost, $28,500.00 is required for inspection and survey and $20,Q00.00 is
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City of Fort Wo�th, Texas �� •
Mayor and Council
� Communication
DATE REFERENCE NUMBER � LOG NAME PAGE
� 2�7�99 **C-17767 30DON 3 of.2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO KEBO SERVICES,
INC. FOR SANITARY SEWER MAIN 163 REHABILITATION
3) PS58 541200 070580174900 $401,701.75 I ORD. NO. 14019
Additional Information Contact: 1) PE45 538070 0709020 $450,201.75 �
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A. Douglas Rademaker 6157
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� SEP-�9-99 WBD 1�02 PM F,W, DEPT, ENGINEERI�G
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CITY OF FOk�T W�RTH
D��A]2TMENT O� E�iGINEERING
ADriENllU�I NO.1
TO THE SPECik'ICATION5 AND CONTRACT 170CUMENTS
FOR
SANITARX S�WER M-163 REHA�ILITATION
SEWER PROJ�CT NO. �SS$-070580174900
D.O.E. NO. 271'7
Bid Receipt Aate -- Se�tenaber 30, X999
1. Bidders are hereby notified of tkae �'allowing:
FRY PdO, 8J 7 871 785� P, [
Septembez� Z9, x999
a Qn the Comprehensive N�tice To Bidders a.nd it�m No. 11 of tlae S�eczal T�structic�ns to
Bidders (Water Department} prospective bidders shall revise the fixst sentence of the
paragraph pertainirag to MiWBE requiremezats to read as follaws: " Z� aceoxdance with the
� Giry of Fort Worth Oz�dinance, No. I��7�, as amended by C�rdinance No. 13781 the City
of �'ort Woz�tk� �as goals.........."
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No other parts of the plazis or contract docu�rAer�is are hcreby ck�anged.
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R�C�IpT ACKN�WL�I7GEp:
B�: �
peparkzx�e�t of Engineerirzg
Rick Trice, P,E.
Manager, Consultant Services
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Adde�dut� No. 1
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CONTRACT DOCTJi�NTS
SANITARY SEWER MAIN 163
REHABILITATION
SEWER PROJECT N0. PS58-070580174900
D.O.E. No. 2717
CITY OF FORT WORTH
TARR.ANT COUNTY, TEXAS
AUGUST 1999
I hereby state that these Contrac� 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�r��Flt�d @'
%-o� :,. 83867 ,: �4 �,, �.
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� MD SHAMSUL A.REFIN
Date : $� 3� ��� Registration No. 83867
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LE �30 �i�t dl ct �y____�,,l�.�J�.
Contractor
�DO$ t-� i4�.� �o W. �c,c:-�� 10�
Street Addres�
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City & State
�'1�7 -s�a-94o6
Telephone
�ag�w�" � ( t,,��o,�
Contact Person
CONTRACT DOCL7MENTS
SANITARY SEWER MAIN 163
RE HI�B I L I TAT I ON
SEWER PROJECT N0. PS58-070580174900
D.O.E. No. 2717
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
RJN GROUP, INC.
CONSULTING ENGINEERS
FORT WORTH, TEXAS
August 1999
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TABLE OF CONTENTS
Part A- Notice to Bidders .
Detailed Notice to Bidders
Special Instructions to Bidders
Part B- Proposal and M/WBE Section
Part B - Proposal
M/.WBE Specifications
Part C - General Conditions
Part C1 - Supplementary Conditions
Part D - Special Conditions '
Part DA - Additional Specials Conditions
Standard Details
Part E - General Specifications for Water Depari.ment Projects
(Not Bound Herein)
Part F -
Part G -
APPENDIX A
a. Certificate of Insurance
b. Contractor Compliance with Worker's Compensation law
c. Payment Bond
d. Performance Bond
e. Maintenance Bond
Contract
- SRF Requirements
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NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: SA1vITARY SEWER MAIN 163
REHA,BILITATION
SEWER PROJECT NO. PS58-070580174900
D.O.E. No. 2717
54 LF of 8" D.I.P. Open Cut, 787 LF of 8" D.I.P Other Than Open Cut,1354 LF of 8" PVC
Open Cut,12 Manholes and Related Appurtenances.
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at
the Purchasing Office until 1:30 p.m., Thursday, Sentember 30. 1999, and then publicly opened
and read 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 Plans and Documents will be provided for the deposit of Fifly 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 Mr. Md Shamsul Arefin, P.E.
RJN Crroup, Inc., at (817) 595-2199 ext. 18 or Mr. Mike Domenech, P.E., Project Manager, at
(817) 332-5474 e�. 39.
Advertising Dates:
September 2, 1999
Sentember 9. 1999
Fort Worth, Texas
NTB (1)
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DETAILED 1�OTICE TO BIDDERS
Sealed proposals for the following:
FOR: SANITARY SEWER MAIN 163
REHABILITATION
SEWER PROJECT NO. PS58-070580174900
D.O.E. No. 2717
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the
Purchasing Office until 1:30 P.M., Thursday, Sentember 30, 1999, and then publicly opened and read
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 discrimina.tion 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 Instxuctions to Bidders.
The major items of work on the above project are:
54 LF of 8" D.I.P. Open Cut, 787 LF of 8" D.I.P Other Than Open Cut, 1354 LF of 8"
PVC Open Cut,12 Manholes and Reiated Appurtenances.
Included in the above will be a11 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 will the award be made until all the necessary investigations aze made as to the
responsibility of the bidder to whom it is proposed to award the Contract.
This document is designed as one (1) contract document and proposal and shall be construed as being
a package. The Proposal Sections are designed as one {l) proposal and to be awarded to the
responsive low bidder.
Bidders are responsible for obtaining a11 addenda to the contract documents and acknowledging
a receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that
do not acknowledge receipt of all addenda may be rejected as being non-responsive.
Information regarding the status of addenda r�ay be obtained by contacting the Department of
� Engineering at (817)871-7910.
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DETAII.ED NOTICE TO BIDDERS
"Any Contract or contracts awarded under this Detailed Notice to Bidders is expected to be funded
in part by loan from the Texas Water Development Board. This Contract is contingent upon release
of funds from the Texas Water Development Board. Neither 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."
In accordance with City of Fort Worth Ordinance No.11923, the City of Fort Worth has goals
a for the participation of minority business enterprises and women business enterprises in City
contracts. The Bidder shall submit the M/WBE UTII.�ZATION FORM, PRIlVIE
CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM
� ("Documentation"), as appropriat� The documentation must be received by the contracting
department no iater thaa 5:00 P.M. fve (5) business days after the bid opening date. The
bidder shall obtain a receipt from the appropriate employee of the contracting department to
rj whom t6e delivery was made. Such receipt shall be evidence that the Documentation was
�.� received by t6e City.
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The Managing Department for this project is the Department of Engineering.
For additional information, please contact Mr. Md Shamsul Arefin, P.E., RJN Group, Inc. at (817)
595-2199 ext. 18 or Mr. Mike Domenech, P.E., Project Manager at (817) 332-5474 ext. 39.
BOB TERRELL
CITY MANAGER
GLORIA PEARSON
CITY SECRETARY
A. Douglas Rademaker, P.E., Director
DEPARTMENT OF ENGINEERING
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BY� p/1 S a �i
�o(' Rick Trice, P.E.
Manager, Consultant Services
ADVERTISING DATES
Sentember 2. 1999
Sevtember 9,1999
Fort Worth, Texas
DNTB (2)
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SPECIAL IIVSTRUCTION TO BIDDERS
(WATER DEPAR'I'MEN'i'�
1. : All contra,ctors submiuing bids ue rtquiied
to be prequalified by the Fort Worth Watez Department prior to submitting bids. Thi=
prequali,fication process will estsblish a bid limit basad on a txhnica! �valuation �ad
finulcial usalysis of the conua�ctor. It is chc biddcr's responsibility to submit the foilowing
documcaration: a current fuiancial statemer�t, an acczptable ezperierice ra�rd, aa
uacc{�tabie equipmerit schedule uid any other documents ti�e D��artment may deem
necessary� to the Dirxtor of the Water De�artment at least severi (� calendar days prior
t� the date of the apaiing of bids.
(z) The 5nancial �t required shall have bax� r.�,�.�„1 by an inde�dmt axtified
public uxountaat or aa indcpeadrnt public �ccounrant holdirig a valid permit issued
by aa �,r.,,ra.'2te State lica�sing aget�cy az�d shall have bea� so r,.��...,,i u to reflect
the financi�l status of the submiming company. This statemeat must be cunrnt aad not
mora thaa one (1) year old. In the rase that a bidding date falls within the tune a naw
statemait is being r.�.�,d..d, tha �Crevio'us st�temdit �s�hall be �pdat�d by Pr�optt
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(b) For an experieaa rabrd to be co�iderai to be ace�table for a givcn projed, it must
� reflcct tfie e�periaiae of the firm seeldng Qualification in wor3c of both the same na�u�e
and technical level as thai of the praject for which bids are to be rxeived.
r(c) The D'uxtor of �e Watet Departrneat shall be the sole judge as to the accc�tability
� for finanGial qualification io bid oa uiy Fort Worth Water De�artrneat projoct•
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(� Bids rcaived in exass of t�e bid limit shall be oonsidere�d non-rrsponsive and w�l be
rajccted zs such.
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(e) The City, in it's sole discretion, may reject any bid for failure to demonstrate
experience and/or Gtpertise.
(t� MY r.,,Y�.►dls submitt�d by a non-p�qualifed biddcr shall be returned unope�d, and
if inadverter�tly operiod, shall not be considcred.
(g) The Ciry will utempt to nodfy prospactive bidders whose qualifirations (financial or
expesieacx) are not deemed to be a�proPriate tn the natur� and/or magnitude of the
pmject oa which bids u+e to be rxeivod. Fi►lure co noafy shall nat be � wdiva of any
"c�essarY P*��ation. - t -
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2. ' : A ruhier's check ot �ocxptable bidda's bond payabte to the City ot
Fort Worth in an �mo�unt of not 1eu than 6ve pesa,�t (S %) of the Iar�est �possiblt totrl ot
the bid submittad must iccompany the bid, a�d is subject co forfdture in the evcnt dse
successfu] bidder fails to ezecute thc Contra�:t Docvments within (10) days ai%s tiu
conoract has bee� awu�dad. To be an accegtable sunety oa the bond, (I) the narne of ttu
surery si�all be includad on the current U.S. Trasury, ar {2) the surety must have capitat
and surplus cqual to ten times the limit of th� band. The surery must be�ic�scd to do
busirx,ss in the State of Tezas. The amount of the bond shall not ezcxd the amount shown
3.
4.
S. AMBIGiTt'I'Y; In the case of ambiguity or 3ac1c of cleamess in st�ng pricxs ia the
� . Proposal the City reszrves the right tn �dopt the most advaatageoi�s const�uction thatof
to the City or to rejxt the Proposal.
� : 6. BIDDER L?CENSE; Bidder musi be a liccnsed Cont�a�ctor in the St�te of Tezas.
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7. rIONRESID�V'T BIDDIItS: Puryvant oo Article 601g, Tcxas Rcvi.sed Civil Statutes, tfie
� City of Fort Worth will not award this cont=aci to a nonresidait biddcr unless ih�
nonresidait's bid is Iower thaa the lowest bid submittod by a responsible Texas nsidmt
bidder by the saitse amount that i Texas �+e,sideat biddex aouid be requirad to undabid �t
nonrasident bidder to obtain a comparable cantnd in the StaLe in which the nanrGsidaat's
principal ptacz of businass is locatcd. �
"Nonrtsident bidder' means a bidder whose� princi�at pla� of business is not in the State
of Tezas, but e�ccludes a eontr3ctor whose ultimate pu+ent company or majoriry ownes has
oa the Treasury list or ono-tenth (1/10) the total capital and surplus.
B4NDS: A perfarmanca bond, a paymrnt bond and a maintenance bond cach for one
hundr�ii (1009�) percazt of the contnct prica will be itquired, Refa�esice C 3-3.7.
W A GE R�'T� : Not less than the prevailing wage rate.s e.srablished by the City of fort
Worth, Teacas and as set farth in the cont:a,et documeats must be paid on tliis project.
ics principaI pIaca of business in the State of Texas.
'Ihis provision does not app[y if this conoract involves Foderal funds.
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The agproQriate blanks of the Proposal must be filled out by all nonresider�t biddexs Lt
0 ocda for the bid to meet specificadons. The failure of a nonresident contr�ctor to do �o
. will automadcally disqualify that bidder.
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pg�: If the c�tra�ct amount is 525,000 or less, the cantra,ct amount shall be paid
within forty-five (4� calendar days aftu completion and acceptance by the City.
9. dSrE: In accordance with the policy ('Policy') of the Ezxutive Branch of the F�dtsal
Govcrnrnrnc, Contractor covrnants thas ndther it, nor any of its officr�z, membas, ageats,
employees, program pazticipants or subcontra,ctors while engagod in performing this
con�a,ct, shall, in connection with the ` employment, advancement or discharge of
employee,s in connecaron with the taTns, conditions or privileges of th«r employmait,
discriminate againsi pa�ons bocause of their age excxpt on the basis of a bona fide
axupational qualific�tion, retiremait plan, or statutory requiremeaL
Contractflr furtber coveaants ihat ncitha it nor its officers, members, agents, employxs,
subcontracion, program garticipants, or persons arcting on their behalf, sha,ll spxify, in
solicitatioas or advatisemeais for employxs to worY on this contract, a mazimum age
Iimit for wch employmeat unlcss the spxificd maxim�m age Iimit is ba.scd ugoa a bonat
fide occupational qualification, re�remeat plan or statutory r�cquir�ments.
Con�acior warr�ts�ts it will fully comply with the policy and will defend, indemnify and
hold City hazmless �ainst any claims or allegations userted by third pazties or
� subcontra�etors andlor its subcontzactors' alleged failure to comply with the above
refennced PoIicy conarning agc dis�riminatian in the p�xforn�anca of this agrxmeat
20. : In �ocor�ance widi the pravisioas of the Americans With Disabilities Act
of 1990 ('ADA'), Contr�cior wari-ancs thai it and any and all of its subcon�acLors w�l aot
unlawfully discriminate on; thc buis of disabiliry in the provision of services to the
genaal public, nor in the avaiIability, terms and/or condidons oE employment for
applicants for employment with or employers of Contractor or any of its svbcontra�etors.
Contractor warrants it will fully comply with the ADFA's pmvisions and any other
a�plirable FederaI, State and Iocal laws concerning disability and will defend, inde,cnnify
and hold City harmless against any claims or allegadons assert�d by ttu.rd parties or
subcontracton against City arising out of convactor's andlor its subcontractors' allegod
fail�ut w compiy with the above referenccd Policy concerning a,ge discriminaaon in the
perfornianca of this agre�menc.
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1�, MINp�i1'Y AND �VpME� B� jSINE�S EN'TERP�: In accordance with the City
of Fo�t Warth Ordinance No. 11923 the City of Fort Worth has goals for the participation of
� minority busiaess enterprises and women business enterprises in City contracts. A copy of
the Ordinance can be obtained &om the O�ce of the City Secretary. The bidder shall
a submit the MBEIWBE UTILIZATION FORM, PRIME CONTRACTOR WANER FROM
and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. 'Ihe
dacumentation must be rcceived no later than 5:00 P.M., five (5) City business days after the
�"j bid opening date. The bidder shall obtain a receipt from the appropriate employee of the
E..1 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
Q 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 andlor examination of any books, records or files in its possession that
a 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 initiati.ng action under
Q appropriate federal state or local laws or ordinances relating to false statements. Further,
any such misrepresentation (other than a negligent misrepresentation) and/or comumission of
fraud will result in the Contractor being determined to be irresponsible and barred from
� participating in City work for a period of time of not less than three {3) years.
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MIWBE Specifications
Proposal
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. �� 1 H� � C��,� w�rrwcxMErrr in
��9 SEP p�e� i ar2
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ci of Fort worth ��� 1 �'�9
Minority and Women �usiness Enterprise Specifications �
� MBENVBE UTJL1?ATION
� 1GE r3 0.s�ezv�c t s, .�iJr• L'!%o��J 1�
PRIME COMPANY NAME BID DATE .
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�. Jr. /h4 i tif �% 3 �ts et�8.
PROJEGT NAME
�Q5 �� � o�o�Sor7�qoo
PROJECT NUMBER
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QGo 1✓ /VSTd.t�-e,rio•►� /y?�;.n►�,� $l�,t�/v�t� s �..
.�P 3. -�L6 I FM /!� L ,��E- u�u,k ,��.�s��1�..�G.�� 1— �, 2 0 00 .°
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,(') Acc�ptabte certirying agencies, piease spectfy:
('") Only flrat and second tier acceptable
(NCTRCA) Nortfi Ce�rtral T�xas Reglonal Certiflcation Agency
(TXDO� Texas Departmarrt oi Transportation (Highway Dlvislon}
MIWBEs must be located In the 9(niney couMy marlcetptace or
curt�endy dolnfl buslneas In the maricetplac� at dm� of bid. •
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THIS FORM �= BE REC�IVED BY THE MANAGING DEPARTMENT BY 5:00 pm, FIVE (5) CI7Y BUSINESS
DAYS AFTER BID OPENING
Rev. TH6i96
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ATTACHMENT lA.
P��e 2 of Z
. city of Fort wortn
Minority and Women Business Enterprise Specifications
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y:::Cti't�'�`:> �..::..::�ii:�:ti1�'���i��i;fai:�t:��ii�����_:�;
....:��11�..:..::,,::::::: l: .:::::.::::::: �,.;,:,; :�....;..:::.� :...
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:,::AsTdte�s'`�:�itit��'�'�ie` ��Ii�iti�i�:::N�s:��::�>A:
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The bidder iurther ag�ees to provide� dtrectty to the City upon request, complete and nccurate
tnfortnation regarding actuai wocic performed by All subcontnctors, including MBE (s) andlor WBE(s)
arrangements submitted with thts bid. The bidder atso agrees to allow an audit �nd/or examination oi
any books, records and files held by thei� company that will sustantiate the actual work performed by
the MBE(s) andlor WBE(s) on thls contract, by nn autho�fzed �offtcer or employee of tyhe Cfty. 'Any
wtliful mtsrepresentation wili be grounds for teRninating the contract or debacment from City work for
a period of not tess than three (3) years and for intiating �ction under Federal. State o� Locs�l laws
concerning false ztatements. .
L Es and WBEs MUST BE CERTIFIED BY THE CITY BERORE CONTRACT AWARD
i�G'2s'� , 1��/30 -SGr�r/it�S �. .
Autho�ized Signature Company Name
���/DEN � l � // /�'y'
Title
Date
Rev. 7H6196
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PART B - PROPOSAL
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:
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Sanitary Sewer Main 163
Rehabilitation
Sewer Project No. PS58-070580174900
D.O.E. �#2717
The major work on this project shall consist of:
54 L.F. of 8" D.I.P. Open Cut, 787 L.F. of 8" D.I.P. Other Than Open Cut, 1354 L.F. of
8" PVC Open Cut, 12 Manholes,
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 th� project and understanding the amount of work to be done, and the prevailing
conditio , hereby proposes to do all the work, furnish all labor, equipment and material
except as specified to be furnished by the City, which is necessary to fully complete the work
as provided in the Plans and Contract Documents and subject to the inspection and approval of
the Director of the Department of Engineering the City of Fort Worth, Texas; and binds
himself upon acceptance of this Proposal to execute a contract and furnish an approved
Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may
be required by the Contract Documents for the performing and ompleting of the said work.
Contractor proposes to do the work within the time stated and f r the following sums:
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�M-163
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH U1�TIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
1 54 LF 8" D. I. Sewer Pipe {All Depths)
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Dollars &
� Cents per LF
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3
787 LF
1354 LF
* Contractor must complete
Ciry Approved Product Form
On Page M163-14
8" D.I. Sewer Pipe by
Other Than Open Cut
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Dollars &
� Cents per LF
*8" PVC Sewer Pipe (All Depths)
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Dollars &
� Cents per LF
M163 - 1
$ �3 °'� $ �G' `� Z�.�
$ i���� $ 137��Z��
$ b t�°-°` _ $ �� �j��G'�'
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M-163
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
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10 EA
70 LF
Insta.�l Cleanout on Private Property
(2 C.O. Per Service Connection)
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Dollars &
� Cents per EA
*4" PVC Sewer Service Pipe
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Dollars &
�' Cents per LF
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650 LF *4" PVC Sewer Service Pipe
on Private Property
r �
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. Dollars &_
%lJ Cents per LF
* Conhactor must complete
City Approved Product Form
On Page M163-14
M163-2
$ �� �� $ .Z� Do �
$ � �° " $�os
?�2° ° ��, 3eed
$ °� $ ��°
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M-163
PAY APPROXIMATE DESCRIPITON OF ITEMS WTTH UNTT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
7 20 LF *6" PVC. Sewer Service Pipe
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Dollazs &
� Cents per LF
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20 LF
6" D.I. Sewer Service Pipe
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Dollars &
� Cents per LF
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70 LF
* Contractor must complete
City Approved Product Form
On Page M163-14
4" D.I. Sewer Service Pipe
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Dollars &
� Cents per LF
M163 - 3
$ a�`'
$ 3.5�'
$ ,�oo�
$ %Do �'
$ 3�� $ �2380 �.•
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M-163
APPR07�MATE DESCRIPTION OF TTEMS WITH UNIT AMOUNT
QUANTTTY BID PRICES WRITTEN IN WORDS PRICE BID
840 LF
12 EA
1 EA
4" D.I. Sewer Service Pipe on
Private Property
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Dollars &
�' Cents per LF
4" Service Tap on PVC Pipe
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Dollars &
� Cents per EA
6" Service Tap on PVC Pipe
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Don�s &
� Cents per EA
M163-4
$ a2G �� $ Z/d4�0��
� �O'� g 3000 �id
$ 3�06� $ 3�ro�
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15
D.I.P. Fittings
APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
4 TON
1691 LF
���L�,�o� . �
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Dollars &
,?�!d Cents per TON
Pre-Construction Cleaning and TV
Inspection
M-163
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2195 LF
Dollars &
Cents per LF
Post-Construction TV Inspection
�' /LC Dollars &
� Cents per LF
M163 - 5
$ %��D'E'� $ �ja,o �
$ �B� �3�z4
$ % �� $ ��v� ��
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M-163
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
16
17
18
7 EA
41 VF
5 EA
48" Standard Manhole, 0' — 6'
`" ��� Dollars &
�,v Cents per EA
�u.. �r,rr�o,�.a� l�.xo�`D
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48" Standard Manhole, Additional Depth
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�' Cents per VF
48" Drop Manhole, 0' — 6'
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Dollazs &
� Cents per EA
M163 - 6
$ �.S'.�o�� $ l7J'ro�'
$ r��o $���a
$ 3bQb°b $ �c000��
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21
M-163
APPROXIlVIATE DESCRIPTION OF ITEMS WITH U1vIT AMOUNT
QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
41 VF
12 EA
12 EA
48" Drop Manhole, Additional Depth
Dollars &
� Cents per VF
Watertight Ma.nhole Insert
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Dollars &
� Cents per EA
Vacuum Test Manhole
l//�c_ ��S�i�'`�
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Dollars &
Cents per EA
M163-7
$ ��Da' $ lo� s�� �
$ fOo r $���
$ /Po �' $ ��"
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24
M-163
APPROXIlVIATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
7 EA
1 EA
Remove Existing Manhole
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Dollars &
� �'�' Cents per EA
Abandon Existing Manhole
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Dollars &
�° Cents per EA
3 EA E�loratory Excavation
(D-Hole)
�L�' i'� xeLu.�%
Dollars &
� Cents per EA
M163-8
$ 3.s'��6 $ ?�.To�
$ ?,�f'a '` $ z-�'o �
$ �00°� $ 1.�00`�
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M-163
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
25
26
27
11 EA
40 LF
10 SY
Concrete Ma.nhole Collar
Per Figure 121
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Doll�s &
�l,� Cents per EA
Concrete Curb and Gutter Replacement
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Dollars &
lu Cents per LF
Concrete Driveway Replacement
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Dollars &
� Cents per SY
M163-9
$ ZSo �-" $ Z7.s o �'
$ �'�° `�� $�o ``
$ �ob� $7po`�
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M-163
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNTT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
28 10 SY Concrete Sidewalk Replacement
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30
921 LF
20 LF
Dollazs &
Cents per SY
Asphalt Pavement Repair
Per Figure 4
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Dolla.rs &
� Cents per LF
Concrete Pavement Repair
Per Figure 1
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Dollars &
Cents per LF
M163 -10
$ �A �p
$3�
$ ��a�o
$�l, 3i�°�
$ �,Za.° $ �� ° o
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M-163
PAY APPROXIMATE DESCRIPTION OF ITEMS WTTH UlvIT AMOUNT
TTEM QUANTITY SID PRICES WRIT'TEN IN WORDS PRICE BID
31
110 LF
Concrete Encasement
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Dollars &
Cents per LF
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1408 LF
Trench Safety System
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1008 LF
Dollars &
71i Cents per LF
Hydro-Mulch Seeding
Complete — In — Place
� � Dollars &
i
� i Cents per LF
M163 - 11
$ �o°O $ G�oo`�
$
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$ �qo
$ ( Tv��o
$ /ao��
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M-163
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY SID PRICES WRITTEN IN WORDS Pi2ICE BID
34
1020 LF
Bermuda Grass Sodding
Complete — In — Place
35
36
22 VF
1060 SY
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Dollars &
Cents per LF
Apply Protective Coating for Corrosion
Protection Per DA-7, DA-12 and DA-13
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Dollars &
'� Cents per �1F
6" Topsoil, Complete — In — Place
u��K.
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Dollars &
Cents per SY
M163 - 12
$ 3D" $ 3���`�
. $ .Zoo'� $ �4�ao'�'
$ 3�-' $ 3 ���,
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M-163
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNTT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
37 72 CY Rip — Ra.p Per Detail
_��`..�,� �'
r
TOTAL AMOUNT BID
lte
Dollars &
Cents per CY $ 7l a"� $ s`��p f'
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$ ���,iol��
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~�L�.^�-uP o3t,� LZ� � ,��e%.�r,,. ,�_ � C.l.s-�v
• `�
(In Writing)
BIDDER MUST COMPLETE
DOCUMENT ON PAGE
� M163 — 13
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 all 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 sha11 not otherwise
affect the balance of the Bid or Construction Contract. The selection of the lowest responsive bid
shall be based on the total amount bid .
M163 - 13
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CITY APPROVED PRODUCT * FORM
* CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED:
STANDARD SPEC. � 5PEC. NO.
G�DX�?j � E1-31 4" thru 30"
E1-25 4" thru 15"
E1-27 4" thru 15"
E1-28 18" thru 27"
E100-2 18" thru 48"
Consult the "City of Fort Worth, Tezas 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.
M163 - 14
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PART B - PROPOSAL
Within ten (10) days after notification by the City, tfie undersigned will execute the formal contract and will deliver an approved Surety Bond
and such other bonds as required by the Contract Documents, for the faithful pertormance 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 liquidated damages for the delay and additional work caused thereby.
The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General
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:)
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 organ¢ation which qual'rfies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limrted
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 complete the contract within:
M-163 — Ninety (90) calendar days
after the beginning of construction as set forth in the written order to be furnished 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.
\ �����uiuw�.,,,
I(we) acknowledged receipt of the following addenda to tft� ��,and speci��ations, all of the provisions and requirements of which have
ati
been taken into consideration in reparation of the fore . Ps�� ,''%�
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( � � ���� Y �� /�O �it,�/!C� �Lrk
Addendum No. 1 Initials � O R�pectivel submitted,
Addendum No. 2 (Initials) cn :C _
Addendum No. 3 (Initials) : ' '�0 '�
Addendum No. 4 (Initials) � eY. � •
o�.'••
(S E A L)
Date: �2 �D '�
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Address: g�� � ��%��
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Telephone: � � % a� � � �� � �
PART B - PROPOSAL
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C1-1
C1-1.1
C1-1.2
C1-1.3
C1-1.4
C1-1.5
C1-1.6
�1-1.7
C1-1.8
C1-1.9
C1-1.10
C1-1.11
C1-1.12
C1-1.13
C1-1.14
C1-1.�5
C1-1.16
C1-1.17
C1-1.18
C1-1.19
C1-1.20
C1-1.Z1
C1-1.22
C1-1.23
C1-1.24
C1-1.25
�1-1.26
C1-1.27
C1-1.28
C1-1.29
C1-1.30
C1-1.31
C1-1.32
C2-2
C2-2.1
C2-2.2
C2-2.3
C2-2.4
C2-2.5
C2-2.6
PART C - GENERAL CONDITIONS
TAHLE OF CONTENTS
NOVEMBER, l, 1987
TABLE OF CONTENTS
DEFINITIONS
Definition of Terms
Contract Documents
Notice to Bidders
Proposal
Bidder
General Conditions
Special Conditions
Specifications
Bond
Contract �
Plans
City
City Council
Mayor
City Manager
City Attorney
Director of Public Works
Director, City Water Department
Engineer
Contractor
Sureties
Tne Work or ?zoject
�Working Day
Calendar Day
Legal Holiday
Abbreviations
Change Order
paved Stzeets and Alleys
Unpaved Streets and �lleys .
City Streets
Roadway
Gravel Street
0
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
Ci-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
(1)
(1)
(2)
(2)
(2)
(2)
(2)
�2}
t2?
(3)
(3)
(3)
(3)
t3)
�3)
(3)
(l1
t4)
(4)
(4}
(4)
t4)
(�)
(4)
(4)
t5)
t6)
(6I
f6)
(6)
(6)
(6)
I�TERPRETATION AND PREPARATION
OF PROPOSAL
Proposal Form
Interpretation of Quantities
Examination of Contract Documents
and Site
Submitting of Proposal � •••
Rejection of Proposals..
Bid Security
(1)
C2-2 (1)
C2-2 (1)
C2-2 (2)
C2-2 (3;
C2-2 l 3 )
C2-2 (3)
�
�
C2-2.7 Delivery of Proposal ,
C2-2.8 Withdravinq Proposals
C2-2.9 Teleg:aphic Modification of Proposals
C2-2.10 Public Openinq of Proposal
C2-2.11 Irreqular Proposals
C2-2.12 Disqualification of Bidders
C3-3
C3-3.1
C3-3.2
C3-3.3
C3-3.4
C3-3.5
C3-3.6
C3-3.7
C3-3.8
C3-3.9
C3-3.10
C3-3.11
C3-3.12
C3-3.13
C3-3.14
C3-3.15
AWARD AND EXECUTION OF DOCUhlENTS
Consideration of Proposals
Minority Business Enterpise
Women-Owned Business Enterprise
compliance
Equal E�nployment Provisions
withdrawal of Proposals
Award of Contract
Return oF Proposal Securities
Bonds
Execution of Contract
Failure to Execute Contzact
Beginning work
Insurance
Contractor's Obligations
weekly Payroll
Contractor's Contract Administration
Venue
C4-4 SCOPE OF WORK
C4-4.1 Intent of Cantract Documents
C4-4.2 Special Provisions
C4-4.3 Increased or Decreased Quantities
C4-4.4 Alteration of Contract Documents
C4-4.5 Extra Work
C4-4.6 Schedule of Operations
C4-4.7 Progress Schedules for Water and
� Sewer Plant Facilities
CS-5 . CONTROL OF WORR AND MATERIALS
CS-5.1 Authority of Engineer
CS-5.2 Conformity with Plans •
CS-5.3 Coordination of Contract Documents
C5-5.4 Cooperation of Contractor
CS-5.5 E�nergency and/or Rectification Work
CS-5.6 Field Office
CS-5.7 Construction Stakes
CS-5.8 Authority and Duties of Inspectors
CS-5.9 Inspection
C5-5.10 Removal of Defective and Unauthorized
CS-5.11 Substitute Materials or Equipment
CS-5.12 Samples and Tests of Materials
CS-5.13 Storage of Materials
CS-5.14 Existinq Structures and Utiliti�es
CS-5.15 Interruption of Service
C5-5.16 Mutual Responsibility of�Contractors
CS-5.17 Cleanup
CS-5.18 Final Inspection
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 t5l
C3-3 tl)
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
(1)
(1)
(2)
(2)
(2)
(2)
(4l
(4)
(4)
(4>
(7)
(7)
(7)
t83
ca-a cl�
C4-4 (1)
G-4 tl)
C4-4 (2)
C4-4 t2)
C4-4 (3)
C4-4
CS-5
CS-5
CS-5
C5-S
C5-5
C5-5
CS-5
CS-S
CS-S
Work CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-S
(4)
(1)
(1)
(2)
(2)
(3)
(3)
(3)
(4)
(5 )'
(5)
(5)
(6)
(6)
(7)
(7)
(8)
(8)
(9)
f2)
L
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C6-6
C6-6.1
C6-6.2
C6-6.3
C6-6.4
C6-6.5
C6-6.6
C6-6.7
C6-6.8
C6-6.9
C6-6.10
C6-6.11
C6-6.12
C6-6.13
C6-6.14
C6-6.15
C6-6.16
C6-6.17
C6-6.18
C6-6.19
C6-6.20
C6-6.21
C7-7
C7-7.1
C7-7.2
C7-7.3
C7-7.4
C7-7.5
�7-7.6
C7-7.7
c�-�.a
C7-7.9
C7-7.10
C7-7.11
C 7�--� .12
C7-7.13
C7-7.14
C7-7.15
C7-7.16
C7-7.17
C8-8
C8-8.1
C8-8.2
LEGA(. RELATIONS AND PUBLIC RESPONSIBILITY
Laws to be Observed
Permits and Licenses
Patente3 Devices, Materials and Processes
Sanitary Provisions
Public Safety and Convenience
Privileges of Contractor in Streets,
A11eys, and Right-of-Way
Railway Crossings
Barricades, warnings and Watchmen
Use of Explosives, Drop Weight, etc.
Work Wi�hin Easements
Independent Contractor
Contractor's Resoonsibility for
Damaga Claims
Contractor's Claim for Damages
Adjustment.of Relocation of Public .
Utilities, etc.
Temporary Sewer Drain Connections
Arrangement and Charges of Water
Furnished by City
Use of a Section of Portion of the Work
Contractoc's Responsibility fot Work
No Waiv�r of Legal Rights
Personal Liabitity of Public Officials
State Sales Tax _
PROSECUTION AND PROGR£SS
Subletting
Assignment oE Contract
Prosecution of the Work
Limita�ions of OperatioRs
Character of �orkman and Equipment
work Schedule
Time of Commencement and Completion
E�tension of time of Completion
Delays
Time of Completion
Suspension by �ourt Order
Temporary Suspension
Termination of Contract due to
National Emergency
Suspension of Abandonment of the
work and Annulment of Contract
Fulfillment of Contract
Termination for Convenience of the Onwer
Safety Methods and Practices
MEASUREMENT AND PAYMENT
Measurement of Quantit�ies
Unit Prices
(31
C6-6 (11
C6-6 (1)
C6-6 (1)
C6-6 (2)
C6-6 (2)
C6-6 (3)
C6-6 (4)
C6-6 (4)
C6-6 (5)
C6-6 (6)
C6-6 (8)
C6-6 (S)
C6-6 (10)
C6-6 (10l
C6-6 (10)
C6-6 (11)
C6-6 tll)
C6-6 (11)
C6-6 (12)
C6-6 t12)
C6-6 (12)
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
c�-�
C7-7
C7-7
C7-7
tl)
il)
(1)
(2)
(2)
(3)
(4)
(4)
ca�
(5)
(6)
(6>
C7-7 (7)
C7-7 ('I )
C7-7 t 9 )'
C7-7 (10)
C7-7 (13)
C8-8 tl)
C8-8 (1)
C8-8.3
C8-8. �
C8-S.5
C8-8.6
C8-8.7
C8-8.8
C8-8.9
C8-S.10
C8-8.11
C8-8.12
C8-8.13
Lump Sum '
Scope oi Psyment
Pattial Estimates and Retainaqe
Withholdinq Payment
Final l�cceptance
Final Payment
Adquacy of Desiqn
General Guaranty
Subsidiary Work
Miscellaneous Placement of Material
Reccrd Documents
.
�4)
C8-8 (�)
C8-8 (1)
C8-8 �2)
C8-8 �3)
C8-8 (3)
C8-S (3?
C8-8 (4)
C8-8 t4)
CS-8 (5)
C8-8 (5)
C8-8 (5)
d
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PART C - GENERAL CONDITIONS
C1-1 DEFINITIONS
SECTION C1-1 DEFINITIONS
C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract
i�l Documents thP following terms or pronouns in place of them are
used, the intent and meaning shall be understood and
interpreted as follows:
� C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of
the written and drawn documents, such as specifications,
boods, addenda, plans, etc., which govern the terms and
performance oP the contract. These are contained in the
`" Genezal Contract Documents and the Special Contract Documents.
a. GENERAL CONTRA�T DOCUMENTS: The General Contract
Aocuments govern aIl Water Department Projects and
include the following items:
� PART A- NOTICE TO BIDDERS (Sample)
PART B - PROPOSAL (Sample)
PART C - GENERAL CONDITIONS (CITY)
� (Developez)
+I .PART D - SPECIAL CONDITIONS
' PART E - SPECIFICATIONS
r"
PERMITS/EASEMENTS
� PART F - BONDS
PART G - CONTRACT
(Sample)
(Sample)
White
White
Canary Yellow
Brown
Green
E1-white
E2-Golden Rod
E2A-White
Blve
White
White
b. SPECIAL CONTRACT �OCUMENTS: The Special Contract
� Documents are prepared for each specific project as
a supplement to the General Contract Documents and
-- include the following items:
PART A- NOTICE TO BIDDERS (Advertisement) Same as
above
PART B - PROPOSAL (Bid)
PART C - GENERAL CONDITI�NS
PART D - SPECIAL COND:TIONS
PAttT E - SPECIFICATIONS
PERKITS/EASEMENTS
PART F - BONDS �•
PART G - CONTRAC'T
P4RT H- PLANS tUsually bound separately)
�'
C1-1 (1)
,
C1-1.3 NOTICE TO BIDDERS: All of the legal publications
either act�ally published in public adveztising medi��ms or
furnished dir�ct to interested parties pertaining to the work
contemplated under the Contract Documents constitutes the
notice to bidders.
C1-1.4 PROPOSAL: The completed written and signed offer or
tender oF a bidder to perfor�� the work which the Owner desires
to have done, together with the bid security, constitutes the
Pcoposal, which becomes binding upon the Bidder when it is
officially received by th� Owner, has been publicly opened and
read and not rejected by the Owner.
C1-1.5 BIDDER: Any person, persons, firm, partnership,
co�npany, association, corporation, acting directly or through
� duly authorized representative, submitting a p-oposal for
periorming the Work contemplated under the Contract Documents,
constitutes a bidder.
C1-1.6 GENERAL CONDITIONS: The General Conditions are the
usual construction and contract requirements which govern the
performance of the work so that it will be carried on in
accordance with the customary procedure, the local statutes,
and requirements of the City of Fort Worth's charter and
promulgated ordinances.
Wherever there may be a conflict between the General
Conditions and Special Conditions, the latter shall take
precedence and shall govern. .
C1-1.7 SPECIAL CONDITIONS: Special conditions are the
specific requirements wnich are necessary for the particular
project covered by the Contract Documents and not specifically
covered in the General Conditiozs. When considered with the
Gener3l Conditions and other ele,rents of the Contract
Documents they provide the information which the Contractor
and Ownec should have in order to gain a thorough knowledge of
the�project.
�1-1.8 SPECIFICATIONS: The Specifications is that section or
part oE �he Contract Docunents which sets forth in detail th�
requirements which must be met by all materials, construction,
�orkmanship, equipment and services in order to render a
completed and useful project. Whenever reference is made to
standard speciEications, requlations, requirements, statutes,
etc., such referred to documents shall become a part of the
Contract Documents just as though they were embodied thezein.
C1-1.9 BOND: The bond or bonds are the written guarantee or
security furnished by the Contractor for the prompt and
C1-1 (2)
�
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_`aithful performance of the contract and include the
follo�.:i-.�:
a, Performance Bond (see paragraph C3-3.7a)
b. Payment 8ond (see paragraph C3-3.7c)
c. Maintenance Bond (see paragraph C3-3.7b)
d. Proposal or Bid Security (see Special Instructions
to Bi3ders, Part A and C2-2.6)
C1-1.10 CONTRACT: The Contract is the formal signed agreement
be�veen the Owner and the Contractor covering the mutual
under.standinq of the two contracting parties about the project
to be completed undez the Co�tract Documents.
r1-1.11 ?LANS: The plans are the drawings or reproductions
� thereErom ma3e by the Owner's representative showing in detail
the location, dimension and position of the various elements
of the project, includinq such profiles, typ.ical
�j cross-sec tions, layo��t diagrams, vorkinq drawings, preliminary
3rawings and such supplemental drawings as the Owner may issue
to clarify other dravings or for the purpose of showinq
� changes in the work hQreinafter authorized by the Ownet. The
�lans ate usually bound separately from other patts of the
Corttract Documents, but they are a part of the Contract
� Doc�ments just as thouqh they were bound therein.
�1-1.12 CITY: The City of Fort Worth, Texas, a municipal
�' • cocooration, authorizPd and chartered under the Texas State
, S tatutes, ac ti�q by and through its qoverninq body or its City
Manger, each of which is required by chartez to perform
specific duties. Responsibility for final enforcement oF
� Contracts involving the City of Fort Worth is by Charter
vested in the City Manager. The terms City and Ownez are
� synonymous.
C1-1.13 CITY COUNCIL: The duly elected and qualified
governing body of the City of Fort Worth, Texas.
�
� C1-1.14 MAYOR: The officially elected Mayor, or in his
absence, the Mayor Pro tem of the City of Fort worth, Texas.
� C1-1.15 CITY MANAGER: The officially appointed and authorize3
�ity r�an�ger of the Ci[y of Fort worth, Texas, or his duly
�,, aukhorized representative.
C1-1.16 CITY ATTORNEY: The officially appointed City Attorney
of the City of Fort e+orth, Texas, or his duly authorized
representative.
� _
�1-1 c3)
�^
�
C1-1.17 �IRECTOR OF PUBLIC WORKS: The duly appointed official
oc the City of Fort worth, reEerred to in the Charter as the
City �ngineec, or his duly authorized representative.
C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed
Director of the City Water Department of the City of Fort
worth, Texas, or his duly authorized representative,
assistant, or agents.
C1-1.19 �NGINEER: The Directoc of Public Works, the Director
of the Fort worth City Water Department, or their duly
authorized assistants, agents, engineers, inspectors, or
superintendents, acting within the scope of the particular
dutiAs entrusted to them.
C1-1.20 CONTRACTOR: The person, persons, partr.ership,
company, fiYm, association, or corporation, entering into a
contract with the Owner for the execution of the work, acting
directly or through a duly authozized zepresentative. A
sub-contractor is a person, fizm, corporatioa, or others under
contract with the principal contractor, supplyinq labor and
mat�rials or only labor, for Work at the site of the project.
C1-1.21 SURETIES: The CorporatP bodies which are bound by
such bonds are required with and for the Contractor. The
suceties engaqed aze to be fully respvnsible for the entire
and satisfactory fulfillment of the Contract and foz any and
atl requirements a� set forth in the Contract Documents and
a�proved changes therein.
C1-1.22 THE WORK OR PROJECT; The completed work cont�mplated
in,and covered by the Contract Documents, includinq but not
limited to the furnishing of all Iabor, materials, tools,
equipment, and incidentals necessary to produce a completed
an3 serviceable project.
C1-1.23 WORKZNG DAY: A working day is defined as a calendar
day � s�t including Saturdays, Sundays, and legal holidays, in
which the weather or other conditions not under the control of
the Contractor permit the performance of the principal unit of
work for a period of not less than seven (7) hours between
7:00 a.m, and 6:00 p.m., with exceptions as permitted in
paragraph C7-7.6.
C1-1.24 CALENDAR �AYS: A calendar day is any day of the week
or month, no days being excepted.
C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as
prescribed by the City Council of,the City of Fort Worth for
ob�ervance by City e:�ployees as follows:
C1-1 (4)
�
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F'°
:�
,
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3.
5.
6.
7.
8.
9.
Naw Year's Day January 1
M. L. Kinq, Jr. Birthday Third Monday in January
Memorial Day Last Monday in May
Independence Day July 4
Labor Day First Monday in September
Thanksgiving Day Fourth Thursday in November
Thanksgivinq Friday Fourth Friday in November
Christmas Day December 25
Such othec days in lieu oE
holidays as the City Council
may determine
when one of the above na�ned holidays or a special holiday is
declared by the City Council, falls on Saturday, the holiday
shall be observed on the precedinq Friday or if it falls on
Sunday, it shall be observed on the followinq Monday, by those
employees workinq on working day operations. Employees
workinq calendar day operations will consider the calendar
holiday as the holiday.
C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined
h�rein ap�ear i� Contrac:. Oocuments, the intent and meaning
shall be as follows:
AASH'r0 - A:.t�ricaa Association of MGD - Million Gallons Per
State Highway Transportation Day
' �fficials
ASCE - American Society of Civil CFS - Cubic Foot per
Enginaers Second
LAW - Ia Accocdance With �in. - Minimum
AS'TM - American Society of �ono.- Monolithic
Testin� Materials � _ percentum
AW�TA - A�eric3n �Tat�r Works R - Radius
Association
ASA - American Stan3ards Association I.D. - oaDide Outside
HI__ - Hydraulic Institute Diarneter
As�h. - As�halt Elev.- Elevation
?1ve. - Avenue F - Fahrenheit
Blvd. - BoulPvard C - Centigrade
CI - Cast Iron In. - Znch ,
CL - Center Line Ft. - Foot
GI - Galvaniaed Iron St. - Street
Lin. - Linear or Lineal CY - Cubic Yard
lb. - Pound Yd. - Yard
MH - Manhole SY - Square Yard
Max. - Maximum L.F. - Linear Foot
p,i, - Ductile Iron
C1-1 (5)
�
C1-1.27 CHANGE ORDER: A"Change Order" is a writtert
sup�lemental agreement between the Owner and the Contractor
covering some added or deducted item or feature which may be
found necessary and which was not specifically included in the
scope of the project on Which bids were submitted. Increase
in unit quantities stated in the proposal are not the subject
matter of a Change Order unless the increase or decrease is
more than 25� of the amount of the particular item or items in
the original proposal.
All "Change Orders" shall be prepared by the City from
information as necessary furnished by the Contractor.
C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley
shall be defined as a street or alley having one of the
folloWinq types of wearinq surfaces applied over the natural
unimproved surface:
1.
2.
3.
4.
5.
Any type of asphaltic concrete with or witr.out
separate base material.
Any type of asphalt surface treatment, not
including an oiled surface, with or without
�eparate basz material.
Brick, with or without separate base material.
Concrete, with or without separate base material.
Any co�nbination oF the above.
C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley,
roadway or other surface is any area except those defined
above for "Paved Streets and Alleys.'
C1-1.30 CITY STREETS: A city street is defined as that area
between the right-of-way lines as the street is dedicated.
C1-1.32 ROADWAY:
parallel lines two
(4') feet back of
exists.
The roadway is defined as the area between .
(2') feet back of the curb lines or four �
the average edge oF pavement where no curb
C1-1.32 GRAVEL STREET: A grsvel street is any unpaved street
to which has been added one or more applications of gravel or
similar material other than the natural material found on the
street surface before any i:nprovement was made. �
C1-1 (6)
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SECTLON C - GENERAL CONDITIONS
C2-2 INTrRPRETATION AWD
PREPARATiJN CF PR�POSAL
SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL
C2-2.1 P�OPaSAL FORM: The Owner will furnish bidders with
proposal form, which will contain an itemized list of the
items of work to be done or materials to be furnished and upon
which bid p:ices a:e requested. The Pr000sal form will state
the eidder's general understanding of the project to be
completed, provide a space for furnishing the amount of bid
security, and state the basis for entering into a formal
contract. The Owner will furnish forms for the Bidder's
"Experience Record," "Equipment Schedule,' and "Financial
Statement," all of which must be properly executed and filed
with the Director of the City Water Depart�ent one week prior
to the houz foz openinq of bids,
The financial statement required shall have been prepared by
an independent certified public acco�intant or an independent
public accountant holding a valid permit issued by an
appropriate state licensing agency, and shall have been so
prepared as to reflect the current financial status. This �.
statement must be current and not more than one (1) year old.
In the case that a biddinq date falls within the time a new
statement is being preQared, the previous statement shall be
updated by proper verification. Liquid assets in the amount
of ten (108) percent of the estimated project cost will be
required.
" Fdr an experiPnce record to be considered to be acceptable for
� a given project, it must reflect the experience of the firm
seeking qualification in Work of both the same nature and
maqnitude as that of the project for which bids are to be
{;;' received, and such experience must have been on projects
compteted not more than five (S) years prior to the date cn
which are =o be received. The Director of the Water
�, department shall be sole judge as to the acceptability of
• experience for qualification to bid on any Fort worth Water
Department project.
�, The prospective bidd�r shall schedule the equipmen: he has
available for the project and state that he will rent suc:�
� additional equipment as may be required to complete the
project on which he submits a bid.
C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work
� and ma�erials to be furnished as may be listed in the proposal
�
C2-2(1)
1
forms or other part.s of the Contract �ocuments will be
considered as approximate only and will be used for the
ourposa of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work
perfocme� or materials furni�hed in strict accordance with the
Contract Documents and Plans. The quantities of work to be
performed and materials to be furnished may be increased or
decreased as hereinafter provided, without in any way
invalidating the unit prices bid or any other requirements oE
the Contract Documents.
C2-2.3 EXAMZNATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT:
Bidders are advised that the Contract Documents on file with
the Owner shall constitute all of the information uhich the
Owner will furnish. All additional information and data which
the o�net will suoply after promulgation af the forma•1
contract documents shall be issued in the form of written
addenda and shall beco�ne part oE the Contract Documents just
as though such addenda were actually written into the oriqinal
Contract Documents.
Bidders are required, prior to the filing of proposal, to read
and become familiar with the Contract Documents, to visit the
site of the project and examine carefully all local
conditions, to inform themselves by their own independent
r�search and investigations, tests, boring, and by such other
meaas as may be necessary to gain a complete knowledge of tha
conditions which will be encountered during the construction
of the project. They must judge for themselves the
difficulties of the work and all attending circumstances
affecting the cost of doinq the work or the time required for
it�s comple tion, and obtain all information required to make an
intelligent proposal. No information given by the Owner or
any representative of the Owner other than that contained in
the Contract Documents and officially promulgated addenda
ther�to, shall be binding upon the Owner. Bidders shall rely
exclu�ively and solely upon their own estimates,
investigation, tesearch, tests, explorations, and other data
which are necessa:y for full and completP information upon
which the proposal is to be ba5ed. It is mutually agreed that
the submission o`_ a proposal is �rima-facie evidence that the
bidder has made the i�vestigations, examinations and tests
herein required. Claims for additional compensation due to
variations between conditions actually encountered in
construction and as indicated in the Contract Documents will
not be allowed.
The logs oE Soil Borings, if any, showing on the plans a:e fot
genaral inforrr,ation only and may not be correct. Neither the
C2-2(2)
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Owner nor the Enqineer guarantee that the data shown is
represen:ative of conditions which actually exist.
� C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his
, Propo;al on the form furnished by the Owner. All blank spaces
� applicable to the project contained in the form shall be
correctly filled in and the Bidder shall state the prices,
written in ink in both words and numerals, for which he
proposes to do the work contemplated or furnishe the materials
requirad. All such prices sha11 be wri�ten legibly, In case
oE discrepancy between the rice Written in w
P o
rds
and the
�,; price wri�ten i� numerals, the price most advantageous to the
City shall govern.
. If a propo5al is submitted by an individual, his or her name
must be signed by him (her) or his ther) duly a��tharized agent.
�" If a proposal is submitted by a fizm, association, or
partnershi�, the name and address of each member must be
given, and the proposal must be signed by a member of the
firm, association, or partnership, or by a person duly
authorized. If a proposal is submitted by a company or
coro��ation, the company or corporate name and business
� addr�ss �ust be qiven, and the �roposal signed by an official
or duly authorized agent. The corporate seal must be affixed.
Power of Attorney authorizinq agents or others to sign
"' proposal must be oroperly certified and must be in writing and
submitted with the proposal.
� C2-2.5 REJECTION OF PROPOSALS: proposals may be zejected if
� they show any alteration of wozds or fiqures, additions not
called for, conditional or uncalled for alternate bids,
in�omplet� bids, erasures, or irregularities of any kind, or
� contain unbalance value of any items. Proposal tendered or
delivered after the official time designated for receipt of
�,,, proposa2 shall be returned to the Bidder unopened.
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�2-2.6 BID SECURITY; No groposal will be considered unless it
i� acrompanied by a"Proposal Security" of the character ar.d
in the amount indicated in the "Notice to Bidders" and the
"Pr000sal.'• The Bid Security is required by the Owner as
evidence of good faith on the part of the Bidder, and by way
oE a guaranty that ii awarded the contract, the Bidder will
within the required time execute a formal contract and �urnish
thP req��ired performance and other bonds. The bid security of
the three lowest bidders will be retained until the contract
is awarded or other disposition is made thereof. The bid
securi�y of all other bidders may be returned promptly after
the canvass oE bids. �
C2-2(3)
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C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered
unless it is delivered, accompanied by its proper Bid
S?CUCICY, to the City Manager or his representative in the
official place of business as set forth in the "Notice to
Bid3e:s." It is the Bidder's sole responsibility to deliver
the proposal at the propec time to the proper place. The mere
fact that a proposal was dispatched will not be considered.
The Bid��r mus= have the proposal actually delivered. Each
�coposal shall be in a sealed env�lope plainly marked with the
word "PROPOSAL," and the name or description of the project as
designated in the "Notice to Bidders." The envelope sia11 be
a3dressed to the City Manager, City Hall, Fort Worth, Texas.
C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with
the City Managez cannot be withdrawn prior to the time set for
�oening pcoposals. A request for non-consideration of a
proposal must be made in writing, addressed to the City
Manager, and fi1Pd with hirn prior to the time set for the
opening oi proposals. After aIl proposals not requested for
non-consideration are opened and publicly read aloud, the
proposals for which non-consideration requests have been
pzoperly filed ma , at the option of the Owner, be returned
unooened.
�2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may
modify his pro�osal by teleqraphic communication at any time
prior to the time set Eor opening proposals, provided such
telegraphic communication is received by the City Manager
priot to the said proposal opening time, and provided �urther,
that the City Manager is sstisfied that a written and duly
3uth�nticated confirmation of such telegraphic communication
over the signature of the bidder was mailed prior to tbe
pr'oposal opening time. If such confirmation is not received
within forty-eiqht (48) hours aftez the proposal opening time,
no further consideratio� will be given to the proposal.
C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been
pr�perly filed and for which no "Non-consideration Request"
has bee� received will be publicly opened and read aloud by
the City Manager or his authorize3 representative at the time
and olace indicated in the "Notice to Bidders." All proposals
which have b�en opened and read will remain on file with the
Ownec until the contract has been awarded. Bidders or their
authorized representatives are invited to be present for the
ooening of bids.
�2-2.11 IRREGULA.� PROPOSALS: Pro�osals shall be considered as
being "Irregular" if they show any omissions, alterations of
form, additions, or conditions not called for, unauthorized
alt?rnate bids, or irregularitie5 0: any kind. However, the
C2-2(4)
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II Oaner reserves the right to waive any and all irregularities
an3 to make the award of the contract to the best interest of
�* the City. Tendering a proposal after the ciosing hour is an
irrequla�ity which cannot be waived.
� C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be
� disqualified and their proposals not considered for any of,
but not limited to, the Following reason:
� a. Reasons for believing that collusion exists among
bidders.
b. Reasonable grounds for believinq that any bidder is
�"' � interested in more than one proposal For work
M contemplated.
c. The bidder being interested in any litiqation
«. a�ainst the Owner or where the Owner may have a
� claim against or be engaged in litiqation against
the bidder.
d. The bidder being in arrears on any existing contract
il or having defaulted on a previous contract.
e. The bidder having performed a prior contract in an
unsatisfactory manner.
f. Lack of competency as revealed by the financial
� statement, experience record, equipment schedule,
and such inquiries as the Owner may see fit to make.
g. Uncompleted work which, in the judgment ef the
� Owner, will prevent or hinder the prompt completion
. of additional Work iF awarded.
h. The bidder not filing with the Owner, one week in
�' advance of the hour of the opening of proposals the
�� Following:
"� ` 1. Financial Statement showing the financial
�', . condition of the bidder as specified in Part
"A" - Special Instructions.
2. A current experience record showinq especially
� the projects of a nature similar to the one
under consideration, which have been
� successfully completed by the Bidder.
3. An equipment schedule showing the equipment
� the bidder has available for use on the
o�oject. .
The Eid Proposal of a bidder w'�o, in the judgment of the
Engineer, is disqualified under the requirements stated
herein, shall be set aside and not opened.
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C2-2t5)
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C�
PART C - GENERAL CONDITIONS
C3-3 AW�,RD AND EXECUTION OF
DOCUMENTS
SECTION C3-3 AWARD AND EXECUTION OF DOCUMEhTS:
C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been
opened and read aloud, the proposals will be tabulated on the
� basis of the quoted prices, the quantities shown in the
proposal, and the application of such formulas or other
� methods of bringing items to a common basis as may be
established in the Contract Documents.
ry The total obtained by taking the sum of the products of unit
prices quoted and the estimated quantities plus any lump sun
�• items and such other quoted amounts as may enter into the cost
of the completed project will be considered as the amount of
r" the bid.
Until the award of the contract is made by the Owner, the
right will be reserved to reject any or alI proposals and
waive technicalities, to re-advertise £or new proposals, or to
proceed with the work in any manner as maybe considered for
the best interest of the O�+rner.
� . C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner,
upon request, complete and accurate information reqarding
� actual work performe3 by a Minority Business Enterprise (MBE)
and or a a Woman-owned Business Enterprise (WHE) on the
coatract and the payment therefor. Contractor further aqrees,
� upon request by Ownez, to allow and audit and/or an
exacnination of any books, records, or files in the possession
of Contractor that will substantiate the actual work performed
� by the MBE or WBE. Any material misrepresentation of any
nature will be grounds for termination of the contract and for
initrating any acti�n under appropriate federal, state or
� local laws and ordinances relating to false statements;
r further, a.�y such misrepresentation may b? grounds for
disqualification of Contractor at Owner's discretion for
bidding on future Contracts with the Owner for a period of
� time oE not Iess than six (6) months.
C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall
�! co�nply with Current City Ordinance prohibiting discrimination
�� in employment practices.
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C3-3 (11
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The Contractor shall post the required notice to that effect
on the project site, an3, at his request, will be provided
3ssistance by tl�e City of Fort Worth's Equal Employment
Officet who will refer any qualified applicant he may have on
file in his office to the Contractor. ApproQriate notices may
be acquired from the Equal Employment Officer.
C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been
read by the Owner it cannot be withdrawn by the Bidder within
forty-five (45) days after the date on which the proposals
we�e opened.
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C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to
withholdfinal action on the proposals for a reasonable time, �
not to exceed forty-five (45) days after the date of openinq ,,,
proposals, and in no event will an award be made until after
investigations have been made as to the responsibility of the �.
propose3 awar3ee. �
The award of the contract, if an award is made, will be to the
lowest and best responsible biddez.
The award oF the contract shall not become effective until the
Owner has notified the Contractor in writing of such award.
C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed
price totals have been determined for comparison of bids, the
Own er may, at its discretion, return the proposal security
which accompanie3 the proposals which, in its judgment, would
not-be considered for the award. All other proposal
securities, usually those of the three lowest bidders, will be
rotaiaed by the Owner until the required contract has been
executed and bond furnished or the Owner has otherwise
di�posed of the bids, after Which they will be returned by the
City Secretary.
C3-3.7 BONDS: With the execution and delivery of the Contract
Documents, the Contractor shall furnish to, and file with the
Ownec in the amounts herein required, the following bonds:
a. PERFORMANCE BOND: A good and sufficient
performance bond in an amount not less than 100
percent of the amount of the contract, as evidenced
by the proposal tabulation or otherwise,
guaranteeing the full and faithful execution of the
work and pecfo:mance of the contract, and for the
protection of the Owner and all other persons
against damage by reason of negligence of the
Contractor, or improper execution of the work or
the use of inEsrioc materials. This pe�fornance
C3-3 (2)
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bond shall guarantee the payment for all labor,
materials, equipment, supplies, and services used
in the cons:.ruction oF the wozk, and shall remain
in full force and eEEect until provisions as above
stipulated are accom?lished and final payment is
made on the project by the City.
� b. MAINTENANCE BOND: A good and sufficient
maintenance bond, in the amount of not less than
100 percent of the amount of the contract, as
evidenced by the oroposal tabulation or otherwise,
guaranteeing the prompt, fu11 and faithful
� . performance of the general guaranty which is set
,,,� forth in paragraph CS-8.10.
c. PAYMENT BOND: A good and sufficient payment bond,
in an amount not less than 100 percent of the
amount of the contract, as evidenced by the
proposal tabulation or otherwise, guaranteeinq the
prompt, full and iaithful payment of all claimants
as defined in Article 5160, Revised Civil Statutes
of Texas, 1925, as amended by House Bill 344 Acts
56th Legislature, Regular Session, 1959, effective
April 27, 1959, and/or the latest version thereof,
supplying labor and materials in the prosecution of
the work provided for in the contract �eing
constructed under these specifications. Payment
Bond shall remain in force until all payments as
above stipulated are made.
� d. OTHER BONDS: Such oLher bonds as may be required
by these Contract Documents shall be furnished by
�' � the Contractor.
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No sureties will be accepted by the Owner which are at the
tim� in default or delinquent on any bonds or Which are
interested in any litigation against the owner. All bonds
shatl be made on the forms furnished by the Owner and shall be
exe��ted by an ap�roved sutety company doing business in the
City of Fort worth, Texas, and which is acceptable to the
owner. In order to be acceptable, the name of the surety
shall be included on the current U.S. Treasury list of
ac ceptable sureties, and the a�ount of bond written by any one
acce�table company shall n�t exceed the amount shown on the
Treasury list for that company. Each bond shall be properly
executed by both the Contractor and Surety Company.
Should any surety on the contract be determined unsatisfactory
at any time by the Owner, notice will be given the Contractor
to that effect and the Contracto�r shall immediately provide a
C3-3 (3l
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new surety satisfactocy to the Owner. No payment will be made
under th� co�tract until the new surety or sureties, as
required, have qualifie3 and have been accepted by the Owner.
The contract sha11 not be operative nor will any payments be
due oc paid until approval of the bonds by the Owner.
C3-3.8 EXECUTION OF CONTRACT: Within ten (10l days after the
Owner has by appcopriate resolution, or otherwise, awarded the
contract, the Contractor shall execute and file with the Owner
the Contract and such bonds as may be required in the Contract
Document5.
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No contract shall be binding upon the owner until it has been �
attested by the City Sectetary, approved as to form and
l�gality by the City Attorney, and executed for the Owner by '�
ei�her the Mayor or City Manaqer.
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C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the
Awardee to execute the required bond or bonds or to sign the
raquired contract within ten (10) days after the contract is
awarded shall be considered by the Owner as an abandonment of
his proposal, and the Owner may annul the Award. By reason of
the uncertainty of the narket prices af material and labor,
and it bei�g impracticable and difficult to accurately
determine the amount of damaqes occuring to the Owner by
reason of said awardee's failure to execute said bonds and
contract within ten (10) days, the proposal security
accompanying the proposal shall be the a�reed amount of
damages which Owner will suffer by reason of such failure on
the part of the Awar3ee and shall thereupon immediately be
forfeited to the Owner.
T}�e filing oF a proposal will be considered as an accaptance
of this provision by the Bidder.
C3-3.10 BEGINNING WORK: The Contractor shall not commence
work until authorized in writinq to do so by the Owner.
Sho�lld the Contractor fail to commence work at the site of the
pro�ject within thA time stipulated in the written
authorization usually termed the "Work Order" or "Proceed
Order", it i� agree3 that the Surety Company will, within ten
(10) days after the commencement date set forth in such
written authorization, co�nmence the physical execution of the
contract.
C3-3.11 INSURANCE: The Contractor shall not commencP work
under this contract until he '�as obtained all the insurance
reyuired under the Contract Documents, and such insurance has
been approved by the Ouner. The prime Contractor shall be
cesponsible for delive�ing to the Owner the sub-contractors'
C3-3 (4)
r
� cettiEicate of insurance for approval. The p�ime contractot
shall indicate on the certiEicate of insurance included in thA
� documents for exec�tion wh�t�er or not his iasuranca covers
sub-contractors. It is the intention of the Owner that the
� insurance coverage required herein shall include the coverage
of all sub-contractors.
" a. COMPENSATION INSURANCE: The Contractor shall
maintain, during the life of this contract,
� Work�rs' Compensation Insurance on all of his
employees to be engaged in �ork on the project
under this contract, and for all sub-contractors.
r" . In case any class of ernployees engaged in hazardous
work on the project under this contract is not
protected under the Workers' Compensation Statute,
. the Contractor shall provide adequate empl�yer's
� generat liahility insurance for the protection of
such oF his e�nployees not so protected.
b. COMPREHENSIVE GENERAL LIABILITY INS(7RANCE: The
Contractor shall procure an3 shall maintain durinq
the life of this ccntract Contractor's
Comnrehensive General Liability Insurance (Publi�
Liability and Property Damage Insurance) in an
am�unt not less than S500,00� covering each
occurrence on account of bodily injury, includinq
death, and in an amount not less than $500,000
Covering each occurrence on account of property
damage with $2,000,000 umbrella policy coverage.
c. ADDITIONAL LIABILITY: The Contractor shall
furnish insurance as separate policies or by
additional endorsement to one of the
. above-mentioned policies, and in the amount as set
forth for public liability and property damage, the
following insurance:
� 1. Contingent Liability (covers General
�„ '— Contractor's Liability for acts of
sub-contractocs).
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2. 9lasting, prior to any blasting being done.
3. Collapse of buildings or structures adjacent
to excav3tion (if excavations are to be
performed ad�acent to same).
4. Damage to undec3round utilities f.or SS00,000.
�3-3 (3)
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5.
6.
Buil�er's risk (whe-e above-qround structures
are involved).
Contractual Liability (covers all
indemnification requirements of Contract).
d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
D�MAGE: The Contractor shall procure and maintain,
during the life vE this Contract, Comprehensive
A�itomobile Liability insurance in an a�ount not
12ss than S250,000 for injuries includinq
accidental death to any one person and subject to
the same limit for each person an amount not less
than $500,000 0� account of one accident, and
automobile property damage insurance in an amount
not less than 5100,000. �
e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The
insurancz required under the above para�raphs shall
provide a3equate protection for the Contractor and
his su5-contractors, respectively, against damaqe
claims which may arise from operations under this
contract, whether such operations be by the insured
or by anyone directly or indirectly e�ployed by
him, an3 also against any of the following soecial
hazards which may be encountered in the pezformance
of the Contract.
f.
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PROOF OF CARRIAGE OF INSURANCE: The Contractor
shall furnish the Owner with satisfactory prooE of
coverage by insucance required in these Contract
Documents in amounts and by carriers satisfactory
to the Owner. tSample attached,? All insurance
requirements made upon the Contractor shal'_ apply
to the sub-contractor, should the Prime
Contractor's insurance not cover the
sub-contractoc'� work operations.
q. LOCAL AGENT FOR INSURANCE AND BONDING: The
insurance and bonding companies with whom the
Contractor's insuran�e and performance, pa�ment,
maintenance and all such other bonds are Written
shall be tepresented by an agent or agents having
an office located within the city limits of the
C3-3 (6)
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City of Fort Worth, Tacrant County, Texas. Each
such agent shall be a duly oualified, one upon Whom
service of pcocess may be had, and mus� have
authority and power to act on behalf of the
insurance and/or bonding company to negotiate and
settle with the City of Fort Worth, or any other
claimant, any claims that the City of Fort Worth or
other claimant or any property owner who has been
ciamaged, may have against the Contractor,
insutance, and/or bonding company. If the local
insurance representative is not so emQowered by the
insurance or bonding companies, then such authority
must be vested in a local agent or claims officer
residing in the Metroplex, the Fort Worth-Dalla�
area. The name of the agent or agents shall be set
forth on all of such bonds and certif icates of
insurance.
C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the
Contractor shall pay for all materials, labor and services
when duP.
� C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll
covering payment of wages to all person engaged in work on the
project at the site of the project shall be furnished to the
� Owner's reoresentative within seven (7) days after the close
Lw of each payroll period. A copy or copies of the applicable
• minimum wage rates as set forth in the Contract Documents
�"' sha21 be kept posted in a conspicuous place at the site of the
, project at all times during the course of the Contract.
Copies of the wa�e rates will be furnished the Contractor, by
the Owner; however, posting and protection of the wage rates
�y shall be the responsibility of the Contractor.
C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor,
whether a p�rson, p�rsons, partnership, company, firm,
I association, corporation ar other who is approved to do
bu�ess with and ent�rs into a contract with the City for
�" construction of water and/or sanitary sewer facilities, will
, have or shall establish a fully operational business ofEice
within the Fort :�orth-Dalla� metropolitan area. The
Contractor shall charge, delegate, or assign this office (or
� h� may dele�ate his Project Superintendent) with full
authority to transact all business actions required in the
i �Prformance of the Contract. This local authority shall be
r� made resoonsib2e to act for the Contractor in all matters
�' pertaining to the work qoverned by the Contract whether it be
administrative or otherwise and.as such shall be empowered,
�thus delegated and dir�cted, to settle a11 material, labor or
� other expenditures, alI claims against the work or any other
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C3-3 (7)
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matter associated such as maintaining adequate and appropriate
ins�rance or security coveraqe for the project. Such local
authority for administration of the work under the Contract
shall be maintained until all business transactions executed
as part of the Contract are complete.
Should the Contractor's principal base oF operations be other
than in the Fort Worth-Dallas metropolitan area, notification
of the Contractor's assiqnment of local authority shall be
made in writing to the Engineer in advance of any work on the
project, all appropriately signed and sealed, as applicable,
by the Contractor's responsible officers with the
understanding that this written assignment of authority to a
local representative shall become part of the project Contract
as thouqh bound directly into the project documents. The
intent of these r�quirerents is that all matters associated
with the Contractor's administration, whether it be oriented
in furthering the work, or other, be governed direct by local
authority. This same requirement is imposed on insurance and
surety coverage. Should the Contractor's local representative
fail to perform to the satisfaction of Engineer, the Engineer,
at his sole discretion, may demand that such local
representative be raplaced and the Engineer may, at his sole
discretion, stop all Work until a new local authority
satisfactory to the Engineer is assiqned. No credit of
Working time will be for periods in which work stoppages are
in effect for this reason.
C3-3.15 VENUE: Venue of any action hereinundez shall be
exclusively in Tarrant County, Texas.
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C3-3 (8)
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SECTION C4-4 SCOPE OF WORK
PART C - GENERAL CONDITIONS
C4-4 SCOPE OF' WORK
� C4-4.1 IhTENT OF CONTRACT DOCUMENTS: It is the definite
� intention of these Contract Documents to provide for a
� complete, useful project which the Contractor undertakes to
construct or furnish, all in full compliance with the
reqsirements and intent of the Contract Documents. It is
. definitely understood that the Contractor shall do all work as
provided for in the Contract Documents, shall do alZ extra or
special work as may be considered by the Owner as necessary to
complete the project in a satisfactory and acceptable manner.
� The Contractor shall, unless otherwise specifically stated in
these Contract Documents, furnish a11 labor, tools, materials,
� machinery, equipment, special services, and incidentals
nece�sary to the prosecution and completion of the project.
C4-4.2 SPECIAL PROVISIONS: Should any work or conditions
� �which are not thoroughly and satisfactorily stipulated or
Govered by General or Special Conditions of these Contract
Documents be anticipated, or should there be any additional
. proposed work which is nct covered by these Contract
� Documents, then "Special Provisions" covering all such Work
. will be prepared by the Owner previous to the time of
�, receiving bids or proposals for such work and furnished to the
Hidder in the form of Addenda. All such "Special Provisions"
� shall be considered to be a part of the Contract Documents
�-..
just as though they were originally r+ritten therein.
�
�r C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves
th� right to alter the quantities of the work to be performed
or to extend or shorten the improvements at any time when and
� as found to be necessary, and the Contractor shall perform the
work a� altered, increas�d or decreased at the unit prices.
�,. Such-increased or decreased quantity shall not be more than 25
percent of the contemplated quantity of such item or items.
' When such changes increase or decrease the original quantity
of any item or items of work to be done or natecials to be
furnished by the 25 percent or more, then either party to the
� contract shall upon written request to the other party be
entitled to a revised consideration upon that portion of the
�, work above or below the 25 percent of the original quantity
stated in the proposal; such revised consideration to be
detecmined by special agreement or as he�einafter provided for
� "Extra wock." No allowance will be made for any changes in
anticipated profits nor shall such changes be considere3 as
ill
C4-4 (11
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waiving or invalidating any conditions or provisions of the
Contcact Doc�ments.
Variations in quantities of sanitary sewer pipes in depth
categories, shall b� interpr�ted herein as applying to the
overall quantities or sa�itary sewer pipe in each pipe size,
but not to the various depth categories.
C4-4.4 ALTERATION OF CONTRACT DOCUMEyTS: By Change Order, the
Owner reserves the right to make such changes in the Contract
Documents and in the character or quantities of the vork as
may be necessary or de�irable to insure completion in the most
�atisfactory manner, provided such changes do not materially
alter the oziginal Contract Documents or change the general
natuc� of the project as a whole. Such changes shall not be
considere� as waiving o� invalidating any condition er
pro��i�ion of the Contract �ocuments.
C4-4.5 EXTRA WORK: Additional work made necessary by changes
and 31tQrations oE the Contract Documents or of quantities or
for other reasons for which no prices are provided in the
Contract Documents, shall be defined as "Extra work` and shall
be performed hy the Contractor in accordance with these
Contract Documents or approved additions thereto; provided,
however, that be Eore any extra work is begun a'Chanqe Order'
shall bP �xecuted or written order issued by the Owner to do
the wock f.o� payments or ccedits as shall be determined by one
o� more combination of the following methods:
a. Unit bid price previously approved.
b. An agreed lump sum.
c. The actual reasonable cost of (1) labor, (2) zental
of equipment used on the extra work for the time so
used at Associated General Contractors of America
current equipment rental rates; (3? materials
-•- entering permanently into the project, and (�)
actual cost of insurance, bonds, and social
security a5 determined by the �wner, plus a fixed
fee to be a�reed u�on but not to exceed 108 of the
actual cost of such extra work. The fixed fee is
not to include any additional profit to the
Contractor for rental of equipment owned by him and
used for the extra work. The fee shall be full a nd
comple�e compensation to cover the cost oE
suo�rintendence, overhe3d,.other profit, general
and all other expens? not included in (1), (2�,
(3), and (4) above. The Contractor shall keep
accurate cost records on the form and in the method
C4-4 t21
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sugqested by the Owzer and shall qive the Owner
� access to all accounts, bills, vouchers, an3
records relating to the Extra Work.
. No "Change Order" shall become effective until it has been
� approved and signed by each of the Contractinq parties.
�o clairn for Extra :�ork oE any kind will be alloved unless
�j ordered in writing by the Owner. In case any orders or
� instructions, either oral or written, appear to the Contractor
to involve Extra Work for Which he should receive
�"1 . compensation, he shall make written request to the Engineer
a for written orders authorizing such Extra Work, prior to
beginning such +aork.
�,
� Should a d i f f erence arise as to what does or does :�ot
constitute'Extra Wozk, or as to the payment thereof, and the
Engineer insists upon its performance, the Contractor shall
� proceed with the work after making vritten request for written
orders and shall keep an accurate account of the actual
reasonable cost thereof as Qrovided under method tItem C).
� Claims for extra work will not be paid unless the Contractor
s�all fi2e his claim with the OWner within f ive ( 5) days
before the time for making the first estimat� after such Work
is done and unless the claim is supported by satisfactozy
� vouchers and certified payrolls covering all labor and
materials expended upon the said Extra Work.
� The Contractor shall furnish the Owner such installation
� records of aIl deviations from the original Contract Documents
a� may be necessary to enable the Owner to prepare for
Fermanent zecord a corrected set of plans showing the actual
� installation.
The compensation agreed upon for 'extra work' whether or not
�. iniitiated by a'change order' shall be a full, complete and
finaZ payment for all costs Contractor incurs as a result or
� te2a:ing to the change or extra vork, whether said costs are
knokn, unknown, foreseen or unforeseen at tha' time, including
� without limitation, any costs for delay, extended overhead,
zipple or impact cost, oz any other effect on changed cr
�, unchanged work as a result or the change or extra work.
C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any wotk
under this contract, the Contractor shall submit to the Owner
and receive the Owner's a�proval thereof, a'Schedule of
O�erations,' showing by a straight line method the date of
commenci�g and finishing each of the major elements of the
contract. Tnere shall be also shoWn [he estimated monthly
cos� of work foc which estimatPs are to be expected. There
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:.4-4 t 3 )
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shall be presented also a composite qraph showinq the
anticip�ted progress of construction with the time being
plotted horizontally and the percertaqe of completion plotted
vertically. The pro�ress charts shall be prepared on 8-1/2" x
11" sheets and at least five black or blue line prints shall
be furnished to the Owner.
C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT
FACILITIES: Within ten (10) days prior to sub�ission of
first mon�hly progress �ayment, the Contractor shall
prepare and submit to the Owner for approval six copies of
the schedule in which the Contractor proposes to carry on
the work, the date of which he will start the se�eral major
activities (including procurement of materials, plans, and
equipment) and the contemplated dates for completing the
same. The schedule shall be in the form of a time schedule -
Critical Path Method (CPM) network diaqram. As the work
p�ogresses, the Contractor shall enter on the dia�ram the
actual orogress at the end of each partial payment period
or at such intervals as directed by the Engineer. The
Contractor shall also revise the schedule to reflect any
a.3justments in contract time approved by the Engineer.
Three copies of the updated schedule shall be delivered at
Such i�tetvals as dir�cted by the Owner.
As a:nini�num, the construction schedule shall incorpozate
all Work elements and activities indicated in the proposal
and in the technical specifications.
Prior to the final drafting of the detailed construction
schedulP, the Contractor shall review the draft schedule
wik h the Engineer to ensure the Contractor's understandinq _
of the contract rPquirPments.
The following guidelines shall be adhered to in preparing
the construction schedule:
-�. Milestone dates and final project completion
dates shall be developed to conform to time
constrai�ts, sequencing zequize�rents and
completion time.
b. The constr�ction process shall be divided into
activities with time durations of approximately
fourteen (141 days and construction values not to
exceed 550,000. Fabrication, delivery and
submittal 3ctivities are exceptions to this
guideline.
ca—a cd�
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c. Durations shall be in calendar days and normal
r" holidays and weather conditions over the duration
of the contract shall be accounted for within the
duration of each activity.
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d. One critical path shall be shown on the
construction schedule.
e. Float time is defined as the amount of time
between the earliest start 3ate and the latest
start date of a chain of activities of the CPM
construction schedule. Float time is not for the
exclusive use or benefit oE either the Contractor
or the Owner.
f. Thirty days shall be used for submittal review
unless otherWise specified. •
T h e construction schedule shall as a minimum be divided
into general cateqories as indicated in the Proposal and
Tec hnical Specifications and each general category shall be
broken riown into activities in enouqh detail to achieve
activit�es of ap�roximately fourteen f14) days duration.
For each genezal category, the construction schedule shall
�y' identify all trades or subcontracts whose work is
represented by activities that follo+a the quidelines of
� • this Secti�on.
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For each of the trades or subcontracts, the construction
schedule shall indicate the following procurements,
� on struction and preacceptance activities and events in
their loqical sequence for equipment and materials.
1.
2.
3.
4.
5.
6.
7.
8.
Yreparation and transmittal of submittals.
Submittal review periods.
Shop fa�rication and delivery.
Erection or installation.
Transmittal of manufacturer's operation and
maintenance instructions.
Installed equipment and mat�rials testing.
Owner's operatoc instruction tif applicable).
Final inspection.
(:4-4 (5)
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9. Operational testinq.
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10. Final inspection.
If, in the opinion of the Owner, work accomplished falls �
behind that scheduled, the Contractor shall take such
action as necessary to improve his progress. In addition, �
the Owner may require the Contractor to submit a zevised
schedule demonstrating his program and proposed plan to
ma�ce up laq in scheduled prog�ess and to insure com�letion
of the wor�c within the contract time. If the OWner finds �
the proposed plan not acceptable, he may require the r.
Conttactor to increase the work force, the construction
plant and e�uipment, the number of work shifts or the �
oveztime operations without additional cost to the Owner. '�
Failure of the Contractor to comply with these requirements �
shall be considered grounds for determination by the Owner
that the Contractor is failinq to prosecute the work with
such diligence as will insure its completion within the
time specified. '
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C4-4 (6)
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PART C - GENERAL CONOITIONS
C5-5 COyTROL OP WORK A`7D
M?�TERIALS
SECTION C5-5 CONTROL OF WORK AND hiATERIALS
� C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to
the satisfaction of the Engineer and in strict compliance with
the Contract Documents. He shall decide all questions which
/" azise as to the quality and acceptability of materials
� � furnished, work performed, rate of proqress of the work,
overall sequence of the construction, interpretation of the
R-� Contract Documents, acceptable fulfillment of the contract,
� compensation, mutual zights between Contractor and Owne� under
thes e Contract Documents, supervision of the work, resumption
of operations, and all other questions or disputes Which may
� arise. Engineer will not be responsible for Contractor's
means, methods, techniques, sequences or procedures of
construction, oz the safety precaution and ptograms incident
�, thereto, and he will not be responsible for Contractor's
failure to perform the work in accordance vith the contract
documents.
He shall determine the amount an� quality of the work
completed and matezials furnished, and his decisions and
estimates shall be final. Ais estimates in such event shall
be a condition to thz right oi the Contractor to zeceive money
due him under the Contract. The Owner shall have executive
authority to enfozce and make effective such necessary
dgcisions and orders as the Contractor fails to carry out
promptly.
In the event o� any dispute between the Enqineer and
��� Contractor over the decision of the Enqineer on any such
matters, the Engineer must, within a reasonable time, upon
� writLen request of the Contractor, render and deliver to both
the Owner and Contractor, a written decision on the matter in
- controversy.
� CS-5.2 CONFORMITY ir'ITH PLANS: The finished project in all
� cases shall�conform vith lines, qrades, cross-sections,
finish, and dimensions shown on the plans or any other
requirements otherWise described in the Contract Documents.
�, Any deviation from the approved Contract Documents required by
the Engineer during construction will in all cases be
determined by the Engineer and authorized by the Owner by
� Change Order.
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CS-5 tl)
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CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The ContraCt
Documents are made up cf several sections, which, taken
together, are intended to describe and provide for a complete
and useful project, and any requirements appearing in one of
the sections is as bindinq as though it occurred in all
sections. In case of discrepancies, figured dimension shall
govern over scaled dimensions, plans shall govern over
specifications, sp�cial conditions shall govern over general
conditions and standard specifications, and quantities shown
on the p2ans shall govern over those shown in the proposal.
The Contractor shall not take advantage of any apparant error
or omission in the Contract Doc�ments, and the Owner shall be
permitted to make such corrections or interpretations as may
be deemed necessary for the fulfillment of the intent of the
Contract Doc uments. In the event the Contractor discovers an
apparent error or discrFpancy, he shall immediately call this
condition to the attention of the Engineer. In the event of a
conflict in the drawings, specifications, or other portions of
tha Contract Documents which were not reported prior to the
a�ard of Contract, the Contractor shall be deemed to have
quoted the most expensive resolution of the conflict.
CS-5.4 COOP ER ATION OF CONTRACTOR: The �ontr3ctor will be
furnishzd with three sets of the Contract Documents and shall
hav� available on the site of the project at a21 times one set
of such Contract Documents.
The Contract shall give to the work the constant attention
necessary to facilitat� the proqress th�reof and shall
cooperate with the Engineer, his inspector, and othez
Contractors in every possible way.
The Contractor shall at all times have competent personnel
available to the project site for proper performance of the
work. The C ontractor shall provide and maintain at all times
at thP site of the project a competent, English-speaking
superintendent and an assistant Who ara fully authorized to
act'as the Contractor's agent on the work. Such
suoerintendent and his assistant shall be capable of reading
a�d undecst3nding [he Contract Docunents an3 s`�all receive and
fulfill instructions from the OWner, the Engineer, or his
a�thorized representatives. Pursuant to this responsibility
of the Contractor, the Contractor shall designate in writing
to the pzoject superintendent, to act as the Contractor's
agent on th e work. Such assistant project superintendent
shall be a resident of Tarrant County, Texas and shall be
subject to call, as is the project Superintendent, at any time
of the day o� night on any day'of the week on which the
Enaineer determines that circumstances require the presence on
t��z �:oject site of a re�cesentative of the Contractor to
CS-S l2)
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� adequat�ly provide
travelinq v�blic or
� project extends or
project routing.
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for the safety or convenience of the
the owners of property across which the
the safety of property contiguous to the
The Contractor shall provide all facilities to enable the
Engineer and his in5pector to examine and inspect the
wor�cmanshi? and materials entecing into the work.
CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: k`�en, in the
opinion of the Owner or Engineer, a condition of emergency
exist5 related to any ?art of the work, the Contractor, or the
Contractor through his designated reoresentative, shall
respond with dispatch to a verbal request made by t:�e Ownsr or
Engi�eer to alleviate the emergency condition. Such a
response shall occur day or night, whether the project is
scheduled on a calendar-day or on a working-day basis.
Should the Contr�ctor fail to resQond to a re�uest from the
Engineer to rectify any discrepancies, omissions, or
corrections necPssary to conform with the requirements of the
project specifications or plans, the Engineer shall give the
Contractor written notice that such work or changes are to be
performed. The written notice shall dizect atten�ion to the
discrepant condition.and request the Contractor to take
remedial 3ction to correct the condition. In the event the
Contractot does not take positive steps to fulfill this
written request, or does not show just cause for not taking
the proper action, within 24 hours, the City may take such
rPmedial action with City forces or by contract. The City
shall then deduct an amount equal to the entire costs for such
remedial action, plus 251, fzom any funds due the Contractor
on the project.
� r_5-5.6 FIELD OFFICE: The Contractor shall provide, at no
extra com�ensation, an adequate field oEficP for use of the
En�ineer, if speciEically called for. The field office shall
� be no� less than 10 by 14 feet i�► floor area, substantially
construct��, well heated, air conditioned, lighted, an3
we�thzr-proof, so that documents will not be damaged by the
elzments.
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CS-5.7 COhSTRUCTION STAKES: The City, through its Engineer,
will furnish the ContTactor vith all lines, grades, and
� measurements necessary to the proper prosecution and control
of the work contracted for under these Cont�act Documents, and
lines, grades and measure:�ents will be established by m�ans of
� stakes or other customary m�thod of marking as may be fo�nd
consistent with good practice.
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These stakes or markings sha11 be set sufficiently in advance
of construction oparations to avoid delay. Such stakes or
markings as may be established for the Contractor's use or
guida�ce shall be preserved by the Contractor until he is
a�thorized by the Engineer to remov� them. Whenever, in the
opinion of the Engineer, any stakes or markings have been
car�les:.ly or willfully destroyed, disturbed, or removed by
the Contractor or any of his employees, the full cost of
roplacinq such stakes or marks plus 258 will be charged
against the Contractor, and the full amount will be deducted
from payment due the Contra�tor.
CS-5.8 AUTHORITY AND QUTIES OF CITY INSPECTORS: City
Inspectors will be authorized to inspect all w�rk done and to
be done and all materials furnished. Such inspection may
extend to all or any part of the work, and the preparation or
manufacturing of the mat�cials to be used or equipment to be
installed. A City InspPctor may be stationed on the work to
report to the Engineer as to the progress of the work and the
manner in which i� is being performed, to report any evidence
that the mat?�ials beinq furnished or the work being performed
by the Contractor fails to fulfill the requirements of the
Contract Documents, 3nd to call the atter�tion of the
Contracto� to any such failure or other infringements. Such
inspection or lack oi inspection will not relieve the
Contractor from any oblig3tion to perform the work in
accordance with the requirements of the Contract Docur�ents.
In case af any dispute arisinq between the Contractor and the
City Znspector as to the materials or equipment furnished or
th� manner of periorming the work, the City Inspector will
havA au�hority to reject materials or equipment to suspend
work until the question at issue can be referred to and be
decided by the Engineer. The City Inspector Will not',
howevec, bP authorized to revoke, alter, �nlarge, or release
any requirement of these Contract Documents, nor to approve or
accept any poction or section of the work, nor to issue any
i��structions contrary to the requirements of the Contract
Doc�irments. He will in no case act as superintendent ot
for�man or oerform any other duties for the Contractor, or
int�rferp with th� management or operation of the work. He
will not accept from the Contractor any compensati�n in any
form for performin3 any duties. The Contractor shall regard
and obey the directions and instructions of the City Inspector
or Engineer when thP samz are consistent with the obligations
of the Contract Documents, provided, however, should the
Contcactor object to any o�ders or instructions of the City
Inspector, the Contractor may within six days make written
au�_al to the Engineer for his decision on the ma�ter in
controversy.
CS-5 t41
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� CS-5.9 INSPECTION: The Contractor shall furnish the Engineer
vi�`� eve:y reasor.ab!e facility for ascertaining whether or not
� the w�rk a� performed is in accordance with the rzquiremen�s
oE the Contract Documents. If the Engineer so requests, the
Contractor shall, at any time before acceptance oE the work,
�,.; remove or uncover such portion of the finished vork as may be
3ir�cted. After examination, the Contractor shall restore
' said portions of the work to the standard required hy the
Co�tract Documents.
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Should the wor�c exposed or examined prove acceptable, the
uncovering o� rem�ving an3 replacing of the cov�rinq or making
good of the �arLs removed shall be paid for as extra work, but
should be work so exposed or examined prove to be
unacceptable, the uncovering or zemoving and the replacing of
all ad;acent defective or damaged parts shall be at the
Contractor's expen5e. No work shall be done or materials used
witl�out suitable supervision or inspection.
C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All wozk,
materials, or equipment which has been rejected shall be
zemedied or removed and replaced in an acceptable manner by
the Contractor at his own expense. Work done beyond the lines
and grades given or as shown on the plans, except as herein
specifically provided, or any Extra Work done without written
authority, will be considered as unauthorized and done at the
expense of the Contractor and will not be paid for by the
Owner. Work so done may be ordered removed at the
Contractor's ex�ensP. Upon the failure on the part of the
Contr3ctor to comply with any order of the Engineer made under
the provisions of this paragraph, the Engineer will have the
a.uthority to cause defective work to be remedied or removed
an3 re�laced and unauth�cized work to be removed, and the cost
���Pr�of may be deducted fr�m any ;noney due or to become due to
the Contractor. Failuze to require the removal of any
def�ctive or unauthorized work shall not constitute acceptance
of such Works.
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CS-5.11 SUBSTITUTE MATERIALS OR EQL'IPMENT: If the
Specifications, law, ordinance, codes or regulations permit
Co�t�actor to furnish or us? a substitute that is equal to any
� mate:ial or equipm�nt soecified, and if Contractor wishes to
furnish or use a proposed substitute, he shall, prior to the
oreconstruction conference, make written application to
� EhGZtiEER for appcoval of such substit�lte certifying in writing
t�at the proposed substitute will perform adequately the
functions ca11Pd f�r by the ge�eral dPsign, be similar and of
� equal substance to that specified and be suited to the same
�se a�d capable of performing the sa�ne function as that
specified; and identifyin3 all variations of the proposed
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CS-5 (S)
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substitute from that specified and indicating available
maintenance s�rvice. No substitute shall be ordered or
install�� without the written a�proval of Enqineec wtio vill be
thz judge of the equality and may require Contractor to
furnish s�ch other data about the proposed substitute as he
considers pertinent. No substitute shall be ordered or
installad without such performance guazantee and bonds as
Owner. may require which shall be furnished at Contractor's
expensP, Contractor shall indemnify and hold harmless Owner
an3 Engineer and anyone directly o: indirectly enployed by
?i�her of them from and a�ainst the claims, �ama�es, losses
and expenses (inclu�ing attorneys fees) arising out of the use
of substituted mat�rials or equipm�nt.
CS-5.I2 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion
of the Engine�r, or as callsd for in the Contract Documents,
t�sts of materials oc equipment are necessary, such tests will
b� made at ths expense of and paid for direct to the testinq
ag�ncy by the Owner unless atherwise specifically provided.
The failure oP the Owner to make any tests of materidls shalt
be in no way relieve the Contractor of his responsibility of
furnishinq materials and eqaipment fully conformi��g to the
requirements of the Contract Documents. Tests and sampling of
materials, unless otherwise specified, will be madP in
ac�ordance with the latest methods prescribed by the American
Socisty for Testing Mat�rials or specific requirements of the
Owner. The Contractor shall provide such facilities as the
Engineer may require for collecting and fozwarding samples and
shall not, without specific written permission of the
Engineer, use the materials zepresented by the samples until
tests havp beea made and the materials approved for use. The
C6ntractor will furnisl� adequat� samples without charge to the
Ownet. •
In case of concrete, the aggr�gates, design minimum, and the
mixing and transporting equipment shall be approved by the
F.ngineer before any concrete is placed, and the Contactor
s`�aTI' h� responsiblP for replacing any c�ncrete which does no_
m�e� the requirements of the Contract Docu�ents. Tests shall
be made at least 9 days prior to the placing of concrete,
us i�� samples f rom the saTe aggregate, cement, and mortar
ahich are to be us�d later �n the concrete. Should the source
of supply �hange, new tests shall be ma3e prior to the use of
the new materials.
C5-5.13 STORAGE OF MATERIALS: All materials w�ich are to be
�s�d in the construction operation shall be stored so as to
insure the ptesPrva�ion of the quality and fitness oE the work.
k!�en directed by �he Engine�r, they shall b� placed on woode:�
plat`_r��ms or other har3, clean durable surfaces and not on the
Ci-5 (6)
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� qro�nd, and shall be placed under cover when direct�d. Stored
materials shall bP placed and located so as to facilitate
prompt inspection.
� CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and
dimensions shown on the Plans relative to existing utilities
are based on the best information available. Omission from, or
� the inclusion of utility locations on the Plans is not to be
considered as the nonexistence of, or a definite location of,
existing un3erground utilities. The location of many gas
� mains, watar mains, conduits, sewer lines and service lines
� � for all utilities, etc., is unknown to the Owner, and the
Ownsr assumes no responsibility for failure to show a�y or all
such structures and utilities on the plans or to show them in
� their exact location. It is mutually agreed that such failure
wi1Z not be considered sufficient basis for claims for
additional compensation for Extra Work or for increasin3 the
� pay quantities in any manner whatsoever, u�less an obstruction
encountered is such as to necessitate changes in the lines and
grades of coasidera5le magnitude or requires the building of
� special works, provision for which is not made in the Contract
D�cuments, in which case the provision in these Contract
Documeat� for Ext�a Work shall 3pp1�.
� It shall be the Contractors responsibility to verify locations
of a3jacent and/or conflicting utilities sufficiently in
a3vance �f.construction in order that he may negotiate such
� • local adjustments as necessary in the construction process to
pcovid� adequate clearances. The Contractor shall take all
necess�ry precautions in order to protect all existing
�, utilities, structures and service lines. Verificatio� of
j ezi�ting utilities, structures and service lines shall include
notification of all utility companies at least forty eight
(48) hours in advance of constructian including expl�ratory
� excavation if aecessary. All veTification of existinq
utilities and th�ir adjustment shall be considered as
�, subs.�diary work.
- r5-5.15 IhTERRUPTIOti OF SERVICE:
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a. *�ormal Prosecution: In the normal prosectuion of
work where the int�rruption of service is necessary,
the Contractor, at least 24 hours in advance, shall
be rsquired to:
1, Notify the wat2r Department's Distribution
Division as to location, time, and schedule of
service interruption.
CS-5 c7)
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2. NotiEy each customer personally through
responsible personnel as to time and schedule
of the interruption of their service, or
3, In the event that personal notification of a
customer cannot be made, a preQared taq form
shall be attached to the customer's entrance
door knob. The tag shall be durable in
composition, and in large bold type shall say:
"NOTICE"
Due to Utility Improvement in
your neiqhborhood, your iWater)
(sewer) service will be inter-
rupted on between
the hours of and .
This inconvenience will be as
short as possible.
Thank you,
Contzactor
Address Phone
b. Emerqenc�: Tn the event that an unforeseen service
interrup�ion occurs, notice shall be as above,but
immediate. _
CS-5.16 t�UTUAL RESPONSIBILITY OF CONTRACTORS: If, thXouqh
acts or neqlect on the part of the Contractor, any othe-r
Contractor ot any sub-contractor shall suffer loss or damage
on the Work, the Contractor agrees to settle With such other
Contr�ctor or sub-contractor by agreement or arbitration. If
such other Contractor or sub-contractor shall assert any claim
against the Owner on account of any damage alleqed to have
been sustained, the Owner will notify the Contractor, who
shall indemnify and sav� harmless the Owner against any such
claim.
CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials
accu:nulated on the job site during the prosecution of the Work
under these Contract DocumPnts shall be accomQlished in
keepinq with a daily routine established to the the
satisfaction of the Enqineer. Tventy-fours fours after
written noLice is given to the Contractor that the clean-up on
the job si:� is procee3ing in a cnanner unsatisfactory to the
Enr�ineer, if the Contractor fails to correct the
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CS-5 (8)
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unsatisfactory procedure, the City may take such direct action
�"' as the Engineer deems appropriate to cor:ect the clean-up
deEiciencies cited to the Contractor in the written notice,
and the costs of such direct action, plus 259 of such costs,
shall be ded ucted Ecom monies due or to become due to the
Contractor.
1 Upon the completion oE the project as a whole as covered by
these Contract Documents, and beEore final acceptance and
final payment will be ma3e, the Contractor shall clean and
ramove fcom the site of the projPct all surplus and discarded
� . materials, temporary structures, and debris of every kind. He
. shall leave the site of all work in a neat and orderly
condition eq ual to that which oriqinally existed. Surplus and
waste matezials.re�noved from the site of the work shall be
�; disposed of at locations satisfactory to _he Engineer. The
Contract�r shall thoroughly clean all eq�iipment and matezials
installed by him and shall deliver ov�r such materials and
�1 equipment in a bright, clean, polishe,d and neW appearing
condition. No extra compensation will be made to the
_ Contractor for any clean-up requized on 1he project.
� C5-5.18 FINAL INSPECTION: Whenever tY�e work provided for in
an3 contemplated under the Contract Documents has been
satisfactorily completed and final cleanup performed, the
�, • Engineer xill notiEy the proper offic,ials of the Owner and
request that the Final inspection be ma3e. Such inspection
• will be made within 10 days after such notification. After
� such final inspection, if the work and �nat2rials and equipment
are found satisfactory, the Contracto'r will be notified in
writing of the acceptance of the s�me after the proper
�, re�sol��tion has been passed by the Ci ty Council. No time
�� charge will be made acainst the Contractor between said date
of notification of tha Engineer and the date of final
� inspection of the work.
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CS-5 ( 9 )
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PART C - GENERAL CONDITIONS
C6-6 LEGAL RELATIONS A:VD PUBLIC
RESPONSIHILITY
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SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
� C6-6.1 LAwS TO BE OHSERVED: The Contractor shall at all times
obser�.re and comply With all Federal and State LaWs and City
ordinances and regulations which in any way affect the conduct
� of the work or his operations, and shall observe and comply
with all orders, laws, ordinances and regulations vhich exist
• or which may be enacted later by bod�es having jurisdiction or
authority for such enactment. No plea of misunderstanding or
� ignorance thereof WiZl be considered. The Contractor and his
Sureties shall indemnify and save harmless the City and all of
its officers, agents, and employees against any and all claims
' or liability arising from or based on the violation of any
such law, ordinance, regulation, or order, whether it be by
himself or his employees.
� C6-5.2 PERMITS AND LICENSES: The Contractor shall procure all
permits and licenses, pay all charges, costs and fees, and
� give all notices necessary and incident to the due and lawful
pzosecution of the work.
�„ C6-6.3 PATENT ED DEVICES MATERIALS AND PROCESSES: If the
Contractor is required or �esires to use any desiqn, device,
- ' material, or process covered by letter, patent, or copyzight,
he shall provide for such use by suitable legal agreement with
the patentee or owner of such patent, letter, or copyrighted
� design. It is mutually agreed and understood that without
exception the contract prices shall include all royalties or
cost arising from patents, trade-marks, and copy rights in any
'j way involved in the work. The Contractor and his sureties
�hall indemnify and save harmless the OWner from any and all
�,, claims for infringement by reason of the use of any such
patented design, device, matezial or process, or any
- trade-mark or copy right in connection With the work agreed to
be performed undez these Cantract Documents, and shall
�' i ndem� i f y the Ok�ner for any cost, expense, or damage which it
� may be obliged to pay by reason of such infringement at any
time during the prosecution of the vork or after completion of
' the work, provided, however, that the Ovner Will assume the
responsibility to defend any and all suits brought for the
infringement of any patent claimed to be infringed upon by the
� design, type of construction or material or equipment
specified in the Contract Documents furnished the Contractoz
by the Owner, a�d to hold the Contrac�or harmless on account
of such suits.
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A C6-6 (11
C6-6.4 SANITP.�Y PROVISIONS: The Contracto: shall esta5lish
and enEocce among his employees such regulations in regard to
cleanliness and disposal of qarbage and waste as will tend to
prevent the inception and spread of infectious or contagious
diseases a nd to effectively prevent the creation of a nuisance
abcut the work on any property either public or private, and
s�sch regulations as are required by Law shall be put into
im.�nediate force and effect by the Contractor. The necessary
sanitary conveniences for use of Iaborers on the work,
properly secluded from public observation, sha11 be
constructed and maintained by the Contractor and their use
shall be strictly enforced by the Contractor. All such
facilities shall be kept in a clean and sanitary condition,
free from objectionable odors so as not to cause a nuisance.
All sanitary laws and requlations of the State of Texas and
the City shall be strictly complied with.
C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment
stored about the Work shall be so placed and used, and tne
work shall at all times be so conducted, as to cause no
greater obstruction or inconvenience to the public than is
considered to be absolutely necessary by the Engineer. The
Contractor is required to maintain at all times all phases of
his work in such a manner as not to impair the safety or
convenience of the public, includinq, but not limited to, safe
and convenient ingress and egress to property contiguous to
the Work area. The Contractor shall make adequate provisions
to render reasonable ingress and egress for normal vehicular
traffic, except during actual trenching or pipe installation
operations, at all driveway crossings. Such provisions may
include bridging, placement of crushed stone or gravel or such
o�her means of providing proper ingress and egress for tfi e
property served by the driveway as the Engineer may approve as
appropriate. Such other means may include the diversion of
driveway traffic, with specific approval by the Engineet. If
d i.��rs ion of traf f ic is approved by the Engineer at any
location, the Contractor shall make arrangements satisfactory
to the Enginee: at any location, the Contractor shall make
a:rangenents satisfactory to the Engineer for the diversion of
traffic, and shall, at his own expense, provide all materials
and perform all Work necessary For the construction and
rr,aintenance of roadways and bridges for such diversion of
trafEic. Sidewalks must not be obstructed except by special
permission of tr.e Engineer.
The materials excavated and the construction materials s�ch as
pipe used in the construction of �he work sh311 be placed.so
as not to endanger the work or prev�nt free access to all f ize
hydrants, fire ala:m boxes, police ca11 boxes, water valves,
C6-6 (2l
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� gas valves, or manholes in the vicinity. The Owner reserves
. the riqht to remedf any neqlect on the part of the Contractor
as regards to public convenience and safety vhicli may come to
its attention, after twenty-fouc hours notice in writing to
�,,, the Contractor, save in cases of emergency when it sha11 have
the right to remedy any neglect without notice, and in either
�case, the cost of such work done or materials furnished by the
�� Owner or by the City shall be deducted from monies due or to
become due to the Contractor.
�, The Contractor, after approval of the Engineer, shall notify
the Fire Department Headqlarters, Traffic Engineer, and Police
Department, When any street or alley is requested to be closed
� or obstructed or any fire hydrant is to be ma3e inaccessible,
and, when so directed by the Engineez, shall keep any street,
streets, �r highways in condition for unobstructed use by fire
� appacatus. The Contractor shall promptly notify the Fite
i3epartment Headquarters vhen all such obstructed streets,
alleys, or hydrants are again placed back in service.
��°� Wh�re the Contractor is zequired to construct temporary
bridges or make other arrangements for crossing over ditches
or streams, his responsibility for accidents in connection
�;I With such crossings shall include the roadway approaches as
well as the structuzes of such crossinqs.
� The Contractoz shall at all times conduct his operation and
• the use of�construction machinery so as not to da mage or
� destroy trees and shrubs located in close proximity to or on
„ the site of the work. Wherever any such damaqe may be done,
� the Contractor shall immediately satisfy all claims of
property oWners, and no payment will be made by the Owner in
settlement of such claims. The Centractor shall file With the
�" Engineer a written statement shoWinq all such claims adjusted.
C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND
� RIGHT-OF-WAY: For the performance of the contract, the
Contractor vill be permitted to use and occuoy such portions
of the public streets and alleys, or other public places or
other rights-of-way as provided for in the ordinances of the
City, as sl�own in the Contract Documents, or as may be
'� specifically authorized in vriting by the Engineer. A
reasonable amount of tools, materials, and equip ment for
� construction purposes may be stored in such space, but no more
than i� necessary to avoid delay in the construction
ooerations. Excavated and waste materials shall be piled or
� stacked in such a��+ay as no� t4 interfere With the use of
spaces that may be desiqna�ed to be left free and unobstructed
a�d so as not to inconve�ience occupants of a3jacent property.
If the street is occupie3 by railvay tracks, the work shall be
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� C6-6 f3)
carried on in such manner as not to intetfere Nith the
ope�a_ion of trains, loadinq or unlo3ding of cars, etc Other
contractors
contract,
Contractor
assistance
additional
be provided
of the Owner �ay, for a11 purposes requized by the
enter upon the work and premises used by the
and shall be provided all reasonable facilities and
for the completion of adjoining vork. Any
grounds desired by the Contractor for his use shall
by him at his own cost and expense.
C6-6.7 RAILkAY CROSSINGS: W�en the work encroaches upon any
right-of-way of any railway, the City will secure the
necessary ease�ent for the work. Where the railway tracks are
to be crossed, the Contractor shall observe all the
regulations and inst�uctions of the railway company as to the
methods of performing the work and take all precautions for
safety of property and the public. Negotiations with the
railway companies for permits shall be done by and through the
City. The Contractor shall qive the City notice not less than
five days prior to the time of his intentions to begin vork on
that portion of the project Which is related to the railway
properties. The Contractor will not be given extra oz
additional compensation for euch railway crossings unless
speczfically set forth in the Contract Documents.
C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is
carried on in or adjacent to any street, alley, or public
place, the Contractor shall at his own expense furnish, erect,
and maintain such barricades, fences, lights and danger
signals, shall provide such Watchmen, and shall take all such
other precautionary measures for the protection of persons or
�roperty and of the work as are necessary. Barricades and
fences shall be painted in a color that will be visible at
niqht. From sunset to sunrise the Contractor shall furnish
and maintain at least one easily visible burninc light at each
barricade. A sufficient number of barricades shall be erected
and maintained to keep pedestrians away from, and vehicles
from being driven on or into, any work under construction or
bei.nq maintained. The Contractor shall fur�is� watchmen and
keep the� at their respective assignments in sufficient
numbers to Qrotect the work and prevent accident or damage.
All installations and proced�res sha11 be consistent With the
provisions 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 ciighways", codified as Article 6701d Veron's Civil
St3tutes, pertinent sections being Section Nos. 27, 29, 30 and
31. .
C6-6 (d)
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�"" The Contractor vill not remove any regu�atory sign,
instru:�ional sign, stceet name sign, oc othe: sign which has
beer� e�ected by the City. If it is dete:mined that a sign
musk be removed to permit required construction, the
�, Contractor shall contact the Transportation and Public works
department, Signs and Markings Division (phone number
8780-8075), to remove the sign, In the case of regulatory
� siqns, the Contractor must replace the permanent sign with a
tempocary sign meeting the zequirements of the above
refzrence3 manual and such temporary sign must be insta2led
prior to the removal of the permanent sign. If the temporary
' � sign is not installed correctly or if it does not meet the
required sQecifications, the permanent sign shall be left in
place until the temporary sign requirements are met. When
� construction work is completed to the extent that the
parmanent sign car, be re-iastalled, the Contractor shall again
contact the Signs and Markinqs Division to re-install the
;i permanent sign and shatl leave his temporary sign in place
until such re-installation is co�apleted.
� The Cont-actor will be held responsibl for all damage to the
vork or the public due to failure o barricades, siqns,
Lences, lights, or watchmen to pro ect them. Whenever
� evidence is found of such damage to the ork the Engineer may
order the damaged portion immediately emove3 and replaced by
the Contractor at the Contractor' own expense. The
� Contractor',s responsibility for the mai tenance of barricades,
• signs, fences and lights, and for provid'ng watchmen shall not
' cease until the project shall have been completed and accepted
by the Owner.
� No compensation, except as specifically provided in these
Contract Documents, will be paid to the Contractor for the
� work and materials involved in the constructinq, providing,
ar.d maintaining of barricades, signs, fences, and lights or
for salaries of watchmen, for the subsequent removal and
� disposal of such barricades, signs, or for any other
inciaentals necessary for the proQer protection, safety, and
' convenience of the public during the contract period, as this
work is considere3 to be subsidiary to the several items for
which unit oc lum� sum prices are re��ested in the Proposal.
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.6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the
Contract�r alect to use explosives, drop weight, etc., in the
�,r' prosecution of the work, the utmost care shall be exe�cised at
all times so as not to endanger life or property. The
�Contractor shall notify the proper rep:esenta�ive of any
' oublic service corpo�ation, any company, individual, or
utility, and the Ow�e�, not less than twenty fo�r hours in
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� �6-6 (5)
advance oE the use of any activity which might danage or
er�danger their or his property along or adjacent to the work.
where the use of explosives is to be permitted on the project,
as specified in Lhe Special Contract Documents, or the use of
explosives is requested, the Contractor shall submit notice to
the Engineer in writing twenty-four hours prior to commencing
and shall furnish evidence that he has insurance coverage to
pcotect against any damages and/or injuries arising out of
such use of explosives.
All claims arising out of the use of explosives shall be
investigated a�d a written zeport made by the Contractor•s
insurers to the Engineer within ten (10) days after receipt of
written notice of the claim to the Contractor from either the
City or the claimant. The City shall proceed to give notice
to the Contractor of any such claim. The use of explosives
may be suspended by the Engineet if any complaint is received
and such use shall not be resumed until the cause of the
complaint has been addressed.
Whenever explosives are stored or kept, they shall be stored
in a safe and secure manner and all storaqe places shall be
plainly marked 'DANGEROUS EXPLOSIVES' and shall be under the
care of a competent watchman at all times. All vehicles in
which explosives are being transported shall be plainly marked
as mentioned above and shall, insofar as possible, not use
heavy traffic routes.
C6-6.10 WORK WZTHIN EASEMENTS: Where the work passes over,
tbrough, or into private property, the Owner will provide such
right-of-way or easement privileges as the City may deem
necessary for the prosecution of the Work. Any additional
rights-of-way or work area considered necessaty by the
Contract�r shall be pravided by him at his own expense. Such
additional rights-of-way or Work area shall be acquired for
the_�en�fit of the City. The City shall be notified in
writing as to the rights so acquired before work begins in the
afEected area. The Contractor shall not enter upon private
property for any purpose Without having previously obtained
permission from the o�ner of such property. The Contractor
will not be allowed to store equipment or material on private
property unless and until the specified approval oE the
property owner �as been secured in writing by the Contractor
and a copy furnished to the Engineer. Unless specifically
provided otherwise, the Contractor shall clear all
rights-of-way or easements oE ob�tructions which must be
removed to make possible proper prosecution of the work as a
part oE the project construction op?rations. The Contractor
shall be responsible for the preservation of and sha11 use
C6-6 (5)
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� evecy precau�ion to prevent damaqe to all trees, shrubbery,
plants, :awns, fences, culverts, curbing, and all other types
� of struc�ures or improve:nents, to all water, sewer, and gas
- lines, to all conduits, overhead pole lines, or appurtenances
� thereof, including the construction of temporary fences, and
to all other public or private property along adjacent to the
work,
4� The Contractor shall notify the p-oper representatives of
ownars or occu�ants of public or private lands or interest in
�"' lands which might be affected by the work. Such notice shall
y be made at least 48 hours in advance of the beginning of the
work. Notices shall be ap�licable to both public and private
utility companies or any corporation, company, individual, or
other, either as oW�ers or occupants, whose land or interest
�" in land miqht affecte3 by the Work. The Contractor shall be
responsible for all damage or injury to property of any
rr character resultinq from any act, omission, neglect, or
LW misconduct in the manner or method or execution of the work,
or at any time duP to defective work, material, or equipment.
When and where any direct or indirect or injury is done to
public or private property on account of any act, omission,
neglect, or misconduct in the execution of the work, or in
consequence of the non-execution thereof on the part of the
Contractor, he shall restore or have restored at his own cost
and expense.such property to a condition at least equal to
that existing before such damage or injury was done, by
repairing, rebuildin�, oc otherwise replacing and restorinq as
may be directed by the Owner, or he shall make good such
da:nages or injury i� a manner acceptable to the owner of the
pzoperty and the Engineer.
� AI1 fences encountered and removed durinq construction of
this project shall be restored to the original or a better
than original condition upon completion of this project.
� hhen wire fencing, Pither wire mesh or barbed wire is to be
crossed, the Contractor shall set cross braced posts on
- either side of �ermanent easement before the fence is cut.
Should additional fence cuts be necessary, the Contractor
' shall provide cross braced posts at point of the proposed
�„ cut in addition to the c�oss braced posts provided at the
permanent easements limits, before the fence is cut.
� Te:nporary fencing shall be erected in place of the fencing
removed whenever the work is not in progress and when the
� si�e is vacated overnight, and/or at all times to prevent
livestock from ente:ing the construction area. The cost for
fpnce removal, temporary closures and replacenent shall be
subsidiary to the various items bid in the project
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C6-6 t7)
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proposal. Therefore, no separate payment shall be allowe3 -
fcr ar.y service associated with this work.
In case of failure on the part of the Contractor to restore
such property to make good such damage or injury, the Owner
may, upon 48 hour written notice under ordinary circumstances,
and witho�t notice when a nuisance or hazardous condition
results, proceed to repair, rebuild, or otherwise restore such
property as may be determined by the ONnet to be necessary,
and the cost the:eby will be deducted from any monies due or
to become due to the Contractor under this Contract.
C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed
by the parties t�ereto tha� Contractor shall perform ail work
and services hereunder as an independent contractor, an� not
as an officer, agent, servant or employee of the Owner.
Contractor shall have exclusive control of and the exclusive
�ight to control the details of all the work and services
performed hereunder, and all persons performing same, and
shall be solely responsible for the acts and omissions of its
officers, dgents, servants, employees, contractors,
subcontractors, licensees and invitees. The doctrine of
zesQondeat superior shall not apply as between Owner and
Contractot, its officers, agents, emoloyees, contractors and
subcontractors, and nothing herein sha21 be construed as
creating a partnership or joint enterprise between Ownet and
Contractor.
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor covenants and agrees to, and d�es hereby indemnify,
hold harmless and defend Owner, its officers, aqents,
s�rvants, and employees from and against any an all claims or
suits for property damage or loss and/or personal injurp,
including 3eath, to any and all persons, of Whatsoever kind or
charactet, whether real or asserted, arising out of or in
connection with, directly or indirectly, the work and services
to be performed hereunder by Contractor, its officers, agents,
employ?�s, contractors, subcontractors, licensees or invitees,
whether or not caused, in whole or in part, by alleged
r,egligence on the part of officers, agents, servants,
e�n�loyees, c ontractors, subcontractors, licensees and invitees
of th� Own�r; and said Contractor does hereby covenant and
agree to assume all liability and responsibility of Owner, its
officers agents, servants and employees for property damage or
loss, and/or per�onal injuries, including death, to any and
all persons of whatsoever kind or character, whether real or
asserted, arising out of or in..connection with, directly or
indirectly, the vork and services to be performed hereunder by
�ontractor, its officers, aqents employees, contracto�s,
subcontractors, licensees and invitees, whether or not caused,
C6-6 (81
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in vhole or in part, by alleged negligence of officers,
agents, s?rvants, em�loyees, contractors, subcontractors,
licen�ees or invitees of the Owner. Contractor likewise
covenants and aarees to, and does hereby, indemnify and hold
harmless Owner from and against any and a11 injuries,loss or
damages to property of the Owner during the performance of any
of the terms and conditions of this Contract, whether arising
out of or in connection with or resulting from, in whole or in
part, any and all alleged acts or omissions of officers,
agents, servants, employees, contractors, subcontractors,
licenses, or invitees of the Owner.
In the event a written claim for damages against the
� contractor or its subcontractors remains unsettled at the time
� all �:�ork on the Qroject has been completed to the satisfaction
of the Director of the Water Department, as evidenced by a
�+� f inal inspectior., final payment to the Contractor shall not be
�� recommended by the Director of the Water Department for a
period of 30 days after the date of such final inspection,
unless the Contractor shall submit written evidence
� satisfactory to the Dizector that the claim has been settled
and a release haG been obtained from the claimant involved.
� If the claim concerned remains unsettled as of the expiratien
oF the above 3�-day peziod, the Contractor may be deemed to be.
entitled to a semi-final payment for work completed, such
F" semi-final payment to be in an amount equal to the total
• dollar amount then due less the dollar value of any �rritten
claims pending against the Contractor arising out of the
performance of such work, and such semi-final payment may then
� be recomm�nded by the Director.
T�e Director shall not recommend final pay�nent to a Contractor
�1 against Whom such a claim foz darr,ages is outstanding for a
�w poriod of six months following the date of the acceptance of
the work performed unless the Contractor submits evidence in
�" writ�ng satisfactory to the Director that:
t. The claim has been settled and a release has been
obtained from the claimant involved, or
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2. Good faith efforts have been made to settle such
outstanding claims, and such good faith efforts
have failed.
If 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 f inal pay:nent to the Contractor be made. At the
C6-6 (9)
expiration of the six month period the Director may recom�end
that final paym�nt be made if all other work has been
performed and all other obligations of the Contractor have
been met to the satisfaction of the Director.
The Director may, if he deems it approQriate, tefuse to accept
bids on other water Department Contract work from a Contractor
against whom a claim for damages is outstanding as a result of
vork performed under a City contract.
C6-6.13 CONTRACTOR'S CLAIM FOR D�'�tAGES: Should the �ontractor
claim compensation for any alleged damage by reason of the
acts or omissions of the Owner, he shall within thre� days
after the actual sustaining of such alleged damage, make a
Written statement to the Engineer, settin3 out in detail the
nature of the alleged damage, and on or before the 25th day Qf
the month succeeding that in which any such damage is claimed
to have been sustained, the Contractor shall file with the
Engineer an itemized statement of the details and amount of
such alleged damage and, upon request, shall give the Engineer
access to all books of account, receipts, vouchers, bills of
ladinq, and othez books or papers containing any evidence as
to the amount of such alleged dama�e. Unless such statements
shall be file� as hezeinabove required, the Contractoz's claim
for compensation shall be waived, and he shall not be entitled
to pay�ent on account of such damaqes.
C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES� ETC.:
In case it is necessary to change, move, or alter in any
manner the property of a public utility or others, the said
property shall not be moved or interfered with until orders
thcereupon have been issuPd by the Engineer.. The right is
reserved to the owners of public utilities to enter the
geographical limits of the Contract for the purpo�e of making
such changes or repairs to their property that may be
necPssary by the performance of this contract.
C6-6^15 TENPORARY SEWER AND DRAIN CONhECTIONS: When existing
sewer lines havz to be taken up or removed, the Contractor
shall, 3t his own expense and cost, provide and maintain
te�noorary outlets and connections for all Frivate or public
dcains and sewers. The Contractor sha11 also take care of all
s�wa�e and drainage which will be received from these drains
3nd sewers, and for this purpose he shall provide and
maintain, at his own cost and expense, adequate pumping
°acilitiAs and tem�oracy outlets or diversions.
The Contractor, at his own cost and ex�ense, shall construct
such tcoughs, pipes, or other structures necessary, and be
prepared at all times to dis�ose of drai�age and sewage
C6-6 (10)
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�' received from these temporary connections until such times as
the permanent connections are built and are in service. The
existing sewers and connections shall be kept in service and
maintained under the Contract, except when specified or
� ordered to be abandoned by the Engineer. All water, 6euage,
and other waste shall be disposed of in a satisfactory manner
so that no nuisance is created and so that the work under
�I construction will be adequately protected.
C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE
� CITY: When the Contractor desires to use City water in
, connection with any construction work, he shall make complete
and satisfactory arrangements with the Fort Worth City Water
Depart�rent,for so doing.
City water f urni5hed to the Contractor shall be delivered to
the Contractor from a connection on an existinq City main.
All piping required beyond the point of delivery shall be
installed by the Contracto� at his own expense.
The i.ontr3ctor'� responsibility in the use of all existinq
fire hydrant and/or valves is detailed in Section E2-1.2 USE
OF FIRE HYDRAI3TS AND VALVES in these General Contract
Documents.
�Ihen meters are used to measure the wa�er, the charges, if
� any, for water will be at the zegular established rates. Whea
• meters are not used, the charges, if any, will be as
prescribed by the City Ordinance, or where no ozdinance
applies, payment shall be made on estimates and zates
established by the Director of the Fort Worth Water
�r' DPpar tment.
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Cb-6.i7 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in
the opiniea of itie Engineer, any section or portion of the
work or any structure is in suitable condition, it may be put
into use upon the written order of the Engineer, and such
usage shall not be held to be in any Way an a:ceptance of said
work or 5t�ucture or any part thereof or as a Waiver of any of
the provisions of these Contract Docucrants. All necessary
re�airs and removals of any section of the work so put into
use, due to defective materials or workmanship, Pquipment, or
to deficient operations on the part of the Contractor, shall
be performed by the Contractor at his own expense.
C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: Until
written acceptance by the Owner as provided for in these
Contract Documents, the work shall be under the charge and
care of the Con[ractor, and he shall take every necessary
precaution to prevent injucy or da;nage to the work or any part
C6-6 (11)
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thereof by action of the elements or
whatsoeVe:'� whether atising fro�n the execution
of the work. The Contractor shall rebuild,
and make good at his own expense all injuries
portion of the work occasioned by any of
ca�ses.
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or nonexecution `"
repair, restore, �
or damag� to any !
the hereinabove �
Cb-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer
�r any orc3er by the Owner by payment of money or any payment
for or acceptance of any work, or any extension of time, or
any possession taken by the City shall not operate as a wai�•er
of any provision of the Contract Documents. Any waiver of any
braach or Contract shall not be held to be a waiver of any
othsr or �ubsequent breach.
The Owner reserves the right to correct any error that may be
discov2red in any estimate that may have been paid and to
adjust the same to meet the requirements of the Contract
Documents.
C6-6.20 PERSONAL LIABILITY OF PUBLZC �FFICIALS: In carryinq
out the pzovision� of these Contract Documents or in
exercising any powez of authority granted thereunder, there
shall be no liability upon the authorized representatives of
the �wner, either personally or otherwise as they are agents
and rep�esentatives of the City.
C6-6.21 STATE SALES TAX: On a contract awarded by the City of
F�rt �orth, an organization which qualifies fot exemption
pursuant the provisions of Article 20.04 (ii) of the Texas
Limited Sales, excis�, and Use Tax Act, the Contractor may
�urchase, rent or leas� all materials, supplies and equipment
used or consumed in the perfozmance of this contract hy
issuing to his supplier an exemption certificate in lieu of
the tax, said exemption certificate to co mply with State
Comptroller's Ruling .007. Any such exemption certiEicate
is-sued by the �ontractor in lieu of th? tax sha21 be subject
to an� shall comply with the provisions of State Conptroller's
R�ling .011, and any other applicable State Comptroller
rulings pertai�in� to the Texas Limited Sales, ExciSe, and Use
Tax Act.
O n a contract awarded by a developer for the construction of a
publicly-owned im�rovement in a street right-of-way or other
easement which has been dedicated to the public and the City
o: Fort Worth, an organization Which qualifies for exemp_ion
pursuant to the provisions of Ar[icle 20.04 (H) of the Texas
limite3 Sales, Excise, and t)se Tax Act, the Contractor can
orob3bly be exe:�pted in the sam� manner stated above.
C6-6 (12)
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Limited Sale, Excise and Use Tax permits and information can
be obtained from:
Comptroller of Public Accounts
Sale Tax Division
Capitol Station
�ustin, TX
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?ART C - GE�vERAL COtiDITIONS
C7-7 PROSECUTION A*7D PROGRESS
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SECTION C7-7 PROSECUTION AND PROGRESS:
L'� C7-�.1 SUBLETTING: T he Contractor shall perform with his own
organization, and with the assistance of workman under his
immediate superintendance, work of a value of not less tha�
� fifty (SOS) percent of the value embraced in the contract. If
the Contractor sublets any part of the work to be done under
these Contract Documents, he will not under any circumstances
�;i be relieved of the responsibility and obligation assumed under
these Contract Documents. �►11 transactions of the Engineer
will be with the Contractor. Subcontractors will be
� considered only in the capacity of employees or workmen of the
Contractor and sha12 be subject to the same requirements as to
' character and competency. The OWner will not recogniae any
� subcontractor on the work. The Contzactor shall at all times,
when the work is in operation, be represented either in person
or by a superintendent or other designated representatives.
�j? C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not
�". assiqn, transfer, sublet, convey, or otherwise dispose of the
contract or his zights, title, or interest in or to the same
�"' or any part thereof without the previous consent of the Owner
. . expressed tiy zesolution of the City Council and concurred in
by the Sureties.
� If the Contractoz does, �ithont such previous consent, assign,
transfer, sublet, convey, or othervise dispose of the contract
or his right, title, or interest therein or any part thereof,
1' to any person or persons, partnership, �ompany, firm, or
corporation, or does by bankruptcy, voluntary or involuntary,
or by assignment undez the insolvency laWs of any state,
�" atte�npt to dispose of the contract may, at the option of the
. Owner be revoked and annulled, unless the Sureties shall
successfully complete said contract, and in the event of any
� such revocation or annulment, any moaies due or to become due
� under or by virtue of said contract shall be retained by the
Owner as liquidated damages for the reason that it would be
�impracticable and extremely difficult to fix the actual
y damages,
C7-7.3 PROSECUTION OF THE WORK: Prior to beginnin� any
� construction operation, the Contractor shall submit to the
Engineer in five or more copies, if requested by the Engineer,
a pcoqress schedule preEerably in chart or diagram form, or a
� brief o�tlining in 3etail and step by step the manner of
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C7-7 (1)
prosecuting the work and orderinq materials and equipment
which he expects to follow in order to complete the project in
the scheduled time. There shall also be submitted a table of
e.stimate3 amounts to be earned by the Contractor during each
monthly estimate period.
The Contractor shall commence the work to be performed under
this contract within the time limit stated in these Contract
Documents and shall conduct the work in a continuous manner
and with sufficient equipment, materials, and labor as is
necessary to insure its completion within the time limit.
The sequence requested of all construction operations shall be
at all times as specified in the Special Contract Documents.
Any d�viaticn from scuh sequencing shall be submitted to the
Engineer for his approval. Contractor shall not proceed with
any devi3tion until he has received written approval from the
Engineer. Such specification or approval by the Engineer
shall not relieve the Contractor from the full responsibility
of the complete performance of the Contract.
The contract time may be changed on:y as set forth in Section
C7-7.8 "Extension of Time of Completion" of this Aqreement,
and a progress schedule shall not constitute a change in the
contract time.
C7-7.4 LIMITATIONS OF OPERATIONS: The working operations
shall at all times be conducted by the Contractor so as to
create a minimum amount of inconvenience to the public. At
any ti�e when, in the judgment of the Engineer, the Contractor
has obstructed or closed or is carrying on operations in a
portion of a street or public way greater than is necessary
for the prooer execution of the Work, the Engineer may requize
the Contractor to finish the section on Which operations are
in progcess before the work is commenced on any additional
section or street.
C7-7.5 CHAR ACTER OF WORKNEN AND EQUIPMENT: Local labor shall
be used by the Contractor is available. The Contractor may
b:ing in from outside the City of Fort Worth his key men and
his superinten�ent. Alt other workmen, including e4uipment
oQerators, may be imported only after the local supply is
exhauste�. The Contractor shall employ only such
supPrintendents, fore�en, and Workmen Who are careful,
comoetenC, and fully qualified to perform the duties or tasks
as�igned to them, and the Engineer may demand and secure the
summary dismissal of any parso�n or parsons employed by the
Contrac�oc in or about oc on the work wtio, in the opinion..of
tha Owner, shall misconduct hinself or be found to be
incompetent, disrespectful, intemperate, dishonest, or
C7-7 (2)
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othervise objectionable or neglectful in the proper
performance of his oc their duties, or who neg?ects or refuses
to comply viih or carry out the directions of the Owner, and
such person or persons shall not be employed again thereon
without written consent of the Engineer.
All workmen shall have sufficient skill, ability, and
experience to properly pezform the work assigned to them and
ooerste any zquipment necessary to properly carry out the
performance of the assigned duties.
T he Contractor shall furnish and maintain on the work all such
equipment as is considered to be necessary for prosecution of
the work in an acceptable manner and at a satisfactory rate of
progress. �►11 equipment, tools, and machinery used for
handlinq mat�rials and executing any part of the work shall be
subject to the approval of the Enqineer and shall be
maintained in a satisfactory, safe and efficient Working
condition. Equipment on any portion oF the Work shall be such
that no injury to the work, workmen or adjacent propezty will
result from its use.
C7-7.6 WORR SCHEDULE: Ela�se3 workinq days sha21
� st3rting with the first day of work completed as
C1-1.23 '�IORKING DAY" or the date stipulated i
ORDER" for beqinning work, whichever comes first.
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be computed
defined in
n the 'WORK
Nothin� in these Contract Documents shall be construed as
prohibiting the Contractor from working on Saturday, Sunday or
Legal Holidays, providinq that the following requirements are
met:
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a. � request to Work on a specific
Legal Holiday must be made to the
than the proceeding Thursday.
Saturday, Sunday or
Engineer no later
.._b. Any work to be done on the project on such a
speciEic S�turday, Sunday or Leqal Holiday must be,
in the opinion of the Engineer, essential to the
ti,rely com�letion of the project.
� The Engineer's decision shall be final in response to such a
request for approval to work on a specific Saturday, Sunday or
� Leg al Holiday, and no extra compensation shall be allowed to
the Contractor for any work Qerformed on such a specific
Saturday, Sunday or Legal :ioliday.
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Calenda� �ays shall be defined in C1-1.24 and the Contractor
may vork as he so desires.
C7-7 t3)
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C7-7.7 TIME OF COMMENCEMENT AND COM?LETIdN: The Contrac:or
shall commence the working operations within the timA
speci E ied in the Contract Documents and set forth in the Work
Ocdet. Failure to do so shall be considered by the Owner as
ahandonment of the Contract by the Contractor and the Owner
may proceed as he sees fit.
The Contractor shall maintain a rate of progress such as will
insuce that the whole work vill be performed and the premises
cleaned up in accordance with the Contract Documents and
within the time establish�d in such doc�ments and such
extension of time as may be properly authorized by the Owner.
C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request
for an extension of time of completion shall be considered
only w!�en the request for such extension is submitted in
writing to the Engineer within seven days from and after the
time allPged cause of delay shall have occurred. Should an
extension of the time of completion be requested such request
will be forwarded to the City Council for approval .
In adjusting the contract time E�r completion of work,
consideration will be given ta unforseeable causes beyond the
control of and without the fault or negligence of the
Contractor, including but limited to acts of the public enemy,
acts of the Owner, fire, flood, tornadoes, epidemics,
qu3rantin�.restrictions, strikes, freight embarqoes, or delays
of sub-contractors due to such causes.
when the dat? oE completion is base3 on a calendar day bid, a
r�equest for extension of time because of inclement weather
will not be considered. A request for extension of time due
to inability to obtain supplies and materials Will be
considered only when a review of the Contractor's purchase
ordar dates and other pertinent data as requested by the
Engineer indicates that the Contractor has made a bonafide
3ttem�t to secure delivery on schedule. This shall include
Pfforts to obtain the supplies and materials from alternate
sources in ca�e �he first source cannot make delivery.
If satisfactory execution and completion of the contract
should require Nor�c and materials in greatar amounts or
quantities than those set forth in the approved Contract
Documents, then the contract time may be increased by Change
Order,
C7-7.9 DELAYS: The Contr�ctor shall receive no com2ensation
Eor delays or hindrances to the work, except when direct and
unavoidable extra cost to the Contractor is caused by the
failu-e of the City to provide inEorRation or materi�l, if
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any, which is to be furnished by the City, when such extra
compen�ation is claimed a wtitten state:nent thereof shall be
oresented by the Contractor to the Engineer and if by him
found correct shall be approved and referred by him to the
Counci 1 for f inal approval or disapproval; and the action
thereon by the Council shall bs final and binding. If delay
is cause3 by specific orders qiven by the Engineers to stop
work, or by the performance of extra work, or by the failure
of the City to provide material or necessacy 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, be subject to the approval of the
City Council; and no such extension of time shall release the
Contractor or the surety on his performance bond from all his
obligations hereunder which shall zemain in.full force until
the dischar3e oF the contract.
C7-7.10 TIME OF COMPLETION: The time of completion is an
essential element of the contract. Each bidde.r shall indicate
in the appropriate place on the last page of the Proposal the
number of working days or calendar days that he will rPquire
to fully complete this contract or the time of completion Will
be soecified by the City in the Pzoposal section of ihe
contract documents.
The nurnber of days indicated shall be a realistic estimate of
th� timz required to complete the work covered by the specific
c�ntract being bid up on. The amount of time so stated by the
successful bidder or the City will become the time of
completion speciEied in the Contract Documents.
For eac!� calendar day that any Work shall remain uncompletea
after the time sQecified in the Contract Documents, or the
increased time granted by the Owner, or a� automatically
increased by additional wozk or materials orde�ed after the
contract is signed, the sum per day given in the followinq
sch�ule, unless othezwise specified in other parts of the
Contract Docunents, will be deducted from monies due the
Contractor, not as a penalty, but as liquidated da;nages
sufEered by the Owner.
AMOUNT OF CONTRACT
Less than $ 5,000
S 5,001 to $ 15,000
S 15,001 to S 25,000
S 25,001 to S 50,000
S 50,001 to 5 100,000
S 100,001 to 5 500,000
C7-7 (5)
inclusive S 35.00
inclusive S 45.00
inclusive S 63.00
inclusiv� 5 105.00
inclusive S 154.00
inclusive S 210.00
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5 500,001 �o
51,000,001 to
52,000,001 azd ov�r
51,000,000 inclusive S 315.00- �
52,000,000 inclusive 5 420.00
a 630,00
The parties hereto understand and agree that any harm to the
City caused by the Contractor's delay in completing the Work
hereunder in the time soecified by the Contract Documents
w�u13 be incapable or very difEicult of accurate estimation,
and that the "Amount of Liquidated Da�ages Per Day", as set
out above, is a reasonable forecast of just co�pen�ation due
the City for harm caused by any delay.
C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall
suspend operations on such part or parts of the work ordered
by any court, and Will not be entitled to additional
compensation by virtue of such court order. Neither will he
be liable to the City in the event the work is suspended by a
Court Order. Neithzr will the Owner b� liable to the
Contractor by virtue of any Court �rder or action for which
the Owner is not solely responsible.
C7-7.12 TEMPORARY SUSPENSI�N: The Owner sha21 have the right
to suspend the Work operation wholly or in part for such
p eriod or periods of time as he may deem necessary due to
unsuitable weather conditions or any other unfavorable
conditions which in the opinion of the Ownez or Engineer cause
further prosecution of the work to be unsatisfactory or
d ettimental to the interest of the project. Durinq temporary
suspension of Work covered by this contract, for any reason,
the Owner will mak� no extra payment for stand-by time of
eonstruction equipment and/or construction cre�s.
If it should become necessary to suspend Wor'R for an
indefinite period, the Contractor shall store all materials in
such manaer that they will not obstruct or impede the public
unne�essarily nor become damage3 in any way, and he shall take
e ve�y preca�tion to prevent damage or deterioration of the
wo-k performed; he shall provide suitable drainage about the
wor'�, �nd erect temporary stzuct�res where necessar.y.
S hould the Contractor not b� ablz to complete a portion of the
project due to causes beyond the control of and without the
f ault or negl igence of the Contractor as set forth in
Paragrapn C7-7.8 EXTENSION OF THE 'fIME OF COMPLETION, and
should it be determined by mutual consent of the Cont:actor
and the Engineer that a solution to allow construction t o
�roceed is not available within a reasonable period of time,
then the Contractor may be reimbursed for the cost of moving
h i s equ ipmen t of f the job and returning the necessary
e�uipment to the job W`�en it is determined by the Engir.eer
C7-7 f61
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� that cc�struction may be resu�ned, Such reimburse:nent shall be
, base3 or, actual cost to the Contractor of moving the equip�nent
and no profit will be allowed.
� No reimbursement shall be allowed if the equipment is move3 to
another construction project for the City of Fort Worth.
� The Contractor shall not suspend wo:k without written notice
fzom the Engineer and shall proceed with the work operations
promptly vhen notified by the Engineer to so resume
� operations.
C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY:
�Whenever, because of National Emerqency, so declared by the
' President of the United States or other lawful authority, it
becomes impossible for the Contractor to obtain all of the
� necessary labor, materials, and equipment for the prosecution
eF the Work with reasonable continuity for a period of two
months, the Contractor shall within seven days notify the City
in writing, qivinq a detailed statement of the efforts which
have been made and listinq all necessazy items of labor,
materials, and equipment not obtainable. If, after
investigations, the Owner finds that such conditions existinq
and that the inability of the Contractoz to proceed is not
attributable in whole or in part to the fault or neglect of
the Contract, then if the Owner cannot after reasonable effort
� assist the Contractor in procuring and making available the
• neces�ary labor, materials and equipment within thirty days,
the Contractor may request the Owner to terminate the contract
and the OWner may comply with the request, and the termination
� shall be conditioned and based upon a final settlement
mu�ually acceptable to both the Owner and the Contractor and
final payment shall be made in accordance with the terms of
� the agree3 settlement, which shall include, but not be limited
to, the payment for all work executed but no anticipated
profits on work which has not been performed.
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C7-7.14 SUSPENSION OR ABAtrDOhY.Er'T OF THE WORK AND ANNULMENT OF
CONTRACT: The work operations on all or any portion or
sectior, of the work under Contract shall be suspended
immedia�ely on written order of the Engineer or the Contract
� may b� dzclared cancelled b the Cit Council for an
Y y y good and
sufficient cause. The following, �y way of example, but not
� oE limitation, may be considered grounds for suspension or
cancellation:
� a. Failure of the Contxactor to commence work
operations within the time specified in the hork
Order issued by �he Owner.
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b. Substantial evidence that proqress of the wor�
operations by Contractor is insufficient to
complete the work within the specified time.
c. Failure of the Contractor to provide and maintain
sufEicient laboz and equipment to properly execute
the working operations.
d. Substartial evidence that the Contractor has
abandoned the vork.
e. Substantial evidence that the Contractor has become
insolvent oz bankrupt, or otherwise financially
unable to carry on the work satisfactorily.
f. Failure on the part of the Contractor to observe
any requirements of the Contract Documents or to
comply With any orders qiven by the Enqineer or
Owner provided for in these Contract Documents.
q. Failure of the Contractor promptly to make good any
defect in materials or Korkmanship, or any defects
of any nature the correction of which has been
directed in writing by the Engineer or the Owner.
h. Substantial evidence of callusion for the purpose
of illegally procuring a contract or pezQetrating
f zaud on the City in the construction of work under
contract.
i. A substantial indication that the Contractor has
° made an unauthorized assiqnment of the contract or
any funds due therefrom for the benefit of any
creditar or for any other purpose.
j. If the Contractor shall for any cause whatsoever
__ not carry cn the vorking operation in an acceptable
manner.
k. If the Contractor commences legal action against
the Owner.
�► copy of the suspension order or action of the City Council
shall be s�rved on the Contractor's Sureties. When work is
susPended for any cause or causes, or when the contract is
cancPlled, the Contractor shall discontinue the work or such
part thereof as the Owner shall designate, whereupon the
Suceties may, at theit option, assume the contract or that
pottion theraoE which the Owner has ordered the Contractor to
discontinue, and may perEorm the same or may, with the vritten
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� consent of the Owner, sublet the work or that �ortion of the
- w�rk as ta�cen ov�r, provided however, that the Sure�ies shall
exercise theit option, if at all, within two weeks after the
" written notice to discon�inue the work has been s?rved upon
� the Contractor and upon the Suzeties or their authorized
agents. The Sureties, in such event shall assume the
Contractor'� place in a11 respects, and shall be paid by the
� Owner for all work performed by them in accordance with the
terms of the Contract Docsments. All monies remaining due the
� Contractor at thz time of this default shall thereupon become
due and payable to the Sureties as the work progresses,
� � subject to all of the terms of the Contract Documents.
' In case the Sureties do not, within the hereinabove specified
� time, exercise their right and option to assume the contract
responsibilities, or that poction thereof which the Owner ha�
ordered by the Contractor to discontinue, then the Owner shall
� have the power to complete, by contract or otherwise, as it
r�ay determinA, ttte wark herein described or such part thereof
a� it :�ay deem necessary, and the Contractor hereto agrees
� that the Owner shall have th� right to take possession of and
use any matecials, plants, tools, equipment, supplies, and
property of any kind provided by the Contractor for the
� purpose of carrying on the work and to procure other tools,
equipment, materials, labor and property for the completion of
the work, and to charge to the account of the Contractor of
�o said contcact expense for labor, materials, tools, equipment,
• and all expenses incidental thereto. The expense so charqed
' shall be deducted by the Owner from such monies as may be due
or may become due at any time thereaFter to the Contractor
� und�r and by virtue af the Contract or any part thereof. The
Owner shall not be requirAd to obtain the lowest bid for the
.+ork completing the contract, but the expense to be deducted
�I shall be the actual cost of the owner of such work.
In case such expenses shall exceed the amount which would have
�++ bee.n. payable under the Contract if the same had been completed
by the Contractor, then the Contractor and his Sureties shall
� pay the amount of such excPss to the City on notice from the
O�ner of the excess due. W!�en any particular pact of the work
� is b�ing carried on by the Owner by contract or otherwise
under the provisions of this section, the Contractor stiall
continue the remainder of the work in conEormity with the
� terms of the Contract Documents and i� such a manner as to not
hi�der or interfere with performance of the work by thz Ow�ez.
C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be
� consid�re3 as having bee� fulfilled, save as provided in any
bond or b onds oc by law, vhen all the work a�d all sectinns or
parts of the project covered by the Contract Documents have
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C7-7 c9)
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been finished and completed, the final inspection ma3e by the
Enqineer, and th� final acceptance and final payment made by
the Owner.
C7-7.16 TERMZNATION FOR CONVENIENCE OF THE Ow�7ER:
A.
B.
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NOTICE OF TERMI`JATION: The performance of the work
under this contrac� may be terminated by the Owner
in whole, or from time to time in part, in
accordance with this section, whenever the Owner
shall determine that such termination is in the
best interest of the Owner. Any such termination
shall be effected by mailing a notice of
termination to the Contractor specifying the extent
to which performance of work under the contract is
terminated, an3 the date upon which such
termination becomes effectivP. Aeceipt of the
notice shall be deeme6 conclusively presumed and
established when the 1Ptter is placed in the United
States Mail by the Owc,er. Further, it shall be
deemed conclusively p:esumed and established that
such termination is mad� with just cause as therein
stated; and no proof in any c2aim, demand or suit
shall be reqaired of the Owner regarding such
discretionary action. •
CONTRACTOR ACTION: After receipt of a notice of
termination, and except as otherwise directed by
the Engineez, the Contractor shall: '
1. Stop work under the contract on the date and
to the extent specified in the notice of �
termination; .
__ 2. olace no further orders or subcontracts for
materials, services or facilities except as
may be necessary for completion of such
poction of the vork und?r the contract as is
not terminated;
3. terminate all orders and subcontracts to the
extent that they relate to the performance of
work tecminated by thz notice of termination;
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4, transfer title to the Owner and deliver in
the manner, at the times, and to the extent,
if any, dir�cted by the Engineer: ' Iw
C7-7 (101
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a. the fabricatad or unfabricate3 garts,
work in process, completed work,
supplies and other material produced as
a part of, or acquired in connection
with the performance of, the work
terminated by the notice of
termination; and
b. the completed, or partially completed
plans, drawinqs, information and other
property vhich, if the contract had
been completed, would have been
required to be furnished to the Owner.
5. complete performance of such part of the work
as shall not have been terminated by the
notice of termination; and
6. take such action as may be necessary, or as
the Engineer may direct, for the protection
and preservation of the property related to
its contract Khich is in the possession of
the Contractor and ia Which the Owner has or
may acquire the rest.
� At a time nat latez than 30 days af ter the
�,,, termination date specified in the notice of
termination, the Contractor may submit to the
- Enqineer 3 list, certified as to quantity and
guality, of any or all items of termination
inventory not previously disposed of, exclusive of
� . f tems the disposition of Which has been directed or
authorized by the Enqineer. Not later than 15 days
� . ther�after, the Owner shall accept title to such
items provided, that the list submitted shall be
su bject to verification by the Engineez upon
�, ,� temoval of the items or, if the items are stored,
within 45 days from the date of submission of the
list, and any necessary adjustments to correct the
list as submitted, shall be made prior to final
settlement.
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C. TERMINATION CLAIM: Within 60 days after notice of
� termination, the Contractor shall submit his
termination claim to the Enqineer in the form and
with the certification pr�scribed by the Engineer.
� Unless one or more extensions in writing_arz .
granted by the Ovrrer u�on request of the
Contractor, made in writing within such EO 3ay
period or authorized extension thereof, any ar.d all
� such claims s�all be conclusively deemed vaived.
� C7-1 (11)
D. AMOUNTS: Subjec� to the provisions of Item
C7-7.16(C), the Con�ractor and Owner may agree upon
the whole or any part of the amount or amounts to
be paid to the Contractor by reason of the total or
partial termination of work pursuant hereto;
provided, that such agreed amount or amounts shall
never exceed the total contract price as reduced by
the amount of payments otherwise ,�nade and as
further reduced by the contract price of w�rk not
terminated. The contract shall be amended
accordingly, and the Contractor shall be paid the
agreed amount. No amount shall be due for lost or
anticipated profits. Nothing in C7-7.16(E)
hezeafter, prescribing the amount to be paid to the
Contractor in the event of failure of the
Contractor by reason of the termination of work
pursuant to this section, shall be deemed to limit,
restrict or otherwise determine or affect the
amount or amounts which may be agreed upon to be
paid to the Contr3ctor pur�uant to this paragraoh.
E. FAILURE TO AGREE: In the event of the failuze of
the Contractor and the Owner to agree as provided
in C7-7.16 (D) upon the whole amount to be paid to
the Contractor by reason of the termination of woric
.pursuant to this section the Owner shall determine,
on the basis of information available to it, the
amosnt, if any, due to the Contractor by reason of
the termination and shall pay to the Contractor the
amounts determined. No amount shall be dle for
lost or anticipated profits.
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F. DEDUCTIONS: In arriving at the amount due the
contractor under this section, there shall be
deducted (a) all unliquidated advance or other
'' payments on account theretofore made to the
Contractor, applicable to the terminated portion of
tl�is contra�t; (b) a�y claim which the Owner may
hays against the Contractor in connection With this
contra:.t; and (c) the a�reed price for, or the
proceeds oE sale of, any matecials, supplies or
other things kept by the Contractor or sold,
purs�ant to the Provisions of this clause, an3 not
otherwise r�covered by or credited to the Owner.
G, ADJUSTMENT: If the termination heceunder be
partial, prior to the settle;nent of the terminated
portion of this contract, the Contractor may file
�aith the Engineer a request ir. writing f�r an
C7-7 t12)
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equitable adjustment of the price or prices
specified in the contract relating to the continued
portion of the eontract (the portion not terminated
by the notice oF termination), such equitable
adjustment as may be agreed upon shall be made in
such price or prices; nothinq contained herein,
however, shall limit the tight of the Owner and the
Contractor to agree upon the amount or amounts to
be paid to the Contractor for the completion of the
continued portion of the contract when said
contract does not contain an established contract
price for such continued portion.
� H. . NO LIMITATION OF RIGHTS: Nothing contained in this
_ section shall limit or alter th= rights which the
Owner may have for termination of this contract
� undez C7-7.14 hereof entitled "Suspension of
- Abandonment of the work and Amendment of Contract"
or any other right v;�ich Owner may have for default
^' or breach of contract by Contractor.
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C 7-7.A7 SAFETY METHODS AND PRACTICES: The Contractor shall be
� responsible for initiating, maintaininq, and supervisinq all
safety precauti�ns and proqrams in connection �,rith the Work at
all times and shall assume all responsibilities for their
- enforcement. �
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. • The Contractor shall comply Kith federal, state, and local
2aws, ordinances, a�d re3ulations so as to protect person and
�� property from injury, including death, or damage in connection
� with the Work.
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C7-7 t13)
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PART C - GENERAL CONDITIONS
C8-8 M :F,SCiREMc.NT AND PAY�.NT
SECTION C8-8 MEASUREMENT AND PAYMENT
�,� C8-8.1 MEASUREMENT OF QUANTITIES: The determination of
�� quantities oE work performed by the Contractor and authorized
by the Contract Documents acceptably completed under the terms
� of the Conttact Documents shall be made by the Engineer, based
on measurements made by the Engineer. These measurements will
be made according to the United Stat�s Standard Measurements
� used in common practice, and vill be the actual lenqth, area,
solid contents, numbers, and weights of the materials and
items installzd.
C8-8.2 UNIT PRZCES: When in the Proposal a"Unit Price' is
set forth, the said "Unit Price" shall include the furnishing
by the Contractor of all labor, tools, materials, machinery,
equipment, a�pliances and appurtenances necessary for the
construction of and the completion in a manner acceptable to
the Engineer of all work to be done under these Contract�
Documents.
— The "Unit Price" shall include all permanent and temporary
�,,, protection of overhead, surface, and underground structures,
. cleanup, finished, overhead expense, bond, insurance, patent
� fees, royalties, zisk due to the elements and other causes,
delays, prof its, injuries, damaqes claims, taxes., and all
other items not specifically mentioned that may be required to
� fu21y construct each item of the work complete in place and in
a satisfactory condition for operation.
� C8-8.3 LUMP SUM: When in the Proposal a'Lump Sum" is set
forth, the said "Lump Sum" shall represent the total cost foz
�., the Contractor to furnish all labor, tools, materials,
ma:hinery, equipment, appurtenances, and all subsidary vork
' necessary for the construction and completion of all t�e vork
to provide a complete and functional item as detailed in the
Special Contract Documents and/or Plans.
C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and
�, accept the compensation, as herein provided, in full payment
for furnishing all labor, tools, materials, and incidentals
for performing all work contemplated and embraced under these
� Contrac[ Documents, for all loss �nd damage arising out of the
'!� nature of the wor�c or from the action of the ele:nents, for any
� unfo�eseen defects or obstructions w!�ich may arise or be
encountered during the prosecution of the vork at any time
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C8-8 (1)
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befora its final acceptance by the Ow�e:, (exce�t as provided
in paragraph C5-5.14) for all risks of whatever des�ription
connect�d with the prosecution of the work, for all expense
incuc�ed by or in consequence oP susQension or discontinuance
of such prosec�tion of the workinq operations as herein
soecified, or any and all infringements of patents,
trademarks, copyrights, ot other legal reserva�ions, and for
co�oteteing the work in an acceptable manner according to the
terms of the Contract Documznts.
The payment of any cuzrent o� partial estimate prior to Einal
acce�tance of the work by the Owner shall in no way constitute
an acknowledgment of the acceptance of the work, materials, or
equipment, nor in any way prejudice or affect the obligations
of the Con tractor to repair, correct, renew, or replace at his
own and proper expense any defects or imperfections in the
construction or in the strength or quality of the material
used or equipment or machinery furnished in or about the
construction of the work under contract and its appurtenances,
or any damage due or attributed to such defects, which
de:ects, imperfection, or damage shall havz been discovered on
or before the final inspection ann accept�nce of vork or
durinq the one yeat guaranty period after final acceptance.
The Owner shall be the sole judge of such defects,
imperEactions, or damage, and the Contractor shall be liable
t� th� OwnPr for failure to c�rrect the same as provided
herein. .
C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and
Sth day of each month the Contractor shall submit to the
�ngineer a statement showing an estimate of the value of the
work done during the pr�vious month, or estimate pPriod under
the Contract Documents. Not later than the lOth day of the
month the Engineer shall verify such estimate, and if it is
f ound to be acceptable and the value of work performed since
the last p3rtial payment was made ex.ceeds one hundred dollars
(S�a0.00) in amount, 90fl of such estimated sum will be paid to
the �ontr3ctor if the total contract amount is less than
S400,000, or 958 of such estimate� sum wi11 be paid to the
Contcacto: if the total contract amount is 5400,000 or greater
Within twenty-five (25) days aft�r the regular estimate period.
The City will have the option of prepazing estimates on forms
furnished by the City. The pa�tial estimate may include
acceptable nonp�rishable materials delivered to the work which
are to be incorporateri into the Work as a permanent part
thereof, but Nhich at the the time of the estimate have not
bPen installed. (such payTent will be allowed on a basis of
85e of the net invoic� value thereof.) Ttie �ontractor shall
furnish the Engineer such informa'.ion as he may request to aid
C8-8 (2)
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him as a guid� in the verification or the preparation of
partial estimates.
It is understood that the partial estimate from month to month
� will be approximate only, and all partial monthly estimates
and Qayment will be subject to correction in the estimate
rendered followinq the discovery of an error in any previous
� estimate,and such estimate shall not, in any respect, be taken
as an admission of the Owner of the amount of work done or of
its quality of sufficiency, or as an acceptance of the work
� done or the release of the Contract.or of any of �is
responsibilities under the Contract Documents.
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The City reserves the riqht to withhold the payment of any
monthly estimate if the contractor fails t� perform the work
strictly in accordance with the specifications or provisions
of this contract.
C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or
estimates may be hpld in abeyance if the performance oF the
con;truction operations is not in accordance with the
requirements of the Contract Documents.
' r8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided
for by the Contract Documents shall have been completed and
all tequir�ments of the Contract Documents shall have been
r. fulfilled orz the part of the Cont�actot, the Contractor shall
' notify the Enqineer in writinq that the improvements are ready
for the final inspection. The Engine2r shall notify the
aQpropriate officials of the Owner, will within a reasonable
time :nake such f inal inspection, and if the work is
�d satisfactory, in an acceptable condition, and has been
comnleted in accordance with the terms of the Contract
Docu ments and all approved modifications thereof, the Engineer
� vill initiate the processing of the final estimate and
recommend final acceptance of the project and final payment
� the�Eor as outlined in C8-8.8 beloW.
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C8-8.8 FIN AL PAYMENT: whenever all the improvements provided
for by che �ontract Documents and all approved modifications
therAof shall have been completed and all requirements of the
Contcact Documents have been fulfilled on the part of the
Contractor, a final estimate showing the value of the work
vill be prepared by the Engineer as soon as the necessary
measurements, computations, and checks can be made.
All prior estimates upon whiCh payment has been made a�e
subject to necessary corrections or r�visions in the final
paym�nt.
C8-8 (3)
The amount of the final estimate, less previous payments and
any sum that have been deducted or retained under the
provisions of the Contract Documents, will be paid to the
Contractor within 60 days after final acceptance by the Owner
on a proper resolution of the City Council, provided the
Contractor has furnished to the Owner satisfactory evidence of
payment as follows: Prior to submission of the final estimate
for payment, the Contractor shall execute an affidavit, as
furnished by the City, certifying that all persons, firms,
associations, corporations, or other organizations furnishing
labor and/or materials have been paid in full, that the wage
scale established by the City Council in the City of Fort
Worth has been paid, and that here are no claims pending for
personal injury and/or property damages.
The acceptance by the Contractor of the last or final payment
as aforesaid shall operate as and shall release the Owner from
all claims or liabilities under the Contract for anything done
or furnished or relating to the work under Contract Documents
or any act or neglect of said City relating to or connected
with the Contract.
The taaking of the final payment by the Owner shall not relieve
the Contractor of any guarantees or other requirements of the
Contract Documents which specifically continue thereafter.
C8-8.9 ADE4UACY OF DESIGN: It is understood that the Owner
believes it has employed competent engineers and designers to
prepare the Contract Documents and all modifications of the
approved Contract Documents. It is, therefore, agreed that
the Owner shall be responsible for the adequacy of its own
de�ign features, sufficiency of the Contract Documents, the
safety of the structure, and the practicability of the
operations of the completed project, provided the Contractor
has complied with the requirements of the said Contract
Documents, all approved modifications thereof, and additions
and alterations thereto approved in writing by the Owner. The
burd�n of proof of such compliance shall be upon the
Contractor to show that he has complied with the said
requirements of the Contract Documents, approved modifications
thereof, and all approved additions and alterations thereto.
C8-8.10 GENERAL GUARANTY: Neither the final certificate of
payment nor any provision in the Contract Documents nor
partial or entire occupancy or use of the premises by the
Owner shall constitute an acceptance of work not done in
accordance with the Contract Documents or relieve the
Contractor of liability in respect to any express warranties
or responsibility for faulty materials or workmanship. The
Contractor shall remedy any defects or damaqes in the work and
C8-8 (4)
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. pay for any damage to other work resultinq therefrom which
shall appear within a period of one year from the date of
final a�ceptance of the vork unless a lonqer period is
� specified andshall furnish a qood and sufficient maintenance
bond in the amount of 100 percent of the amount of the
contract Which shall assure the performance of the general
�! guaranty as above outline. The Owner Will give notice of
Lr observe3 defects with reasonable promptness.
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C8-8.11 SUBSZDIARY WORK: Any and all wozk specifically
governed 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, zock excavation and
cleanup are qeneral items of Work which fall in the category
oi subsidiary work.
CS-8.12 MISCELLANEOUS PLACEMENT OF MATERZAL: Material may be
allocated under various bid items in the Pzoposal to establish
unit prices for miscellaneous placement of material. These
materials shall be used only When directed by the Engineer,
de pending on field conditiens. Payment for misc.ellaneous
placement of material will be made for only that amount of
material used, measured to the nearest one-tenth uait.
Payment for miscellaneous placement of mat�rial shall be in
accordance with the General Contract Documents regardless of
the actual amount used for the project.
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C8-8.13 RECORD DOCUhlENTS: Contractor shall keep on record a
copy of all specifications, plans, addenda, modifications,
shop drawings and samples at.the site, in good order and
annotated to show all chanqes made during the construction
process. These shall be delivered to Enqineer upon cornpletion
of�he work.
' C6-8 (5)
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� SECTION Cl:
SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS
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 supplemented remain in full force and affect.
B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
�'�' ENTERPRISE COI�LIANCE: Page C3-3 (1), should be deleted in its entirety and
�� replaced with the following:
Upon request, Contractor agrees to provide to Owner complete and accurate information
� regarding actual work performed by a Minority Business Enterprise (MBE) and/or a
Woman 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 ternunation 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 baned from participating in City work for a period of
time of not less than three (3) years.
� C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the
paragraph to read as follows:
�"" - `�io sureties will be accepted by the owner which are at the time in default or delinquent
on any bonds or which are interested in any litigation against the Owner. All bonds sha11
be made on the forms furnished by the Owner and the surety shall be acceptable to 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 writing the reinsurance must
be authorized, accredited or trusteed to do business in Texas."
. D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in
� its entirety and replaced with the following:
�` Partial pay estimates sha11 be submitted by the Contractor or prepared by the City on the
Sth day and 20th day of each month that the work is in progress. The estimate shall be
� processed by the City on the lOth day and 25th 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 nonperishable 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
�� Revised -1-
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materials are included within a pay estimate, payment sha11 be based upon 85% of the net
voice 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.
E
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Revised
6l04/99
For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent
(10%). For contracts of $400,000 or more at the time of execution, retainage shall be five
percent (5%).
Contractor sha11 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 a11 partial pay
estimates and payment of same will be subject to conection in the estimate rendered
following the discovery of the mistake in a.ny previous estimate. Partial payment by
Owner for the amount of work done or of its quality or sufficiency or acceptance of the
work done; sha11 not release the Contractor of any of 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 in strict accordance with the specifications or other
provisions of this contract.
C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION
INSURANCE"
C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR
INSURANCE AND BONDING"
C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIlVIS: Page C6-6
(S), should be deleted in its entirety and replaced with the following:
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 all claims or suits
for property loss, property damage, personal injury, including death, arising out of, or
alleged to arise out of, the work and services to be perFormed hereunder by Contractor, its
of�icers, agents, employees, subcontractors, licensees or invitees, whether or not anv such
iniury, dama�e or cieath is causer� in whole or in nart, bv the negligence or alle�ed
neQliQence of Owner, its offcers, servants, or emnlovees. 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 tenns and conditions of
this Contract, whether or not anv such iniury or damaPe is cnused in whnle or in part
bv the ne�li�ence or alleQed neQli�ence of Owner, its officers, servants vr emn/ovees..
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
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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 Coirtractor'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 against whom a claim for damages is outstanding as
a result of work performed under a City Contract.
Para�ravh C3-3.4 Withdrawal of Provosals:
In the third line , revise "forty-five (45)" to "ninety (90)".
Para�'anh C3-3.5 Award of Contract,:
In the third line of the ftrst pazagraph, revise "forty-five (45)" to "ninety (90)".
Revisea -3 -
6/04/99
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os���rs
PART D - SPECIAL �CiNDITICiNS
AWARDOF CONTRACT ....................................................................................... SC-3
SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-3
GENERAL.............................................................................................................. SC-4
TAXEXEMPTIONS .......................................•--.....--••-...................•-----................... SC-6
PROJECTDESIGNATION ..................................................................................... SC-6
EQUAL EMPLOYMENT PROVISIONS .................................................................. SC-6
PRE-CONSTRUCTION CONF•ERENCE ................................................................ SC-6
COORDINATION MEETINGS ................................................................................ SC-6
PROJECTABANDONMENT .................................................................................. SC-6
BREAKDOWN OF BID PROPOSAL ...................................................................... SC-6
OMIT....................................................................•-................................................ SC-6
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW......... SC-6
MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... SC-9
CALENDARDAY ................................................................................................. SC-11
SUBSiDIARYWORK ........................................................................................... SC-11
WAGERATES ..................................................................................................... SC-11
EASEMENTS AND PERMITS .............................................................................. SC-12
COORDINATION WITH FORT WORTH WATER DEPARTMENT ....................... SC-13
DAMAGE TO PRIVATE PROPERTY ................................................................... SC-13
SHOPDRAWINGS .............................................................................................. SC-13
CRC�SSING OF EXISTING UTILITIES ................................................................. SC-14
EXISTING UTILITIES AND IMPROVEMENTS ..................................................... SC-14
CONSTRUCTION TRAFFIC OVER PIPELINES .................................................. SC-15
TRAFFIC CONTROL ............................................................................................ SC-15
PAYMENT...........................................................................:................................ SC-16
DELAYS............................................................................................................... SC-16
DE�C'OURS ........................................................................................................... SC-16
BARRICADES"AND WARNING SIGNS ............................................................... SC-16
EXAMINATION OF SITE ...................................•--................................................ SC-16
ZOfV11VG COMPLIANCE ....................................................................................... SC-16
WATER FOR CONSTRUCTION ........................................................................... SC-16
WASTEMATERIAL ....................:......................................................................:.. SC-17
CLEANUP FOR F1NAL ACCEPTANGE ............................................................... SC-17
PROPERTYACCESS .......................................................................................... SC-17
CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......................... SC-17
SAFETY RESTRICTIONS - WORK NEAR HICH VOLTAGE LINES .................... SC-17
CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC-18
SANITARY FACILITIES FOR WORKERS ........................................................... SC-19
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC-19
RIGHTTO AUDIT ................................................................................................ SC-19
INCREASE OR DECRE�SE IN QUANTITIES ..................................................... SC-19
CUTTING OF CONCRETE ............................:................••-.................................. SC-20
PROJECT DESIGNATION SIGN ......................................................................... SC-20
CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ............................. SC-20
MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SC-21
TYPE «C» BACKFILL ..............................................................................::............ SC-21
CRUSHED LIMESTONE BACKFILL.........1 .:................................:....................... SC-21
2:27 COMCRETE ................................................................................................. SG21
TRENCH EXCAVATION, BACKFILL AND COMPACTION .................................. SC-22
PAVEMENT REPAIR (E2-19) .............................................................................. SC-23
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P'ART D - SPECIAL �QNDtTIONS
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY.. SC-24
D-52 SANITARY SEWER MANHOLES .....................................................: ................. SC-24
D-53 SANITARY SEWER SERVICES ...............,.......................................................... SC-27
D-54 NOT USED ...................................................................................................��...... SC-28
D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES......... SC-28
D-56 DETECTABLE WARNCNG TAPES ....................................................................... SC-30
D-57 PIPE CLEANING ......................................:........................................................... SC-30
D-58 BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-31
D-59 DISPOSAL OF SPOIVFILL MATERIAL ............................................................... SC-31
D-60 MECHANICS AND MATERIALMEN'S L'IEN ......................................................... SC-31
D-61 SUBSTITUTIONS ................................................................................................. SC-31
D-62 PRECONSTRUCTION TELEVISION INSPECTIQN/SANITARY SEWER LINES. SC-31
D=63 VACUUM TESTING OF SANItARY SEWER MANHOLES .................................. SC-35
D-64• BYPASS PUMPING...........-•--•• .............................................•-•----........................ SG36
D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC-36
D-66 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-38
D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL.. SC-38
D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................ �C-39
D-69 PROTECTION OF TREES, PLANTS AND SOIL ................................................. SC�40
D-70 SiTE RESTORATION ...................•••-•-••--......__........._.......-•-•----:........._......---•-----.. SG40
D-71 STANDARD PRODUCT LIST .............................................................................. SC-40
D-72 " STATE REVOLVING FUND (SRF) REQUIREMENTS ......................................... SC-40
D-73 TOPSOIL, SODDING AND SEEDING ........................................................:......... SC-40
D-74 CONFINED SPACE ENTRY PROGRAM ............................................................. SC-46
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL iNSPECTION ................... SG46
D-76 EXCAVATION NEAR TREES .-• ...........................•-••-----•-•...............-•--•-......---..... SC-46
D-77 CONCRETE ENCASEMENT OF SEWER PIPE ................................................. SC-47
D-78 CLAY DAM .........................................................................••--.............................. SC-47
D-79 EXPLORATORY EXCAVATfON (D-HOLE) ...............•-•..................-••--................. SC-47
D-80 •lNSTALLATION OF WATER FACILITIES ............................................................ SC-48
80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE .................................................. SC-48
80.2 BLOCKING ............................•--•-•-----.........................---.......--•••--•-•---••................. SG48
80.3 TYPE OF CASING PIPE ...................................................................................... SC-48
80.4 TIE-INS ................................................................................................................ SC-48
80.5 CONNECTION OF EXISTING MAINS .................................................................. SC-49
80.6 VALVE CUT-INS ..................�............................................................................... SC-49
80.7 WATER SERVICES .....................................................•-••-................-•----............. SC-49
80.8 2-INCH TEMPORARY SERVICE LINE ................................................................ SC-51
80.9 ADJUST MANHOLES AND VAULTS (UTILITY CUl� .......................................... SC-52
80.10 ADJUST WATER VALVE BOXES ....................................................................... SC-52
80.11 PURGING AND STERILICATION OF WATER LINES ......................................... SC-52
80.12 WORK NEAR PRESSURE PLANE BOUNDARIES ............................................. SC-53
80.13 WATER SAMPLE STATION .........................................................................•••-•-. SC-53
80.14 DUCTILE IRON AND GRAY IRON FITI'INGS ...................................................... SC-53
D-81 SPRINKLING FOR DUST CONTROL .................................................................. SC-54
D-82 DEWATERING ..................................................................................................... SC-54
D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC-54
D-84 TREE PRUNING ....................•-...........-•----••---......--•--........................................... SC-54
D-85 TREE REMOVAL .......................................................•--.........................-•-•-••-•----. SC-55
D-86 TEST HOLES ...................................................................................................... SC-55
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PAF�T D - ��E�I�l. �Q�NDfTIE��i�
FOR: SANITARY SEWER MAIN 163
REHABILITATION
FORT WORTH, TEXAS
DOE PROJECT NO. 2717
SEWER PROJECT NO. PS58-070580174900
D-1 AWARD OF CONTRACT: 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 construction work authorized by the City. Award, if made, shall be to the responsive low
bidder. � .
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 responsive 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/W BE Ordinance on
� each unit. Bidders shall submit individual and separate monthly M/W BE reports for each ,.Unit
included in the Contract.
a Construction time on all units will run concurrently. For situations involving approved corltracts
with multiple units, the total allowable construction completion time period for all the units shall be
the same as the unit with the longest construction time period.
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D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND
PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract
documents to the Department of Engineering 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
effective work order date will be set at the pre-construction conference.
The contractor(s) shall be required 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.
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Per City ordinance 11923, the contractor(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
executed letters of intent (with M/WBE subcontractors) at the time of submittal of the
UTILIZATION FORM or 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 work. Time on the project will start to accumulate at the end of the ten (10)
days as stipulated above.
Additional submittals at time of pre-constru�tion meeting shall includ"e (but not limited to):
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P�F�T D� - SPE�IAL �QND[TIC)NS
Contractors Work Plan and Schedule
Disposal Site for Waste Material Information
Sub-Contractor ldentification
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
completion time period stipulated in the proposal section.
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determined by the �
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 tfae 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 of conflicts or discrepancies between various parts of the
Contract Documents subject to the,ruling of the Engineer shall generally, but not necessarily,
follow the guidelines listed below: � ��
1. Plans
2. Contract Documents
3. Special Conditions
the following Special Conditions shall be applicable to this project and shall govern 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 project which becomes defective due to these causes. �
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 construction work
authorized by the City. Contract, if awarded, shall be asedescribed in "Award of Contract" above.
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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 Documents for this projec�. The Plans, these Special Contract Documents and
the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers
n�me, or identification include therein as specifying, referring or implying product control,
'performance, quality, or other shall be binding upon the contractor. The specifications and
drawings shall be considered cooperative; therefore, work or material called for by one and not
shown or mentioned in the other shall be accomplished or furnished in a faithful manner as
though required by all.
Any Contractor pe'rforming any v�ork on Fort Worth water or sanitary•sewer fa�ilities must be pre-
qualified with the Water Department to perform such work in accordance with procedures
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PART Q - �F'E�IAL �C�NQ�I�"(QN�
described in the current Fort Worth Water Department General Specifications, which general
specifications shall govern performance of all such work.
This contract and project, where applicable, may also be governed by the two following published
specifications, except as modified by these Special Provisions:
1. STANDARD 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 these
a 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 shall not separate, detach or remove any portion, segment or sheets from the
contract 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", and 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 returned unopened.
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time prior o 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, hat the City Manager is satisfied that a written
and duly authenticated confirmation of such t legraphic 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.
a08/,3,99
.S Ci- 'rj M-163
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PART C� - �P'E�f�4L �C)NC�ITIC�N�
D-4 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
lJse 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 15, 1991. All
such ta�ces shall be included in the various amounts. on the Proposal Form. 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: Oonstruction under •these Special Documents shall be
performed under the Project Designation: Project No. PS58-070580174900
D-6 EQUAL EMPLOYM�NT PROVISIONS: Contractor shall comply with City Ordinance
Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-
A-21 tMrough 12-A-29) prohibiting discrimination in employment practices.
The Contractor shall post the required notice to that effe�t 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. A�propriate 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, �ity Water Department, City Public Works qepartment, 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 coordination purposes, weekly meetings at the job site
may be required to maintain the project on the desired schedule. The Contractor shall be present
at all meetings.
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 construction work authorized by the City.
D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor
shall furnish 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 O M IT:
D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
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
08/13/99
SC-6
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PART [� - SPE�IAI� �QENQfTI�I��
coverage for the person's or entity's employees providing services 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 governmental entity.
3. Persons providing services on the project ("subcontractor" in §406.096)- includes all
persons or entities performing all or part of the services the contractor has undertaken to
perform on the project, regardless of whether that person contracted directly with the
contractor and regardless of whether that person has employees. This includes, without
limitation, independent con�ractors, subcontractors,� leasing companies, motor carriers,
owner operators, employees of any such entity, or employees of any entity which
furnishes persons to provide services on the project. "Services" include, without limitation,
providing, hauling, or delivering equipment or materials, or providing labor, transportation,
or other 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 reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor
providing services on the project, for the �uration of the project.
C. The Contractor must provid�e a certificate� of coverage to the governmental 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 gcvernmental entity .showing that coverage has been
extended.
E. The Contractor shall obtain from each pFrson providing services on a project, and "provide the
governmental entity:
1. A certificate of coverage, prior to rhat person beginning work on the project, so the
governmental entity will have on fil� certificates of coverage showing coverage for all
persons providing services on the pr�ject; and
2. No later than seven days after rec�ipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration oi the project.
F. The contractor shall retain all required �.ertificates of coverage for the duration of the �project
and for one year thereafter. �
G. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery,.within t�n (10) days after the contractor knew or should have known„ of any change
that materially affects the provision of coverage of any person providing services on the
project.
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SC-7 M-163
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PA�T C� - SPE�IAL ��ND[�`IEaNS
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 a11 persons providing
services on the project that they are required to be covered,.and stating how a person may
verify coverage and report lack of coverage.
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,
fior 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 all 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 coverage period shown on the current
certificate of coverage ends during the duration of the project;
4. Obtain from each_oth�r person with whom it contracts, and provide to the Contractor:
a.) A certific�te of coverage, prior to t�e other person beginning work on the project; and
b.) A new certificate of coverage showing extension �f coverage, pr�or 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 requi�ed certificates of coverage on file for the duration of the project and for
one year thereafter.
6. Notify the governmental entity in writing by certified mail or personal delivery, within ten
(10) days after the 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 governmental entity that all employees of the
contractor who will provide senrices 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
agr,eements 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 �ctions.
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P�RT � - SF���IAL �C�NL��TIC�N�
9. The contractor's failure to comply with any of these provisions is a breach of contract by
the contractor which entitles the governmental entity to declare the contract void if the
contractor does not remedy the breach within �ten days after receipt of notice of breach
from the governmental entity.
The contractor shall post a notice on each project site informing all persons providing services
on the project that they are required to be covered, and stating how a person may verify
current coverage and report failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other 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 (aw 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 for coverage, to verify whether your employer .yhas provided the
required coverage, or to report an employer's failure to provide coverage".
D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (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 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.
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 or files in its possession that will substantiate the actual work performed by an MBE
� and/or W BE. 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 local laws or ordinances relating to false
a 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 ye�rs.
� The City will consider the contractor's performance regarding its M/W BE program in the
evaluation of bids. Failure to comply with the City's MlWBE Ordinance, or to demonstrate "good
faith efforY', shall result in a bid being rendered non-responsive to specifications.
� 08/13/99 SCi-9 M-163
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P�k�T D - aF���I�L �QNL�ET��N�
Contractor shall {�rovide copies of subcontracts or co-signed letters of intent with approved
M/WBE subcontractors prior to issuance of the Notice to Proceed. Contracfor shall also provide
monthly reports on utilization of the subcontractbrs to the City's M/WBE office.
The Contractor may count.first 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/W BE contractors used in
meeting the goals must be certified prior to the award of the Contract. The M/W BE contractor(s)
must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or
Texas `Department of Transportation (TxDOT), 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 M/W BE coordinator shall determine the goals applicable to the work to be
performed under the change order.
During the term of the contract the contract shall: �
1. Make no unjustified changes or deletions in• it's M/W BE participation commitments
submitted with or subsequent to the bid, and, .
2. If subst�ntial subcontracting and/or substantial s�pplier opportunities arise during the term
of the contract which the contractor had represented he would perform with his forces, the
contractor shall notify the City before subcontracts or purchase orders are let, and shall be
required to com�ly with modifications to goals as determined by the City, and ,
3. Submit a REQUES� FOR APPROVAL OF CHANGE FORM, if the contractor desires to
change or delete any of the M/�NBE 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.
c. Failure of Subcontractor to execute a standard subcontract form iri 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 pa�iment from the City, the contractor shall provide the
M/WBE Office with documentation to re#lect final participation of each subcontractor and
supplier used on the p'roject, inclusive of M/WBEs.
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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 Worth.
D-15 SUBSIDIARY WORK: Any and all work specifically governed 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 sp°ecific 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.
�"j D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have,
�,r� been predetermined by the Ci�y Council of the City of Fort Worth, Texas, in accordance with
statutory requirements, as being the prevailing classifications and rates that shall govern on all
Q work performed by the Contra�tor 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)
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CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 1995
CLASSIFICATION
Air Tool Operator
Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Batterboard Setter
Carpenter
Concrete Finisher (PAV)
Concrete Finisher (STRS)
Concrete Rubber
Electr�cian
Flagger
Form Builder (STRS)
CLASSIFICATION
RATE
$7.554
$8.565
$8.255
$9.371
$8.920
$9.447
$9.345
$9.058
$7.733
$12.761
$5.598
$8.717
RATE
CLASSIFICATION
Form Liner
Form Setter (Pav & Curb)
Form Setter (Structures)
Laborer, Common
Laborer, Utility
Mechanic
Oiler
Servicer
Piledriver
Pipelayer
Blaster
CLASSIFICATION
POWER EQUIPME�IT OPERATORS
Asphalt 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 Paving Curing Mach.$8.213
Concrete Pav Finishing Mach. $9.453
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Posthole Driller Operator
Roller, Steel Wheel
(Plant-Mix Pavements)
Roller, Steel W heel
(Flatwheel or Tamping)
Roller, Pneumatic Self-Pro
Scraper - 17 CY & Less
RATE
$8.913
$8.686
$8.427
$6.402
$7.461
$10.658
$8.698
$8.104
$7.500
$8.509
$11.333
RATE
$9.000
$8.339
$7.963
$7.403
$8.138
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Concrete Paving Form Grader$8.500
Concrete Paving Joint Mach. $9.042
Concrete Paving Joint Sealer $7.350
Concrete Paving 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 '/z cy) $9.513
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(1 '/z cy & Over) $10.517
Crushing or Scrng Plt Opr. $9.500
Elevating Grader Foundation
Drill Oper. (Crawler Mounted) $10.000
Foundation Drill Operator
(Truck Mounted) $11.138
Foundation Drill Opr Helper
F.xont Ent Loader
(2 �/2 CY or Less) $8.823
Front Ent Loader
(Over 2'/2 CY) $9.311
Hoist (Double Drum & Less) $8.917
Milling Machine Operator $6.650
Mixer (Over 16 CF) $9.000
Mixer (16 CF & Less) $7.913
Mixer - Concrete Paving $9.500
Motor Grader Operator
(Fine Grade) $10.346
Motor Grader Operator $9.891
Pavement Marking Machine $6.402
Scraper - Over 17 CY
Side Boom
Trac#or - Crawler Type
(150 HP & Less)
Tractor - Crawler Type
(�ver 150 HP)
Tractor - Pneumatic
Traveling Mixer
,��.,Trenching Machine - Light
Trenching Machine - Heavy
Wagon-Dr`ill, Boring Machin
Reinforcing Steel Setter
(Paving)
Reinforcing Steel Setter
(Structural)
Steel Worker - Structural
Sign Erector
Spreader Box Operator
Barricade Servicer Zone W k
Mounted Sign Installer
(Permanent Ground)
Truck Driver - Single Axle
(Light)
Truck Driver - Single Axle
(Heavy)
Truck Driver - Tandem Axle
(Semi-Trailer)
Truck Driver - Lowboy/Float
Truck Driver - Transit Mix
Truck Driver - Winch
Vibrator Operator
Welder
$8.205
$7.793
$8.448
$8.873
$7.735
$7.615
$8.188
$12.498
e $9.000
$9.218
$11.548
$16.300
$11.436
$6.988
. $6.402
$6.402
$7.465
$8.067
$7�16
$9.653
$7.507
$8.200
$7.000
$10.459
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 or� 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
properry. 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 replacemenf' 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
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P�4RT D - SP�E�I�L �QN�iTIQN�
the agreement terms along with any special conditions that may have been imposed on these
agreements, by the properry owners.
The easements and/or private property shall be cleaned up after use and restored to its original
condition or better. In event additional work room is required by the Contractor, it shall be the
Contractor's responsibility to obtain written permission from the property owners involved for ttie
use of additional property required. No additional payment will be allowed for this item.
The City has obtained the necessary documentation for railroad and/or highway permits 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 i� the
Contractor's responsibility to provide the required flagmen and/or provide payment to the
appropriate railroad/agency for all flagmen ciuring construction in railroad/agency right-of-way.
Any and all costs associated with compliance with permits(s) including pay,ment 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.��, 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
D Construction Engineer, for all equiprrient and materials for this project. Contractor shall submit
seven-(7) copies of shop drawings, layouts, manufacture,r's data and material schedules as may
be required y thre Engineer for his review. Such review by the Engineer shall include checking
Q for general onformance with the design concept of the project and general compliarice with
information iven 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,
D� and further +shall not relieve the Contracto.r of responsibility for errors or omissions in the
submitted d ta. Processed shop drawing submittal are not change orders. The purpose of
submittals, y the Contractor, is to demonstrate that the Contracto,r understands the design
� concept, an that he demonstrates his understanding by indicating which equipment and
materials he intends to furnish and install, and by detailing the fabrication and installation
methods he Iintends to use. If deviations, discrepancies or conflicts between �submittals and the
�design drav�lings and/or specifications are discovered, either prior to or after submittals are
, processed, �he design drawings and specifications shall govern. The Contractor shall be
responsible or all dimensions which are to be confirmed and correlated at the 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 ubmittals prior to being submitted, and sign or initial a statement included with the
a submittal, w ich signifies compliance with the plans and specifications and dimensions suitable
for the appli ation. Any deviation from the specified criteria shall be expressly stated in writing in
� the submitta .
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F�AF�T Gt - �F���CAL ��NC��TfC�N�
Shop drawings shall be submitted for the following items prior to installa#ion:
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 and/or proposed sewer fine crosses over a water
line and the clear vertical distance is I�ss than 9 feet barrel to barrel, the sanitary sewer or
sanitary sewer service line shall be made w�ter tight or be constructed of ductile iron pipe. The
required length of replacement shall be dete,rmined by the Engineer. The material for sanitary
sewer mains and sanitary sewer laterals shall be Class 51 Ductile 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 UiILITIES AND IMPROVEMENTS: The plans sh�w the locations of all known
surface and subsurface structures. However, the Owner assumes no responsibility for failure to
show any c�r' all of these structures on the Plans, or to show them in their exact location. It is
mutually agreed that such failure shall not be considered sufficient basis for claims for additional
compensation for extra work or for ii�creasing 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 IineS, telephone °cables, utitity seCvices, wat�r mains, sanitary sewer lines,
elect�ical cables, drainage pipes, and all other utilities and ,structures both above 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 COMPENSATION WILL BE ALLOWED.
Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or
repair the utilities or service lines with the same type9 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 Ci#y 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 utilitie� to enter upon the limits of the project for the pur�ose of
making such changes or repairs of their property that may be made necessary by performance of
this contract.
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PART � - �P��IAL GC�NC��TI��[�
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, location, 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.
� D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: 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 an,y time, cross the existing or new
pipe with a truck delivering new pipe to the site. Anv damaqe to the existing or new pipe will be
repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City.
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In locations where it is not permissible to cross the existing or proposed pipes without additional
protection 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 Contractor 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 6701 d
Vernon'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 Const�uction and Maintenance Work Areas.
The Contractor will not remove any regulatory sign, instructiona� sign, street name sigr� or other
sign which has been ereeted by the City. If it is determined �hat a sign must be %emoved to
� permit required construction, the Contractor shall contact tl�e Transportation/Public Works
Department, Signs and Markings Division, (Phone Number 871- 100) to remove the sign. In the
case of regulatory signs, the Contractor must replace the perm�nent sign with a temporary sign
meeting the requirements of the above-referenced �manual and such temporary sign must be
installed prior to the removal of the permanent sign. If the temp�rary sign is not installed correctly
or if it does not meet the required specifications, the permanent $ign shall be left in place until the
temporary sign requirements are met. When construction wprk is completed to the 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 te�nporary sign in place until such
reinstallation is completed.
1. The Contractor shall furnish barricades, flares, etc., for t e protection of the public and the
work. �
2. The cosf of the traffic control shall be included in the pr ce bid for pipe complete in place
as bid in �the Proposal, and no other compensation will b allowed.
3. The Contractor shall furnish a traffic control plan to the City at the pre'construction
meeting. The cost for traffic control shall be subsidiary t� the unit prices for this project.
� 08/13/99
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Q,-25 PAYMENT: P�rment for all work and material involved in salvaging; abandoning, and/or
removing of existing facilities shall be included in the linear f�ot �bid price of the pipe except as
follows:
1. Separate payment will be made for removal of, all fire nydrants, gate valves 16-inch and
iarger, and sanitary sewer manholes regardless of location.
2. Payment will be made for salvaging, abandoning, and/or 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 tA be furnished 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 disapproval; and the action thereon by the Council shall be final and binding.
If delay is caused by specific orders given bjr the Engineers to stop 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, be subject to the approval of the City Council; and no such
extension of time shall release 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 project area.
D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall
conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524,
and/or as shown on the plans. Construction signing and� barricades shall conform with "1980
Texas Manual on Uniform Traffic Control Devices, Vol. f�o. 1" or latest edition there of.
D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the
project site and make such examina�ions and explorations as may be necessary to determine all
conditions which may affect construction of this project. Particular attention should be given to
methods of prov'iding 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 this project, the Contr�ctor shall
comply with present zoning requirements of the City of ,Fort Worth in the use of vacant property
for storage purposes.
D-31 WATER FOR CONSTRUCTION:
Contrac#or at his own expense.
Water for construction will be furnished by the
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D-32 WASTE MATERI'AL: All waste material shalh become the properry 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 obstruct proper
drainage or to cause injury to street improvements or to abutting properry.
D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project
� as soon as all construction has been completed. No more �than seven days shall elapse after
completion of construction before the roadway, right-of-way, or easement is cleaned up to the
satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work
Q before acceptance by the City of Fort Worth or its representative. This cleanup shall include
removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials,
and in general preparing the site of the work in an orderly manner and appearance. Final
� acceptance of the completed project work shall be given by the City of Fort Worth�Department of
Engineering.
� 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: P�ior to executing the
� Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the
anticipated time for each phase of construct°ion with starting and completion dates, including
sufficient time being allowed for cleanup.
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D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following
procedures will be followed regarding the subject item on this contract: -
1. A warning sign not less than five inches by seven inches, painted yellow with black letters
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
derricks, power shovels, d�illing rigs, pile drivers, hoisting equipment or similar apparatus.
The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES."
2. Equipment that may be operated within ten feet of high voltage 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 Elec�ric) who will erect temporary mechanical
barriers, de-energize th� lines, or raise or lower the lines. The work done by the power
company shall not be at the expense of the City of Fort Worth. The notifying department
shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record
action taken in each case.
4. Ti�e Contractor is required to make arrangements with the Texas Electric Service
Q company for the temporary relocation or raising of high voltage lines at the Contractor's
sole cost and expense.
� 5. No person shall work within six feet of a high voltage line without protection having been
taken as outlined in Paragraph (3). I
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PA�T D - �P'E�I�L y�QI�C�ITCO�[� ,
D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The Contractor
covenants and agrees to indemnify, hold harmless and defend the City, and their Afficers, agents
servants or employees, and/or owners of the units and lot abutting the units in this contract from
and against any and all claims for damages or injuries, including death, to any and all persons or
properry, of whatsoever kind of character, whether real or asserted, arising out of or incident to
the services 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; and 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 out 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 and hold
harmless the City from and against any and all injuries or damages to property of City during the
performance of any of the terms and conditions of this Contracfi; whether arising out of or in
connection with or resulting from any and all acts or omissions of the City, their officers, agents,
servants, or employees, or caused by negligence 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 claim for damages against the Contractor remains unsettled at the time all
work on the project has been completed 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 such 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 concerned 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
semi-final payment to be in an amount equal to the total 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 Contractor against whom such a claim for
damages is outstanding for a perind of six months following the date of the acceptance for the
work performed unless the Contractor submits evidence in writing satisfactory to the Qirector that:
1. The cfaim has been settled and a release has been obtained from the claimant involved,
or
2. Good faith efforts have been made to settle such outstanding class, and such good faith
efforts have failed.
If 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
Contractor be made. At the expiration of th� six-month period, the Director may recommen�l that
final payment be made if all other work has been performed and all other obligation of the
Contractor I�ave been met to the satisfaction of the Director.
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The Director may, if he deems it appropriate, refuse to accept bids on other Department of
Engineering contract work from a Contractor against whom a claim for damages is outstanding
as a result` 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-38 SANITARY FACILITIES F�R WOR�CERS: The Contractor shall pro�ide all necessary
a sanitary conveniences for the use of workers at the project site. Specific attention is directed to
this requirement.
Q D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's
particular attention is directed to the requirements of Item C-6-6, "Legal Relations and
Responsibilities to the Public" of the Fort Worth General Conditions.
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D-40 RJGHT 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 recor'�is of the Contractor involving transactions
relating to this contract. Contractor agrees that the City shall have access during normal
working hours to all necessary Contractor facilities and shall be provided adequate and
appropriate work space in order to conduct audits in compliance with the provisions of this
section. The City shall give Contractor reasonable advanc� notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect
that the subcontractor agrees that the City shall, under the expir�tion 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
transactions to the subcontract, and further, that City shall have access during normal working
hours to all subcontractor facilities, 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 such documents as may be requested by
the City. The City 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 plus fifteen cents for each page
thereafter
D-41 INCREASE OR
O approximate. It is the
submitting a bid.
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DECREASE IN QUANTITIES: The quantities shown in the proposal are
Contractor's sole responsibility to verify all pay item quantities prior to
When the quantity of the work to be done or materials to be furnished 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 portion of work above 125% of the quantity in the contract.
08/13/99 SCi-� 9 M-163
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When th� quantity of the work to be done or materiais to be furnished under any pay item of-the
contract is less than 75% of the quantify stated in the contract, whether stated by Owner or by
Contractor, then either parry 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 shall not apply in the event Owner deletes a pay item in its entirety from this
contract.
In the event Owner and Contractor are unable to agree on a negotiated price, Owner and
Contrac#or agree that the consideration will be the actual field cost of the work plus 15% as
described herein below, agreed upon in writing by the Contractor and Diraector of Department of
Engineering and Contractor and Director of Department of Engineering and approved by the City
Council after said work is completed, subject to all other conditions of the contract. " As used
herein, field cost of the work will include the cost of all workmen, foremen, time keepers,
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;
and a ratable portion of premiums on performance and payment bonds, public liability, Workers
Compensation and all other insurance required 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 employee of the City. The 15% of the actual field cost to be
paid to the Contractor shall cover and compensate him for profit, overhead, general supervision
and field office expense, and all other elements of cost and expense not embraced within the
actual field cost as herein specified. Upon request, tfie Contractor shall provide the Director of
Department of Engineering access to all accounts, bills and vouchers relating thereto.
D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall 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 shall be approved by the Engineer. In
addition to the 4' x 8' project signs, project signs shall be attached to barricades used where
manhole rehabilitation or replacement is being conducted. Signs suspended from barricading
shall be placed in such a way that signs do not interfere with reflective paint or coloring on the
barricades. Barricade signs shall be in accordance withs Figure 30, except tMat they shall be 1'-0"
by 2'-0" in size. The information box shall have the following information:
For Questions on this Project Call:
(817)871-8306 M-F 7:30 am to 4:30 p.m.
or
(817)8'�1-8300 Nights and Weekends
Any and all cost for the required materials, labor, and equipment necessary for the furnishing of
Project Signs sha(I be considered as a subsidiary cost of the project and no additional
compensation will be allowed.
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project
where mains are required to be placed under existing sidewalks and/or driveways, such
sidewalks and/or driveways shall be completely replaced for the full existing width, between
08/13/99 SC-2O , . M-163
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At locations where mains are required to be placed under existing curb and gutter, such curb and
gutter shall be replaced to match type and geometry of the removed curb and gutter shall be
installed in accordance with City of Fort Worth Public Works Department Standard Specification
for Construction, Item 502.
a existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand
cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard
Specifications for Construction, Item 504. �
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Payment for cuiting, 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 PLACEMENT OF MATERIAL: 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 only when directed by the Engineer, depending on field conditions.
Payment for miscellaneous placement of material will be made for only that amount of material
used, measured to the nearest one-tenth unit. Payment for miscellaneous 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 furnish 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 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 obviously granular in nature, containing little or ho plastic material, the
Engineer may waive the test report requirement.
See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill."*
P'ART D - SP��GI,�L, GQND[TIQN�
* Revised 3/20/81
D'`* Revised 4/20/81
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D-47 �RUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the
Engineer, Crushed Limestone shall be used for trench backfill on. this project. The material shall
conform to Public Works Standard Specifications for Street and Storm Drain Construction
Division 2 ttem 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill -
and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction
Specifications, General Contract Documents.
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Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal
a multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of
Backfill Materials, Construction Specifications, General Contract Documents.
a 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 yard of concrete.
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PAF�T � - SF���I�L CQNL�[T'[QN�
D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and
backfill under parking lots, 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 E2-2 Excavation and Backfill, if the
stated maximum tr�ench widths are exceeded, either through accident or otherwise, and if the
Engineer determines that the design loading of the pipe will be exceeded, the Contractor will
be required to support the pipe with an improved trench bottom. The expense of such
remedial measures shall be entirely the Contractor'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 Special Condition of this document.
B. TRENCH BACKFILL: Trenches 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 furnish 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 ma�erial is obviously
gr�nular in nature, containing little or no plastic material, the Engineer may waive the test
report requirement. See E1-2.3, T,ype "C" or "D" Backfill, and E2-2.11 Trench Backfill for
additional requirements. When Type "C" backfill material is not suitable, at the direction of the
Engineer, Type "B" backfill material shall be used. In general, all backfill 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 % Retained
#4 0-5
#16 0-20
#50 0-50
#100 60-95
#200 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 lie under existing or future pavement shall be backfilled per Figure A with
95% Standard Proctor Density by jetting, mechanical tamping, or.� combination of inethods.
08/13/99
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DBackfill material to be mechanically tamped must be within +-4°/a of its optimum moisture
content. The top two (2) fe�et of sewer line trenches and the top eighteen (18) inches of 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 performed without damage to the installed pipe.
The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on
a� 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
Q 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.
aD. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and
labor costs of excavation and backfill will be included in the price bid per linear foot of water
A, and sewer pipe.
�-�0 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,
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.
� All required paving cuts shall be made with a concrete saw in a true and straight line on both
sides of the trench, a minimum of twelve (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
Q details, compacted and level with the finished street surface. This finished grade shall be
maintained in a serviceable condition until the paving has been replaced. PriF residential
driveways shall be accessible at night and over weekends.
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It has been determined by the Transportation and Public Works Department that the strip of r
existing HMAC pavement between 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 shall 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.
a The pavement shall be replaced within a maximum of five (5) working days, providing job
placement conditions will permit repaving. If paving conditions are not suitable for repaving, in
the opinion of the Owner, the repaving shall be done at the earliest possible date.
0 A permit must be obtained from the Department of Engineering Construction Services Section by
the Contractor in conformance with Ordinance No. 3449 artd/or Ordinance No. 792 to make utility
a 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
inspected by the Department of Engineering.
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D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY:
A. GENERAL: T1�is specification covers the trench sarfety requirements for all trench
excavations exceeding dep#h of five (5) feet in order to protect workers from cave-ins. The
requirements of this item govern all trenches for mains, manholes, vaults, service lines, and
all other appurtenances. The design for the french safety shall be signed and sealed by a
Registered Professional Engineer licensed in Texas.
B. STANDARDS: The latest version of the U.�. Department of Labor, Occupational Safety and
Health Administration Standards, �9 CFR Part 1926, Sub-Part P- - Excavations, are hereby
made a part of this specification and shall be the minimum governing requirements for trench
safety. �
C. DEFINITIONS:
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.
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 permanent
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 structure 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 - Trencfi depth is the vertical measurement from the top of the existing
ground to the bottom of the pipe or st�`uctures. Th��quantity of trench safety systems shall be
based on the linear foot amount of trerrch 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 installation and removal of trench
safety systems.
D-52 SANITARY SEWER MANHOLES:
A. GENERAL: The installation, replacement, and/or rehal�ilitation of sanitary. sewer manholes
will be required as shown on the plans, and/or as described in these Special Contract
08/13/99
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a Documents in addition to those located in the field and iden"tified by the Engir�eer. All
manholes shall be in accordance with sections E1-14 Materials for Sanitary Serrver Manholes,
Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract
D Documents and Specifications, unless amended or superseded by requirements of this
Special Condition.
0 1. CONCRETE COLLARS: Concrete collars will be .required on all manholes specified as
per Figure 121.
Q 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 ir�stalled according
a to the manufacturer's recommendations. Stainless Steel manhole inserts shall be
required for all pipe diameters 18" and greater.
a 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole
shall be sealed on the outside of the manhole with Ram-Nek or an approved equal
sealant. The lift hole shall be sealed on the inside of the manhole with quick setting
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cement grout.
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 shall 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 tlie 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
rr�anhole lids and frames will be restricted to locations within the 1°00-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 ALLOW ED.
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," or equal to, a minimum or 14 mils dry film thickness.
0 08/13/99
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P�1RT D - SF���IAL GQNDITi�(��
9. MANHOLE JOINT SEALING: All interior and/or exterior )oints 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 and 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 td the elements. The manufacturer shall
furnish 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.
B. EXECUTION:
INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and. manhole frame
shall be sealed with the above specified materials. All surfaces to be in con�act with the
joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A
primer shall be applied to all surfaces prior to installing the joint sealant in accordance with
the recommendations by the manufacturer. The protective wrapper shall remain on the
joint 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 structure and observe the condition of the
frame and grade rings. Any frame or grade ring that is not suitable for u'se as determined
by the Engineer shall be replaced. Grade rings that are constructed of bricic, block
materials other than pre-cast concrete rings, or where necessary and approved by the
Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a
pre-cast concrete flattop section will be the only adjustments allowed.
In brick or block manholes, replace the upper portion of the manhole to a point 24 inches
below the frame. If the walls or cone section below this level are structurally unsound,
notify the Engineer prior to replacement of the �rade rings and manhole frame. Existing
brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense.
0&/13/99 SC-26 M-163
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a Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose
debris. Coat exposed manhole surfaces with an approved bonding agent followed by an
application of a quick setting hydraulic cement to provide a smooth working 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 shall be installed.
Joint surfaces between the frames, adjustment rings, and cone section shall be free of
dirt, stones, 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 material not
specifically accepted by the Engineer may be used to obtain final surface elevation of the
manhole frame.
In paved areas or future paved areas, castings shall be installf�d by using a straight edge
not less than ten (10) feet long so that the top o.f the casting w�`ll 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. �R _
3. EXPOSED EXTERIOR ,SURFACES: All exposed exterior suirfaces shall be coated with
Q two mop coats of coal tar epoxy. Kopper "Bitumastic Super rvice Black"; Tnemec "46-
450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry fi �n thickness.
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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 �� uring backfilling.
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C. MEASUREMENT AND PAYMENT: The price bid for new manha�e installations shall include
all labor, equipment, and materials necessary for construction of the manhole including, but
not limited to, joint sealing, lift hole sealing and exterior surface cc��ting a�d pavement repair.
The price bid for reconstruction of existing manholes shall inclu`de all labor equipment and
� materials necessary for construction of new manhole, including, t�ut not limited to, excavation,
backfill, disposal of materials, joint sealing, lift hole sealing, e�Cterior surface coating and
pavement repair.
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The price bid for adjusting and/or sealing o� existing manh ��les shall include all labor,
equipment and materials necessary for adjusting and/or sealin� the manhole, including but
not limited to, joint sealing, lifthole sealing, and exterior surface cc►ating.
Payment for concrete collars will be made per each. Paymen�� for manhole inserts will be
made per each. �
D-53 SANITARY SEWER SERVICES: Any reconnection, relocatidn, re-routes, replacement, or
new sanitary sewer service shall be required as shown on the plans, ��nd/or as described in these
Special Contact Documents in addition to those locateci in the field and identified by the Engineer
as active sewer taps. The service connections shall be constructed by the Contractor utilizing
standard factory manufactured tees. City approved factory manufactured saddle taps may be
a08/13/99
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used, �ut only as directed by the Engineer. 'The decision to �se saddle taps as opposed to tees
shall be made on a case by case basis. The Contractor shall be responsible for coordinating the
scheduling of tapping crew's 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 will be require�. 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 verticall�r adjust the exi�ting sewer service line as required for reconnection
and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum
bend of 45 degrees. The tap shall be located so a's to line up with the service line and avoid
any horizontal adjustment. For open cut applicatioris, all sanitary sewer service lines shall be
replaced to the properry 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 directed by the Engine�r. PXocedures listed below for
Sewer Service Replacement shall be adhered to for the installation of any sewer service line
including the incidental four (4) feet of service line which is included in the price bid for
Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four
(4) feet of service line and all other associated appurtenances required shall be incfuded 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 service 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 length of the repl,acement shall 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 existing 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
properry (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 irtvolving the "tap" shall be included in
the price bid for sanitary sewer service taps.
D-54 NOT U�SED
D-55 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 Spe,cial 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 METERr AND METER BOX: Existing water meter and
meter box shall be removed and returned to the Water Department warehouse by the
Contractor in accordance with Se�tion E2-1.5 Salvaging of Materials.
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08/13/99 SCi-`Z$ M-163 �
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PART � - �PE�IAL �Q�IVL��TIQNS
B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: �xisting water•
meter and concrete vault lid shall be removed and returned to the Water Department
warehouse by the Contractor in accordance with Section E2-1.5 Salvaging 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 compatible with existing
surrounding surface and grade. �
C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and
returned to the Water Departrnent 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.
D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid sh'all be
removed and returned to the Water Department warehouse by the Contractor in accordance
with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal
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. 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: Existing 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 place shall have top
slab and lid removed and vault walls demolished to a point not less than 18" below final
grade. The void area caused 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 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
shall be removed to the top of the full barrel diameter section, or to point not less than 18
inches below final grade. The structure shall then be backfilled and compacted in accordance
with backfill method �as specified in Section E2-2.9 Backfill. Backfill material may be either
clean washed sand of clean, suitable excavated material approved by the Engineer. Surface
restoration shall be compatible with surrounding service surface. Payment for work involved
in backf911ing, plugging of pipe(s) and all other appurtenances required, shall be included in
the appropriate bid item - Abandon Existing Sewer Manhole.
H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting
Q 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
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backfilled and compacted in accordance with backfill method as specified in Section E2-2.9
Backfill. Backfill material may�be with Type C Backfill. or Type B Backfill, as approved by the
Engineer. S�rface restoration shall be compatible 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
services shall be considered as incidental and all costs incurred will be considered to be
included in the linear foot bid price of the pipe, unless separate tr�enching is required.
J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be
the Contractor's responsibility to properly dispose of all removed pipe. All removed valves,
fire hydrants and meter boxes shall be delivered to Water Department Field Operation,
Stora�e Yard.
K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or
removing existing facilities shall be included "in the linear foot bid price of the pipe, except as
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 warning 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 i�pervious 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 two inches with a minimum unit weight
of 2'/z pounds/1 inch/100'. The tape shall be cofor coded and imprinted with the message as
follows:
Tvpe of Ufilitv Color Code
W ater
Sewer
Safety Blue
Safety Green
Leqends
Caution! Buried Water Line Below
Caution! Buried Sewer Line Below
Installation of detectable tapes shall be per rnanufacturer'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 work 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
inspecto�s. Each joint shall be swept daily ancl kept clean during installation. A temporary night
plug shall be installed on all exposed pipe ends during any period of work stoppage. `
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D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions,
Section C6-6.8 Barricades, Warnings, and Watchmen:
A. Wherever the word Watchmen appears in�this paragraph, it shall be changec� to the word
Flagmen.
B. 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 DISPOSAL OF SPOIVFILL 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
Contractor 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 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 associated with obtaining the fill permit, including any necessary Engineering studies,
shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill
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 s,ection.
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 furnished, it will be approvable, as 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 alternative 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 j�dge 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
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 rehabilitated
08/13/99 S C-31 M-163
PAR�' G� - �l�E�[�iL �QN�I�E�N�
(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 furnishing 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 inflicted by the improper use of cleaning equipment.
E
HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line
cleaning equipment shall be constructed for easy and safe operation. The equipment
shall also have a setection of two or more high-velocity nozzles. The nozzles shall be
capable of producing 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 scouring
manhole walls and floor. The gun shall be capable of producing flows from a fine spray to
a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps,
and hydraulically driven hose reel.
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
flooding of the sewers and public or private property shall be taken. The flow of sewage
present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning
devices whenever possible. -
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
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
manhole section, it will be assumed that a major blockage exists, 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 shall 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 mar�hole 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.
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. UND�R NO CIRCUMSTANCE SHALL SEWAGE OR SQLIDS 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 allow 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 pictur� quality to
the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no
payment will be made for an unsatisfactory inspection.
B. EXECUTION:
1. 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 sewer 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 tfie oamera view or interfere with proper
documentation shall be used to move th� camera through the sewer line. -
When manually operated winches are used to pull the television camera through the line,
-#elephones or other suitable means of• communications shall be set up befinreen the two
manholes of the section being inspected to ensure• good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. Al) 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.
� Accuracy of the distance meter shall� be c.hecked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfactory to the Engineer.
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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. DOCI�MENTATION: 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 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 oth,�r discernible 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
� 08/13/99
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PART L� - �I�E�I�L. �QNL�(TIC�N�
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 i�e furnished to the Eity for review immediately upon completion of the television
inspection and may be retained a maximum �of 3Q calendar days.
Equipment shall be provided to the City by the Gontractor for review of the `tapes. Tapes
will be returned 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 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 Gne 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
�elevision camera.
THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION
FOR REV1�W •A1VD DETERMINATION OF SAGS. Upon completion of review of the
tapes by the En�gineer, the Contractor will be no�ified as to which sections of the sanitary
sewer are to be corrected. Tapes will be retur�ed 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 Contra�tor 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.
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 r�ot or cannot be televised or rehabilitated, the cleaning of that portion of line shall
be incidental and no payment shall be made. �a
The City makes no guarantee that all of the `sartitary sewers to be entered are clear for the
passage of a camera. The methods used for sec�t'ring passage of the camera are to be at the
option of the Contractor, and the costs must be included in the bid price for N Inspections.
The cost of retrieving the TV Camera, under all Circumstances, when, it becomes lodged
during inspection, shall be incidental to TV Inspection.
08/i3/99
SC-34
M-163 a
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The item shall also include all c�sts 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 govern the vacuum testing of all newly constructed sanitary sewer
manholes.
B. EXECUTION:
1. TEST PROCEDURE: Manholes shall l�e 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 turned 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
MINIMUM TIME REQUIRED FOR VACUUM DROP
OF 1" Hg (10"Hg - 9"Hg) (SEC)
Depth of MH. 48-Inch Dia. 60-Inch Dia.
(FT.) Manhole Manhole
0 to 16' 40 sec. 52 sec.
18' 45 sec. 59 sec.
20' � 50 sec. 65 sec.
22' 55 sec. 72 sec.
24' S9 sec. 78 sec.
26' 64 sec. 85 sec.
28' 69 sec. 91 sec.
30' 74 sec. 98 sec.
For Each 5 sec. 6 sec.
Additional 2'
2. ACCEPTANCE: The manhole shall �be considered �acceptable, if the drop in the 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
cenforms to the construction material of the manhole. The manhole shall be retested as
described above until it has successfully passed the test.
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SC-35 M-163
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PART D - SPEGI�4L GC�Ni��TIC)N�
Following completion of a successful test, the manhole shail 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.
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 ffow without sewage backup occurring to facilities
connected to the sewer. Provisions shall be made at driveways and street crossings to 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 shall 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 sanitaiy sewer lines shall have a television
inspection performed. Work shall consis# of furnishing all labor, material, and equipment
necessary for inspection of the sewer lines by mear�s of closed circuit television. Satisfactory
precautions shall be taken to protect the sewer lines frorri 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:
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 sewer 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 the 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 communications between
members of the crew. >
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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 I
recording playback shall be at the same speed that it was recorded. The television tapes
shall be furnished 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 returned to
the Contractor upon completion of review by the Engineer. Tapes shall not be erased
without the permission of the Engineer.
�' The imqortance of accurate distance r'heasurements is emphasiz�d. 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.
0� Accuracy 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.
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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
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
D by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewer service tap observed during inspection. All ielevision logs shall be referenced
to stationing as shown on the plans. A copy of these television Iogs will be supplied to the
D��t,,.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
Q 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.
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If the tapes are of such qoor qualitv that the Enaineer 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 aood tape of the line at no additional cost ts� the Citv. 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 paymenf 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 TEL-EVISION INSPECTION OF SANITARY
SEWERS: The cost for post-cohstruction Television Inspection of sanitary sewers shall be
per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a
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SC-37
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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 analys�s. The quantity of TV inspection shall be
measured as the total length of new pipe installed. All �osts associated with this work shall be
included in the appropriate bid item - Post-Construction Television Inspection.
The item shall- also include all costs of installing and maintaining
required to provide reliable, regular sewer service to the area residents
shall be incidental to the project.
D-66 SAMPLES AND QUALITY CONTROL TESTING:
A. The Contractor shall furnish, at its own expense, certifications by a private 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
and will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
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 material 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 furnish 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 nf the trip ticket for each load 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
measures taken by the CONTRACTOR to control conditions created by his construction
operations. The temporary measures shall include dikes, dams, berms, sediment basins,
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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 stre�m by a dike or other barrier to keep sediment from
ay entering a flowing stream. Care shall be taken during the construction and removal of
such barriers to minimize the muddying of a stream.
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fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble
liners, k�aled-hay retards, dikes, slope drains and other devices.
B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth
and the authority to limit the surface area of erodible-earth material 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 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.
3. All waterways shall be cleared as soon as practicable 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 harmful 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
a temporary erosion control shall be considered subsidiary to the contract and no extra pay will
be given for this work.
a D-68 INGRESS i4ND 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
D 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.
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P,AF�T � - �P��IAi� �C�NE�ITf�N�
D-69 PROTECTLON OF TREES, PLANTS AND SOIL: All property alon� and adjacent to the
Contractors' operations including lawns, yards, shrubs, trees, etc., shail 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 Contractor's operations shall
be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the wor�C
will be permitted only by experienced workmen in an approved manner (No trimming or pruning
without the properry 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 Engineer. The
basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a
foot.
D-71 CITY 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 requi�rements.
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-104-Resolution
Work required to conform 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
the City of Fort Worth Parks
Sodding and Seeding.
1. TOPSOIL
AND SEEDING: This item shall be performed in accordance with
and Community S�rvices Department Specifications for Topsoil,
DESCRIPTION: This item will consist of furnishing 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 sou
supplement material secured from street excavation. All excavated m�
which is suitable for topsoil will be used in the parkways and medians k
obtained from a borrow sburce. Topsoil `material secured from street
stockpiled at locations approved by the Engineer, and at completion of
operations, topsoil shall be placed on parkway� areas so as to provide
inches of compacted depth of topsoil parkways.
rces as required to
iterials from streets
�efore any topsoil is
excavation shall be
grading and paving
a minimum six (6)
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� 2. SODDING
PART [� - SF�ECIAL �QNDIT�C�[��
0 DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St.
Augustine grass in the areas between 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.
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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 two (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 native soil attached to the roots. .
The sod shall be free from obnoxious weeds or other grasses and shall not contain any
matter deleterious to its growth or which might affect its subsistence or hardiness when
transplanted. Sod to be placed between curb and walk and on terraces shall be the same
type grass as adjacent grass or existing lawn. ,
� Care shall be taken 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 moist from the time it is dug
until planted. When so directed by the Engineer, the sod existing 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.
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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 the
contract, sodding of the type specified shall be performed in accordance with the
requirements hereinafter described. Sodding shall be either "spot" or "block"; either
Bermuda, Buffalo or St. Augustine grass.
a. Spot Sodding
Furrows parallel to the curb line or sidewalk lines, twelve (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 twelve (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 d:epth and spacing may be used
instead of furrows. The soil shall be firm around each block 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.
b. Block Sodding.
a At locations on th
the prepared area
covered, and any
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e Drawings or where directed, sod blocks shall be carefully placed on
s. The sod shall be so placed tfiat the entire designafed area shall be
voids left in the block sodding shall "be filled with additional sod and
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tamped. The entire sodded area shall be rolled and tamped to form a thoroughly 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 close to hold the block sod firmly in place.
W hen necessary, the sodded areas sh�ll be smoothed after planting has been completed
and shaped to conform to the cross-section previously provided and existing 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" �nrill consist of preparing �round, providing and planting seed dr a
mixture of seed of the kind specified along arid across such areas as may be designated on
the Drawings and in accordance with these Specifications.
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 furnished 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 furnished and delivered in separate bags or containers. A sample
of each �variety of seed shall be furnished for ahalysis and testing when directed by the
Engineer.
The specified seed shall equal or exceed the following percentages of Purity and
germination:
Common Name
Puri
Germination
Common Bermuda Grass
Annual Rye Grass
Tall Fescue
Western Wheatgrass
Buffalo Grass Varieties
Top Gun
Cody
95%
95%
95%
95%
95%
95%
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 Tiaht Soils Mixture for
Sandv Soils
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PART D - �PE�IAI. �QNf��T"IC)[��
Dates (Eastern Sectionsl ( W estern Sections) (All Sections)
Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60
to ' Buffalograss 60 Bermudagrass 20 Buffalograss 40
May 1
Total: 100 Total: 100. Total: 100
Table, 120.2.(2)b
TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS)
Dates (All Sections)
Aug 15 Tall Fescue
to Western Wheatgrass
May 1 Annual Rye
� Total:
50
50
50
100
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 ar'eas 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 tQ the cross-section
previously provided and 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 two
directions at right angles to each other. Seed 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) in�hes 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 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 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 three (3) inches and all particles in
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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.
Water shall then be applied`tc� tffie 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 uniform 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
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 sea'son 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 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 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 of providing and distributing fertilizer over such areas
as are designated on the Drawings and in accordance with these Specifications.
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.
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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 amo.unt of nutrients furnished and
applied per acre shall equal or exceed that specified for each nutrient.
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 al( types of "Sodding" and four
(� hundred (400} pounds per acre for all types of "Seeding".
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MEASUREMENT: Topsoil secured frorn 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 "S�eding" will be 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 work performed as ordered and r'neasured as provided under "Measurement"
shall be paid for at the unit price bid for each item of work. its price shail be full compensation
fOr excavating (except as noted beiow}, loading, hauiing, placing and furnishing all labor,
equipment, tools, suppiies, and incidentals necessary to complete work.
All labor, equipment, tools and incidentals necessary to suppty, transport, stockpile and �lace
O topsoil or salvage topsoil as sp�cified 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 furnishing and placing all sod; for al(
rolling and tamping; for all watering; for disposal of all surplus materiafs; and for aIl materiafs,
� labor, equipment, tools and incidentals necessary to complete the work, afl in accordance with
the Drawings and these Specifications.
� The work performed and
Measurement shall be paid
specified, as the case may be
� materials and for performing
follows:
�materials furnished and measured as provided under
for at the unit price for "Seeding", or "Sodding", of the type
, which price shall each be full compensation for furnishing all
all operations necessary to complete the work accepted as
a Fertilizer material and application will not be measured or paid for directly, but is considered
subsidiary to Sodding and Seeding.
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SC-45 M-163
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PA�T C� - �F��GIAL GCi�(D�tT1C��t�
D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to
implement and maintain a variabl� "CONFINED SPACE ENTRY PROGRAM" which must meet
OSHA requirements for all its employees and subcontractors at all times during construction. All
active sewer manholes', regardless of depth, are defined by OSHA as "permit required confined
spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY FROGRAM" 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 COMPLE�i�01V INSPECTIONIFINAL INSPECTION:
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 substanfially completed work and prepare and submit to the contractor a
list of items nee.�fing to be completed or correctetl.
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 corrected.
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 discoyered at the time of final inspection.
5. Final inspection shall be in conformance with general condition �item "C5-5.18 Final
Inspection" of PART C- GENERAL CONDITIONS.
D-76 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 work site. All such measures shall be
considered�as incidental work included in the Contract Unit Price bid for applicable pipe or
structure ins'tallation except for short tunneling/tree augering.
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 between tree and the construction area.
3. Contractor shall inspect each work site in advance and arrange to have any tree limbs
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 work will be permitted
:within,,private property without written permission of tfie Owner.
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.
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PART L� - Sf�E�lAL �QN�[�`IQ[��
7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during
construction shall be removed and replaced with the same type and diameter tree at the
contractor's expense.
8. Contractor shall employ a qualified landscaper for all �the work required for tree care to
ensure utilization of the best agricultural practices 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 dia�neter. Voids remaining after pipe
installation shall be pressure grouted.
D-77 CONCRETE ENCASEMENT OF SEWER PfPE: 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 associated with installation and reinforcement of the concrete encasement.
D-78 CLAY DAM: Clay dam construction shall be performed in accordance with the
Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations
indicated on the DCawings 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 utilities 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
contractor 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�.
a 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, st�all include full compensation for all materials, excavation, surface restoration, field
o 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.
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�'A�T C� - �f�E�1�,L ��NL�iTIC�N�
�5-80 INSTALLATIQN OF WATER FACILITIES
80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL �hloride Plastic Water Pipe
and fittings on this Project shall be irr accordance with the material standard contained in the
� General Contract Documents. Payment for� work sucf� as backfill, bedding, blo�king,
detectable tapes and all other associated appurtenant required, shall be included in the
, linear foot price bid of the approp'riate 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 AWWA 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 related sections in AWWA C-203.
Touch-up after fieid 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.
2. SEW ER:
Boring used on this project shall be in accordance with the material 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
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 included in the linear foot bid price of the
pipe.
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PA�T D - Sf�E�IAL. �QNI�[T'lQN�
80:5 Connection af Exis#ing Mains: The Contractor sh�ll 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 between 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 connections,
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 existing 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 WATER 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
Q 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 expedited 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.
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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 Standards (E1-
17 & E1-i 8) contained in the General Contract bocuments.
All water services to be replaced shall be installed at a minimum depth of 36 inches below
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 required, and 1-inch corporation
from the main line to the meter box.
All services which are to be replaced or relocated shall be installed with the service main
tap and service line being in line with the service meter unless otherwise directed by the
Engineer.
SC-49
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PAF�T I� - �P�ECIAL �QN�ITIC�N�
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 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 otherwise directed by the Engineer. AIf such work
on the outlet side of the service meter shall be performed 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
reconstruction. 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.
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
subsidiary to the service installation.
Payment for all work and materials such as tap saddle (if required), corporation stops, and
fittings shall be included in the price bid for Service Taps to Main.
2. WATER SERVICE RECONNECTION: Water s�rvice 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 furnish a new tap with corporation stop. The contractor will be paid for
one (1) Service Tap to Main for each service recannected 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 existing 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 copper service line.
When relocation of service meter and meter box is required, payment for all work and
materials such as backfill, 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
bid item(s).
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
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Payment shall be made at the unit bid price in the appropriate bid item(s).
80.8 2-Inch Temporary Service �ine: 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 schedule 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 service main and 3/4-inch
a service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2"
temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated
lime (HTH) prior to installation.
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PART Q - �PE�IAL, �QNL�[TIQNS
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 iristall 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 copper 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 furnishing and setting new meter box shall be
included in the price bid for furnish and set meter box.
5. MULTIPLE SERVICE BRANCHES: -When multiple service branches are required the
contractor shall furnish approved factory manufactured branches.
Payment for multiple service branches will include furnishing and installing the multiple
service branch only ar�d•all other cost will be included in other appropriate bid item(s).
6. MULTIPLE STREET SERVICE� LINES TO SINGLE SERVICE METER: Any multiple
service lines with taps servicing a singte service meter encountered during construction
shall be replaced with one service line that is applicable for the size of the existing service
meter and approved by the Engineer.
A two-inch meter will be furnished by fhe Water Department Meter Shop and installed by
the Contractor at its point of connection to the City water supply for record keeping
purposes only. The out-of-service meters shall be removed, tagged and collected by the
Contractor for delivery to the Water Department Mgter Shop for reconditioning or
replacement. Upon restoring permanent service, the Contractor shall re-install the meters
SC-51 M-163
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P��T � - SP'E�[AL �4�I(�(TI�N�
at the correct location. The meter bo� shall b� reset as necessary to be flush with the
existing ground or as otherwise 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 �er service tap. This criteria shall b� used by th.e Cohtractor
to determine the length of temporary service allowed, number of service taps and number
of feed 'points.
When the temporary service is required for more than one location the 2-inch temporary
service pipes, 3/4-inch service lines anci the 2-inch meter shall be moved to the next
successive project location.
Payment for work such as fittings, 3/4-inch 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 �II labor, equipment, tools and
incidentals necessary to complete the work.
80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water
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 wi41 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 df Water Lines: Before .being placed into service all
newly constructed water lines shall be purged and s#erilized in �accordance with E2-24 of
the Ge�eral Contract Documents and Specifications except as modified herein. The
Contractor will furnish all water for INIT-�AL cleaning and sterilization of water lines. All
materials for construction of the project, including appropriately sized "pipe cleaning pigs",
chlorine gas or chlorinated lime (HTH) shall be furnished 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 1-0 parts per million of free chlorine. Chlorinated water shall be disposed of in the
sanitary sewer system. Should a sanitary sewer not be a�ailable, chlorinated water shall
be "de-chlorinated" prior to disposal. The lit�e may not be placed in service until two
successive sets of samples, taken 24 hours apart, have met the established standards of
purity.
Purging and steriJization of the water lines shall be co�nsidered as incidental to the project `
and all costs incurred will be considered to be included in the linear foot bid price of the
pipe.
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PART � - SPE�1�4L �C)N�ITiC�N�
80.12 Work Near Pressure Plane Boundaries: Contractor shail take note that the
water line to be replaced under this contract may cross or may be in close proximity to an
existing pressure plane boundary. Carg shall be taken to ensure all "pressure plane"
valves i�stalled are installed closed and no cross connections are made between pressure
planes
80.13 Water Sample Station:
a GENERAL:
All water sampling station installations will be per attached Figure 34 or as required in
large water meter vaults as per Figure� 33 unless otherwjse directed by the Engineer.
� The appropriate water sampling station will be furnished to the Contractor free of charge;
however, the Contractor will be required to pick up this item at the Field Operations
Warehouse. �
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PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials
necessary for the installation of the 3/4-inch type K copper service line will be shall be
included in the price bid for copper Service Line from Main to Meter.
Payment 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 materials necessary for the installation of'the sampling station,
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 installation 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 all 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 Specifications, 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:
E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray=iron
fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price
bid per ton of fittings shall be pay,ment in full for all fittings, joint accessories, polyethylene
wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete
cradle necessary for construction a$ designed.
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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. Payrnent for the polyethylene wrapping,
horizontal concrete blocking, vertical tie-down concr�te blockir�g, arid concrLte cradl� shall'
be included in bid items for vales and fittings and no other payments will be allowed.
D-81 SPRINKLlNG FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will 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. Groand water shall not be discharged into sanitary sewers.
Dewaterin� 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 overnight. 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. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees".
B. ROOT PRUNING EQUIPMENT
1. Vibratory Knife
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NATURAL RESOURCES PROTECTION FENCE`
1. Steel "T" = Bar stakes, 6 feet long.
2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge).
3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red
color.
4. Combination Fence: Commercially manufactured combination soil separator fabric on
wire mesh backing as shown on the Drawings.
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ROOT PRUNING
PART D - SPECIAL GQNDITIC)NS
1. Survey and stake location of root pruning trenches as shown on drawings. '
2. Using the approved s�iecified equipment, r�iake � cut a minimum of 36 inches deep it�
order to minimize damage to the undisturbed root zone.
3. Backfill and compact the trench immediately after trenching.
4. Place a 3-foot wide by 4-inch 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
temper,ature and minimize water Ioss due to evaporation.
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6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no
roots over 1-inch diameter being cut unless cut by hand o� cut by specified methods,
equipment and protection. .
MULCHING: Apply 2-inches to 4inches of wood chips from trimming or clearing
operation on areas designated by the Engineer.
Tree Pruning shall be considered subsidiary to the project contract price.
aD-85 TREE REMOVAL:
Trees to be removed shall be removed using applicable methods, including stump and root ball
O removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt e�asting
utilities both overhead and buried. The �ontractor 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:
Q The 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
Owhether they make such determination by the use of test holes or other means, shall be left to
the discretion of such prospective bidders.
� If test borings have been made and are provided for bidder's information, at the locations shown
on the Iogs of borings in the appendix of this specification, it is expressly declared that neither
the City nor the Engineer guarantees the accuracy for the information or that the material
a 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
� os���s SG55 M-�s3
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PART D - SPECIAL CONDlTlONS
investigations a� he deems necessary to determin� the nature of the m�terial to b� excavate�.
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 r.c�ck removal and mttie� associated a`��urtenanCe�, if required, shall't�e included in'
the linear foot bid price of the pipe. ,
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PART DA - ADDiTlONAL SPECIAL CONDITIONS
DA-1 PiPEL(NE REHABILiTAT(ON CURED-IN-PLACE PIPE .......................................... (OMITTED)
DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM .............................. (OMITTED)
DA-3 PIPELINE REHABILITATION FOLD AND FORM ,�IPE ........................................... (OMITTED)
DA-4 SLlPLINING .............................................................................................................. (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 REHAB(LITATION ............................. (OMITTED)
DA-10 INTERIOR MANHOLE COAT(NG - MICROSILICATE MORTAR SYSTEM .............. (OM(TTED)
DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................ (OMITI'ED)
DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ...................................:....... ASC-8
DA-13 lNTERlOR MANI�OLE COATING - RAVEN L1N1NG SYSTEM ...................................... ASC-9 9
DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER. (OMITTED)
DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ................................... (OMITTED)
DA-16 RIGID FIBERGLASS MANHOLE LINERS ............................................................... +(OMITTED)
DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................ (OMITTED)
DA-18 PRESSURE GROUTING ......................................................................................... (OM(TTED)
DA-19 VACUUM TESTING OF REHABILITATED MANHOLES .......................................... (OMITTED)
DA-20 �IBERGLASS MANHOLES ...................................................................................... (OMITTED)
DA-21 LOCATION AND EXPOSURE 4F MANHOLES AND WATER VALVES ................. (OMITTED)
DA-22 REPLACEMENT QF 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)
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PART DA - ADDITIONAL SPECIAL CONDITIONS �
DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ...........................�............................. (OMITTED)
DA-27 BUTT JOINTS - MILLED .......................................................................................... (OMITTED)
DA-28 2" H.M.A.C. SURFACE COURSE� (TYPE "D" MIX) ................................................. ((�MITTED)
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 PULVERIZATION ............................................................................ (OMITTED)
DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CU� ........................... ASC-14
DA-34 RAISED PAVEMENT MARKERS ............................................................................. (OMITTED)
DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING .............. (OMITTED)
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 SPECIAL•S .......................................................... (OMITTED)
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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 shall be to an alignment 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-5 PIPE INSTALLED BY OTHER TWAN OPEN CUT:
A. GENERAL:
1. Fumish materials and� necessary accessories, with strengths, thickness, coatings,
and fittings indicated, specified and/or necessary to complete fhe work.
3. Work shall be perFormed in accordance with the i-equirements of the City of Fort
Worth Water Department, the Texas Departmertt of Transportation, or railroad
company, as applicable.
B. MATERIALS:
1. Casing• Pipe: Casing pipe, shall be steel conforming to ANSI B36.10 and the
following:
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PART DA - ADDITIONAL SPECIAL CONDITIONS
Fi�ld Strength: 35,000 psi minimum.
Wall thickness: 0.312 in. minimum (0.5 for railroad crossings).
Diameter: As shown on the drawings (minimum size requirements).
Joints: Continuous 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, or
as designated on the plans.
4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive
strength at 28 days. Proportioned not less than � cu. ft. of cement to 3 cu. ft. of
fihe 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. �
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PART DA - ADDITIONAL SPECIAL CONDITIONS
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2.
3.
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Pits and Trenches:
a. If the grade of the pipe at the end is below the ground surface, 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 cut 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 the pit shall meet the approval of the Engineer.
c. The pits of trenches excavated to facilitate these operations shall be
� backfilled immediately after 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 boring 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. Ry 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 end of the bore from the work pit. This pilot
hole shall serve as the centerline of the larger diameter hole to be 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 working 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. In unconsolidated soil formations, a gel-forming colloidal 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 located within the encasement pipe shall be
supported by "skids" or "bands" to prevent the pipe and bells from
snagging on the inside of the casing, and to keep the installed line from
resting on the bells.
04/16/99 p►S C-4 M-163
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PART DA� ADDITIONAL SPECIAL CONDITIONS
b. All skids shall be treated with a wood preservative. Skids should extend
for the full length of the pipe with the "excepfiion 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 between the assembled
bell and spigot where applicable shall be provided.
d. At all bored, jacked, or tunneled installations, the annular space befinreen
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 flbat the pipe.
The backfill material will not be required unless `specified on the plans and
specified by the Engineer.
e. Closure of the casing after the pipe has been installed shall be plugged 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 contractor 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 soii
layer. All voids outside of installed pipe shall be pressure grotated.
6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or
the use of monolithic sewer would make the use of 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 py tlie Engineer shall not relieve the Contractor of the
responsibility for the adequacy of the liner method.
b. The space between �he tunnel liner and the limits of excavation shall be
pressure grouted or mud-jacked.
ASC-5 nn-� ss
�AR� DA - ADDITIONAL SPECIAL �CONDITIONS �
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c. Access holes for placing concrete shall be space at maximum intervals of a
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 centr�al axis as installed. The work performed
and materials furnished as prescribed by this item will be paid for at the Contract Unit
Price bid per linear foot for Pipe Installed 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, tools, equipment and incidentals necessary to complete the work, including
excavation, backfilling and disposal of surplus material shall be included in the Contract
Unit Price as shown in the Bid Proposal. .
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION:
A. GENERAL:
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
cbated, including interior wall, top and bench surfaces. Protective coating for
corrosion protection shall meet the requirements of this,Specification (and items
DA-12 and DA-1�3) and the Manufacturers recommendations and specifications.
2. Description: The Contractor shall be responsible. for the fumishing of all labor,
� supervision, materials, equipment, and testing required for the completion of
proteetive coating of structures in accordance with manufacturer's
recommendations.
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Manufacturer's Recommendations: Materials and procedures utilized for the
lining process shall be in strict accordance with manufacturer's recommendations.
Corrosion Protection: CoRosion protection may be required on all structures
where high turbulence or high HZS content is expected.
B. MATERIALS:
1. Scope: This sectio� govems the materials required for completion of protective
coating of designated structures. a
2. Protective Coating: The protective 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 fillers, is manufactured by Raven
Lining systems and designated as Raven 405.
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04/16/99 p1J� �i-6 M-163 �
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PART DA - ADDITIONAL SPECIAL CONDITIONS
3. Specialty Cement (lf required for leveling or filling): The specialty 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. 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 physical 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
10,000 psi
550,000 psi
5. Mixing and Handling: Mixing and Handiing of specialty cement material and
protective coating material, which may be towc 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 materials are under
control at all times and are not available to unauthorized personnel or animals. All
equipment shall be subject to the approval of the Engineer. Only personnel
thoroughly familiar with the handling of the coating material shall perform the
spray coating operations and coating installations.
EXECUTION:
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General: Protective coating shall �o# be installed until the structure is complete
and in place.
Preliminary Repairs:
a. All foreign materials shall be removed from the interior of the structure
using high pressure water spray (3500 psi to 4000 psi at spray tip).
b. All unsealed lifting holes, unsealed step holes, and voids larger than
approximately one-half (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 all 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 ihe 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 following procedure.
ASC-7
M-163
PART DA - ADDITIONAL SPECIAL CONDITIONS
1)
2)
3)
The surface shail be thoroughiy cleaned of all foreign materials and
matter.
Place covers over the invert to prevent extraneous materiai from
entering the sewers.
If required for filling or leveling, apply specialty cement product to
provide a smooth surface for the coasting material.
4) Spray the uretha�le_,._or epoxy onto the structure wall and
bench/trough to a minimum uniform thickness of 125 mils (0.125
inches). Thickness to be verifiable through �the use of inethods
acceptabte to the Engineer. After the walls are coated, the wooden
bench covers shall be removed.
5) The final application shall have a minimum of three (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
watertightness shall be perFormed 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 Price
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, materials, equipment and material testing required to complete the
worfc. 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 require,d by the Engineer,
shall be paid for sepa�ately, as specified in Section DA-8, MANHOLE REHABILITATION.
DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM:
A. GENERAL
1. Scope
This section governs all work, materials and #esting required for the application of
interior manhole coating. Manholes 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 DA-14.
04/16i99 AS C-S M-163
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2. Description
PART DA - ADDITIONAL SPECIAL CONDITIONS
a 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.
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Manufacturer's Recommendations
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Materials, mixture ratios, and procedures utilized for the coating process shall be
in accordance with manufacturer's recommendations.
Manholes
Manholes to be coated are of brick, block, or concrete construction. All manholes
shall have a minimum of one-half (1/2) inch specialty cement-based coating
material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the
original inte�ior surFace.
OB. MATERIALS
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1. Scope
2
This section govems the materials required for completion of interior coating of
manholes.
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Ir�terio� Coating
a The interior coating shall be a proprietary two 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-1 s as
Omanufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard
Cement Materials.
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4. Materialldentification
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:
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Proqertv
Tensile Strength
Flexural Stress
Flexurat Modulus
Standard
ASTM D-638
ASTM D-790
ASTM D-790
Lonca Term Value
5,000 psi
10,000 psi
550,000 psi
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ASC-9
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C. EXECUTION
1. General
PART DA - ADDITIONAL SPECIAL CONDITIONS
Mixing and Handling
Mixing and 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 materials are under control at all
times and are not available to unauthorized personnel or animals. All equipment
shall be subject to the approval of the Engineer. Only personnel thoroughly
familiar with the handling of the coating, material shall perform the spray coating
operations and coating installations.
Manhole coating shall not be installed until sealing of manhole frame and grade
adjustments, or partial manhole replacement when required for the manhole per
the Manhole Rehabilitation Schedule, is complete.
2. Temperature
3.
Normal interior coating operation shall be performed at temperatures of 40°F or
greater. No application shall be made when freezing is expected within 24 hours.
Interior Manhofe Coatirlg
a.
The interior coating shall be applied to the manhole from the bottom of the
frame to the bench, down to the top ,�f_i�he trough.
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The interior coating shall be insta{led in accordance with the
manufactu�er's recommendations and the following procedure.
1) The surface shall be thoroughly cleaned of all foreign materials and
matter. Cleaning 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.
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2) Place covers over the invert to prevent extraneous material from o
entering the sewers.
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3) Apply a minimum of one-half (1/2) inch specialty cement product
(Quadex QM-1 s or Reliner MSP) smooth surface for the urethane
coating materiaf. �
4) Spray the urethane anto the manhole wall ancf bench/trough with a
minimum thickness of 125 mils (0.125 inches). Thickness to be
verifiable through the use of inethods acceptable to the Engineer.'
ASC-10 M-�ss ,
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PART DA - ADDITtON�4L SPECIAL CONDITIONS
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 shall 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 wor{c. 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 Work
Schedule or required to be done by the Engineer, shalt be paid for separately at the
Contract Unit Price.
DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM:
aA. GENERAL
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1. Scope
This sec�ion govems all work, 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 I. Interior manhole coating
shall meet the requirements of this Section, or of Se�tion 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.
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4.
Manufacturer's Recommendations
Materials, mixture ratios, and procedures utilized for the coating process shall be
in accordance with manufacturer's recommendations.
Manholes
Manholes to be coated are of brick, block, or�concrete construction. All manholes
�"j shall have a minimum of one-half (1/2) specialty cement-based coating material
��� (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original
interior surface.
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ASC-11
M-163
PART DA - ADDI�IONAL SPECIAL CONDITIONS
1=�
MATERIALS
1. �cope
= This section govems the materiais required for completion of interior coating of
manholes.
2. Interior Coating
Raven Ultra High,Build epoxy Coating, a two-part epoxy resin system using 100°/a solids
based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining
systems and designated as Raven 405.
3. Specialty Cement
The specialty 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 gr�out, mortar, sealant, and/or root control
chemicals proposed and provide case histories of successful use or defend the
choice of grouting materials based on �hemical and physical properties, ease of
application, and expected performance. These grouting materials 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
conditi`�si�s�°shall be in accordance with "the recommeAdations of the manufacturer
and in such a manner as to minimize hazard to personnel. It is the responsibility
of the Contractor to provid�e appropriate protective measures to ensure that
materials are under control at all times and are not available to unauthorized
personnel or animals. All equipment shall be subject to the approval of the
Engineer. Coating shall be performed only by certified applicators approved by
the manufacturers.
C. EXECUTION
1
2.
General
Manhole coating shall not be performed until sealing of manhole from fcame and
grade adjustments, partial manhole replacement, manhole grouting or sewer
replacement/repairs are complete.
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Temperatures
Normal interior coating operation shall be perFormed at temperatures of 40°F or
greater. No application shall be made when freezing is expected within 24 hours.
oa��s�ss ASC-12 nn-�ss
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PART DA - ADDITIONAL SPECIAL CONDITIONS
Interior Manhole Coating
a. Manholes scheduled for
Rehabilitatibn 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 shall be installed in accordance with the
manufacturers recommendations and the following procedure.
1) The surface preparation shall comply with the requirements of
Section DA-9, SURFACE PREPARATION FOR MANHOLE
RESTORATION.
2) Apply a minimum of one-half (1/2) inch specialty cement-based
product (Quadex QM-1s or Reliner MSP) smooth surFace for the
urethane coating material.
3) The surface prior to application may kie damp but shall not have
noticeable free water droplets seeping or running water. Material
shall be spray applied per mant�facturers recornmendations with a
minimum thickness of 125 mils c'0.125 inch).
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4) After the walls are coated, the wooden bench covers shall be
removed and the bench spr�yed to the same average and
minimum thickness as required �for the walls.
5) The final application shall have� a minimum of"three (3) hours cure
time or be set hard to the tou�h, before being subjected to active
flow. �
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6) No applications shall be madel to frozen surfaces or if freezing is
expected to occur in side ttle manhole within 24 hours after
application. '
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Testing of Rehabilitated Manholes �
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a. After the epoxy liner has set (hard t� touch), all visible pinholes shall be
repaired. Repairs shall be made y lightly 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 �oating 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 manholes for watertightness shall be performed by
the Contractor after operations are complete in accordance with
Section DA-18 — VACUUM TESTING OF REHABILITATED MANHOLES.
ASC-13 M-� s3
PART DA - ADDITIONAL SPECIAL CONDITIONS
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MEASUREMENT AND PAYMENT
Payment shaii 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
all testing necessary to complete the work. Payment for grouting of pipe seals, bench
and trough and manhole walls shall be based on the Contract Unit Price for each
manhole actually grouted.
DA-22 REPLACEMEN` T OF CONCRETE CURB AND GUTTER:
Contractor shall replace all damaged existing curb and gutter, as designated by the Construction
Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like
kind, as govemed by the standard City Specifications. Pay limits for laydown curb and gutter are
as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary
to this unit price, will be the required excav,ation 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 day haul-off of the
removed rnaterial to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D"
mix and compacted to standard City densities and top soil, if needed, shall be added and leveled
to grade behind the curb. Existing improvements within the parkway such as water meter`s,
sprinkler system, etc: damaged during construction shall be rep(aced 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 pf completion. if the contractor fails to complete 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 compensation for all materials, labor, equipmerrt
and incidentals necessary to complete the wrork. -
DQ-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of existing 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 governing this item see Item No. 104 "Removing Old Concrete", Item No. 504"
Concrete Sidewalk� and Driveways". Pay limits for concrete driveway are as shown in Drawing
No. S-S5 of the Standard Specifications.
JThe unit price bid per square yard shall 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 fo� the fumishing and placing of reinforced concrete pavement
or base as shown on detail and as directed by the Engineer.
oai�sr�s ASC-14 nn-� ss
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PART DA - ADDITIONAL SPECIAL CONDITIONS
A. GENERAL:
Reinforced concrete pavement or base shall conform to Specification It�m No. 314 herein
except for finishing and curing. �
8. FINISHING:
The reinforced concrete shall be brought to a uniform surface by working with a wooden float.
The surtace shall be flush with the adjacent pavement and shall have a finish similar to the
surrounding pavement. The surface shall be even and shall provide a smooth ride.
C. CURING:
The reinforced concrete pavement surfaces shall be sprayed uniformly 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 cylinders reach 3000 psi before removal of
barricades.
D. EXECUTION:
Included in this item will be the removal of � he existing reinforced concrete pavement. The
existing pavement shall be sawed so as to maintain an even; straight 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 steel shall be thoroughly cleaned
before lapping. '
The following work method will be performed on each utility cut:
1. Place safety signs, barricades and/or �ther °waming devices where necessary and as
required.
2. Replace pavement to nearest joint.
3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas
requiring repair.
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4. Saw cut along marked lines a minimum 'of finro (2) inches deep.
5. Remove existing concrete.
6. Form joints and place reinforcing steel and Dowel Bars (as req�ired) according to
standard specifications.
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7. Place and finish concrete.
8. Clean up job site, removing all debris.
9. Maintain traffic control devices to prot�ct the area until the concrete has cured seven
days or concrete reaches 3000 psi compressive strength.
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ASC-1�5
M-163
PART DA - ADDIT�ONAL SPECIAL CONi�ITIONS
E. PAYMENT:
Payment shall be made at the 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 ROCK RIPRAP - GROUT - FILTER FABRIG:
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C.
GENERAL:
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 shall govem for the installation of rock riprap of the various sizes shown on
the plans.
DESIGN CRITERIA:
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 slope shall be as shown on the drawings.
3. Engineering filter fabric material shall be placed undemeath the riprap.
4. Riprap shall extend up the bank to an �levation where vegetation will provide
adequate protection. See cross sections.
PRODUCT:
1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to
insure permanence in the structure. It sha,ll be free from cracks, seams and other
defects that would 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
Sieve Size
(Sauare Mesh)
18" 18 inch
Riprap 12 inch
6 inch
3 inch
Percent Passinq
100
80-90
45-55
0-20
Percent Passinq
100
60-85
15-45
0-15
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PART DA - ADDITIONAL SPECIAL CONDITIONS
2. RIPRAP W�GHT: Weight of rock shall be one hundred fifty �ve pounds per solid
cubic foot (min.) calculated from the bulk specific gravity (saturated surface dry).
3. FILTER FABRIC BLANKET:
Approved Manufacturer:
4. RIPRAP GROUTING
� Supac - Heavy Grade 8NP (UV)
• Trevira 0111280 •
• Amoco 4553
• or Equal Heavy Grade
a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural
sand, manufactured sand, or a combination of natural and manufactured sands.
The grading and uniformity of the fine aggregate shall conform to the following
requirements as deliverec� to the mixers:
Sieve Designation, U.S.
Standard Square Mesh
3/8 in. (9.5 mm)
a No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1.18 mm)
� 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
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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 tie
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 shall be prepared to a relatively smooth condition
free of obstructions, depressions, debris, and §oft or low density pockets of material.
Erosion features such as rills, gullies, etc. tnust be graded out of the surface before
geotextife placement. The geotextile shall be placed with the Iong dimension
perpendicular to the centerline 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 24inches of overlap for each joint. Temporary pinning of the textile to help
ASC-17 nn-�ss
PART DA - ADDITIONAL SPECIAL CONDITIONS
hold it in plac� until the rock riprap is placed. The temporary pins shall 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 actual slope length. The
Contractor shall adjust the actual length of the geotextile used based on initial
installation experience. The geotextile shall be protected at all 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 layer of the specified material is
accomplished within seven (7) calendar days after placement of the geotextile.
Failure to comply shall require replacement of geotextile. The geotextile shall be
protected from damage prior to and during the placement of rocic riprap. Before
placement of gabion units, the Contractor shall demonstrate that the 'placement
technique will prevent damage to the geotextile. In no case shall any type of
equipment be allowed on the unprotected geotextile.
3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filte.r fabric blanket in
such a manner as to produce a reasonably well graded mass of rock with the
minimum practicable percentage of voids and shall be constructed within the
specified tolerance to the lines 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 full course thickness at one operation and in such a manner as to avoid
displacing the fabric. The larger stones shall be well distributed and the entire mass
of stones in their final position shall conform 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 controlled dumping of successive loads during final
placing, or by other methods of placement which will produce the speci�ied results.
Rearranging of individual stones, by mechanical equipment or by hand will be
required to the extent necessary to obtain a reasonably well 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 corriposed 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 determined 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 manner specified
for concrete except that the time of mixing shall be increased to that necessary to
produce a mixture 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 work within a period of one (1) hour after mixing. Retempering of
ground will not be permitted. Riprap shall not be grouted when the ambient
temperature is below 35 degree F. or above 95 degrees F. unless approved by the
o���s ASC-18 M-�s�
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PART DA - ADDITIONAL SPECIAL iCONDITIONS
ENGINEER in writing; nor when the grout, without �pecial 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 ffow 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
surtace of all grouted riprap shall be cured by keeping the surface continuously wet
for a period of not less than 7 days.
MEASUREMENT AND PAYMENT
1. FILTER FABRIC: Filter fabric will be measured by the square yard for material used
including that required at toes arid thickened edges. Payment for filter fabric will be
made at the contract unit price. per square y rd which includes all plant, labor,
material, and all installation costs in-place, compl�te.
2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual
plan dimensions. Payment for riprap will be made at the contract unit price per cubic
yard which includes all plant, labor, material, filter fabric, grout and installation costs
in-place, complete.
3. GROUT: Grout will be
Payment for grout will
includes all plant, labor,
measured by the square yard using actual plan dimensions.
be made at the contract unit price per square yard which
material, and installation costs in-�lace, complete. �
ASC-19
M-163
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EXISTING FRAME 1� COYER
TO BE SALVAGED OR
REUSED AS �u�c�� w BY
TFE ENGIPEER
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AEMOVE W�IOI.E FR�ME. COVQ% / �
APD GRADE ADJUSTA£N7S TO A
MnVIMUM DEPTH OF TFiiEE FEET � � FILL 1�ITH SM�
C�ONCRETE MAt�HOL�S. F� CAST / � �
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EXISTD�lG OR BEl?ER COPOITIDk
AtrO BE IN ACCOROAtrCfi MIITH
SPECIFICATIONS.
� SET MAS�RY BIJUCHEAa�
IN ALL P]PES ENTERIIrG
Sl"Rt1CTURE
SECTIONAL ELEVATION
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EXISTING SURFACE AS SPECIFIED
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C�ASS E : �' � • . ' • '. ' .
1500� CONCRETE ' . . • � . . ' . �• • �. •'
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9' FOR ID=2T OR MORE
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CONCRETE ENCASEMENT DETAIL
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TYP�CAL SECTI(�N-TREPlCH REPA�R CONCREiE PAVEMENT
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CONCRETE PAVEMENT REPAIR, FIGURE 1
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WIDTH
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TRENCH
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COMPACTED BENTONITE CLAY
OR 2 - SACK CONCRETE
MINIMUM WIDTH IN
LONGITUDINAL
DIRECTION SHA�L BE
4'-0' FOR CLAY AND
1'-0' FOR 2-SACK CONCR�TE
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INSTALLED BY PIPE BURSTING METH�O.INSTALL CLAY
DAM JuST DOwr�STREAM OF MOST DQWNSiAEAM
SERVICE RECONNECT
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UNOISTURBEO SOIL
CLA'Y DAM DETAIL
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' � ' •�� � � CITY STANpARp $P£CIFICATIONS
USE 2�'�ip' CLAS.S�� � • • I � : • �'' �YP. �j 1825�.2�1 MATERIAL
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B ��E � � E2-28,21 CONSTRIJCTIQN
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F[GURE 12l
CONCRETE MANHOLE COLLAR DETAIL
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INSIDE
PIPE
DIAMETER
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8'
18'
12'
15'
18'
21'
2�'
2T
30`
33'
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1.11
TABLE 2
MAXIMUM TRENCH wIDTH
AT TOP OF CONDUIT
3'-2'
3'-2•
3'-2'
3'-4'
3'-6'
3'-i0'
4'-4`
4'-8'
4'-11'
5'-3'
6'-0'
6'-4'
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TRENCH WIDTH - TABLE 2
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STEEL CASING PIPE �
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ELASS E,
CARRIER PIPE i500� CONCRETE
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OF CASING CREATED BY INSTALLATION
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SMOOTH TRANSITION
REDUIRED BETVEEN
PIPE AND CHANNEL
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SLOPE TO DRAIN
FLEXIBLE MALL CONNECTION
tTYP. AT PIPE ENTRY TO MM
SLOPE TO DRAIN
� � PIPES ENTERING AT ANGLES SFIAI.L
�BE PROVIDED MITH A 'U'�L
�OF PIPES INSIDE DIAt£TER
`� �-- I.UES STRAIpiT TtROUGH MANiOLE
SHALL BE PROYIDED lRTH A V
t�IAMEL Ot� NALF OF PIPE ArSIOE
PLAN VIEM ��R �
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SEGiIONS ARE USED �
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tCONC. G.ASS F- 4�Q PSD
MANiOLE BASE UITH MIRE CO�ETE ENCASElft�(T �
hESH aEA�OacEl�NT oF USED ONI.Y ►hERE F�.Ex
h1INIMl�1 �.5 SO.IN. PER MALL CONNECTION IS NOT
FOOT D�! BOTH DIRECTIONS PROYIDED
r
TFE MDVURIM DISTANC£ BET1rEEN 711E INVERT OF 7t�E
OOMI�.ST�REAri Pg'E AI�D i'i1E TOP OF TFE MMHOLE
BASE SHALL BE TFREE C� INCt1ES
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3. PIPE SHALL BE EMBEpDED IN CDNCRETE TO MITHIN 6'
OF TtE FIRST JOINT FOR RCP Ar0 DIP UNLESS A FLEXIBLE wALL
CONNECTION IS IJSEQ IF A FIEXIBLE MALL CONNECTI�I IS USED, CRItStED LIIfSTONE
EF�EDh£NT MAY BE USE0.
2.IF FLEXIBLE OR SEMI-FLEXIBLE PIPE IS USED FLEXIBIE NALL COMrECTOR
MUST BE USED.
3. FLEXIBLE MALL CW�tECTORS SHALL BE PRESS WEOGE. A-LOCK, PRESS SEAL fPSX GASKEn OR
APPROVED E�UAL.
[=� �. ►
RJl OROUP� NC.
COIQl�.T110 Et�1�JtS
CAST IN P�ACE MANHOLE
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f4lIIM,M REOl1IRED THIS SAGCFILL DETAA. �l ��.�. u TFE
MIDTH OF StJRFAC£ 8TAt�0AR0 El�EDf�EKf OETA[L ��il�IE 1/'!�
RESTORATION Of TIE CITY OF FORT 1fOftTH YATER DETT.
- QEN�RAL COlRRACT OOCl�Falis IMD OElERAt.
(SEE TABLE v SPECIF�ATTOk3. LATE31 REVISIONS.
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• , '• , rrmni ar roP oF coroun
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' . • . �• � • . . • . , �—FOR BAO�ILL SEE
�t � /// . SPECIFICATIONS
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S�wER PIPE--+ .
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L�t� aa aa 4 n�a�s ea.ow
BELL, MHIC�EYER IS C#iF�iTER
�..�- CRIiSi�ED LI!£STOPE BEDOING
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-12" BROKEN CONCRETE
RIPRAP, HANO PLACED.
+k STANDARD SPEC. 2.24.3
`-3" SAND CUSiON
FILTER FABRtC
* STANDARD SPEC. 2.24.4
�k STANDARD SPEClFICATIONS FOR PUBLIC
WORKS CONSTRUCTION� ADOPTED
� JUNE 24, 1993, NORTH CENTRAL TEXAS
COUNCIE. OF GOVERNMENTS
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RIPfZAP DETAIL
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FRAME AND COVER
COMPLEiE MIITH
WATERTIGHT MANHOLE INSERT
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6'
24'
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� 48' DIA.
F�EXIBLE -�
PIPE GASKET CAST INTO .
STRUCTURE AT ALL PIPE
PENETRATIONS
^— CRUSHED LIMESiOPE PIPE
BEDOI(� (4' MINIMilJhl BE!_OW SELL)
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INTEGRAL MANHOIE
BASE OR PRECAST
CONC. SLAB (6' MIN.
THICKNESS)PER ASTM
C-478
STANDARD SHALLOW MANHOLE
PRECAST/CAST IN PLACE
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6' GRANUI.AR CUSHION —'
SECTIONAI. ELEVATION
�— 2 ROMS BITUMASTIC JOIN7 SEALANT
BETWEEN ALL ADJUSTMENT JOINTS
,
�PRECAST ADJUSTING RINGS
(CAST IN PLACE ALSO ALLOMED)
�—PRECAST CONCRETE CO���� C CARB
SECTION ICAST IN Pl.ACE ALSO Al.LO�)
�OUTSIDE TO BE VATERPROOFED
MfITH TMO COATS � ASPHAL.T
EMIJLSION tSANITARY 1�7Ai�AiOLES ONL17
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DITCH Y� ,�• • 1 `�� � rOTiOM OF EXIi i�ltwfi. MYE)EMA 1� OF M �IiA11
. Z. Kl OafT. A�iMLT QMIl �E lQ'l�1Li0 TO M OI�ML
. • • i � � c�,rm ►a�� ti►vE,�T ��c�wr wwi. � r aF
�-r�oa�+c wo oo� Fa� o�,�om su+�� oouRSE
� rnEMa+ o��u. �, �moo+o oR rtrE � c►Eco-�n caE ox-u oF n� wt►MCT •
ooa�xis.
TYPICA�L���r�T� -TRENCH REPAIR �
TYP[CAL HI�MrA.C. �ACE VITH SOIL BASE
F IG. �1
.
PAVEMENT REPAiR, FIGURE 4
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CONCRETE
ENCASEMENT
CONCRETE ENCASEMENT . . �
TO PLUG ALL OPENINGS � ' 4 � _ r- � '"' ` �
IN STORM ORAIN � � -" "'
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SAW CUT EXIST.
STORM ORAIN
`DRAIN�r`r���.�r+'�
�XIS��� S�ORM �
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CONCRETE FORMS INSIDE STORM DRAIN
ENCASEMEN7 , MAY BE RE�UIRED
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SEWER PIPE —
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SAW CUT EXIST
STORM DRAIN
REMOVE ALL FORMS
EXIST. AND DEBRIS FROM
STORM � INSIDE STORM ORAIN
ORAIN AFTER CONCRETE
. ENCASEMENT HAS CURED
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STORM DRAIN CROSSING DETAIL
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INVERT CHANNEL CONC.
FLEXIBLE BOOTS MEETING
ASTMC928 CLAMP ON TYPE FLEXIBLE BOOT
(CAST IN 800T SHOWN PRESSED MEETING ASTM
IN BOOT ALSO PERMITTEO) � C923 A—LOCK TYPE
CLAMP SECURLY IN '
— � ACCORDANCE WITH
//
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BOOT MFR'S O R
INSTRUCTIONS
�� INSi'RLL PIPE IN
�� ACCORDANCE WITH
BOOT MFR'S INST. / / /�/
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WHEN PLACING FIE�D—POURED
INVERT CHANNELS,PACK ANNULAR
SPACES WITH EXTRUDIBLE PREFORMED
PLASTIC GASKET MATERIAL TO
PREVENT INVERT CONCRETE FROM
ENTERING SPACE BETWEEN PIPE
AND �LEXIBLE BOOT
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coNsu�r+o a+aacf�es
SANITARY MH PIPE CONNECTION DETAIL
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Pape 15
C.=.1 L7 O C� C� O C] L� O � � � C� t� � C� G� C� O
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'' 1 � ILICONE .fOINT SEALANT
SEE TABL� � '
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M6 SMOOTH � ��~;OINMT�FILLER SION
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OOMEL SUPPORT BASKE7� w
SEAL FOR XPANS[�OINT
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'�• �E�Att.Al�T JOINT
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• :::i. . POLYETHYI.ENE FOAIA
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°C �%%%� •�" DIA. CLOSEO
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� 'A • =:S�S� � POIYETHYLENE FOAlA
BACKER R00
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'COLD •.IODI� COq�T1111CTDON
JO_INT_, DETAIL N4. 2
F T
BU_ �— J�
JOINT DEPTH
PA�V��S JO�N���EPTH
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JOINT DETAILS
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co�eu�n�o oior,ce�es
MINIMUM REQUIRED
WIDTH OF SURFACE
RESTORATION
(SEE TAB�E 1)
i
� EXISTING 3' ASPHALT �
�//////./// EXISTING FILL
� ' .' • ^•, ' �L� ' 6' CRUSHED LIM�STONE
- Y
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' . . � • � • • . ' . • ' ;��—FOR BACKFILL SEE
j/////// SPECIFICATIONS
' � CRUSHED LIMESTONE
BEDDING AND COVER
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--� 12' �-- —' 12• "- � TOPSOIL.4 INCHES
f6' ti1NEN CROS5ING
FL.011ER 8ED OR GARDEN)
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EXCAVATED TRENC}i
BApCFILL (TYPE 'Cf. dt
TYPE 'B' BA(�CFA.L
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AT TFE TOP OF t��UIT
SEE TABtE 2
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USi�ED I.�STONE
BEDOIIrG At� CDVER
� Q.D.OR 4 II�ES BELOti
BELL� kFQt�EVER IS GREATEA
TYPICAL NON-PAVED TRENCH DETAIL
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Pa�e 18
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� EXCA\/ATION, BACKF�IL.L AND
Q�
REPAIR UNDER EXISTING
o �
PA\/EM�NT
STREETS
� MIN, 2' HOT �R C❑LD MIX ASPHA�T
�--TEMPQRARY PAVING REPAIR SH�WN -
a EXIST, STREET PAVEMENT FOR PERMANENT PAVING REPAIR DETAILS �
SEE FIGURES 1-5 �R AS SPECIFIED IN �
THE PLANS �R SPECIFICATI�NS. ,
D �w
jjj�vOVOVOvOyOVOyOvOVOyOv OV�VOvOV�v� VW�y�yQVO�Qy�V0rQV0VQV0�
� a c c c c c c_o_o_o c..c o.c.c c i c c c o o c c c c o c u
. �j� r�rT s ca�A���n' �r/�/�///.� .//.�// ����
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y' . • � .• ;.• •.' • : �• . . B❑TTpM �F TEMPORARY pR � • • � ' '. .' • . •�4 '• :
� , . •' �' •• � � PERMANENT PAVEMENT REPAIR '• . � � � „' . �� �: ' •
EXIST. BASE� �
� • •� � ;. � � . � ' � �TYPE C BACKFILL
� SAND MATERIAL : � ..t�':�'��':'.'�:� `.'.'� SEE SPEC. E1-2
' EMBEDMENT � . � ' 1'-6' MAXIMUM
� SEE SPEC. E1-2 : • �' . �. . .
�� 1) SEWER — MINIMUM 12' .. . ..
SAND EMBEDMENT COVER " ' , ' . • •
� 2) 1�/A7ER — MINIMUM 6' '. '•��.: `�•.::�'
SAND EMBEDMENT C�VER .��. " . � CRUSNED ST�NE
•. QtiQ�' A� � SEE SPEC. E1-3
� MINIMUM 6' EMBEDMENT •i'._ " � '
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M1':^: f , .. � . .�=':' :.ti.
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� INC�UDED IN LINEAR F�CIT BID PRICE OF PIPE
F�IGURE
CSEWER� ALL
CWATER SIZ�S 16"'
NTS
B
SIZES) �
& LARGER>
RE V� MARCH 25, 1999
Page 19
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12' MIN.
CLASS '8' (25�J0�) : `•'� : � .
. , �
CONCRETE ' `y�
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� '�4 STEE�—�� •. y '� i 12' MIN. (UNDISTURBED EARTH
r� •, .; � 6' MIN. tINCOMPRESSIBLE MATERIAL)
REBAR � r ,: : , � -
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WRAP PIPE WITH
�''� ' ' � 12' MIN. tUNOISTURSED EARTH
15s ROOFING FEI.T 6' MIN. (INCOMPRESSIBLE MATERIAL)
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co��n+o aor+c�es
PIPELINE ANCHOR DETAIL
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Page 20
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STEEL CASING PIPE
STEEL STRAPS
MIN. 3 EA. PER
PIPE SECTION
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co�Tr+o cHor+t�es
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PROPOSED CARRIER PIPE
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K;' t: ::::: °� :_�;=�:� ( MIN. 4'x4' ) AT 4,8 & 12
`�� ���� 0'CLOCK POSITIONS
GROUT 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
SEWER PIPE IN CASING DETAIL
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12' MIN.
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�I�• /1 -�,,•• �.� � CLASS E.
�� ; .-�, � 1500� CONCRETE
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PIPE BULKHEAD DETAIL �
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Pa�e 22
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—EXISTING
TEE CONNECTION SERVICE LINE
� � FLEXIBLE
� COUPLING
12' MINIMl�1 � � /` � �
(CONCRETE ENCASEMENI� -- �— ---�{---- �Q----
0 , ,. �
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STAIM,.ESS
. STEEL BANOS
� N�F�1l. f�D l.II�£STONE BACKFILL
OR COt�TE ENCASE?ENT MFERE
INTEGRAI. TEES ARE NOT PROVIDEA
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tilil'H WTEGRjIL TEE
OR G�TED SE1fER
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(CONCAETE ENCASEt�NT) -�.
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--- MAX. 45'
PIPE BEW (IF REWIRED)
COUPLIfVG
— --_�
�EXIS'TING
SERVICE LIt�
MAXIMIM SLOPE L1
MItV. GRADE 2 X
� NOFiMAl. (�IJSFED LD�STDf� BAt�CFILL� NOTEs fOR SERVII:£ COMIECTIONS TO
��r r��f'K 1 C ENCA8ElENT M�ERE HDPP IIFEAE PIPE EPI.ARGEF£r!T hETHOD�'
DrTEt�tAL TEES ARE NOT PROVIDE0. ARE USED. SEE SPECIFICATIONS
� SECTIONAL ELEVATION
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SENER SERVICE LINE LOCATION
TO BE MARKED MITH REO VINYL
TAPE AT LEAST 3' MIDE AI� 10
MIL THICK ATTACtED TO TFE
ENO Of THE SERVICE ANO EXTQ�EO
THROUGFi THE BACKFILL AT TFE
POINT OF HOUSE SERVICE COt�NECTION
R,n, a�a,r, Nc.
coneu.n+o ororumes
TYPICAL SERVICE RISER CONNECTION
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j MIN.12' INTO
� PIPE OR I.D.
1�fFlICHEVER
IS LARGER
4• MIN. � ��
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12' M:
.
6'
MIN. MIN.
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.
EXISTING MIN.2500 P.S.I.
SEWER CONCRETE
BULKHEAD
POUR IN FILL WITH GROUT WITHIN "
MIN.250fd P.S.I. INFLUENCE ZONE OF
CONCRETE PAVEMENT FOUNDA7ION OF
BUILOINGS AND UTILITY
STRUCTURES.
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SEWER ABANDONMENT DETAIL
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48' QIA. FOR SE1�ER PIPE "
1NROlJGH 21' OtA. At�O Bv' DIA.
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2 ROMS BITIAdASTIC
JOINT SEALANT
CAST IN PLACE MONOLITIC
CONCRETE MAt+�IOI.E MALL
AS SPECIFIED
� OUTSIDE TO BE
MATERPROOFED
MITH TVO CDATS
OF AS?FIALT
EMUl.SION
�
%� y �
!� � CAST IN PLACE
� - i f MONOLITIC COf�iETE
�8ENlCN MIN. SLDPE % MAN�OLE KALL AS
/ or a�ir �u
— OF 1• PER FOOT �
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F��LE�XIB�{I.E PIPE
M � /�� un-�r��� •
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6� (�iAf�RJLAR q1SFiI0N
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� ���� �' � TO�FIRSTT P� tSEE
:::: r. •s CAST IN PLACE MA[�iOLE
`' �'�'' BACE SECTION OETAIU
CAST-IM-PLACE tCLASS F
40� PSI (�f�itE'TD hW�lO�E
BASE (S�E OETIIIU
SECTIONIAL ELEVATION
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co�ou�nry oroM,mes
CAST IRON MANHO�E FRAME
A1� COVER COhPLETE YITH
VATERTIGHT MANMOI.E INSERT
24• MIN.
STANDARD CAST IN PLACE MANHOLE
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A�NO OE7AIL��D2�T
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FftAl�£ At�O COVER
COMPLETE IiRTH
MATERTIGHT MANiOI.E INSERT
...'•"...�.. .` 2 ROMIS SITIIMASTIC JOIN'f SEALMJT
� �BETMEEN AlL AOJUSThf1rT JOINTS
24'
MIIN.
PRECAS7 ADJUSTING RINGS
PRECAST CONt�£TE CONCENTRIC
CdZBEL SECTIOM
OUTSIDE TO BE MATERPROOFED
11ITH TNO COATS OF ASPFW.T
EMI�.SION (SANITARY MW�:10LE5 OPL17
1�. �PRECAST t�ICRETE MAt�iOLE
MALL SECTIONS II�1 ACCORDANCE
� / y j� r MITH ASTM C478
.y �.
48' OIA. FOR SEMER W /'
Pg'E TF*tOUGH 21• DIA. � S
AI�D 68' DIA. FOR - - �
SEME�tS TFii0t1Gi1 36' � �
� MpTED � � /
, � /
f
INTEGRAI. MANiOLE
BASE OR PRECAST
CDNC. SLAB f6' MIN.
TtQC1UESS) PER AS'TM
C-478
STA[�ARD M�Ai�t10LE
PRECASi
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PI� CAST INTO
SiRl1CTl�iE AT ALL PIPE
PErETRATIOfiS
CRUSFED LIFE.STOrE PIPE BEDOING
(4' MINIMUM BELOM BELl)
Detail - 26
%
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6• G:tANULAR CUSHION —�
SECTIONFtL 0.EVATION
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� PMS 167 (Copper} ,_. PMS 288 {6��e)
: : 8� „ ou
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Figure 30
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09/18196 � E2-1 Construction
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PAR'i E
� GENERAL SPECIFICATIONS FOR WATER DEPARTMENT
PROJECTS
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Blasting
Collapse of Building or
structures adjacent to
excavations
Damage to Underground
Utilities
Builder's Risk
Comprehensive
Automobile Liability
� 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.
QTYPE OF INSURANCE
Policy Effective Expires Limits of Liability
� Worker's Compensation
Comprehensive General
Liability Insurance (Public
Liability)
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Contractual Liability
Other
CERTIFICATE OF INSURANCE
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: $
Properiy Damage:
Ea.Occurrence: $
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 a8er the insured has received written notice of such change/or
cancellation.
Where applicable local laws or regulations 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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CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
a Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers'
compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS58-
0705580174900
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� STATE OF TEXAS �
KEBO SERVICES, INC
CON CTOR
By:
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T�tie
�P.�. I , l�_�i_'9
Date
aCOUNTY OF TARRANT � '
BEFORE ME, the undersigned authority, on this day personally appeared _���VV� Id'6� ��
a known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the same as the act and deed of )(��� S.2(l ,� ('Q S��,i�1C , for the purpose and consideration
� therein expressed and in the capacity therein stated.
� GIVEN UNDER MY HAND AND SEAL OF OFFICE this I� day of
1 ) QCP.iYI l-�O ,i� .19 �i .
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� Nota Public in and for
the tate of Texas
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Rv '' '��'e''�"�
_�`" � °°� JAMES L. QpU�(EN
Na'TARY PUBLIC
�'''� o�- �%�' My Cr, nmsTon F pi,•T 0��2002
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PERFORMANCE BOND
BOND NO. CC-24581
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�umberland Casualty & Sure�y Compan�
corporation 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 corporation organized and
existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of:
FOUR HUNDRED ONE THOUSAND SEVEN HUNDRED ONE AND 75/100 .........................................,
($401,701.75) 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 by these presents.
�
THE CONDITION OF THIS of: OBLIGATION is such that Vj(}�,�eas, the Principal entered into a certain
�,�., contract with the City of Fort Worth, the Owner, dated th���fl �yy a copy of which is hereto attached and
made a part hereof, for the construction of:
SANITARY SEWER MAIN 163 REHABILITATION
� designated as Project No. (s) PS58-070580174900, 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".
� w I rul and faithfull erform the work in accordance with
NOW THEREFORE, if the Prmcipal shatl el , t y, y p
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 notice 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 obligations 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 WNEREOF, this instrument is executed in 10 counterparts each one of which shall be
� deemed an original, this thd"! `, i`; �f �_ i� J�
ATTEST:
r'" , V`�- �� KEBO SERVICES, INC
� (Principal) Secretary _����r�'!���Gf;��U�N�r PR CI AL (4)
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(SEAL)
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itness as to Principal . .
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` Address � �-� � w � � �k
ATTEST: � � �� �.(
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(SEAL)
�r..
(Surety) Secretary
BY: /�.-
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Title:
8008 HWY 80W SUITE 101
FORT WORTH, TX 76116
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� (Address)
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erland asualtv & Suret�r
Su �
BY: `1'1"�
(Attorney-in-fact) (5) L i n d a
8150 Brookriver Dr. #S303
Dallas. TX 75247
(Address)
NOTE: Date of Bond must not be
prior to date of Contract
Company
S� nku
(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 Parinership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attomey-in-Fact..
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PAYMENT BOND
BOND N0. CC-24581
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) C u m� e r� n d„ C a s u a 1 t y &, a corporation organized and
� existing under the laws of the State and fully authorized `t� transac�busi�tess in the State of Texas, as Surery, 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 referred to in the penal sum of :
FOUR HUNDRED ONE THOUSAND SEVEN HUNDRED ONE AND 75/100 .......................................
($401,701.75� 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.
THE CONDITION OF THIS OBLIGATION is such that Wh�j e �f Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the �1�.6ayi)oof ��J A.D. , 1999, a copy of which is
hereto attached and made a part thereof, for the construction of::
SANITARY SEWER MAIN 163 REHABILITATION
�' Project No. (s) PS58-070580174900 a copy of which is hereto attached, referred to and made a part hereof
I�.., as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred
to as the "work".
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 legal 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 or 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.
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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 WHE�C Q�, •�th�s as�rument is executed in 10 counterparts each one of which shall be
deemed an original, this the u�-`da�'o�' �"�''''A.D., 1999.
ATTEST: � �� G l.(� V'/C
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(Principal) Secretary -'�y�� ��'••....•••'�
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tness as to Principal
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Address (fJ(� 4
� ATTEST:
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(SEAL)
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�EBO SERVICES, INC
CIP�AL (4)
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T�e: 1[�Q��1 ��N r V �''
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�008 HWY 80W SUITE 101
FORT WORTH, TX 76116 (SEAL)
(Address)
Cumberland C ualty & Surety
ure�\
B . f�,.c�,c7.v.� �
(Attorney-in-fact) (5) L i n d a
8150 Brookriver Dr. #S303
Dallas, TX 75247
(Address)
(Address)
NOTE: Date of Bond must not be prior to date
of contract
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(3)
(4)
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(Surety) Secretary
v �.11M^� l l, � _
Wimess as to Surety
1 boo �.� S+: �. W�r-� ��C ���oz
(Address)
(5)
Company
Sinku
Correct Name of Contractor
A Corporation, a Partnership or an
Individual, as case may be
Correct name of Surety
If contractor is Partnership all
Partners should execute Bond
A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact..
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MAINTENANCE BOND
�„j THESTATEOFTEXAS § BOND NO. CC-24581
� COUNTY OF TARRANT §
� KNOW ALL MEN BY THESE PRESENTS: That (1) KEBO SERVICES, INC as Principal, acting herein
� by and through(2) its duly authorized and (3)
�umb rl nd Casualt &
» r�� I• ��••`•, a„�, y a corporation organized under the [aws 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
y�,,,i Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County,
Texas the sum of
� FOUR HUNDRED OIYE THOUSAIYD SEVEN HUNDRED ONE AND 75/100 .........................................
�,
($401.701.75) 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,
... administrators, assigns and successors, jointly and severally,
This obligation is conditioned, however; that,
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WHEREAS, the Principal has entered into a certain contract with the City of Fort W�li� 0 7 1�
performance of the following described public work and the construction of the following described public
improvements:
SANITARY SEWER MAIN 163 REHABILITATIOIY
of same being referred to herein and in said contract as the Work and being designated as project P558-
070580174900 and said contract, includin� all of the specifications, conditions 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 ,
• WHERE,AS, 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 (11 Year after the date of the final
` acceptance of the work by the City; and
r-, WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of
,i One (1) Year: and,
i�.�
� 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 notice of the need therefor to repair or reconstruct
said work as herein provided.
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ATTEST:
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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 conditions 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
Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is exhausted.
WHEREAS, all parties covenant and agree that if any legal action 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, date `dj 1��'�: �') '' �(�gg
• �
KEBO SERVICES, INC
PRINCIPAL (4)
BY: ,� %�,GGI.�v�
Title: ��J VC.�� VI.X-1 l�
8008 HWY 80W SUITE 101
FORT WORTH, TX 76116
(Address)
�-i `�
itness as to Principal
S(,AB ia�{ $� 1,.�, ��1�2 �1��
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(Address)
ATTEST:
Cumb �_���=�`*�i� , t-�-Compar�y
� urery
B : U�"
815 U B r o o k r i��°��-ln"�����3 L i n d a S i n k u
Dall�, TY .'G�!i.'
(Address)
NOTE: Date of Bond must not be prior to
date of Contract
(Surety) Secretary
�,
(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
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact.
(SEAL)
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Witness as to Surety
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CUMBERLAND CASUALTY & SURETY COMP�NY POWER OF ATTORNEY
� TAMPA, FLORIDA
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PRINCIPAL: KPho Services , TNc .
8008 Hwy 80 West #101
(STREET pDDRESS)
CONTRACT AMOUNT: $ 4 O 1, 7 O 1. 7 5
POWER NO. CC - 2 4 5 81
KNOW ALL MEN BY THESE PRESENTS: That Cumberland Casualty & Surety Company, a corporation duly organized under the laws of the State
of Florida, having its principal office in the City 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 it Further Resolved, that the signature of the President, Secretary and the Seal of the Company may be affixed to any such Power of
Attorney or any certificate 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 consents for the release of retained percentages and/or �nal estimates
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. McElrov or Linda Sinku
nr Rnhnrt A_ Feraucnn nr Michnnl F_ Wschmnn
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 officer 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 of�cer of the
Company and its Corporate Seal to be hereto aff'ixed.
c!�'�`t
r� ' CUMBE LAND C� SU LTY & SURE COMPANY
�`�."'"'` �' �- ' _. . �-�^.- .:e.<.C'.c:�C i _ ._
SEAL �.�r . dward J. E enfield IV, President
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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.
���o'T "N�. .��Y P�� Beverly Ann Jerry � �"
: r��� 2 �Commission # CC 758867 ,u; �,�� �
D � M".»"»`. z 9� �Q Expires August 22, 2002 ' L�everiy Ann J y�
� "�« 2 � � BONDED THRU
Mep ��R� GO� �F �' ATLANTIC BONDING CO., INC. My COm[ri1SS10n 0Xp1PCS
'�OUGH
� STATE OF FLORIDA )
) SS
COUNTY OF HILLSBOROUGI�
I, the undersigned, Secretary of Cumber(and Casualry & Surety Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing
j� and attached POWER OF A1"TORNEY remains in full force.
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Signed and Sealed at the City of Tampa.
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Dated the day of , , .
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` ,.��«,�y�� .i-,l/��,
� - CaroYS. Brlack, Secretary
THIS BOND NOT 'UAI.,ID i3iVLESS PRINTED ON GREEN PAPER
EFFECTIVE DATE:
Ft. Worth Texas 76116
(CITY) (STATE) (ZIP CODE)
AMOUNT OF BOND: $� O 1, 7 O 1. 7 5
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PART G-CONTRACT
� THE STATE OF TEXAS §
� COUNTY OF TARRANT �
� THIS CONTRACT, made and entered inttf�C � 1�y1��fd' 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
SERVICES, INC of the City of FORT WORTH County of TARRANT and State of TEXAS, Party of
�" the Second Part, hereinafter termed "CONTRACTOR".
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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:
�„ SANITARY SEWER MAIN 163 REHABILITATION
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 Contractar Documents 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 current funds for 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 (Owner)
� Party of the First part s"
.
� BY: �j�`-.�.
r,
n ASST. City Manager CW
ATTEST:
4. C�1 ��
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City Secretary
(Seal)
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WITNESSES:
�• KEBO SERVICES, INC
8008 HWY 80W SUITE 101
FORT W ORTH, TX 76116
�, Contractor
� By: /�• ��G'�.� `�-'
Tit�e: `�i�,�Q,n,lr
� APPROVED:
� ��-^� C� �� `�-��.�.�° ���c �":� ...__�
A. Douglas Rademaker, P.E. Director
� Department of Engineering
� �W
�
.
Approved as to Form and Legality:
�-� . �-=' .
Gary einberger, Asst. City Attorney
� - / '7 `7C� �/
��ntract Ruthorization
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APPENDIX A
State Revoiving Fund (SRF) Requirements
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APPENDIX "A"
STATE REVOLVING FUND (SRF)
REQUIREMENT5
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PRiVITY OF CONTRAC7'.
This contracc is e:cpected to be funded in part wich funds from the Texas Water '
Developmcnt Board. Neither the State of Texas nor any of its deparunenu, ageacies or
employees is, or will be, a party ta this coatract oc any lowe� tier contract: ;This
concract is subject to regulations contained in 31 TAC Chap�er 363 in effect on che date
this concract is executed. •
DEFIMTION.
The tenn "TWDB" mcans the Executive Adminisuator of the Texaz Water
DeveIopment Board, or other penon who may be at the time acting in the capacity oc
authoriz�d to perfonn the functions of such Adminisaacor, or the authorized
representative thereof.
FINAL PAYII�NT
Tke rctainage a.�d its interest earnings, if any, shall noc be paid to the
Contractor until the TWDB has authorized a reducrion in, or reieasc of;
retainaQe oa the contract work.
RFVIEW BY OWNER AND TWDB.
(a) 'Ihe Owner, autitorized representatives and agencs of the Owner, and'the TWDB
shali. ac all times have access to and be permicced co obs�rve and review all work,
macerials. equipment, payrolls. personnet records, employment conditions, macerial
invoices. and other reIevant data and records pertaining to this Conaract, provided,
however that all instructions and approval with respect to the work will be giveu to
the Concractor only by the Owner through autitorized represenraaves or agencs.
�(h) Any such inspeccion or review by the TWDB shaIl not subject the state of Te:cas to ,
any accion for dama�es.
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FLOOD HAZARD INSURANCE.
This provisions app(ies co any concract which will cons�ruct scruccures that are insurable
under the Nacional Flood Insurance Program of the Federal Emerzency Managemcnt
A�ency. The Contraccor shall apply for fIood insurance on ail insurabie scructures that
will be built ander chis contract. A copy of the completed applicacion must be provided
to the owner before cocnmencing construction of the project. The Contractoc shall
obcain the flood (�azard insurance as soon as possible and submir a copy of che policy to
che Owner.
ARCHEOLOGICAL DISCOVERfES.
No activiry which may affect a State ArcheoIogicaI Landmazk is auchorized until the
Owner has complied wich the provisions of the Antiquities Code of Texas. The Own�r
has previously coordinated with the appropriate a�encies and impacu to known cuInual
or archeoIogical deposits have beea avoided or micigat�d. Howevcr, the Contractor
may enconnter unanticipated culcural or archeotogical deposits during construction.
If arch�ological sites or historic suucmres are discovered afrer construction operations
are begun, the Cantractor shall immediacely cease operations in that particular area and
nocify the 4wner, che TWDB, and the Texas Historical Commission, (512-463-b09�.
The Contnctor shall take reasonable steps to procect and preserva thr discoveries until
chey havc been inspected by the Owner's representative and the TWDB. The Owner
will promQdy coordinate wich the Texas Historical Commission and any other
appropriate agencies to obtain any necessary approvals or permic� to �nable the work to
concinue. The Contractor shalI not resume work in the area of the discovery until
authorizcd to do so by the Owner.
ENDANGERED SPECIES.
No activiry is auchorizcd that is likely to jeapardize the continucd existence of a
threatened or endangered species as listed oc proQosed for listing under the Federal
Endangered Species Act (ESA), andloc the Scate of Texas Parks and Wildlife Code on
Endangered Species, or to descroy or adversely modify che habicat of such speci�s.
If a chre�cened or �ndangercd species is encountered during conscruction, che Concractor
shall immediateiy ce�se wock in che area of che eacouncer and nocify che Owner, who
will immediaceiy implemeac accions in accocdance wich che ESA and applicable Scace
scacuces. These actions shall include �eportin� the encauncer:�co the TWDB, che U. S.
Fish and Wildlife Servi�e, and the Texas Parks and Wildlife�Department, abcaining any
necessary apQrovaIs or permics to enable the work to continue, or implemenc ocher
mici?ztive accions. The Concraccoc shall noc resume construction in the are� of che
encouncer uncil auchocized co do sa by che Owner.
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L�ws TO BE OBSERvED.
� In che eYecucion of the Coacract, the Concractar must comp{y with aIl appiicabte Local,
S�ace znd Federal laws, including buc noc limiced to taws concerned wich labor� safety,
j"j minimum wages, and the environment. ?hc Convactor sh�ll make himself familiar
l,.� wich and ac all times shall observe and comply wich all Federal, State, and Local laws,
ordinauces and regulations which in any manner affect che conduct of che work, and
Qshall indemnify and save harmiess the Owner, the TWDB, and their representatives
against any ciaim arising from violacion of any such law, ordinance or reguIation by
himself or by his subcontractor or his employees.
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aMaterials utilized in the project shall be free of any hazardous materials, except as may
be specifically providcd for ia the specifications. _
aIf the Contractor encounten existing material on sites owned or controIled by t�e
Ownez or in mattrial sourcrs thac are suspected by visual observatioa or smelI co
canrain hazardous materials, the Contractor shall immediateiy nodfy the Engincer and
� t6e Own�r. The Owner wiIl be respoasible for the testinQ for and r�moval or
� dispasirion of hazardous materials on sices owned or concrolIed by th� Owner. Th�
D �wner may suspend the work. wholly or in part during the testiag, removal or
disposition of hazardous materials on sites owned or coacrolled by the Owaer.
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EQUAL EMPLOYMENT OPPORTUNITY.
During che performanee of this contract, che Coneractor a�rees as follows:
(1) The Contractoc will not discriminate against any cmploycc or agplicant for
empioyment because of race, eolor. reIigion, sex� age. handicap, vr aational origin.
The Conttactor wi1,I cake affrniarive action to ensure that applicants are cmpioy+r,�,
and that employecs are treatcd during empIoyment without regard to their race,
color, religion, se� age, handicap, or nadonal origin. Such action shall ir�ciude,
but not be Iimited to the following: EmpIoynxnt, apgrading, dcmotion, or
transfer; recruitment or rccruitment advertising; layoff or ternzination; ratcs of pay
or other forn�s of compcnsation; and selcction for trainin�. including
,_ apprendceship. The Contractor agrees to post in conspicuous places, ava�able to
cmpIoyecs and applicants for employmcnt, naticcs to ix providcd setting forth the
provisions of chis nondiscriminadon clausa
{2) The Contractor wilt, in att solicitatians or adveniserixnu for empIoyces pla,ecd by
or an behalf of the Contractor, state that all quaIified appIicants w�l rxeive
considerations for employment without regard to race, color� rcIigion, sax, age,
handicap, or national origin
(3) The Convactor w�l send to cach tabor uniort or representative of workers with
which he has a collective bargaining a;reement or other contract or understanding.
a notice to be provided advising the sa�id labor unian or workers' representativ�s of
the Contractor's comrrritments under this section, and shall post copies of the
nodcc in conspicuous places ava�able ta emgloyees and appIicanu for
cmptoymcnt
a(4) The Con�actor will compIy with aII provisions of Exccutive Order 1 I246 of
Septem6er 24, 1965, the Age Discrimination in Employment Act of 1967,29
� U.S.C.A. 6Z1 (1985), Execucive Order 12250 of November 2, 1980, the
Rehabilitation Act of 1973, 29 U.S.C.A. 70I et scq. (1985), and of the ruIes,
reguIations, and reIevant orders of tE�e Sccretary of Labor.
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(S)
The Contractor will furnish all information and reports required by Execvcive
Order 11?46 of Septembcr 24, 1965, and by ruJes, rcguIations, and orders of the
Sccrctary of Labor, or pursvant th�rcto, and'will permit acccss to his books,
records, znd accounts by the administering agency and the Secretary of Labar far
purposes of invesci;�tion to ascertain compliance wich such ruies, re�uiacioas, and
orders.
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(6) In the event of the Contractor's noncomQ(iance wich che nondiscrimination elauses
of chis concract oc wich any of che said rutes, reguIacions, or arders, this contract
may be canceled, terminatuf, or suspended in wholc or in part and the Contractor
may be declared ineligibIc for furthcr Government eQnrsacts or fcderaIly assistu3
construction contracts in accordance wich procedures authorized in Executive
Ordcr 1 I246 of Scpccmber 24, I965, and such ochcr sanctions may bc impvsed
and remedies invoked as provided in Executive Order I 124b oF September 24.
1965, or by rulc, rcgulation, or ordcr of chc Sccrctary of Labor, or as othcrwise
providcd by law.
(7) The Contractor will includc che portion of thc sentcnce uTunediatcly precading
paragraph I. and the provisions of paragraphs l. through 7. in cvery subconu�ct
or purchase order unless cxcmptcd by rulcs, regulations, or orders of che Saczetary
of Labor issued pursuant to section 204 of Executive Order 1124b of Septembet
24, 1965� so that such provisions wiIl be binding upon cach subcontractor or
vcndor. The Contractor will take such action with respect to any subcontract ar
purchase order as the administering agency may dircct as a means of enforcing
such provisioris, incIuding sanctions for noncomptiancc: PROVIAED,
HOWEVER, That in the event a Contractor becomes involved in, or is threaiened
with, iitigation with a subcontractor or vendor as a result of such dircctian by tbe
adnvnistcring agency the Contractor may requcst the Unitcd Scates to cnter into
such liagadon to prote�t the interest of the Unitr.d States.
($) 'T'iie Cantractor will compIy with Executive Order I 1246 based on iu
implementation of the Equal Opportuniry CIause, specific atfirmacive acrion
obligations requircd by the Standard Federal Equal Employment Opportunity
Construction Contraci Specifications, as sct forth in 4I CFR Fart 60-4 and its
efforts to n�eet the goals established far the geograpEucal arca where the Contract
is to be perfornxd. The hours of minority and female employrnent and traa�ning
mnst be substantially uniform dvoughout che length of the Concract, and in each
trade, and the Contractor shall maicc a good fa.ith e�'ort co cmpioy minorities and
women evenly on cach of its proje�ts. The transfcr of minority or female
employees or vain�es from Coneractor to Concractor or from project to pr.oject far
the sole puspose of inecting the Contractor's goals shall be a violation of the
Contract, the Execuuve Order, and che regulacions in 41 CFR Part 60-4. The
goaLs are expressed as percentages of che �tocal hours of employment and vaining
of minocity and femafe utilizacion the Contraceor should reasonabiy be abl� to
achieve in cach construction trade in which it h�s tmp[oyces in che covered area.
Goals'are published periodically in the Fec�eral Re4ieter in nocice form, and such
notiees may bc obtained Erom any oEfice of federal c�ntract compiiances programs
office or f�am federal procuremenc contracein; officers (S 12}
� 229-5835. The Contractor is expected to m:�:c substantiaUy uniform pror,ress
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toward its �oa� i� each craft durirrg the period specified.
Wi�eneva tl�e Coaaactor, or any subcanaactor at any tier, subcoatracrs a poruon
of the work iavolving any constructioa �de, it shaD ghysically include i� each
subconvact in excess of SI0,000 the provisions ci�•these spccifications and the
nocice which contains the applicabie gaals set for minority and f�en�aIe gazticipadon
and whieh is ut fortii in the solicitations from which this contract resulted.
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SITE CE�tTIFICATE
This is ca cectify thac the
(Le�aI Name of Applicant, i.t., Ciry, District, etc.)
L0�101
t'.�0'J!>> J
has now acquired, taken bona fide opcions on, or initiaced formal condtmnacion proceedings
jj against aIl property (sites, easemencs, righcs-of-way, o� spccific use permits) necessary for
IJ consuuction, operation and mainteAance of wastewacer facilities
descn�ed as
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t?�� Coaaa« No. ua nesaiQooe)
ia accordaace with plaas �nd specifications approved by the Texas �?Vater Developmeat Board.
Any dceds or documents rcquired to be rccarded to pmtect the title(s) held by
(Le�s! Natde at Apptia�t}
iiave been recorded or filtd for record wh�rever necessary.
In the eveac of conflicts with cxisting underground ucilides or presezve unknowa cultivai or
histaric resources, the
(T'l3nfE Of ApQ1iC1Dt� �
has thc ri�hht of eminent domaia and will take coademaation action, if necessary. to acq�sire any
sites, e�asements or rights-of-way wiuch may be requircd ta change the tocation of any af the
faciIides descn'bed above; aad upon acquisirioa of the rights-af-way and rezording of
documents, will submit another site certificate to that effect.
EXECUTED this day af . I9�
csifmn,re)
Ritle)
N01'E: This cert�cate MUST BE EXECUTED BY AN ATTORNEY OR AN
ABSTRACTOR�qnalified to evaluate the Appiicaat's interest in the site and
make sucb a determination.
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� I- The Contractor shatl com Iete the two attached Texas Water
P
Developsnent Board forms at time of contract executioa.
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2- The Contractor shall submit along with the by-monthly payroll
� certification the attached form SRF-?4, Certification By Contractor for
� Labor Standard eompliance
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CONTRACTOR'S AC'Y' OF ASS�fRANCE �
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sTATE oF rEx�►s
COUNTY OF ��i�(�t�-�-
BEFORE ME �G�t¢.S C.• C'�r, a Nocary Pubtic duly commissioned and quaiified
�' and far the Caunry of �G1, l�`�►�- in the State of Texas came and appcaced
4,� ���('�.,��, as representai by (��.�`� i�ll lSa�'1 , the
corporation's ���P�� I�,R (l � . who declares helshe is authorized to
r�preunt � Q,% ��P t� v� C Q����'�- • pursuaat to provisions of a resatution
adopted by said corporadoa on the �� day of Q3 ('QYl1 �. I9 �9
(a duly certified copy of such resoludoa is attached to and is hereby mad� a part of this
documenc).
��Q,t�"a- �'i�,kSl7�'1 , as the representative af 1,�� c�P, i1��� f'�1�' ,
dcclares that �.Q� �P.S'l�(' QS��YIC• assures the Texas Water Development
�.r�i-�o►M Se..v.Q.ct. ma;+n Ila3
Board that it will coastruct ��ib ����� . project at �`i�• Ll7Di`�'I1 . Texas,
in accordance wich sound wnstruction practice, all laws of the State of Texas, and the rules
of th� T�zas water Development Board.
GiVEN UNDER MY HAND and seaI of office this
199q A.D.
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My Commission expires Y-�-U(Z� 1 ZtSbZ-
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\�PY P(/ JAMES �. 80�1EN �
� i�P B�� NOTARY PUi3LIC �
� N�.�t �x�.x� ar m� �3
q>fio����' N'a!1 C��trn15510o f:xaiTG3 04-Oy�-20�
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CQNTRACTOit'S ACT QF ASSURANCE RESOLUTI4N
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I hereby certify that it was RFSOLVED by a quvrum of the directors of the
1C.�h� �.�� �, ��s .
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meeting oa che day of ��� �, 19�, tha�t �� �P `.� t'�-(. l jSe7h .
be, amd hereby is. authoriud to act on behalf of ��.� �1� �-S ,
. sune O( . . y . ,� , C. ,.
as iu representativ�, in ail busiaess uansactions coaducted in the State of Texas, and;
Tit�z aII above resotntioa was unanimously rarificd by the Boazd of D'ucctors at said
m�rting aad that the resotudon has not beea rescinded or azaended and is now in full fvrces
and effect; aad;
Ia a�theatication of the adoption of this resolutioa, I subscn'be my name and
�-
affix che seal of the corporauon this� ( s� day of �`�`(1 �(�, I 99 !.
.�Q /,�L
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_ Secretary
A`��1111d�Hnfi!!1/ryl/I//�. "�.�
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pr.��
� Cectific�tion by Contractor
of �
� Labor Standards CompIiance
� In accordance witii Tide 29, Snbtide A, Part 5� Section 5.5(A)(1), tach montitIy engineering estimate
mecst be accompuued by che fo1lvwing certificate executed by each prime contracsor emgiayiag
amecharucs and Iaborers u the work site in whicfi the fedaal governmeat is to pucicipate:
aDate
Estimate Number. fvr period to
I� ..
Name vf Pmjezt Location
� Contract Numbes Datc Contract Awarded
� State Revolving Fund Lean I�Icuaber
i hereby cestify that aIl af the contract requiremrnts as sgec,ified under she Iabor standards bave been �
� � �� � � com lied with b : . �
P Y .
� as priacipal contractor and by cach subcontractor
(At,o,e of Conr.e+w> .
eniploying mechanics ot Iaborexs at tlie site of thc work, or thez�e is a su6staatial dispute with respcct to
0 the requir+ed provisions.
aN�une of Contractor/Subcoruractor �
Signattue and Tidc �
a
rta�rs:
O1. This certification may be piaced on ti�e esrimace or va a scparace shecc actached to the
cstimate.
� 2. The Texzs Water DeveIopmcnt Board shsll, prior to aQproving a voacher, s�tisfy itseif thzt
copies of these cercificates ue on f�le wich the owner.
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City of �ort Worth, T��as �
A c�r A�1d �� auncl� ammun�cat�an
�� � � �
DATE REFERENCE NUMBER LOG NAME PAGE
' 12��99 **C-17767 30DON 1 of 2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO KEBO SERVICES,
INC. FOR SANITARY SEWER MAIN 163 REHABILITATION
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the City Manager to transfer $450,201.75 from th� 'Water & Sewer Operating Fund to the ',
Sewer Capital Projects Fund; and , '
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the �
Sewer Capital Projects Fund in the amount of $450,201.75 from available funds; and
3. Authorize the City Manager to execute a contract with Kebo Services, Inc. in the amount of
$401,701.75 for Sanitary Sewer Main 163 Rehabilitation.
DISCUSSION:
On January 13, 1998 (M&C C-16534), 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 sanitary sewer Main 390 drainage area.
The project consists primarily of the replacement of the following sewer main which was identified as
being in need of replacement by RJN Group, Inc. �
Main 163 Beginning from the Donnelly Avenue/Bourine Street intersection, northerly 150 feet, then
westerly 550 feet in the alley located between Curzon Averiue and Donnelly Avenue to
. Faron Street, then northerly along Faron Street to the Faron Street/Lovell Avenue
intersection, then westerly along Lovell Avenue to the Horne Street/Lovell Avenue
, intersection, then northerly 150 feet along Horne Street.
The proposed improvements consist primarily of the replacement of 2,200 linear feet of 8-inch sewer
pipe. The project is located in COUNCIL DISTRICT 7, Mapsco 74M and 75J.
The project was advertised for bid September 2 and 9, 1999. On September 30, 1999, the following
bids were received: � � �
BIDDER �. � AMOUNT
Kebo Services,.lnc. � ; � , � ' $401.701.75
Conatser Construction,� Inc. � . 474,228.50
L•rong Construction and Engineering, Inc. 530,730.00
8&H Utilities, Inc. - 633,664.00
TIME OF COMPLETlON
90 Calendar Days
In addition to the contract cost, $28,500.00 is required for inspection and survey and $20,000.00 is
provided for project contingencies. .
City of Fort Worth; Texas
�►�A�c�r And Caunc�( � am�»un�cAt�an
C
DATE REFERENCE NUMBER LOG NAME • , PAGE
�N�99 **C-17767 I 30DON I 2 of 2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO KEBO SERVICES,
INC. FOR SANITARY SEWER MAIN 163 REHABILITATION
Kebo Services, Inc. is in compliance with the City's M/WBE Ordinance by committing to 15% M/WBE
participation. The City's goal on this project is 15%.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval of the above recommendations, funds will be
available in the current capital budget, �as appropriated, of the Sewer Capital Projects Fund.
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Submltted for City Manager's � FUND
O�ce by: � (to)
� • 1 &2) PS58
Mike Groomer 6140 I 2) PS58
Originating Department Head: 2) PS58
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A. Douglas Rademaker 6157 �(from)
3) PS58
Additional Information Contact: 1) PE45
. �
A. Douglas Rademaker 6157 �
� ACCOUNT
CENTER � AMOUNT
472045 070580174900
541200 070580174900
531350 030580174900
541200 070580174900
538070 0709020
CITY SECRETARY
$450,201.75 APPROVED
$421,701.75 ("�'Y ('\oUl•V��i,�
$ 28,500.00 v
D �C 7 iss�
$401,701.75 � (�,� }'�
$450,201.75 I"`"""' "" Q""'`�
Ciiy Secrewy ot tYw
ity of Fart �i/ort2�.l�ox�
Nda,pted Or�inanc� No. ��f� c
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