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CITY SECRETARY
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PERFORMANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
I�NOW ALL MEN BY THESE PRESENTS: That we (1) JACKSON CONSTRUCTION, INC. a(2)
CORPORATION of TEXAS, hereinafter call Principal, and (3) *** . a
corporation organized and existing under the laws of the State and fully authorized to �ansact 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:
ONE HU1�7DRED ONE THOUSAND ELEVEN AND 20/100 ................................................................
(5101,011.20) 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 Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the �_o� ��� copy of which is hereto attached and
made a part hereof, for the construction of:
1�IAINS 183 AND 333 DRAINAGE AREA SANITA.RY SEWER SYSTEM REHABILITATION AND
IMPROVEI�NTS (GROUP 6, CONTRACT 3), PART 4
desi�nated as Project No. (s) PS46-07046041240, 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".
NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with
the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which
may be granted by the Owner, with or without 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
�vhich it may suffer by reason of failure to do so, and shall reunburse and repay the Owner all outlay and expense
�vhich the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in
full force and effect.
***Zndependence Casualty and Surety Company
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PROVIDED FURTHER, that if any legal acrion 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, alterarion or addirion to the terms of the contract or to the work to be performed
thereunder or the specificarions 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 WIT�IESS V�iEREOF, this instrument is executed in 10 counterparts each one of which shall be
deemed an original, this the of
ATTEST: JAN 0 4 Z000 �
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Ynnci cre ry
(SEAL)
r ( �� 1 �S�1�f14'-1
Witness a to Principal
511 Sun Val�ey Dr., Fort Worth` TX
Address 7 6119
C\! > a ' ``.�-'�
� (Surety) Secretary
(SEAL)
(1)
�2)
(3)
(4)
(5)
�����
Witness as to Surety
202 E. Border, Arlington, TX 76010
JACKSON CONSTRUCTION. INC.
CIPAL (4 -
BY
Title: ` .��"
5112 SUN VALLEY DRIVE
FORT �VORTH. TX 76119
P.O. Box 429, Arlington, TX 76004-0429
(Address)
Independence Casualty and Su ty Company
Surety
BY: i���
�Attorney-in-fac�
Jack M. Crowley, Attorney—in—Fact
(Address)
NOTE: Date of Bond must not be
prior to date of Contract
(Address)
F2
Correct Name of Contractor
A Corporarion, a Par�ership 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 Attomey
shall be attached to Bond by
Attomey-in-Fact..
[ndependencE Casualty and Sur�ty Company
ttOME OFFlCE SAN DIEGO, CAUFORNIA
POWER OF ATTORNEY
KNpW ALL MEN 8Y THESE PRFS�NTS: That INDEPENDENCE CASUALIY AND SURETY COMPANY, a Texas Carporation, does hereby appoint
JAC}C M. CROWLEY
�s true and izwfut Attomey(s}in-�ad, with futi power and authacity, to execute, on behalf of the Company, fidelity and surety bonds, undertakings, and
other cacmrads ot suretyship of a simitar naturo.
This pewer of Atiocney Is grartted and is signed and seakd by facsimile under the authority of the fotlowing Resolution adopted by the Board af Di�ors
oe ti�e 22nd day of November, 1994, which said Resalution has not been amended or rescinded and of whicti the faltowing is a trve copy:
�'R�SOLVED, that the Cha'uman ot the 8oacd, the Presiden� an Ezccutive Vca President or a Senior Vcs President oi the Company, and each cf
them. is hereby authorized to e�cecute Powers of Attomey qualifying the attomey named in the given Power of AGomey to execute on hehatf of the
Compatry. t�deLty and sutety bonds, undertakings, or ather contrads of suretyship of a simitar nature: and to attach thereto the seal of the Company;
provided however. that the absenca of the seal shait not afiect the valid'ity of the inshvmenL -
Pt1RTHER RE30LVED, that the signatures of suc.h officers and the seal of the Company, and the signatures ot any witnesses, the signatures and
stal of any notary, and the signatures of am/ afficecs certifying the validity of the Power of Attomey, may be affixed by facsimile '
lN WITNESS WHEREOF, INDEPENOENCE CASUALTY AND SURE7Y COMPANY has caused these presents to be signed by iis duly authorized
officers this t5th day of tJovember 1996 .
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COUNTY OF SAN DlEGO
SS.
Joh L Hannum, Ex�cutive vice President
On November 15th,1996 beforo me, personally appeared John L Hannum, Execative Vice President of INDEPENOENCE CASUALTY
AND SUREiY COMPANY, personally known to me to be the individual and afficer who executed the within instrument� and ac3cnowledged to me that
he exeeuted the same in his offidal capacity and that by his signature an the instrument, the cocporation, on behalf of which he aded, executed the
instrvment
WITNESS my hand and official seal.
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CERTiFiCATE:
M1ARI.AYNA JL BOiS �
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NOTARY P:,�:1�GC�! KL��l� ST�
sAri ccEco c::=.:r,rt �
My� Commissi�n �z:.::as �
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� 1 iVotary Public 'r
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l, E. Hamed Davis, Vicn President of INOEPENOENCE CASUAI.TY AND SURETY COMPANY, do hereby certify that the original POWER OF
ATTOFtNEY. ot which the foregoing is a Uve ppy, is stitl in futl focce and effed, and that this certificate may be signed by facsimile under the aufhartty
oi the abave quoted rcsolution.
IN WTrNESS WHEREoF, l have subscnbed my name as Yce President, on this day of
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ICS 37
INDEPENDENCE CASUALTY AND SURETY COMPANY
INDEPENDENC� CASUAL7Y ANO SURETY COMPANY
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� E Hamed Davis, Vice President
19
PAYMENT BOND
THE STATE OF TEXAS �
COUN1'Y OF TARRANT �
I:NOW ALL MEN BY THESE PRESENTS: That we (1) JACKSON CONSTRUCTION, INC. a(2)
Coraoration of Texas, hereinafter call Pri.ncipal, and (3) "*� , a 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 existi.n�
under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who
may fumish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal
sum of :
ONE HUNDRED ONE THOUSAND ELEVEN AND 20/100 ................................................................
(�101,011.201 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, adnunistrators
and successors, jointly and severally, firmly to these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the day of A.D. , 1999, a copy of which is
hereto attached and made a part thereof, for the construction of:: JAN 0 4 2000
MAINS 183 AND 333 DRAINAGE AREA SANITARI' SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 31. PART 4
Project No. (s) PS46-07046041240 a copy of which is hereto attached, referred to and made a part hereof
as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred
to as the "work". '
NOW �'FHEREFORE, 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.
***Independence Casualty and Surety Company
F10
THE BOND IS MADE AND ENTERED into solely for the protecrion of all claimants supplying labor and
material in the prosecurion of the work provided for in said Contract, as claimants are defined in said Article 5160,
and all such claimants shall have a d'uect right of action under the bond as provided in Article 5160 of the Revised
Civil Statutes.
PROVIDED FURTHER, that if any legal acrion 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, alterarion 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 obligarion 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 specificarions.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim may be unsatisfied. �
IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be
deemed an original, this the day of A.D., 1999.
JAN 0 4 Z000
ATTEST: D
, �-r-~`i i%� ' 11Dd'�-
JACKSO CONSTRUCTION, INC.
P�IPAL )
BY• � '#—
Title: ��{�j�,Ul,t,
(Principal) Secretary
" Witness as to Principal
5112 Sun Valley Dr., Fort Worth, TX
Address `
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5112 SUN VALLEY DRIVE
FORT WORTH, TX 76119 (SEAL)
(Address)
Indepen ce Casualty and Su Company
Sure
BY: .
Jack M. aaley (A�rn y-in-fact) (5) / �
P. . Box 429, Arlin�ton, TX 76004-0429
(Address)
(Surety) Secretary
(SEAL)
(1)
�2)
(Address) �
NOT'E: Date of Bond must not be prior to date
of contract
(3)
(4}
(5)
Witness as to Surety
202 E. Border, Arlington, TX 76010
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�ue copy of Power of Attomey
shall be attached to Bond by
Attomey-in-Fact..
(Address)
Independenca Casualty and Sur�ty Campany
HOME OFFICE: SAN DlEGO, CAUFORNIA
POWER OF ATTORNEY
tWpW Al.E_ MEN 8Y TtiESE PRESEIVTS: That INDEPENDENC� CASUALTY AND SURETY COMPANY, a Texas Corporatian. does hereby appoin�
JAC}C M. CROWLEY
3s true and iawful Atiomey(s}in-Fa�, with full power and aathority, to exea�te, on hehalf of the Company, fideliiy and surety bcnds, undertakings, and
other cor�cts ot suretyship of a similar nature.
This power otAtiamey is grartted and is signed and seakd hy facsimib under the autharity of the following Resolution adopted by the Board of DireCors
on the 22nd day oi iVovember, 1994, which said Resalution has not been amended or rescinded and of which the fallowing is a true copy.
'RESOIVED, that the Chairman of the Seard, the Pcesiden� an Executive Vca Presideat or a Senior vce President oi the Cempany, and each of
therrt, is hereby authocized to execute Powers of Attomey qualifying the attomey named in the given Power of Attomey to execvte on behatf of the
Cocnpatry, fideGtyr arid suroty bonds, undertakings, or other contrads of suretyship of a similar nature; and to attach tl�ereto the seal of the Company;
provided however. that the abaance oi the seal shall no! aiTed the validity of the instrument •
FURTHER RESOLVED, that the signatur�s of suci� ofixrs and the seal of the Campany, and the sig�atuces of any witnesses� the signatures and
seal of arry notary, and the signatums of any officers certHying the vatidity of the Power of Attomey, may be affixed by facsimile.'
!N WtTNESS WHEREOF, 1NDEPENDENC� CASUALIY AND SUREiY COMPANY has pused these presents to be signed by its duly authorized
officers this 15th day of November 1996 .
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STATE OF CALIFORNIA
COUNT`! OF SAN DIEGO
SS.
Joh L Hannum, Ex�cutive Vica President
On November 15th,1996 beforo me, personalty appeared John L Hannum, Executive Vice President of INDEPENDENCE CASUAITY
ANO SURETY COMPAN`f, personally known to me to be the individual and officer who executed the within insVument� and aUcr�owiedged to me that
he executed the same in his officia{ capadty and that by his signature an the instrument. the corpocation, on behalf oi which he aded, executed the
instrument
WiTNESS my hand and official seai.
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CERT7FtCATE �
[VIARLRYNA J�� BOiS �
COM�t. =10Tr9vS c�
NOTARY FE.=u'GCli ��=`1'A N
sArl G:�G�, C:::::,T'( c7
My� Commissi�n ��...^::as �
NOV�16cR i9,1� �
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Hatary Public V
l, E Flamed Davis, Vca President of iNDEPENDENCE CASUALTY AND SURETY COMPANY, do hereby certify that the original AOWEft OF
ATiORNEY, oi which the foregoing is a Uue capy, is stiU in tull force and effect, and that this certficate may be signed by tacsimiie under the authority
of the above quoted resalution.
IN Wi'TNESS WHEREOF,1 have subscnbed my name as vice President, on this day of
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ICS 37
INDEPEiVDENCE CASUALTY AND SUREr`( COMPANY
INOEPEtJDENC� CASUALTY AND SURETY COMPANY
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E. Hamed Davis, vice Presidznt
19
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT �
KNOW ALL MEN BY THESE PRESENTS: That (1) JACKSON CONSTRUCTION, INC as Principal,
acting herein by and through (2) Larry H. Jackson its duly authorized Presidenr and
(3) *** a corporation organized under the laws of the State of TEXAS, as
surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal
Coiporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County,
Texas the sum of
ONE HUNDRED Oi�1E THOUSAND ELEVEN AND 20/100 ................................................................
(�lO1.U11.20) 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 Con�actor and surety do hereby bind themselves, their heirs, executors,
administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however; that,
WHEREAS, the Principal has entered into a certain contract with the City of Fort W� O 4 t�OO
performance of the following described public work and the construcrion of the following described' public
improvements: '
MAINS 183 AND 333 DRAINAGE AREA SAI�iITARY SE�VER SYSTEM REI�ABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 3), PART 4
of same bein; referred to herein and in said con�act as the Work and being designated as project PS46-
07046041240and said contract, including all of the specifications, condirions and written instruments referred to
therein as contract documents being hereby incorporated herein by reference for aIl purposes and made a part
hereof, the same as if set out verbatim herein; and ,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that
it will remain in good repair and condition for and during the period One (11 Year after the date of the final
acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of
One (11 Year; and,
WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time
within said period, if in the opinion of the Director of the Water Deparhnent of the City of Fort Worth, it be
necessary; and,
� WHEREAS, said Contractor binds itself, upon receivin� notice of the need therefor to repair or reconstruct
said work as herein provided.
***Independence Casualty and Surety Company
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
reconstruct said work in accordance with alI the tem�s 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 obligaiion shall be continuing one and successive recoveries may be had hereon for successive
breaches unril 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,
deemed an original, dated
�0 4
ATTEST:
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/ (P ' cipal) Secretary
(Seal)
PRINCIPAL (4)
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Witne s as to Principal
,5112 Sun Valley Dr., Fort Worth, TX
(Address) 7 6119 �
A ST:
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(Surety) Secretary
(SEAL)
this instnunent is executed in 10 counterparts, each one of which shall be
2000
C�� ,
Wimess as to Surety
Z02 E. Bordez, Arlineton. TX 7h�1�
JACKSON CONSTRUCTION, INC.
BY• G=��
Title: /1 Q Ja,� L� .Q ��
5112 SUN VALLEY DRIVE
FORT tiVORTH, TX 76119
(Address)
Independ�qce Casualt d ty Company
Su .��
BY:
(Attomey-in-fact)�S�Jack M. Crowley
P. . Box 429, Arlington, TX 76004-0429
(Address)
NOTE: Date of Bond must not be prior to
date of Contract
(i) Conect Name of Contractor
(2) A Corporarion, a partriership or an
Tndividual, as case may be
(3) Coirect name of Surety
(4) If Contractor is Partnership all
Partners should execute Bond
(5) A�ue copy of Power of Attomey
shall be attached to Bond by
Attorney-in-Fact.
F6
�ndependencE Casuafty and Sur�ty Company
HOME OFFlC�: SAN DtEGO, CAUFORNIA
POWER OF ATTORNEY
KNOW AL.L MEN BY THESE FRESENTS: That tNDEPENDENCE CASUALTY AND SiJREfY COMPAAlY, a Texas Ccrporadon. daes hereby appcint
JACK M. CROWLE`f
�s tnse aru! lawtul Atiomey(s}in-�a�, with fuli power and autharity, to execute, on behalf of the Company, fidel'�ty and surery bonds, undertafcings, and
other conu�cLs oi suretyship oi a similar natura.
This Power of Attomny Js grattted and is signed and seakd by facsimib under the authority of the following Resolution adoptad by the 8oacd of Oiredors
on tt►e 22nd day of November,1994, which said Resotution has not been amended or resanded and ofwhich the fatlowing is a trva copy:
'RESO[.�/ED, that the Chaicman of the Board, the Prcsident, an Executive Vca President or a Senior Vice President oi the Company, and each of
thern, is her�eby authocized to execute Powers of Attomey qualifying the attomey named in the gnren Rower of Atiomey to execute on 6ehatf of the
Comparry� lfdaGty and sutaty bonda, underfakings, or oiher contrads ot suretyship of a similat nature; and to atfach thereto the sea! of the Company;
provided however. tttat the absance ai the seal shall not aRect the valid'rty of the instrument •
FURTNER RESOLVED, that tha signatures ot suct� oiticers and the sea! of !!�e Company, and the signatures of any wiineases, the signatures and
sea! of acry notary, and the signaturos of any afficers ceRitying the validity ot the Power of Attomey, may be affixed by facsimile.'
IH WITNESS WHEREQF, INDEPENDEAlCE CASUALTY AND SURETY C�MPANY has qused these presenls !o be signed by its duly authorized
officers this 15th day of November 1996 .
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STA7'E OF CAUFORNlA
SS.
COUNTY OF SAN DIEGO
INDEPENDENCE CASt1ALTY AND SURErY COMPANY
O� Nevem6er 15th,1996 before me, personally appearcd John L Hannum, Executive Vice president of INOEPENDENCE CASUALTY
AtVD 3LIREFY COMPANY, pecsartally knavm to me to bc the individuat and office� who execuled the withio insirumen� and acicnowtedged to me that
he executed the same in his official capaaty and that by his signature on the instrument, the corporatian, on behalf of whicti he aded, exeasted the
insirument
WiTNESS my hand and official seal.
� ' iV�9LAYNA JL 80iS � �
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�'� " a NOT�iY PE:°aGC�'�• =`1'A t�n I�-��� ���--�r�
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V �" My� Commi;s'�n ��..,^::ss � o�ry public
CERTIFICATE: � NOV�16�A 19.1°r3 � �
t. E, Hamed Oavis, Vica President of INQEPENOENCE CASUAL7Y AND SUR�TY COMPANY, do hereby certify that the arigina! POWER OF
ATI'ORNEY, of which the foregoing is a tnse cnpy, is sti►! in fuli forx and effed, and that this certficate may be signed by facsimle under the autharity
of the above qucttd resolution.
IN WiTNESS WHEREOF,1 have subscnbed my name as Vice President, on this day oi
G�J�Y ~y��G
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(NDEPENDEtVCE CASUALTY AIYO SURE7Y COMFtWY
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E. Hamed Davis, vca President
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City of FoYt Worth, Texas
A or - A11d a�11c11 C,a1�1t�1t�1111cAt'1o11
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DATE REFERENCE NUMBER LOG NAME PAGE
1/4/00 . **C-17808 I 30TXU I 2 of 2
SUBJECT AWARD OF CONTRACT TO JACKSON CONSTRUCTION, INC. FOR MAINS 183 AND
' 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
. IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 4
In addition to the contract cost, $7,OOQ.00 is required for inspection and survey and $6,OOQ.00 is
provided for project contingencies. - i
Jackson Construction, lnc. is in compliance with the City's M/WBE Ordinance by committing to 8%
M/WBE participation and documenting good faith effort. Jackson Construction, Inc. identified several
subcontracting and supplier opportunities, however, the M/WBE's contacted in the identified areas did
not respond and/or did not submit the lowest bids. The City's goal on this project is 17%.
FISCAL INFORMATION/CERTIFICATION:
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The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Co�nmercial Paper-Sewer Fund.
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Submitted far City Manager's
Office by:
Mike Groomer
Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
A. Douglas Rademaker
� FUND � ACCOUNT ,
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6140 � I
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6157 � (from) ; �
I PS46 � 541200
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6157 �
CENTER � AMOUNT
070460410240
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$101,011.20 {
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CITY SECRETARY
A�'PROVED
Ci�Y COUN�lL
,I�►� 4 2000
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Citq SecYatmrp 4Y�►�
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City of Fot�t Worth, Texas
�iI�A��'1i� .Apd.:..C,aunc�i(-�- (`„an�t�nun�cA�ian .
DATE ' REFERENCE NUMBER LOG NAME ' ' PAGE - ..
1/4/00 **C_� 7gpg I . 30TXU I 1 of 2:
�uB��cT �AWARD OF CONTRACT TO JACKSON CONSTRUCTION, INC. FOR MAINS 183 AND
._ . 333 DRAlNAGE_ . AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 3} PART 4 , . �
RECOMMENDATION: � � .. . . - _
It is recommended� that the City Council authorize the City Manager to execute a contract with Jackson
..Construction, Inc. in th� amount of $101,011.20 for Mains 183 and 333 Drainage Area Sanitary Sewer�
.System Rehabilitation and Improvements (Group 6, Contract 3)�Part 4. .._ � ..
DlSCUSSION: � . .- � � . . � � �. "`'` �2
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On January 26, '1999 (M&C C-17230), the City Council authorized the City Manager to execute an,_;.
engineering agreement with Teague Nall and Perkins, Inc. to prepare plans,and specifications�for the`�
reduction of inflow/infiltration in Main 183 and 333 drainage areas. � . :''j
The project is part of the City's Integrated Wet Weather Wastewater Management� Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system. �
The project is located within TXU's Electric Handley power plant and is generally bound on the north by
Rosedale Street, on the south by Lake Arlington, on the east by Arkansas Lane, and on the west by
East Loop 820. The proposed improvements consist of the replacement of approximately 1,600 linear_ ,
feet of primarily 8-inch diameter sewer pipe. � ` � !
The project is located in COUNCIL DISTRICT 5, Mapsco 79R and 80N.
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The project was advertised for bid on September 16 and 23, 1999. On October 14, 1999, the foilowing
bids were received:
BIDDER
AMOUNT
- TIME OF COMPLETION
Jackson Construction, fnc.
Cleburne Utifity Construction, Company
Conatser Construction, Inc.
William ;1. Schultz, Inc. d/b/a �
� Circle "C" Consfruction, Company
J&R Fish Construction, Company
Long Construction & Engineering, Inc.
Southern Paradise Construction, Inc.
Hall-Albert Construction, Inc. .
Kebo Services, Inc. r.
Gra-Tex Utilities, Inc. . �
Stocker Enterprises, Inc. .
Burleson, Utilities, Inc. .
$101.011.20
137,377.50
140,983.00
143,590.00
149,507.OQ
148, 794.45
169, 659.40
175,565.00
9 79,871.00
192,246.75
207,598.00
262,316.9 0
80 Calendar Days
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SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
MAIN 183 AND 333 DRAINAGE AREA
SANITARY SEWER SYSTEM IlVIPROVEMENTS
(GROUP 6, CONTRACT 3}
� PART 4
LH-8260
D.O.E. PROJ. NO. 2796
SEWER PROJ. NO. PS46-070460410240
CITY OF FORT WORTH, TEXAS
� 1999
KENNETH BARR BOB TERRELL
MAYOR CITY MANAGER
LEE C. BRADLEY, JR., P.E.
DIRECTOR, WATER DEPARTMENT
� HUGO A. MALANGA, P.E.
DIRECTOR, TRANSPORTATION & PUBLIC WORKS DEPT.
A. DOUGLAS RADEMAKER, P.E.
DIRECTOR, DEPARTMENT OF ENGINEERING
PREPARED BY
TEAGUE NALL AND PERKINS, INC.
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TABLE OF CONTENTS
PART A Notice to Bidders
Comprehensive Notice to Bidders
Special Instructions to Bidders
PART B Proposal
� Minority and Women Business Enterprise Specifications
• Proposal
• City Approved Products
PART C General Conditions
PART Cl Supplementary Conditions
PART D Special Conditions
PART DA Additional Special Conditions
Deta.ils
PART E Specifications
PART F Certifica.te of Insurance
Contractor Compliance with Worker's Compensation Law
Bonds
• Performance Bond
• Payment Bond
� Maintenance Bond
PART G Contract
APPENDIX A
SRF Requirements
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a NOTICE TO BIDDERS
COMPREHENSIVE NOTICE TO BIDDERS
� SPECIAL INSTRUCTIONS TD BIDDERS
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Notice to Bidders
Sealed Proposals for the following:
Main 183 and 333 �rainage Area
Sanitary Sewer System Improvements
(Group 6, Contract 3)
Part 4
D.O.E. No. 2796
285 L.F. 6" Sanitary Sewer Pipe by Open Cut
1249 L.F. 8" Sanitary Sewer Pipe by Open Cut
68 L.F. 8" Sanitary Sewer by Other Than Open Cut
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be receive� ---
at the Purchasing Off'ice until 1:30 P.M., Thursday, October 14, 1999, and then publicly
opened and read aloud at 2:00 P.M. in the Council Chambers. Plans for this project may be
obtained at the off'ice of the Depu�nent of Engineering, Municipal Off'ice Building, 1000
Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided
for a deposit of $35.00. A pre-bid conference will not be held.
� For additional information concerning this project, please contact Ty Hilton, P.E., at the
offices of Teague Nall and Perkins, Inc., 33b-5773 or John Boyer, Project Manager, at the
City of Fort Worth, 332-5474.
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Department of Engineering
A. Douglas Rademaker, Director
Advertising Dates:
September 16, 1999
Seotember 23 , 1999
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Comprehensive Notice to Bidders
Sealed Proposals for the following:
� Main 183 and 333 Drainage Area
Sanitary Sewer System Improvements
(Group 6, Contract 3)
a Part 4
D.O.E. No. 2796
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Addressed to Mr. Bob Teneil�, City Manager of the City of Fort Worth, Texas will be received
at the Purchasing Office until 1:30 P.M., Thursday, October 14. 1999, and then publicly
opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Documents for this
project ma.y be obtained at the office of the Department of Engineering, Municipal Office
Building, 1000 Throckmorton Street, Fort Worth, Texas. A thirty-five dollar ($35.00) deposit
is required for the first set of documents and additional sets may be purchased on a non-
refundable basis for thirry-five ($35.00). These documents contain additional information for
prospective bidders.
All bidders will be required to comply with provision 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 (Fort Worth City Code Sections
13-A-21 through 13-A-29), prohibiting discrimination in employment practices.
Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders.
The major work on the above project shall generally consist of the following:
285 L.F.
1249 L.F.
68 L.F
6" Sanitary Sewer Pipe by Open Cut
8" Sanitary Sewer Pipe by Open Cut
8" Sanitary Sewer by Other Than Open Cut
Included in the above will be all other items of enstruction as outlined in the Plans and
Speci�cations.
A pre-bid conference will not be held.
The City reserves the right to reject any and/or all bids and waive any and/or all formalities.
Bidders shall not separate, detach, or remove any portion, segment, or sheets from the contract
document at any time. Bidders must complete the proposal sections and submit the complete
specifications book or face rejection of the bid as non-responsive.
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AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days
from the date bids aze opened. The award of contract, if made, will be within ninety (90) days
after the opening of bids, but in no case will the award be made until all the necessary
investigations are made as to the responsibility of the bidder to whom it is proposed to award
the contract.
Bidders are responsible for obtaining all addenda to the contract documents and acknowledging
receipt of the addenda by initialing the appropriate spaces on the Proposal form. Bids that do
not acknowledge receipt of all addenda may be rejected as being non-responsive. Information
regazding the status of addenda may be obtained by contacting the Department of Engineering
at (817) 871-7910.
In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals
for the participation of Disadvantaged Enterprise in City contracts. Copies of the Ordinance
can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE/WBE
UTILIZATION FORM, PRIME CONTRACTOR WANER FORM and/or the GOOD FAITH
EF�ORT FORM ("Documentation") as appropriate. The �ocumentation must be received no
later than 5:00 p.m. five (5) City business days after the bid opening date. The bidder shall
obtain a receipt from the appropriate employee of the managing depamnent to whom delivery
was made. Such receipt shall be evidence that the documentation was received by the City.
Any contract or contracts awarded under the Notice to Bidders are expected to be funded in
� part by a loan from the Texas Water Development Board. Neither the State of Texas nor any
of its departments, agencies or employees are, or will be, a parry to this Notice to Bidders or
any resulting contract. The contract or contracts are subject to regulations contained in 31
� TAC, Chapter 363, in effect on the date this contract is executed.
a For additional information, contact Ty Hilton, P.E., at the offices of Teague Nall and Perkins,
Inc., 336-5773 or John Boyer, Project Manager, at the City of Fort Worth, 332-5474.
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BOB TERRELL
CITY MANAGER
GLORIA PEARSON
CITY SECRETARY
Department of Engineering
A. Douglas Rademaker, Director
Advertising Dates:
Sentember 16. 1999
Sentember 23. 1999
u p �,
� Rick Trice, P.E.
Manager, Consultant Services
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SPECIAL INSTRUCTIONS TO BIDDERS
1. PREOUALIFICATION REOUIREMENTS.: All contractors submitting bids are required
to be prequalified by the Fort Worth Water Department prior to submitting bids. This
prequalification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. It is the bidder's responsibility to submit the following
documentation: a current financial statement, an acceptable experience record, an
accepta.ble equipment schedule and any other documents the Department may deem
necessary, to the Director of the Water Department at least seven (7) calander days prior
to the date of the opening bids.
a) The financial statement required shall have been prepared by an independent
certified public accountant or an independent public accountant holding a valid
�ermit issued by an appropriate State licensing agency and shall have been so
prepared as to reflect the financial status of the submitting company. This
statement must be current and not more than one (1) year old. In the case that a
bidding date falls within the time a new statement is being prepared, the previous
statement shall be updated by proper verification.
b) For an experience record to be considered to be acceptable for a given project, it
must reflect the experience of the firm seeking qualification in work of both the
same nature and technical level as that of the project for which bids are to be
received.
c) The Director of the Water Department shall be the sole judge as the the
acceptability for financial qualification to bid on any Fort Worth Water Department
project.
d)
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Bids received in excess of the bid limit shall be considered non-responsive and will
be rejected as such.
The City, in it's sole discretion, may reject any bid for failure to demonstrate
experience and/or expertise.
Any proposals submitted by a non-prequalified bidder shall be returned unopened,
and if inadvertantly opened, shall not be considered.
g) The City will attempt to notify prospective bidders whose qualifications (financial
or experience) are not deemed to be appropriate to the nature and/or magnitude of
the project on which bids are to be received. Failure to notify shall not be a waiver
of any necessary prequalification.
2. BID SECURITY: A cashier's check or acceptab�le bidder's bond payable to the City of
Fort Worth in an amount of not less than five (5 %) percent of the largest possible total of
the bid submitted must accompany the bid, and is subject to forfeiture in the event the
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successful bidder fails to execute the Contract Documents within (10) days after the
contract has been awarded. To be an acceptable surety on the bond, (1) the name of the
surety shall be included on the current U.S. Treasury, or (2) the surety must have capital
and surplus equal to ten times the limit of the bond. The surety must be licensed to do
business in the State of Texas. The amount of the bond shall not exceed the amount shown
on the Treasury list or one-tenth (1/10) the total capital and surplus.
BONDS: A performance bond,a payment bond and a maintenance bond each for one
hundred (100%) percent of the contract price will be required, Reference C 3-3.7.
WAGES RATES: Not less than the prevailing wage rates established by the City of Fort
Worth, Texas and as set forth in the Contract Documents must be paid on this project.
(� 5. AMBIGUiTY: In the case of ambiguity or lack of clearness in stating prices in the
i,.� Proposal the City reserves the right to adopt the most advantageous construction thereof
to the City or to reject the Proposal.
O6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
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`Nonresident bidder' means a bidder whose principal place of business is not in the Sta.te
of Texas but excludes a contractor whose ultimate parent company or majority owner has
its principal place of business in the State of Texas.
This provision does not apply if this contract involves Federal funds.
The appropriate blanks of the Proposal must be filled out by all nonresident bidders in
a order for the bid to meet specifications. The failure of a nonresident contractor to do so
will automatically disqualify that bidder.
O8. PAYIVIENT: If the contract amount is $25,000 or less, the contract amount shall be paid
within forty-five (45) calendar days after completion and acceptance by the City.
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7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes the
City of Fort Worth will not award this contract to a nonresident bidder unless the
nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
nonresident bidder to obtain a comparable contract in the sta.te in which the nonresident's
principal place of business is located
9. AG�: In accordance with the policy (`Policy') of the Executive Branch of the Federal
Government, Contractor covenants that neither it, nor any of its officers, members, agents,
employees, program participants or subcontractors, while engaged in performing this
contract, shall, in connection with the employment, advancement or discharge of
employees in connection with the terms, conditions or privileges of their employment,
discriminate against persons because of their age except on the basis of a bona fide
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occupational qualification, retirement plan or statutory requirement.
� Contractor further covenants that neither it nor its officers, members, agents, employees,
subcontractors, program participants, or persons acting on their behalf, shall specify, in
solicitations or advertisements for employees to work on this contract, a maximum age
alimit for such employment unless the specified maximum age limit is based upon a bona
fide occupational qualification, retirement plan or statutory requirement.
aContractor warrants it will fully comply with the policy and will defend, indemnify and
hold City harmless against any claims or allegations asserted by third parties or
a subcontractors and/or its subcontractors alleged failure to comply with the above
referenced Policy concerning age discrimination in the performance of this agreement.
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10. DISABILITY: In accordance with the provisions of the Americans with Disabilit�es Act
of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not
unlawfully discriminate on the basis of disability in the provision of services to the genera�
public, nor in the availability, terms and/or conditions of employment for applicants for
employment with or employees of Contractor or any of its subcontractors. Contractor
warrants it will fully comply with ADFA's provisions and any other applicable Federal,
State and local laws concerning disability and will defend, indemnify and hold City
harmless against any claims or allegations asserted by third parties or subcontractors
against City arising out of Contractor's and/or its subcontractor's alleged failure to comply
with the above referenced Policy.
11. NIINORITY AND WOMEN BUSINESS ENTERPRISES: 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. A copy
of the Ordinance can be obtained from the office of the City Secretary. The bidder shall
submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER
FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate.
The documentation must be received no later than 5:00 PM, five (5) City business days
. after the bid opening date. The bidder shall obtain a receipt from the appropriate
employee of the managing department to whom delivery was made. Such receipt shall be
evidence that the documentation was received by the City. Failure to comply shall render
the bid nonresponsive.
Upon request, Contractor agrees to provide the Owner complete and accurate information
regazding actual work performed by a Minority Business Enterprise (MBE) and/or a
Women Business Enterprise (WBE} on the contract and payment thereof. Contractor
further agrees to permit any audit and/or examination of any books, records or files in its
possession that will substantiate the actual work performed by an MBE and/or WBE. The
misrepresentation of facts (other than a negligent misrepresentation) and/or commission
of fraud by the Contractor will be grounds for termination of the contract and/or initiating
action under appropriate federal state or local laws or ordinances relating to false
statements; Further, any such misrepresentation (other than a negligent misrepresentation)
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aand/or commission of fraud will result in the Contractor being determined to be
irresponsible and barred from participating in the City work for a period of time of not less
athan three (3) years.
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PROPOSAL
• Minority and Women Business Enterprise Specifications
• Proposal
• City Approved Product
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- �.. . ci�y of Fort worth
Minority and Women eusiness Enterpri��e;�ifications
E3dC1h�E�tN�/���.
SPECIAL iNSTRUCTIONS F�f��B1�6�,51 17
APP�lCATiQN OF POLICY
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M/WBE PROJECT GOALS 17
The Citys MBENVBE goal on this projec: iS °Ia of the base bid value of the c�ntracL
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POLlCY STATEMEiVT
It is the policy of the City of Fort Worth to ensure the full and equitabie participation by Minority/Women 8usiness
Enterprises (M/WBE) in the p�ocurement of ail gccds and servicas to the City on a contractua! basis. The obje�bve
of the Policy is to increase the use of A�iM/BE firms to a level comparable to the availability of M/WBEs that provide
goods and services direc;ly o� indirectly to the City. ��� �
COMPLIANCE TQ BiD SPECIF1CATiQNS
On City cantracts cf �25,OOo or more, bidders are reguired to comply with the intent of the City's M/WBE Ordinanc�
by either of tYie fallowing:
1. Meet or exceed the above stated MlWB� gaal, or,
2. Good Faith Effort documentation, or,
3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATiON
Tne applicable docvments must be rec�ived by the Managing Depar�nent, within the following trmes ailocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WB� Utilization Forrn:
2. Prime Contcac:or Waiver Form:
3. Good Faith Effort FoRn:
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rec2ived by 5:00 p.m., frve (5} Clty business days after the
bid opening date, exciusive of the bid opening date.
received by 5:00 p.m., fcve (�) Cfty business days after the
bid opening date, exciusive of the bid oQening date.
recaived by 5:00 p.m., five (5) C1ty business days after the
bid opening date, exclusive of the bid opening date.
ESE1C'C1PC..T.N�816'BFiL�IC:'` � _ �= .�
IFiC�A'iiONS: _�::.-- _ _ : - .-r -
Any quesiions, piease cantact the M/WBE Offic��at (817) 871-8104.
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ATTACHMENT 1A
• • Page 1 of 2
_. Ci� of Fort Worth
- Minority and Women usiness Enterprise Specifcaflons
. � DE�'T ��
MBE/WBE UTiLIZATION ��I��Ne���td�oc r- �
Jackson Construction, Inc. .�jc�gr34, 1999
B10 DATE �'� 1 -�. Q� 1 1;
�R1ME COMPANY NAME Part 4 D.O.E. # 2796
Maqn 183 and 333 Drainage Area S.S. Improvements, pROJECT NUMBER
�Raecr r�+E
Cl•n„S y�ygE PROJECT GOAL: 17 % I ��BE PERCFr�I'TAGE aCffiEVED: $/
. -_ _-- __�
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�T/M� Materials "
� . 0 . B ox 496
A��.�rd, TX 76225
800-856-8733
Judy Brown
Abel Materails
P. 0. Box 711
" Mansfield, TX 76063
� 817-473-1282
Janet Field
S & S Supply
1579 Cedar ,�lm
Euless, TX /bU�y�;
817-267-0783
S ue Brown
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A�compl"ate;lCsting:of�items_ta b'e�s
.Idertttfyr. ea�ts-7'Ier..;lavet._-: _ •
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Rock and
Hauling
Sa nd
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Interior
Manhole Coating
Tie .r.. Measss-2i�adeve!_af�subcantr
frorrr the-prfine<cantractorto�a-sn'.
its suoaiteris:cansiderad 2"° Uer.
1 $4000G)00
1 $1500 . 00
1 $1660.00
at�tacaa�tfte:tfrtse;of bid: -.=:�_�z�Ti �..: -;-= =�� �
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;antractodconsultant: i:e.. a_dtrect paymenf.: I
�d-1'��tier, a payment by a subcantracior to
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. �^,pc�ll�lG, :::C�USfVE OF T}1E S:C OF�ca1�lG L'A i c
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Minority and Women Susiness Enterprise Specifcations
MBEIWBE UTiLIZATiON
Cent�X -�A��Q
3312 Jovice Drive X Hy�dromulch
Eort i+�orth, T�>; 761 ti
817-2a4-h�?4
Gayle Jurachek�
1
ATTACHMENT 1A
Page 2 of 2
$850.00
bidder further agrees to provide, directly fo the City upon request, camplete and accurate information regarding
�a1 work performed by ali subcantractars, inclu�ing M8E(s) andlor WBE(s) arrangements submitted with tfiis bid.
bidder afso agrees to aiiow an audit andlor examination of any bovks, recards and fiies i�e{d by their cornpany that
substantiate tfie actuat work perfocmed by the MBE(s) andlar WBE(s) on this cantract, by an autha�ized a�cer or
iloyee of the Cify. Any intentional and/ar knowing misrepresentation of facts wiil be grounds for terminating the
tract or debarment from City work for a peRod of not less than tfiree (3) years and for initiating action under Federal,
e or Local faws cancEming false statements. Any failure to campiy with this ordinance and creates a materiai
ich of cantract may res�it in a determination of an irresponsible offeror and barred from participating in City warlc
t period of tims not less than one (1) year.
ALL MBEs and
ruea ��gnacure -
resident
MUST BE C�RTtF1ED BY THE CtTY BEFaRE CONTRACT AWARD
Larry H. Jackson
ackson Construction, Inc.
any Name
�112 Sun Valley Drive
ort inio�ta}�, `�exas 76119
Code
Printed Signature
Cantact Name and Title (if different)
817-572-3303
Telephone Number (s)
817-478-0443
Fax N��nb�rl _ 9 9
Date
R�41'�A �;$� ��C: iVEL� BY T}�!E MANAGiNG C�PART1dENT SY �:'JO p.,'�., �tV= (5} C:T! 8US1� I�GS 0.^.YS AFi cR 8lQ
C?�?�{lNG. =.':CLUSiYE OF ;�;� 3�C CPii�lit�C flATc
REY. =ic.�°3
- ='S � 2.^.� _ �T , -_�^•-,crr ,d.. ,r,iLg� �a 'n��iy?r _y 'iI2 �lluflaGf� _ �8'• •:`?^.
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City of Fort Worih
Minority and Women Business Enterprise
Gfl�D FAiTH EFF4RT
3ackson Construction, Inc.
prime Company iVame �
Main 183 and 333 Drainage Area S.S. Improvements, Part 4
Project Name
ATTACNMENTIC
Page 1 of 3
October 14, 1999
8id Date
D.O.E. # 2796
Pcoject Number
if the bidder's metfiod of camp(ianc� with the MlWBE goa! is based upon demonsiration of a
"goad faith effort", the bidder witl have tt�e burden of carrecily and accurately preparing and
submitting the documentatiart required by the City. Complianc� witfi each item, 1 thru 6 below,
shall satisfy fhe Good Faiih Effort requirement absertt pcoof. of fraud, inientional andlor
knowing misrepresentation the facts or intentiaRaI discrimination by the bidder.
1.) Please list each and every subcantracting and/or supplier opportuniiy (DO NOT L1ST NAMES OF,
� FiRMS which wiI! be used in the campietion of this project, regardless of whether it is to be provided
by a M/WBE or non- M/WBE.
• (Use additionaf shests, if nec�ssar�)
List of: Subcantractina O000rtunities List of:
Hydromulch Pipe
Portable Toilet Rock
Bores
Manholes
Interior Manhole Coating
T . V. Irispect ion
Supolier Ovoortunities
Sandc�
Haul ing
HMAC
Concrete
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ATTACNMENT1C
Page 2 of 3
Z.)� Did you o���R a curtent list of MlWSE firms from the City's M/WBE O�Ffice? The list is cansidered in
compliancz, if it is not mote than 3 monti�s ald from the date of bid opening.
� X Yes
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No
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Date of Listing 9/ 8 / 9
.__.__
g,) pid you solicit bids from M1WSE frtns, within the subcontrac#ing and/or supplier areas previously
F listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
' opened? .
;-�.. X Yes
0 _,g� ��a
!f yes, attach M/WB� mail fisting to include name of firm and address and a da ed
copy of letter maited.
����.
D 4.) pid you solicit bids from MlWBE firms, within ti�e svbcantracting andlor supplier areas p�eviousiy
�. listed, at least ten �alertcfar days prior to bid opening by te{ephone, exclusive of the day the bids are
' �� . opened? •
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ff yes, attach list to inc;ude name of M1WBE �rm, erson cantacied,
ohone number and date and time of contac�
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Did you provide plans and specifications to potential MNVBEs or information regarding the Iecation af
plans and specifications in order to assist the M14YSEs?
Yes
M/WBE bids were rec�ived and rejected, yau must:
} List the M/WBE firms and the reason(s) for rejec:ion (i.e., quotation not cammercially reasonabte,
, qualifications, etc.) and
;) Attach affidavit andlor documentation to suppart the reasact(s) listed helow (i.e.. {etters, memvs,
� bids, telephane cafls, meetings, etc.)
(Please usa additlona! sheets, if necessary, and attach.}
�'party Name Telephone Contac: Person Scope af Wo�k Reasan for
�� Reiection
one IReceived
X Yes
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_�ri10NA�, INFQRMATION.
ATTACiitlrlENT 1 C
Page 3 Q f 3
Please provide additionai information you fee( witl further explain yvur good and honest efforts to obtain
M/VIfBE participation on this projec:.
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� The bidder further agrees to provide, directly to the City upon request, complete and
±�. accurate informatian regarding actua( woric perfarmed on this contract, the payment
� :��a� thereof ar�d any propased cfianges to the origina� arrangernents submitted with this bid.
`__� - The bidder also agrees to allow an audit a�d/or examinatioR of any books, recards and
j�j _�- fites fieid by their company that will su�stantiate the actual woric performed on this
�� .b�-��., contract, by an autttorized offic�r vr employee of tfie City.
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Any inien#ional andlor knowing misrepresentation of facts will be grounds for
#erminating the contract or debarment from City worlC for a period of not iess than three
�3) yeats and for initiating action unde� Federal, State or Locai laws conc2rr�ing faise
�tatements. Any faiiure to comply with this ordinance and creates a material 6reach of
contract may result in a determination of an irresponsibie vfferor and barred from
�articipating in City woric for a periad of time not less than one (1) year.
� : e undersigned c�rtifies that the information provided and the MILVBEts) lis#ed
' slwere contacied in good faith. lt is understoad that any M/WSE(s) listed in
�'�tachment 1 C wi1J be contacted and the reasons for not using them will be verified by
� ;e City's MlVYBE O�c�.
a� ����
Larry H. Jackson
;.�..
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President
ackson Construction, Inc.
ny Name
12 Sun Valley Drive
t Worth, Texas 76119
Printed Signature
Cantact Name and Titie (if differen#)
817-57�-3303
Telephone Number(s)
817-� 78 - 044 3
Fax Number
10-21-99
Oate
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PROPOSAL
TO: Mr. Bob Terrell
City Manager
Fort Worth, Texas
Main 183 and 333 Drainage Area
Sanitary Sewer System Improvements
(Group 6 Contract 3) Part 4
SEWER PROJ. NO. PS46-070460410240
D.O.E. No. 2796
Pursuant to the foregoing "Notice to Bidders", the undersigned bidder has thoroughly examined the
� Contract Documents, including Plans, Special Contract Documents, the General Contract
Documents, and General Specifications for Water Department Projects, and the site of the project,
understands the amount of work to be done, and hereby proposes to do all the work, furnish all
Q labor, equipment and materials necessary to fully complete all the work as provided in the plans and
specificaxions, and subject to the inspection and approval of the Engineering Department Director
of the City of Fort Worth, Teas. The contractor must be pre-qualified in accordance with the Water
Q. Department of the City of Fort Worth requirements. Upon acceptance of this proposal by the City
Council, the bidder is bound to execute a contract and furnish an approved Performance Bond,
Payment Bond, Maintenance Bond, and such other bonds, if any, approved by the City of Fort
� Worth for the performing and completing of said work within the time stated and for the following
sums, to wit: �
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PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
� ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
(Furnish and install, including all appurtenant work, complete in place the following items.
D-No. refers to related items in the Part D Special Conditions.)
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1. 285 L.F. * 6-inch Sanita.ry Sewer, All Depths;
Per Linear Foot
Dollars
n,U Cents $� $ —�U
2. . 1,197 L.F. * 8-inch Sanitary Sewer, All Depths;
P r Linear Foo
�61C,t� , Dollars od
►�,� Cents $��' f $���
* Contractor must complete City Approved Product form on Page B1-7.
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PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
(Furnish and install, including all appurtenant work, complete in place the following items.
D-No. refers to related items in the Part D Special Conditions.)
3. 52 L.F. 8" D.I. Pipe, C1.51, All Depths;
_�P r Linear Fo.1� t
�M�i,� � 1"A,�-t� Dollars po o�
� n,l� Cents � $ �
4.
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68 L.F. 8" D.I. Pipe, Cl. 51, By Other Than
Qpen Cut, (DA- • Per Lin�' Foot
�11�tn p 1 mc�itt .�.� Z� '�'�eDollars o� �
fn.c) Cents $��_ $���
9 EA.
Standard Sewer MH, 48" I.D.,
Per Figure M of the G.C.D. (D-52);
r Each
c�, �nn ���,� Dollars
�n_�,� Cents
Ex. Depth for 48" I.D. Std. Manhole
-52); Per Ve tical Fo �
Dollars
IA .t � Cents
Watertight Manhole Insert (D-52);
Pe Each
, �,r ,� Dollars
� � 1�.(� Cents
� 170 �6 $ 1 � 00 '
6. 47 V.F.
7. 9 EA.
:
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� i 5� �" ��D�Sn°�
$�� °� � �50'=
9 EA. Concrete Manhole Collars Per Fig. 121
o the G.C.D. (D-5 ), Per Each
�� �1,,1.t/�'1G'��,(�_ Dollars � o0
in c� Cents $.�_ $ �
9 Each Vacuum Test Manhole (D-63);
�a�� ��
_ AN1 Dollars � �`
� � Cents $ % �� $
* Contractor must complete City Approved Product form on Page B1-6.
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PAY APPROX. DESCRIPTION OF ITEMS WITH BID iTNIT TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
(Furnish and install, including all appurtenant work, complete in place the following items.
D-No. refers to related items in the Part D Special Conditions.)
10. 8.3 V.F. Install Protective Manhole Coating
For Corrosion Protection (DA-'�;
`�er Vert�'cal Foot �
.-!J O ( I,LI ars o �
�'1.� c nts � ��' � �
11. 2 EA. Abandon Existing Sewer Manhole
�i Place (D-55); Per Each
/�A�_ d.P � Dollars o� b�
i�_f, Cents $�' $� �(�
12.
13.
14
15
16.
3 EA. Remove Existing Sewer Manhole
(D 55); Per Each ^
�_Q p � ;t /Y�Q�i�� Dollars n� �
v�.c� Cents $-�� $ �
20 L.F. 4" Sewer Service Line (D-53);
P r Line.�r Faat
t '" - � Dollars o� �o
Y�.1� Cents $��� $ `
13 L.F. Bore 4" D.I.P. Sewer Service Line (D-53);
er Linear Footn
,In i , ,� N�,2U'�P.Vt�b�llars o� �
h,�, Cents $� $���
1 EA. 4" Sewer Service Taps or Tees (D-53);
Pe�a �h _
Dollars
r�� Cents
�50v° $���
2 EA Install Sanitary Sewer Cleanout
D-53); Per Each
Dollars
4n.,� � Cents
B1-3
�pO $ � �-
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PAY APPROX. DESCRIPTION OF ITEMS WITH BID iTNIT TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
(Furnish and install, including all appurtenant work, complete in place the following items.
D-No. refers to related items in the Part D Special Conditions.)
17. 1,534 L.F. Trench Safety System for Sewer
Trench Depth 5' and Greater (D-51);
Per Linear Foot
�n„ i_ Dollars t� � ao
'1�,� Cents $ I � $ �
18. 72 L.F. Permanent Asphalt Pavement
Repair Per Figure 4 (D-50);
Per Linear Foot
��� Dents S � 1 $�D f� �'
V� r� C �
19.
20.
21.
���
37 L.F. Concrete Curb and Gutter Replacement
(D -21); Per Linear Foot
��� il,��v� Dollars o0 oa
`� �,�� Cents $ � � $ � i � �• �-
0.5 TN Ductile Iron Fittings; Per T-�jn
���,Q�,�'�l �9 t �t_ v�S�C Dollars
l�.c� Cents
1,462 L.F. Hydro Mulch Seeding (D-73);
Per„Linear Foot
�� � Dollars
, _��c� Cents
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1,675 L.F. Pre-Construction TV Inspection
of Sanitary Sewer Lines, All Sizes
(D- 2); Per Linear Foot
��i�l1,L.� Dollars
�A ,c� Cents
av o,o
�30�- $ I
$�50
0
�� °_
�oZ( 9 �x'
$SDaS =
23. 1,602 L.F. Post-Construction TV Inspection
of Sanitary Sewer Lines, All Sizes
�D-65); Per Linear Foot
_ Dollars p ��j
�o /v� Cents $ 1 $L/ �O� � �
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PAY APPROX. DESCRIPTION OF ITEMS WITH BID iJNIT TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
(Furnish and install, including all appurtenant work, complete in place the following items.
D-No. refers to related items in the Part D Special Conditions.)
24. 4 Each Exploratory Excavation (D-Hole),
( -�9); Per Each
1(1�,c/Y� � Dollars ! �
�n . � Cents $1.�00 $_���
TOTAL BID
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CITY APPROVED PRODUCT FORM '�
* CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED:
STANDARD SPEC NO.
/ E1-31
� E1-25
E1-27
E1-28
��[IZ1a1J,
SIZE
4" thru 30"
4" thru 15"
4" thru 15"
18" thru 27"
18" thru 48"
Consult the "City of Fort Worth Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed
above.
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.
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Q Within ten {10) days after notification by the City, the undersigned will execute the formal contract
and will deliver an approved Surety Bond and such other bonds as required by the Contract
Documents, for the faithful performance of this Contract. The attached bid security in the amount of _
a 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 obtained at least one set of the General Contract
Documents and General Specifications for Water Department Projects dated January 1, 1978, and that
� he has read and thoroughly understands all the requirements and conditions of those General
Documents, and the specific Contract Documents and appurtenant plans.
aThe undersigned assures that its employees and applicants for employment and those of any labor
organization, sub�ontractors, or employment agency in either furnishing or referring employee
applicants to the undersigned aze not discriminated against as prohibited by the terms of City
aOrdinance No. 7278 as amended by the City Ordinance No. 7400.
� The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to
complete the contract within 80 Calendar Days after beginning construction as set forth in the written
work order to be furnished by the Owner:
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Complete A or B below, as applicable:
A. The principal place of business of our company is in the State of
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Nonresident bidders in the Sta.te of . our principal place of business, are
required to be percent lower than resident bidders by state law. A copy of the
statute is attached.
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.
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Receipt is acknowledged of the following addenda:
Addendum No. 1
Addendum No. 2
Addendum No. 3
(SEAL)
If Bidder is Corporation
Date:
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;�c.�(A��t�h `l� 2�1� l
� Addr`ess
- END OF PROPOSAL -
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Respectfully submitted,
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PART C
GENERAL CONDITIONS
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PART C - GENERAL CONDITIONS
TABLE OF CONTENTS.
NOVEMBER, 1, 1987
TABLE OF CONTENTS
�
C1-1
C1-1.1
C1-1.2
C1-1.3
C1-1.4
C1-1.5
C1-1.6
C1-1.7
C1-1.8
C1-1.9
C1-1.10
Cl-l.11
C1-1.12
C1-1.13
C1-1.14
C1-1.15
C1-1.16
C1-1.17
C1-1.18
C1-1.19
C1-1.20
C1-1.21
C1-1.22
C1-1.23
C1-1.24
C1-1.25
C1-1.26
C1-1.27
C1-1.28
C1-1.29
C1-1.30
C1-1.31
C1-1.32
DEFINITIO�S
Definition of Terms
Contract Documents
Notice to Bidders
Proposal
Bidder
General Conditions
Special Conditions
Specif ications
Bond
Contract
Plans
City
City Council
Mayor
City Manager
City Attorney
Director of Public Works
Director, City Water Department
Engineer
Contractor
Sureties
The Work or Project
Working Bay
Calendar Day
Legal Holiday
Abbreviations
Change Order
Paved Streets and Alleys
Unpaved Streets and Alleys
City Streets
Roadway
Gravel Street
Cl-1
C1-1
Cl-1
C1-1
C1-1
C1-1
Cl-1
C1-1
Cl-1
CI-1
Cl-1
C1-1
C1-1
C1-1
CI-1
C1-1
C1-1
C1-1
C1-1
Cl-1
C1-1
C1-1
C1-1
CI-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
Cl-1
C1-1
(1)
(1)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(3)
(3)
(3)
(3?
(3)
(3)
(3)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(5)
(6)
(6)
(6)
(6)
(6)
(6)
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C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.1 Proposal Form
C2-2.2 Interpretation of Quantities
C2-2.3 Examination of Contract Documents
and Site
C2-2.4 Submitting of Proposal
C2-2.5 Rejection of Proposals
C2-2.6 Bid Security
C2-2 (1)
C2-2 (1)
C2-2 (2)
C2-2 (3)
C2-2 (3)
C2-2 (3)
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C2-2.7 Delivery of Proposal
C2-2,8 Withdrawing Proposals
C2-2.9 Telegraphic �Iodification of Proposals
C2-2.10 Public Opening of Proposal
C2-2.11 Irregular Proposals
C2-2.12 Disqualification o= Bidders
C3-3 AWARD AND EXECUTION OF DOCUMENTS
C3-3.1 Consideration of Proposals
C3-3.2 Minority Business Enterpise
Women-Owned Business Enterprise .
compliance
C3-3.3 Equal Employment Provisions
C3-3.4 Withdrawal of Proposals
C3-3.5 Award ot Contract
C3-3.6 Return of Proposal Securities
C3-3.7 Bonds
C3-3.8 Execution of Contract
C3-3.9 Failure to Execute Contract
C3-3.10 Beginning Work
C3-3.11 Insurance
C3-3.12 Contractor's Obligations
C3-3.13 Weekly Payroll
C3-3.14 Contractor's Contract Administration
C3-3.15 Venue
C4-4 SCOPE OF WORK
C4-4.1 Intent of Contract Documents
C4-4.2 Special Provisions
C4-4.3 Increased or Decreased Quantities
C4-4.4 Alt�ration of Contract Documents
C4-4.� Extra Work
C4-4.6 Schedule of Operations
C4-4.7 Progress Schedules for Water and
Sewer Plant Facilities
C5-5 CONTROL OF WORK AND MATERIALS
CS-5.1 Authority of Engineer
CS-5.2 Conformity with Plans
C5-5.3 Coordination of Contract_.Documents
CS-5.4 Cooperation of Contractor
C5-5.5 Emergency and/or Rectification Work
CS-5.6 Field Office
CS-5.7 Construction Stakes
CS-5.8 Authority and Duties of Inspectors
C5-5.9 Inspection
C5-5.10 Removal of Defective and Unauthorized
C5-5.11 Substitute Materials or-Equipment
C5-5.12 Samples and Tests of Materials
CS-5.13 Storage of Materials
C5-5.14 Existing Structures and Utilities
C5-5.15 �nterruption of Service
C5-5.16 Mutual Responsibility of Contractors
CS-5.17 Cleanup
CS-5.18 Final Inspection
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C2-2 (4)
C2-2 (4)
�2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (5)
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C3-3 (1) �
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)
t2)
(2)
(2)
(2)
(4)
(4)
(4)
(4)
(7)
(7)
(7)
(8)
C4-4 (1)
C4-4 (1)
C4-4 (1)
C4-4 . ( 2 )
C4-4 (2)
C4-4 (3)
C4-4 (4)
CS-5
CS-5
C5-5
C5-5
C5-5
CS-5
CS-5
C5-�
C5-5
Work C5-5
- CS-5
C5-5
CS-5
C5-5
C5-5
CS-5
C5-5
C5-5
(1)
(1)
(2)
(2)
(3)
(3)
(3)
(4)
(5)
(5)
(5)
(6)
(6)
(7)
(7)
(8)
(8)
(9)
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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
C7-7.6
C7-7.7
C7-7.8
C7-7.9
C7-7.10
C7-7.11
C7-7.12
C7-7.13
C7-7.14
C7-7.15
C7-7.16
C7-7.17
C8-8
C8-8.1
C8-8.2
LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
Laws to be Observed
Permits and Licenses
Patented D�vic�s, Mat�rials and Processes
Sanitary Provisions
Public Safety and Convenience
Privileges of Contractor in Streets,
Alleys, and Rignt-of-Way
Railway Crossings
Barricades, Warnings and Watchmen
Use of Explosives, Drop Weight, etc.
Work Within Easements
Independent Contractor
Contractor's Responsibility for
Damage Claims
Contractor's C1aim for Damages
Adjustment of Relocation of Public
Utilities, etc.
Temporary Sewer Drain Connections
Arrangement and Charges of Water
Furnished :�y City
Use of a Se�tion of Portion of the Work
Contractor's Responsibility for Work
No Waiv�r of Legal Rights
Personal Liability of Public Officials
State Sales Tax
PROSECUTION AND PROGRESS
Subletting
Assignment of Contract
Prosecution of the Work �
Limitations of Operations
Character of Workman and Equipment
Work Schedule
Time of Commencement and Completion
Extension of time of Completion.
Delays
Time of Completion
Suspension by Court Order
Temporary Suspension
Termination of Contract due to
vational Emergency
Suspension of Abandonment uf the
Work and Annulment of Contract
Fulfillment of Contract
Termination for Convenience of tne Onwer
Safety Methods and Practices
MEASUREMENT AND PAYMENT
Measurement of Quantities
linit Prices
(3)
C6-6
C6-6
C6-6
C6-6
C6-6
(1)
(1)
(1)
(2)
(2)
C6-6 (3)
C6-6 (4)
C6-6 (4)
C6-6 (5)
C6-6 (6)
C6-6 (8)
C6-6 (8)
C6-6 (10)
C6-6 (10)
C6-6 (10)
C6-6 (11)
C6-5 (11)
C6-6 (11)
C6-6 (12)
C5-6 (12)
C6-6 (12)
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
(1)
(1)
(1)
(2)
(2)
(3)
(4)
(4)
(4)
(5)
(6)
(6?
C7-7 (7)
C7-7 (7>
C7-7 (9)
C7-7 (10)
C7-7 (13)
C8-8 (1)
C8-8 (1)
C8-8.3
C8-8.4
CS-8.5
C8-8.6
C8-8.7
C8-8.8
C8-8.9
C8-8.10
C8-8.11
C8-8.12
C8-8.13
Lump Sum
Scope of Payment
Partial Estimates an3 Retainage
Withholding Payment
Final Acceptance
r^inal Payment
Adquacy of Design '
General Guaranty
Subsidiary Work
Miscellaneous Placement of Material
Record Documents
C8-8 (1)
C8-8 (1)
C8-8 (2)
C8-8 (3)
C8-8 (3)
C8-8 (3)
C8-8 (4)
C8-8 (4)
C8-8 (5)
C8-8 (5)
C8-8 (5)
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PART C - GENERAL CONDZTIONS
C1-1 DEFINITIONS
SECTION C1-1 DEFINITIONS
CI-1.1 DEFINITIONS Or TERMS: Whenever in these Contract
� Documents the following t�rms or pronouns in place of them are
used, the intent and meaning shall be understood an3
interpreted as follows:
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C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all oi
the written and drawn documents, such as specifications,
bonds, addenda, plans, etc., which govern the terms and
performance of the contract. These are contained in th�
General Contract Documents and the Special Contract Documents.
a. GENERAL CONTRACT DOCUMENTS: The General Contract
Documents govern a11 Water Department Projects and
include the following itzms:
PART A- NOTICE TO BIDDERS (Sample)
PART B - PROPOSAL (Sample)
PART C - GENERAL CONDITIONS (CITY)
(Developer)
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
(Sample)
(Sample)
White
White,
Canary Yellow
Brown
Green
E1-Whits
E2-Golden Rod
E2A-White
Blue
White
White
b. SPECIAL CO[�TRACT DOCUMENTS: The Special Contract
Documents are prepared for each specific project as
a supplement to the General Contract Dacuments and
include the follawing items:
PART A- NOTICE TO BIDDERS (Advertisement) Same as
�
above
PART B - PROPOSAL (Bid)
PART C - GENERAL CONDITIONS
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
PART H- PLANS (Usually bound separately)
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Cl-1 (1)
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C1-1.3 NOTIC� TO BIDDERS: A11 oz tne legal publications
eith�r actually oublished in public advertising m�diums or
Lurnish�d dirzct to interested parti�s pertaining to the work
cont��plated und�r the Contract Documents constitut�s the
notic� �o bidders.
C1-l.a PRO?OSAL: The complet�d written and signed ofi�r or
tender or a bidder to perform the work which �he Owner desir�s
to hav� done, together with the bid security, constitut?s the
Proposal, which becomes binding upon the Bidder wh�n it is
o�ficially r�ceiv�d by th� Owner, nas be�n publicly open�d and
r�a3 and not r�jected by the Owner.
C1-1.5 BIDDER: Any.person, persons, firm, partnership,
company, association, corporation, acting directly or through
a duly authorized representative, submitting a proposal for
p�rforming the work contemplated under th� Contract Documents,
constitutes a bidder.
C1-1.5 GENERAL CONDITIONS: The ueneral Conditions are the
usual construction and contract requir�m�nts which gov�rn the
perrormance of the work so that it will be carried on in
accordanc� with tn� customary procedur�, the local statutes,
and requir�ments of the City of Fort Worth's chart�r and
promulgated ordinances.
Wherever there may be a conflict between the General
Conditions and Special Conditions, the latter sha11 take
prece8�nc� and shall gov�rn.
C1-1.7 SPECIAL CONDITIONS: Special conditions are the
speci�ic requirements which are necessary for the particular
project cov�red by the Contract Documents and not specifically
cover?d in the Gen�ral Conditions. When consi3ered with the
General Conditions and other ele�nents of the Contract
Documents they provide the information which the Contractor
and Own�r should have in.order t� gain a thoro.ugh knowl�dge of
the project.
C1-1.8 SPECIFICATIONS: The Specifications is that section or
part oi the Contract Documents wnich sets forth in detail th�
requirements which must be met by all mat�rials, construction,
workmanship, equipment and services in order to render a
compl=ted and useful project. Whenever reference is made to
standard specifications, regulations, requirements, statutes,
etc., such referred to documents shall become a part of the
Contrac� Dacuments just as though they war� embodiad ther�in.
C?-1.9 BOND: The bond or bonds ar� the writt�n guarantee or
security furnished by the Contractor for th� prompt and
C1-1 (2)
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faithful performanc� oi the contract and include the
following;
a• Performanc� Bond
b- Payment Bond (see
c. Maintenance Bond
d. Proposal or Bid
to Bi3ders, Part
(see paragraph C3-3.7) ,
paragraph C3-3.7>
(see paragraph C3-3.7)
Security (see Special Instructions
A and C2-2.6)
C1-1.10 CONTRACT: The Contract is the.formal signed agreement
between the Owner and the Contractor covering the mutual
understanding of the two contracting parties about the project
to be completed under the Contract Documents.
C1-1.11 PLANS: The plans ar� the drawings or reproductions
therefrom made by thz Owner's representative showing in detail
the location, dimension and position of the various elements
of the project, including such profiles, typical
cross-sections, layout diagrams, working drawings, pr�liminary
drawings and such supplemental drawings as th� Own�r may issue
to clarify other drawings or for the purpose of showing
changes in the work h�reinafter authorized by the Owner. The
plans are usually bound separately from other parts of the
Contract Documents, but they are a part of the'Contract
Documents just as though they were bound therein.
C1-1.12 CITY: The City of Fort Worth, Texas, a municipal
� corporation, authorized and chartered under the Texas State
Statutes, acting by and through its governing body or its City
Manger, each of which is required by charter to perform
specific duties. Responsibility for final enforcement of
0 Contracts involving the City of Fort Worth is by Charter
vested in the City Manager. The terms City and Owner are
synonymous.
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C1-1.13 CITY COUNCIL: The duly elected and gualified
gov�rning 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
�+ City Manager of the City
authorized representative.
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officially appointed and authorized
of r^ort Worth, Texas, or his duly
C1-1.16 CITY ATTORNEY: The officially appointed City Attorney
of the City of Fort Worth, T�xas, or his duly authorized
representative.
Cl-1 (3)
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C1-1.17 DIRECTOR Or PUBLIC WORKS: The duly appointJd official
of tne City of Fort �orth, referred to in tne Charter as the
City Engin�er, or his duly authorized r�presentative.
C1-1.18 DIRLCTOR, CITY WATER DEPARTMENT• Tne duly appoint�d
Dir2ctor ot the City Water Deoartment of th� City or rort
Worth, Taxas, or his duly authorized reoresentative,
assistant, or agents.
C1-1.19 E?JGIN��R: Th� Dir�ctor of Public Works, the Dir�ctor
or tne rort Worth City Water Department, or their duly
authorized assistants, agents, engineers, inspectors, or
superintendents, acting� within the scope of the particular
duties entrust�d to them.
C1-I.20 CONTRACTOR: The person, persons, partnership,
company, firm, association, or corporation, entering into a
contract with the Owner for the execution of the work, acting
directly or through a duly authorized representative. A
sub-contractor is a person, firm, corporation, or others under
contract with tne principal contractor, supplying labor and
mat?rials or only labor, for work at the site of the project.
C1-1.21 SURETI�S: The Corporat� bodies which arz•bound by
such bonds are required with and for the Contractor. The
sureties engaged are to be fully r�sponsible for the entire
and satisfactory fulfillment of the Contract and fo� any and�:
a11 requir�ments as set forth in Lhe Contract Documents and
approv�d changes therzin.
C1-1.22 TH� WORK OR PROJECT: The completed work cont�mplated
in and covered by the Contract Documents, including but not
lim.ited to the furnishing of all labor, materials, tools,
equipment, and incidentals necessary to produc? a completed
and serviceable project.
Cl-I.23 WORKING DAY: A worki.ng _d�y is defined as a calen3ar
day, not including Saturdays, Sundays, and legal holidays, in
which the weather or other conditions not under the control of
the Contractor permit the perfor.�nance of the principal unit of
work for a p`riod of not less than sLven (7) hours be�we�n
7:00 a.m, an3 6:00 p.m., with exceptions as permitted in
paragraph C7-7.6.
C1-1.24 CALENDAR DAYS: A calendar day is any day of the w�ek
or month, no days being excepted.
C1-1.25 LEGAL HOLIDAYS: L`gal holidays shall b�
prescribed by the City Council of the City of Fort
o'aservance by City employ�?s as follows•
observ�d as ,
Worth for
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C1-1 (4)
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1.
2.
3.
4.
5.
6.
7.
8.
9.
New Year's Day
M. L. King, Jr. Birthday.
Memorial Day
Independence Day
Labor Day
Thanksgiving Day
Thanksgiving Fri3ay
Christmas Day
Such other days in lieu of
holidays as the City Council
may determine
January 1
Third Monday in January
Last Monday in May
Jul.y 4
First Monday in September
Fourth Thursday in November
Fourth Friday in vovember
December 25
When one of the above named holidays or a special holiday is
declared by the City Council, falls on Saturday, the holiday
shall be observzd on �he preceding Friday or if it falls on
Sunday, it shall be observed on the follo�aing �Ionday, by those
employees working on working day operations. Employees
working calendar day operations will consider the calendar
holiday as the holiday.
C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined
herein appear in Contract Documents, th� intent an3 meaning
shall be as follows: '
AASHTO - American Association of MGD - Million Gallons Per
Stat� Highway Transportation Day
�tzicials
ASCE - American Society of Civil CFS - Cubic Foot per
Enginzers Second
LAW - Ia Accordance With
ASTM - American Society of Min. - Minimum
Testing Materials Mono.- Monolithic
A'vVWA - American Wat�r Works $ - Percentum
Association R - Radius
ASA - American Standar3s Association I.D. - Inside Diameter
:iI - Hydraulic Institute O.D. - Outside
Asph.
Ave.
Blvd.
CI
CL
GI
Lin.
lb.
MH
Max.
- Asphalt
- Avenue
- Boulevard
- Cast Iron
- Center Line
- Galvanized Iron
- Linear or Lineal
- Pound
- Manhole
- Maximum
DiametPr
Elev.- Ele�ation
F - Fahrenhei�
C - C2ntigrade
In. - Inch
Ft. - Foot
St. - Street
CY - Cubic Yard
Yd. - Yard
SY - Square Yar3
L.F. - Linear Foot
D.I. - Ductile Iron
� _ Cl-1 (5)
C1-1.27 CHANGE ORDER: A"Cnange Order" is a written
supnlemental agreement betwe�n the Owner and the Contractor
c�vering some added or deducted ite��n or f�ature w:�ich may be
found necessary and which was not sp�ci�ically included in the
scope of the project on which bids were submitt�d. Incraase
in unit quantities state3 in the proposal are not the subject
matter of a Chaage Order unl�ss the increasz or decrease is
more than 25� of the amount of the particalar item or items in
the original proposal.
All "Change Orders" shall b� prepar�d by the City from
information as necessary furnished by the Contractor.
C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley
shall be defined as a street or alley having one of the
following types of wearing surfaces anplied over the natural
unimproved surface:
1. Any type of as�haltic concrete with or without
separate bas� mat�rial.
2. Any type of as�halt surface treat�nen�, not
including an oiled surface, with or without
separat� bas� mat�rial.
3. Brick, with or without separate base mat�rial.
4. Concrete, with or without separate bas? material.
5. Any combination of the abov�.
C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved strPet, all�y,
roadway or other surface is any area exce�ot those def ined
abo�e for "Paved Streets and Alleys."
C1-1.30 CITY STREETS: A ci�y street is defined as th3t area
bztween the right-of-way lines as the street is dedicated.
C1-1.31 ROADWAY:
oarallel lines two
(4') feet back of
exists.
The roadway is defined as the area betwean
(2') feet back of the curb lines or four
the av'rag� e3ge oF pav�:Rent wh�r� no cur'o
C1-1.32 GRAVEL STREET: � gr3vel str�et is any unpav�d str.Pet
to which has been added one or more applications of gravAi or
simil�r material other than th� natural mat�rial found on the
str�et surface before any i:n�rovem?nt was made. .
C1-1 (o)
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SECTI0�1 C - GENER�L CONDITIONS
C2-2 INTLRPRETATION AND
PREPARATZO[� OF PROPOSAL
l. SECTION C2-2 INTERPRETATION AND PREP?�RATION OF PROPOSAL
� C2-2.1 PROPOSA� rORM: The Owner will furnisn bidders with
proposal form, which will contain an itemized list o�' the
items oi work to be done or materials to be f urnished and upon
which bid prices are request?d. The Proposal form will state
� the 3i3der's general understanding of the proj�ct to be
� complet�d, provide a space.for furnishing the amount of bid
security, and stat� thz basis for entering into a formal
contract. The Owner will furnish forms for th� Bidder's
� "Experience Record," "Equipment Schedule," and "Financial
Statement," all of which must be properly execut=3 and filed
� with the Director of the City Water D�partment on� w��k prior
s to the hour for oneninq of bids.
, The financial statement required shall have b�en pr�pared by
�� an independent certified public accountant or an independent
public accountant holding a valid permit issu�d by an
appropriate state lic�nsing ag�ncy, and shall have• been so
prepared as to reflect the current financial status. This
� statem�nt must be current and not more than one (1) y�ar old.
In th? case that a bidding date falls within the tim� a new
�^ statement is being prepared, the previous statement shall be
updat�d by proper verification. Liquid assets in the amount
of ten (10�) percent of the estimated proj�ct cost will be
requir�d.
''� For an zxperience 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
magnitude as that of the project for which bids ar� to be
receiv�d, and such experience must have been on projects
�'► completed not more than �ive '(5) years prior to the date on
which ar� to be r�ceived. The Director of the Water
departm�nt shall be sole judge as to the acceptability of
experience for qualification to bid on any Fort Worth Water
� Department project.
The prospective bidder shall schedule the equipment he has
� available for the project and state that he wi11 rent such
additional equipment as may be required to complet� the
project on which he submits a bid.
� C2-2.2 INT�RPRETATION OF QUANTITIES: The quantities of work
and mat�rials to be furnished as may be listed in the proposal
I �J
C2-2(1)
�
forms or other part.� of �he ConLract Documznts will be
consider�d as ap�roximate only and wi11 be us�d ior the
ouroos� of comparing bids on a uniform basis. Paym�nt wi11 be
made tc� the Contractor for ozly t �e actual �uantities of wor'r.
perfor�ned r�r ma��rials furni�hed in strict accordance with tne
Contract Documents an3 Plans. The quantities of work to be
performed and mat�rials to be furnished :�nay be incraased or
decreased as herAinafter providzd, without in any way
invalidating the unit prices bid or any other r�quirements of
the Contract Docu��zt�.
C2-2.3 EXAMINAiION OF CONTR�CT DOCUMENTS AND SITE OF PROJECT:
Bidders are advis�d tha� the Contract Documents on file with
the Owner shall constitute a11 af the information which the
Owner will furnish. All additional in�ormation and data which
the owner will supply aiter promulgation of the formal
contract documents shall b� issued in the form of written
addenda and shall become part of the Contract Documents just
as though such ad3enda were actually writtzn into the original
Contract Documents.
Bidders ar � r?quir�d, prior to the filing of proposal, to read
and become familiar with the Contract Documents, to visit tha
site of the project and examine carefully all local
conditions, to inform themselves by their own independent
res�arch and investigations, tests, boring, and by such other
means as may be necassary to gain a complete knowledge of the:
conditions which will b� encountered during the construction
of the project. They must judge for themselves t:�e
difficulties of the work and al? attending circumstances
affecting the cost of doing the work or th� time r�qui��d for
its compl�tion, and obtain all infor�ation requir�d to make aa
intelligent proposal. No information given by the Owner or
any rzpresentative oF the Own�r other than that containzd in
the Contract Documents and officially promulgated ad3end�
ther�to, shall be binding ugon the Owa�r. Bidders sha11 rely
exclusiv�ly azd sol�ly _upon their own e�timates,
investigation, research, t�sts, explorations, �nd other 3ata
which are necessary for full and compl�te informa�ion upon
which the proposal is to be bas�d. It is mutually agree3 that
the submission of a proposal is prim3-Facie �vidence that th?
bidder has made the investigations, examinations and tests
herein required. Claims for additional comper.sation due to
variations between conditions actually encountered in
construction and as indicat�d in the Contract Documents will
not be allowed.
Tne logs of Soil 3orings, if any, showing on tha plans ar� for
gen2ral information only and may not be correct. �Ieith�r thA
C2-2(2)
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Owner nor the Engin�er guarantee that the data shown is
representativa of conditions which actually exist,
C2-2.4 SUBMITTING Or rROPOSAL: The Bidd=r shall submit his
� Proposal on the form furnish�d by the Owner. AlI blan�c spaces
applicable to th� project contained in the form shall be
�' correctly filled in and th� Bidder shall state the prices,
,J written in ink in both words and numerals, for which h�
proposes to do th� work contemplat�d or iurnish� the mat=rials
reguired. A11 such pric�s shall be writt�n legibly. In case
� of discrepancy between the price writte� in words and the
price writtzn in numerals, the pric� most advantageous to the
City shall govern.
� If a proposal is submittzd by an individual, his or h�r name
must be signed by him (her} or his iher) duly authorized agent.
If a proposal is submitted by a firm, association, or
� partnership, the name and address of each member must be
given, and th� proposal must be signed by a member of the
firm, association, or partnership, or by a parson duly
("j authorized. If a proposal is submitted by a company or
�j corporation, the company or corporate nam� and business
addr�ss must be giv�n, and the proposal signed by an official
or duly authorized agent. The corporate seal must be affix�d.
� P ower of Attorn�y authorizing agents or others to sign
proposal must be prop�rly certified and must be in writing and
� submitted with th� proposal.
C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if
they show any alt�ra�ion of words or figures, additions not
called for, conditional or uncalled for alternate bids,
� incomplete bids, �rasur=s, or irregularit'ies of any kind, or
contain unbalance value of any items. Proposal t�ndered or
� delivered after the ofiicial time designated for receipt of
proposal shall be returned to the Bidder unopened.
� C2-2.6 BID SECURITY: No proposal wi11 be considered unless it
is accompanied by a�"Proposal Security" of the character and
� in the amount indicat�d in the "Notice to Bidders" and the
"Proposal." The Bid Security is required by the Owner as
evidence of good faith on the part or the Bidder, and by way
� of a guaranty that if awarded the contract, the Bidder will
within the r�quir�d time execute a formal contract and furnish
� the required performance and other bonds. The bid security of
the three lowest bidders will be retained until the contract
is awarded or oth�r disposition is mad� th�reof. Tnz bid
� s�curity of all other bidd�rs may be r�turned promptly after
the canvass oi bids.
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C2-2(3)
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C2-2.7 DELIVLRY OF PROPOSAL: No proposal wi11 be consi3er2d
unless i� is dalivered, a�ccompanied by its proper Bi3
Szcurity, to th� Ciyy Manag�r or his repr�s�nLativ� in the
official place o� busia?ss as set fortn in tne "iJ�tic� to
Bidders." It is th� Bi3d�r's sole responsi�ility to d?liver
the �roposal at �h� prooer ti�e to tne proper p1ac�. The mere
f act that a oroposal was dispatcne3 wi11 not be consider�3.
The 3idd�r a�ust hav� th� proposal actually deliv�r�d. �ach
�roposal sha11 be in a seale3 envelope plainly �ark�d with the
word "PROPQSAL," and th? nam� or d�scription of tne projzct as
d�signate3 in th� "Notice to 3idders." Tne envelope shall be
ad3ressed to th2 City Manager, City Ha11, Fort v�orth, Texas.
C2-2.8 WITHDRAWING PROPQSALS: Proposals actually £il�d with
the City Managsr cannot b� withdrawn prior to the timz set for
opening proposals. A r�quest for non-consideration of a
pr000sal must be nad� in writing, addressad to the City
Manager, and filed with him prior to the time set for tha
opening of proposals. Aft?r all proposals not requ�sted for
non-consideration ar� opened and publicly read aloud, the
proposals for which non-consid�ration requests have been
properly filed may, at the option of the Own�r, be r�turn�d
unopened.
C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may
modify his pro�osal by tel�graphic communica�ion a� any time
prior to the tim` set For opening proposals, provided such
telegraphic communication is received by the ��ity Manager
prior to the said proposal opening time, and provid�d further,
tr�at the City Manager is satisfied that a written and duly
autnenticated confirmation of such telegraphic communication
over th� signaLure of th� bidder was mailed prior to th�
proposal opening time. If such confirmation is not received
within forty-eight (48) hours after the pr000sal opening time,
no iurther consideration will be given to the proposal.
C2-2.10 PUBLIC OPENING OF-PRO�OSAL: �Proposals which
properly file3 and For which no "Non-consid�ration
has been received wi11 be publicly opened and r��;
the �ity Manager or his authorize3 representative at
and place indicated in the "Notice to Bidders." Al1
which havz b�en open�d an3 read will remain on file
Owner until the contract has been awarded. Bidder�
authorized representatives are invitzd to be presen
opening cf bids.
hav� been
Request"
aloud by
the time
proposala
with the
or �heir
: f or the
C2-2.11 IRREGULAR PROPOSALS: Proposals shall be consid�re3 as
being "Irregular" if they snow any omissions, alte.rations of
form, additions, or condi�ions not called for, unauthoriz�d
alternate bids, or irregularities of any kind. How�ve.r, the
C2-2(4)
W
�
Owner reserves th� right to waive any and all irregularities
�, and to make t�e award of the contract to the best interest of
the City. Tendering a proposal after the closing hour is an
irregularity which cannot be waive3.
C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be
L: disqualified and thair proposals not considered for any of,
but not limitzd to, the Following r�ason:
� a. Reasons for believing that collusion exists among
bidders.
� b. Reasonabl? grounds for believing that any bidder is
interested in more than on� proposal for work
'� contemplat�d.
j
c. The bidder being interestzd in any litigation
against tne Owner or wherz thz Owner may have a
� claim against or be engaged in litigation against
tne bidder.
�? �3. The bidder being in arrears on any existing contract
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 makz.
g. Uncompleted work which, in the judgment of 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 oi pr000sals the
following:
('
1. Financial Statement showing the financial
condition of the bidder as specified in Part
"A" - Speci3l Instructions.
2. A current expzrience record showing especially
the projects of a nature similar to the one
under consideration, which have been
successfully completed by the Bi3der.
3. An equipment schedule showing the equipment
the bidder has available for use on the
project.
� The Bid Proposal of a bidder who, in the judgm�nt of the
Engineer, is disqualified under the req�sirements stated
aherein, shall be set aside and not opened.
�
�
C2-2(S)
� --
�
L�J
PART C - GENERAL CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS:
� C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been
opened and read aloud, the pronosals wi11 be tabulated on the
r.,� basis of the quoted prices, the quantities shown in the
proposal, and the application of such formulas or other
methods of bringing item-s to a common basis as may be
established in the Contract Documents,
L The total obtained by taking the sum of the products oi unit
prices quoted and the estimated quantitias plus any lump sum
items and such other quoted amounts as may enter into the cost
� of the completed project will be considered as the amount of
the bid.
� Until the award of the contract is made by the Owner, the
right will be reserved to reject any or all proDosals and
waive technicalities, to re-advertise for new proposals, or to
� proceed with the work in any manner as maybe considered for
the best interest of the Owner.
�"
�"
��
�
�
L�
� -
C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner,
upon request, complete and accurate information regarding
actual work performed by a Minority Business Enterprisz (MBE)
and or a a Woman-owned Business Enterprise (WBE) on the
contract and the payment therefor. Contractor further agrees,
upon request by Owner, to allow and audit and/or an
examination 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 w.ill be grounds for termination of the contract and for
initiating any action under appropriate federal, state or
local laws and ordinances relating to false statements;
further, any such misrepresentation may be grounds for
disqualification of Contractor 3t Owner's discretion for
bidding on future Contracts with the Owner for a period of
time of not less than six (6) months.
C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall
comply with Current City Ordinance prohibiting discrimination
in employment practices.
C3-3 (1)
The Contractor shall post the required notice to that �ffect
on th� project sit�, and, at his rzquest, will be provided
assistanc? by the Ci�y of For� �orth's Equal Emnloym�n�
Offic?r who will r�fer any gua�iti�d applicant he may .zave on
file in his office to the Contractor. Appronriate notices may
be acquir�d from th� Equal Employment Officer.
C3-3.4 WITHDRAWAL OF �ROPOSALS: After a proposal has been
read by the �wner it c3nnot be withdrawn by the Bidder within
forty-five (45) days after the date on which the pronosals
wer� opene3.
C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to
withholdfinal action on the proposals for a reasonabl� ti�e,
not to excee3 forty-five (45) days after tne date of opening
proposals, and in no event will an award be made until after
investig3tions have been made as to the r�s�onsibility of the
proposed awar3e�.•.
The award of the contract, if an award is made, will be to the
lowest and best responsible bidder.
The aw�r3 of the contract shall not '�ecom� effective until the
Owner has notified the Contractor in writing of such award.
C3-3.6 RETURN OF PROPOSAL SECliRITIES: As soon as propose3
pric� totals have been determined for comparison of bids, the
Owner may, at its discretion, return the proposal security
which accompaniP3 the proposals which, in its judgment, would
not be considered �or the award. A11 oth�r proposal
securities, usually those oz the three lowest bidders, wi11 be
retained by the Owner until the required contract has been
executed and bond fu�nished or the Owner has othArwise
diaposed of the bids, after which they will be r�turned by the
City Secretary.
C3-3.7 BONDS: With the ex�c.ution and delivery of the Contract
Documents, the Contractor shall furnish to, and file with the
Owner in the amounts herein require3, the following bonds:
a. PERFORMANCE BOND: A good an3 sufficient
performance bond in an amount not less than 100
pe.rcent of the amount o� the contract, as evi3enced
by th� proposal tabulation or otherwise,
guaranteeing the full and faithful execution of the
work and pzrformance of the contract, and for the
protection of the Owner and all other persons
against damage by r?ason of negligence �f thz
Contractor, or improper execution of the work or
the �sse of inf�ri�r mat�riaZs. This performance
C3-3 (2)
�
4�;
f`R
��
,
:�
�
! *,
bond shall. guarantee the payment for all labor,
�r�at�rials, equipment, supplies, and services used
in the construction of the wor;c, and shall rernain
in fu11 force and effect until provisions as above
stipulated are accomplished and final payment is
made on the project by the City.
b. MAINTENANCE BOND: A good and sufficient
maintenanc� bond, in the amount of not l�ss than
100 percent of the amount of the contract, as
evidenced by tne proposal tabulation or otherwis�,
guaranteeing the prompt, full and faithful
p�rformance of the qeneral guaranty which is set
forth in paragraph C8-8.10.
c. PAYMENT BOND: A good and sufficient payment bond,
in an amount not less than 100 percent of the
amount oi the contract, as evidenced by the
proposal tabulation or otherwise, guaranteeing the
prompt, full and faithful 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 v�rsion thereof,
supplying labor and materials in the pros�cution of
the work provided for in the contract being
construct?d under these specifications. Payment
Bond shaZi remain in force until all payments as
above stipulated are made.
d. OTHER BONDS: Such other bonds as may be required
by these Contract Documents shall be furnished by
the Contractor.
No sureties will be accepted by the Owner which ar� at the
� time in default or delinquent on any bonds or which are
interested in any litigation against the owner. All bonds
� shall bz made on the forms furxus.hed by_ the Ownar and shall be
executed by an approved surety company doing business in the
- City of Fort Worth, Texas, and which is acceptable to the
owner. In order to be acceptable, the name of the surety
� shall bz included on the current U.S. Treasury list�of
acceptable sureties, and the amount of bond written by any one
acceptable company shall not exceed the amount shown on the
� Treasury list for that company. Each bond shall be properly
executed by both the Contractor and Surety Company.
� Should
at any
to tha
�
�
any surety on the contract be determined unsatisfactory
time by the Owner, notice will be given the Contractor
: effect and the Contractor shall immediately provide a
C3-3 (3)
ne�a surzty satisfactory to the Owner, vo pay��nt will be ma3e
und�r the contract until �h� n�w surety or �ureties, as
r?quired, hav� qualifi�d and 'nav� been acce�ted by the Owner.
The contract shall no� b� o��ra�ive nor will any payments be
due or paid until approval of tne bonds by the Owner.
C3-3.8 EXECUTION Or CONTRACT: kTithin ten (10) da�s aTter the
Owner has by appropriate resolution, or oth�rwise, awarded th�
contract, the Contractor s:�all executa and file with tne Owner
the Contract and such bonds as nay be requir�d in �he Contract
Docum�nts,
No contract shall be-bindin.g.upon the owner until it nas been
attested by ths City Secretary, approve3 as to form and
legality by tne City Attorney, and exQcuted for tha Own�r by
either the Mayor or City Manager.
C3-3.9 FAILURL TO EXECUTE CONTR.ACT: Th� failure of the
Awardee to execute thz required bond or bcnds or to sign the
r�quir`d contract within ten (10) days a�t�r the con�r�ct is
awarded shall be considered by the Owner as an abandonment of
his proposal, and the Owner may annul th� Award. By r=_ason of
the uncertain�y of the mar!cet prices or mat�rial an3 labor,
and it bei:�g impracticabl� an3 diffic�llt to accurately
determine the amount of damagas occuring to thz �wner by
reason of said awardee'S failnre to execute said bonds and
contract within ten (10) days, the proposal security
accompanying the proposal shall be the agr�e3 amount of
damages which Owner will suffer by reason of such f3ilure on
th� par� of the Awar3ee and shall thzr�upon i.�nm�diately be
forfeit�d to the Owner.
Th' filing of a proposal wi11 be consider�d as an acceptance
of this provision by the Bidder.
C3-3.10 BEGINNING WORK: The Contractor shall not commence
work until authorized in writing to do so by tne Owner.
Should the Contractor fail to commenc� work at the si�� or the
project within th� time stipulated in ths written
authorization usually termed the "Work Ord�r" or "Proceed
Order", it is agreed th�t the Sur�ty �ompany will, wiLhin ten
(10) days after the commence:nent date set forth in such
written authorization, co�nmznce the physical �xecution of the
cont.ract.
C3-3.11 INSURANCE: The Contractor shall not commence work
under this contract until h� has obtained a11 th•_= insurancz
r�quired under t:�e Contract Documents, and such iasurance has
b�sn approved by the Owner. Th� prime Contractor shall be
responsible for delivering to the Owner th� sub-contractors'
C3-3 (4)
�
l�
�
�
�
a
�
�
�
certif.icate of insurance for approval. The prime contractoc
sha11 indicate on the certificate of insuranc� included in the
documents for ex�cution w�etner or not his insurance covers
sub-contractors. I= is the intention of the Own�r that the
insurance coverag� r�quir�d herein shall include the coveragP
of all sub-contractors.
a. COMPENSATION INSURANCE: The Contractor sf�all
maintain, during the life of this contract,
Wor;cers' Compensation Insu.ranc� on �11 of his
employe_s to be engaged in work on the�oroject
under tnis contract, and for all sub-contracto.rs.
In case any class of employees engaged in hazardous
wor� on tl�e pro�ject under this contract is not
protected und�r the Workers' �ompensation Statute,
the Contractor shall provide adequat� e��nployer'a
genera.L liability insurance for the protection of
such oL his employees not so protected.
b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The
�ontractor shall procure an3 shall maintain �during
the life of this contract Contractor's
Comprehensive General Liability Insurance (Public
Liability and Property Damag� Insurance) in an
amount not less than $500,00� covering each
occurrence on account of bodily injury, including
death, and in a� amount not less than $500,000
coverir�g each occurrence on account oF property
damagQ with $2,000,000 umbr�lla 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
iortii for public liability and prooerty damage, the
f�llowing insurance:
�
fJ
f�l
1.
2.
3.
4.
Contingent Liability (covers G�neral
Contractor's Liability for acts of
sub-contractors).
Blasting, prior to any blasting being done.
Collapse of buildings or structurzs a3jacent
to exca�ation (if excavations are to be
performed ad�acent to same).
Damage to underground utilities f_or $500,000.
�
LJ
C3-3 (5)
� -.
5.
C�
Builder's risk (where above-qround structures
are involved). .
Contractual Liability (covers all
ind?mnification raquir�ments of Contract).
d, AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
DAMAGE: The �ontractor shall procure and maintain,
during th� life of this Contract, Comprehensive
Automo'oile LiabiZity insuranca in an amount not
less than $250,000 for injuries including
accidental death to any one person and subj�ct to
the same limit for each person an amount not less
than $500,000 on account of one accident, an3
� automobile property damag� insurance in an amount
not less than $100,000.
e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The
insuranc? required under the above paragraphs shall
provide a3eguate protection for the Contractor and
his sub-contractors, respectively, against damage
claims which may arise from operations under this
contract, whether such operations be by th� insured
or by anyone directly or indirectly employe3 by
him, an3 also against any of the f"ollowing s�ecial
hazards which may be encountered in the performance
of the Contract.
f. PROOF OF CARRIAGE OF INSURANCE: The Contractor
shall furnish the Owner with satisfactory proof oi
coverage by insurance required in these �ontract
Documents in amounts and by carri�rs satisfactory
to the Own�r. (Sample attached.> All insurance
requirements made upon the Contractor shall apply
to the sub-contractor, should the Prime
Contractor's inssrance not cover the
sub-contractor's work oparations.
g. LOCAL AGENT FOR INSURANCE AND BONDING: The
insurance and bonding companies with whom the
Contractor's insurance and performance, nay:n�nt,
mainteaance and alI such other bonds are writt�n
sha11 be r�prese:�ted by an agent or 3gents having
an office located within the city limits of the
C3-3 (6)
,
�i
LJ
�.,, City oi r^ort wor��z, Tarr3nt County, T�xas. Fach
suc:z ag�r.F sha11 be a 3�zly qualifisd, one uoon whom
service oi �roces� ;nay be had, and must have
, authority an3 power to act on behalf o.f tne
insurance azd/or bonding company to negotiate and
L= settle wi�h the City o� ror` Worth, or ar�y other
clai�nar�L, any r_laims that the City of r^ort �Vorth or
� other clai,-n?nt or any prog�rty owner who has been
damag�d, may hav� against Lhe Contractor,
insurance, and/or bonding company. If the local
� insurance r�pr�sentativ� is not so empower�d by the
� insurance or bcnding compani?s, then such authority
` must be v�s��d in a locat ag�n�� or claims officer
residing in ti7a i�i�tropl�x, the rort Wortn-Dailas
� area. The name of the agent or ag?ats shall be set
� forth on a11 oF such bon3s and certificates of
insurance.
C3-3.12 CONTRACTOR'S OBLIGATIONS: Und�r tiie Contract, the
C�ntractor sha11 pay ior all matarials, labor and servic�s
when du�.
C3-3.13 WEEKLY PAYROLL: A certified.cooy of �ach payroll
covering payment of wag"�J to al1 p�rson engage3 in work .on the
projec� at the site of th� oroject shall be furnished to the
Cwner's re�r�sentativ� wi�hi�z saven (7) days after the close
of each oayrol� p�rioa. :� =ogy or copies of the applicable
minimum wage rat�s as s�t :�r�h in �'r:� Contract Documents
shall be kept posted i� a conspicuous ��?ace at the si�e of the
proj�ct at a11 times during the cours� of the Contract.
Copies of the wage rat�s will oe furnis'�e3 the Contractor, by
the �wn�r; however, oos`ing and prot��tion of � he-c�z�ga rat�s
shall be the r�s�oi�si'aiiity of th� Con;.ractor.
� C3-3.14 CONTRACTOR'S CGNTRACT ADMINISTRATION: �ny Contractor,
whether a p�rson, p�rsons, partn�rshi�, company, firm,
association, corooration or other wno is approve3 to do
}'� busin�ss with and enters into a contract with th� City for
construction of wat�r 3nd/or sanitary szwer facilities, will
have or shall ?stablish s fully on�ra�ional business office
within the Fort Wort'n-Dallas metr000litaa ar�=_a. The
� Contractor shall charg�, ��lega�e, or assign this offic� (or
h: ma� delegate his project Sap�rintendent> with full
autnority to transact all busin�7s ac�iona required i.n the
� ��rformance of the Contract. This local authority shall be
ma3� rasponsible to act ior tiie Contractor in all mattzrs
pertaizi�g to t'n� work gov_rned b� tl�� Contract whether it b�
�' admir_istrative or otn�rsaise an3 a� such sha11 �� �mpoware3,
. t'�li1S C���.?33t�C�' 311Q C�1� ?Ct?C�' � t7 SP..`_�l� d� 1 IRr3.t�rial, labor Or
ot;��r �xpenditure�, a11 claims agains t �he wcrk o.r any other
L
C3-3 (7)
' --
matter associatz3 suc'n as maintai�in� a3equate an3 aopropriatz
insurance or security cov�rage for the pro�ect. Suc�z local
authority for administration oF the work under �he Cont.ract
sha11 be maintained until all business transactions executed
as part of the C�ntract are complGt�.
Should the Contractor's principal base of operations b� other
than in the r^ort Worth-Da11as m�tropolitan area, notificatioz
of the Contractor's assignm�nt of local authority shall be
made in writing to the Engineer in advance o= any work on the
project, all appropriat�ly signed an3 seale3, 3s applicable,
by the Contractor's responsible offic�rs with the
understanding that this �ritten assignment of authority to a
local representative shall become part of the project Contract
as though bound dir�ctly into �he project documents. The
inten� of these r�quirements is that all matt�rs associated
with th2 Contractor's administration, whether it be ori�ntzd
in furtil�ring the work, or oth�r, be governed direct by 1oca1
authority. This same requir=_ment is imposed on insurancz and
sur?ty coverag?. Should the Contractor's local representative
Fail to perform to the satisfaction of Engi�eer, the Engineer,
at his sole discr�tion, may demand that such local
representative be rzplaced and the Engineer may, at his sole
discr�tion, stop a11 work until a new local a•uthority
satisfactory to the Engineer is assigned. No cr�dit of
working time wi11 be for periods in which work stoppages are
in effect for this rzason. �.
C3-3.15 VENU�: V�nue of any action hereinunder shall be
exclusively in Tarrant County, T�xas.
C3-3 (8)
�J
lJ
��
�� SECTION C4-4 SCOPE OF WORK
PART C - GENERAL CON�I'rI0[�S
C4-4 SCOPE OF WORK
� C4-4.1 INT�NT OF CONTRACT DOCUMENTS: It is the deiini��
int�ntion of thzse Contract nocum�nts to provid� for a
completn, useful project which th� Contractor undertakes to
construct or furnish, all in full compliance with the
� r�quir=_ments and int�nt of th� Con=ract Documents. It is
d�finitely und�rstood that the Contractor'shall do all work as
provided for in the Contract Documents, sha11 do all =xtra or
'. so�cial work as may be considered by the Owner as neczssary to
� comnlet� the project in a satisfactory and acceptabl� manner.
Th� Contractor sha11, unless otherwise specifically stated in
� thes� �ontract Documents, furnish a11 labor, tools, materials,
machinery, equipment, special services, and incidentals
neeessary to the prosecution and completion of the project.
� C4-4.2 SPECIAL PROVISIONS: Should any work or conditions
which are not thoroughly an3 sa�isi3ctorily stip��lated or
coverzd by General or Special Conditions of these Cantract
Docurnents be anticipated, or should thers be any additional
�, proposed work which is not covered by thesz �ontract
Documents, then "Sp�cial Provisions" covering all such work
� will be prepare3 by the Owner previous to the time or
receiving bids or pronosals for such wor;c and furnish�� to the
Bidd�r in th� form of Addenda. A1? such "Special Provisions"
� shail be consid�red to be a part of the Contract �ecunents
just as th�ugh they were originally written therein,
C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner res2rves
� th� right to alter the quantities of the work to be p�rformed
or to e�tend or shorten the improvements at any time wh�n and
as found to be n�cessary, and the Contractor shall perform the
� work as alt�red, incr�as`d or decreased at the unit �orices.
Such increased or decreased quantity shall not be more than 25
parcent of the contemplat�d quantity of such it�m or it�ms.
When such changes incr�ase or decrease the original quantity
� of any it�m or items of work to be done or materials to be
furnishsd r�y the 25 p�rcent 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 tne
work above or below the 25 parcent of the original quantity
stat'd in the pro�osal; suca r�vised consi3eration to be
�s det�rmin`d by special agre�ment or as h�reinafter provid�d for
"Ex.tra WorK." �10 aZlowancs will be mads for any c'nanges in
anticipat�d profits nor shall such changes be consid�r�d as
W
' . �4-4 (1)
waiving or invalidati�g aay conditions or pr�visions of the
Contract Documents.
Variations in quantiti�s of sanitary s`��r oine� iz depth
ca�egcries, shall b� int�rpr��ed ,i�r?in as ap�lying t� tn�
overall quaatities or sanitar� s�wer pioe in each pipe size,
:�ut not to the various depth catagori�s.
�4-4.4 ALTE RATIO�v OF CONTRACT DOCUMENTS: By Change Order, the
Owner reserves the right to ma�a such change.s in the Contract
Documents and in the charact�� or quantities of the work as
may 'oe necessary or des_irable to insure compl:�tion in the mos t
�atisfactory manner, provid�d such chang?s do nat mat�rially
�1tez the original ;:ontract Documeats or chang? the general
na�ure �f tne project as a w�o1e. Such changes sha11 not be
consi3ere3 as waiving o.r invalidating any condition or
orovision of the Contract Docum�nts.
C4-4.5 EXTRA WORK: Additional wor;� �nade necessary by c:�anges
and al�?ra�ions oE the Lontract �ocuments or oE quantities or
for othzr r�asons f�r which no prices ar� pr�vided ia tha
Contract Documents, shall be d�fine3 as "Extra Wor�c" and shall
be p�rformed by the Contractor in ac�o.rdance with these
Contract �ocuments or ap��roved addi�ions t'nereto; �ro�ide3,
howev�r, that bePore any extra work is begun a"Change O.rder"
shall be executed or written order issusd by th� Own`r to do
the work for payments or credi�s as shall be det�rmined by one
or mor� combination of the foliowi�g m��thods: �
a.
�
Unit bid price previously approved.
An agreed l sznp sum,
c. Tne actual zeas�nabl? cost �f (1) labor, (2) r�;�t�l
of equipment used on th? ex�ra work fcr the time so
use3 at Ass�ciated tseneral Contractors oF Am��ica
current equiy�ment rental rates; (3) materials
entering perman�ntly into the project, and (�)
actual cost of iasuranc�, bond�, and social
security a5 detzrmin�d by the Owner, plus a fix�d
fee to 'oe 3greed u�on bu� not to �xce�d 10� of tne
actual �ost of s�scn ex=ra work. The fixed f�e is
not t�� include any ad�3itio�al prof it to the
Cont.ractor for r�ntal �f �qui�ment own�d �y him and
used For t'ne extra work. The f�e sha11 be full and
complatP cornpens.3ti�n t� cov�r the cost �E
sup=_rintendence, over�e3d, otne.r prof.it, genersl
and a11 oth�r �x��ns� not izcluded ia (1), (2),
(3), and (4) a'�ov�. The Contractor sha11 t:eeA
accurate cost racords oc� th� ��rm atzd i� th� metnod
C4-� (2)
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sugg�st�d ny th� Owner and s::all giv� tha ��wn�r
access to all accounts, hill�, vouch�rs, an3
r�cords relating to th� Extra wor'�c.
NO ��Change OrdBZ'� snall tiJ2CORlA ��fectiv� L1Ilt1.l Lt has �een
approved and signed by ea�h of tne Contracting parties.
No clai� for �xtra �Tork oF any kind
;� or3ered in writing by th� Owner.
instructions, ei�her oral or written,
to involve Extra Wor�: for w�zich
� compensation, he shall �naka written
� For written ord�rs aut'norizing such
beginning such wor�c.
will be allow`d unl�ss
In �ase any ord:rs or
appear to the Contractor
h� s'nouZ3 rec�iva
raqu�s� to thz Engineer
Extra Work, prior to
� Should a differ`nc? arise as to what does or does not
constitut� Extra Work, or as to th? �aymer.t th��reof, an3 ths
Engineer insists uoan its performance, =he Lontractor sha11
� proceed with the work aft�r making �rritten request ior writt�n
orders and shall k�eo an accurate account of the actual
reasonable cost th�r�oi a� provided undzr metho3 (Item C).
� Claims �or extra wor� will not b� pai3 unl?ss �he Contractor
sha11 file his claim with the Own�r within fiv� (5) days
bzfore the tim? For making the first esti_rnat� after su•ch wor'�c
� is done and unless �he c13im is sup�oorted by s3ti�Factory
vouchers and certified payrolls covering a11 labor and
materials expen3ed upon t'7� said Extra v�ork.
� The Contractor shall Lurnish the �wn�r such installation
• records of all d�viations irom the original Contract ��cumen�s
aa may be necessary to enabl? the Owner to nrnpar= for
p�rmanent recor3 a correctad set of �lans showing the actual
� installati�n. �
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The comp�naation agreed upon for 'extra wor�' whetl1er or not
iniit.istz3 by a'change ord�r' shall be a full, connl�t� and
final payment Por all cost� �ontractor i:�ctir� as 3 r:?S11t. or
relating to the change or �xtra work, whether said costs ara
kr.own, unknown, for�seen �r unforeseen at tnat tim?, inclsdizg
wit:�out limitation, any costs for d�lay, �xtended ov=rh=a�3,
ripple or impact cost, or any oth�r �f.f�ct on chan3�3 or
unchang�d work as a r�sslt or ti7� c'lan�3? or ex�.rz ��or'�.
C�-4.6 SCHEDULE OF OPERATIONS: B�for� commencing any w�r�c
Q und�r thi5 contract, the Contractor shall submi� to th� Ownar
and rZCP]. J? �i1� �Wil�r � 3 c3��rOV31 ther�of � 3 ��SCCI?C�lll? Oi
Op�ra�ioas," showing by a s�raight lin� meth�d the 3ate of
� commencing and finishi_^.g ?a�h of the major elez�ents o� t�e
contract. Tn�re sl.zall b2 al�� silow,� '�he estimated mont:�ly
�' COjt Of WOriC fOC W�'11C�1 a3�1[113t?S 3r? t� be ��i����`.�c�. `I'h2�?
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:.4-4 ( 3 )
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sha11 be presented also a comL�osite granh showing the
an�icioat�d progr�ss of construction withh th� time being
01o���d horizontally and tne percentag� oi r�m��letion plott�d
vzrtically. The or�gress cnarts sha11 be pr`pared on 8-1/2" x
11" saee�s and at 1Jast fiv� blac� or b1u� line prints s�all
be �srni�hed to th� Own�r.
C4-4.7 PROGRESS SCHEDULES FOR WATER P.ND SEWER PLANT
FACILITIES: �Titnin ten (10) days prior to submission of
fir�t monthly progress �ayment, th� Contractor shall
prepar� and submic to �he Owner for approval six copies of
the schedule in �ahich the Contractor proposes to carr� on
the work, the 3ate of which he will s�art th� several major
activi�ies (including procur�ment of materials, plans, and
equipm'nt) and the contemplated 3atzs for co�pleting the
sa��n�..The schedule shall be in the form of a tim� schedule
Cri�ical Path Method {CPM) nstwork diagram. As tne work
progr�sses, the Contractor shall ant=r on the di37ram the
actual orogress at the end of each pa.r�ial paym�nt p�riod
or at such intervals as 3irected by the Engineer. The
Contractor shall also revise the schedule to reflect any
a3just.m�nts in contract time a�proved �y the Engineer.
Thre� copi�s of the updated scheduie shall be delivered at
such izt�rvals as 3ir�ctzd by the Owner. '
As a:ninimum, the construction schedul� sha11 incorporate
al1 work �iements and activities indicat2d in the proposal
and in the technical specifications.
Prior to the final drafting of the 3etailed constr�action
sch�dule, the Contractor shall revi�w the 3raft sch�dule
with tae �ngineer to ensure the Contractor's un3erstanding
of tn� contract .r�quir?ments.
The ��11owi:�g gui��li;�es shall be adher�d to in pr�oari�g
the construction schedule:
a. Milsst�ne da�es aad final proj�ct compl�tion
3at�s sha11 be 3�veloped to conf�rm t� time
constraizts, sequencing r�quirements a:�d
comoletion time.
b. The construction proces� shall be diJided into
activi�ies with ti.me durations oi approximat�ly
iourt�e� (14) days and construction values n�t to
�xce�3 $50,000. Fabrication, d�livery and
ssbmi`ta1 activities ar� exc��tions to thi5
gui3zline.
C4-� (4)
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� c. ru�a�ions .�'�a11 �__ i-� �alan3ar days a:z�3 normal
hoiida� s an3 �7?3 �(1 =C condi =ions over th? dur 3tio-�
oi the contracc sh�ll �s accounted for wit:ni� t�e
duration of each �cti�aity.
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d. One critical ?at'� shall be shown �n the
construction sch�dul�.
e. r^loat tilne is 3��in�d aa the a�ount of �ime
'Q�tween th� earli�:�� �tart 3ate and th? latest
start dat� of a c�aiz of a�tivities of the CPM
constru�tion scn�3�si�. Float tim� is not for the
exclusive use or ��n��i� of either tne Con�.ractor
or t'ne �wn�r.
f. Thirty days s'r.all �? use3 for submittal r�view
unl�ss otherwis� s��ciLi?d.
Tne construction schedula ;ha11 as a minimum bz di�ided
into gen�ral �ategories as �ndicat�d in th� Proposal and
Technical SDeci�ications a:nd nac� general cat�gory shall be
brok�n down in'�o activi�i�; in enough 3?�ail to achieve
activities of approximat=l� �our`��n (14) days duration.
For each general category, �he construction schedule shall
identify al1 tra3?s or aubcontracts whose work is
rjpr�s�nt?d by a�tiviti�s �hat follow the guid�lines of
this Section.
For `ac� of tne trades or �sbcontracts, thA con�truction
� schedul? sha11 indicat� �z� following �rocur�ment�,
constructi.�n a�3 preacc`��_nc� activities an3 ev�nt� i:�
their logi��al sequenc� for �?�11�f�:�n� and mat�rials.
� 1.
2.
r
3.
Fr��aration and tr.ans�i��al of subcnittals.
Subrni`tal revi�w p�rio:s.
Shoo fa�rica�ion and d�liv�ri.
4. Er�ction or installatio^.
� 5.
a �.
�'t 7.
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Transmittal of ma�sf3c�.sr�r's o�eration an3
mainte�ancA instructior.s.
Install?d equi�mE_nt an3 r�at�rials t�sting.
Own�r's op�rator instruc`_�on (it a�nlica'oi�).
Final insp�ction.
�_=�-� ; � )
9. O�erational ��s�i�g.
l�. rinal inspection.
If, in the o�izion oi the �wner, work accompli�hed falls
behind t'nat sch?duled, th? Contrac�or shall take such
action as necessary te improve hi:� progr?ss. In addition,
the Owner ma� requira the �.on�ractor to submit a rsvised
s�hedule d�:aonstratiag his �rograln an3 pr000se3 nlan co
ma�e u� lag in sch?duled progress and to i�sur� com�l��ion
oF the work within the contract time. If the �wner finds
th� �r000sed plan not accepta�l�, ha cnay requir` the
Contractor to increas� t'ne wor;c forc�, the c�nstructi��n
olant and equip�nent, tn� num��r of work snifts or the
ove�time operations without addiLional cost to thz Owner.
Failure of the Contractor to comply �i�h thes� r�quir�m�nts
shall be considere3 groun3s for 3�t�rmina�ion by tize Owner
that t'ne Contractor is failing to �rose�ute thz work :�ith
such diligenc•a as wi11 insure its compl��ion witnin the
time s�ecified.
C4-� (5)
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FART C - GENERAL
C5-5 CONTROL OF
MATERIALS
SECTION C5-5 CONTROL OF WORK AND MATERIALS
CONDITIONS
WORR AND
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
arise as to the quality and acceptability of materials
furnished, work performed, rate of progress of the work,
overall sequence of the construction, interpretation of the
Contract Documents, acceptable fulfillment of the contract,
compensation, mutual rights between Contractor and Owner under
these 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, or the safety precaution and programs incident
thereto, and he will not be responsible for Contractor's
failure to perform the work in accordance with the.contract
documents.
He shall determine the amount and quality of the work
completed and materials furnished, and his decisions and
estimates shall be final. His estimates in such event shall
be a condition to the right of th� Contractor to receive monay
due him under the Contract. The Owner shall have executive
authority to enforce and make effective such necessary
decisions and orders as the Contractor fails to carry out
promptly.
In the event of any dispute between the Engineer and
Contractor over the decision of the Engineer on any such
matters, the Engineer must, within a reasonable tim�, upon
written request of the Con�ractor, render and deliver to both
the Owner and Contrac tor, a written decision on the matter in
controversy.�
C5-5.2 CONFORMITY WITH PLANS: The finished project in all
cases shall conform with lines, grades, cross-sections,
finish, and dimensions shown on the plans or any other
requirements otherwise described in the Contract Docum�nts.
Any deviation from the approved Contract Documents required by
the Engineer during construction will in all cases b�
determined by the Engin�er and authorized by the Owner by
Change Order.
C5-5 (1)
C5-5.3 COORDINATION OF CONT�ACT DOCUM�NTS: Tne Con.tract
Documen�s ar� madz u� o� s���ra1 ��ctions�, wnich, taken
togetz�r, ar� inter.ded to describe and orovidz ior a complat�
and useiul project, and any r�quir=_ments aopearing in on� of
the sections is as �inding as though it occurred in all
sections. In case of discr�pancies, iigured dimension snall
govern over scalpd dimensi�ns, plans shall govern over
specifications, spacial conditior.s shall govern ov�r general
conditions and standard sp�ciLications, and quantities shown
on the plans shall govern ov�r `nos� shown in t1� proposal.
The Contractor shall not tak� advantag� of any appar�nt error
or omission in the Contract Documer�ts, and the Owner shall be
permitt?d to maka such corr�ctions or interprztations as may
be 3eemed necessary fcr the fulfillm�nL of the intent of th�
Contract Documents. Iz the ev�nt tha Contractor discov�rs an
apparent error or discrepancy, he shall imm�diately call this
condition to the attzntion of the �ngin�er. In the event of a
conflict in t�e drawings, sp�ci�ications, or other portions of
the Contract Documents which wer� not reported prior to the
award of Contract, the ConLractor shall be deem�d to havz
quot�d the most �xpznsive resolution of the conflict.
C5-5.4 COOPERATION Or CONT��CTOR: The Contractor•will be
furnished with three sets ot tne Contract Documents and shall
hav� available on the site of tne proj�ct at alI �imes one set
of such Contract Documents.
The Contract shall give t� �h� wor� the constant
nacessary to facilitat� tn� progress th�reoi
cooperate with th� Engin�e_, nis inspector,
Contractors in ev�ry possi�le way.
attention
and shall
and other
The Contractor shall at all times hav? comp�tent personn�l
available to the project sit� for prop�r performaace of the
work. The Contractor shall provide azd maiatain at aIl ti�es
at the site of the project a competent, English-speaking
superintendent and an assis�ant who ara fully authorized to
act as the Contractor's agent on the work. Such
superinten3�nt and his assistant shall b� capable of reading
and understanding the Contract Documents and s�all receive and
fulfill instruc�ions from the Owner, the Engin�er, or his
authorized representatives. Pursuant to tnis responsibility
of the Contractor, the Contractor shall designats in writing
to the project sup�rintenden1, to act as the Contractor's
agent on tn� work. Such assistant project superintendent
shall b� a r�sident ot Tarrant Councy, T?xas and shall be
subject to call, as is the proj�ct Superintendent, at any time
of the day or night on any 3a� of t;�� wez'�c on which the
Engin��r d�termines tnat cir�umstances r�quir= the presence on
tize project site oF a ra�r�s�ntativ� of the Contractor to
CS-� (2)
Y
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� adequat�ly provid
traveling nublic or
project extends or
project routing.
e f�r the sai�ty or convenienc� of the
the own�rs oi property across which the
th� safety of property contiguous to the
Tne Contractor sha11 provid� all facilities to enable the
� Enginezr and his ins�ector to �xamine and inspect the
workmansnip and materials ent�ring into the work.
t,,,� C5-5.5 EMERGENCY AN�/OR RECTIFICATION WORK: w�en, in th:
opinion of the Owner or Engin?=_r, a condition of emergency
exists related to any �art of the work, the Contractor, or the
Contractor through :�is designated renres�ntative, shall
r?spond with dispatch to a verbal r�quest made by t:�e Ownsr or
Engineer to alleviate thz em�rgency condition. Such a
respons� shall occur day or night, wheth�r the project is
scheduled on a calpndar-3ay or on a working-day basis.
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Should the Contr�ctor fail to respond to a re�uzst from the
Engineer t� rectify any discrzpancies, omissions, or
corrections necessary to conform with the requir�ments of the
project specifications or plans, th� Engine�r shall give the
Contractor writtzn notics that such work or changes are to be
performed. The written notice sha11 direct attention to the
discrepant condition and request the �.ontractor to take
remedial action to correct th� condition. In t:�e event the
Contractor does not take positive steps to fuliill this
written request, or does not show just cause for not taking
the proper action, within 24 hours, the City may tak� ssch
remedial action with City forces or by contract. The City
shall then deduct an amount equal to the entir� costs for such
remedial action, plus 25$, from any funds due th� Contractor
on the project.
C5-5.6 FIELD OFFICE: The Contractor shall provide, at no
extra compensation, 3n adequat� field office for use of the
Engineer, if soecifically call=d For. The field office shall
be not less than 10 by 14 feet in floor ar�a, substantially
constructed,, well 'neated, air conditioned, light�d, and
weathzr-proof, so that documents will not be damaged by the
elzments.
CS-5.7 CONSTRUCTION STAKES: The City, through its Engin�er,
� wi11 furnish the Contractor with all lines, gradss, and
mea5ur�ments necessary to the proper prosecution and control
of the work contracted for undar these Contract Docum?nts, and
� lines, grades and mzasur�:n�:�t� will 5� established by �m�ans of
stakes or oth�r custolnary mathod of marking as �nay be f�und
consist�nt with good practic�.
�
� C5-5 ( 3 )
These stak�s or mar'�ings shall
of construction oo�ration� to
markings as may b� establishe
guidanc� sna11 be preserved by
,
be set sufficiently in advance
avoid delay. Such stakes or
d for the Contractor's us� or
the Contractor until he i�
authoriz�d �y the �zgi��er to remove them. Whenev?r, in the
opinion of t'ne Engineer, any stakes or mar:{ings hav� been
car?les�ly or .willfully d?stroyed, disturbed, or removed oy
th� Contractor or any of nis employe?s, thz full cost of
replacing such stakes or mar�s plus 25� will be charged
against the Contractor, and tn� full amoun� will be deducted
from pay;m�nt due th� Contractor.
C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City
Inspectors will be aut'noriz?d to inspect all work done and to
be don� and all materials furnishe3. Sucn izspection may
extend to all or any part of the work, and the preoaration or
manufacturing of the mat�rials to be use3 or equipment to be
installed. A City Inspector may be stationed on the work to
report to th� Lngineer as to the progr�ss of the work and the
manner in ��hich it is being performed, to report any evidence
that the mat�rials being furnished or the wark being periormed
by the Contractor fails to fulfill tn� requirements of the
Contract Documents, and to call the attentiofl of the
Contractor to any such failure or other infringements. Such
inspection or lack of inspection wi11 not relieve t'ne
Contractor from any obligation to perform the wor'� in
accordance with the requirements of the Contract �ocuments.
In case �f any dispute arising batween the Contractor and the
City Inspector as to the materials or equipment furnished or
th� manner of performing the work, the �ity Inspector will
have authority to reject matzrials or �quipmeat to suspend
work until the question at issue can be referred to and be
decided py the Engin�er. The City Iaspector will not,
however, be authorize3 to revoke, altez, =_nlarge, or release
any requirement �f these Contzact Documents, nor to aoprove or
accept any portion or section of the work, nor to issue any
instructions contrary to che r�quirements of the Contract
Documents. H� will in no case act as sup�rintend�nt or
foreman or,perform any oth�r duties for the Contracto.r, or
interfere with the management or operation of_ the work. He
will not accept from the Contr�.ctor any compensation in any
torm for perf�rming any duties. The Contractor shall regard
and ob�y the dirnctions and instructions oi the City Inspector
or Enginear when the same are consistent �aitii the obligati�ns
of ths Contract Docurnents, providPd, howev�r, should the
Contractor object �o any orders or ins�ru�tions of th� City
Inspector, Lhe Contractor may within six days make written
app�al to the �,ngine�r for nis decision on the matter in
controversy.
C5-5 (4)
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� C�-5.9 INSPECTION: The Contr3ctor s�al1 furnish th� Engineer
wit:� ev�ry r�=_asonable facility for asc�rtaining wh�ther or not
th� work as oerforrned i; in accordanc� wi`h the rzquirements
�f the Contract �ocuments. If� t:�e Engin�?r so requests, the
�.: Contractor shall, at any tim� b�fore acceptance of the work,
r�move or uncov�r such portion of th� finished work as may be
�1 3ir=_cted. Aft�r �xamination, the Contractor shall restore
! said portions of the work to the standard required by the
Contract �ocum2nts.
� Should the wor� expos�3 or examined prove ac;.eptable, the
� uncovering or removing and replacing of the cov�ring or making
, good of the parts removed sha11 be pai3 for as extra work, but
shoul3 be work so �xposed or examined grov� to be
� unacceptable, the uncov�ring or r�moving and the r?placing of
all adjacent d�fective or damagec� parts sha11 be at the
� Contractor's expense. No wor:{ sha11 be done or mat�rials used
without suitable supervision or insp�ction.
� CS-5.10 REMOVAL OF DEFECTIVE AND UNAUT�ORIZ�D WORK: All work,
matQrials, or �quipment which has been rejecte3 shall be
r�medied or r=mov�d and r�placed in an acceptable manner by
tne Contractor at his own expens�. Work done beyond t�iz lin�s
and grades given or as shown on the plans, excent as herein
� specifically provided, or any Extra Work done without written
authority, will be consider�d as unauthorized and done at the .
� �xpease of the Contractor and will not be paid for by the
Owner. Work so done may b� ordered removed at the
Contractor's expense. Upon th� failure on the part of the
Contractor to comply with any ord�r of the Engineer made und�r
� the orovisions of this paragraph, th� Engineer will.hay.e the ____
authority to cause det�ctive work to be remedied or removed
and reQlaced and unautiz�riz�d work to be remove3, and the cost
� tner�of :nay ba de3ucted fr�m any .money due or to become due to
t�e Contractor. Faiiure to require tha removal of any
det�ctive or unauthoriz�d work shall not constitute acceptance
� of such works.
CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the
Specifications, law, ordinanc�, codas or regulations permit
�, Contractor to furnish or use a substitute that is equal to any
material or equipm�nt specified, and if Cont.ractor wishes to
furnish or use a proposzd substitute, he shall, prior to the
� preconstruction conference, make written application to
ENGItvEER for approval o� such substit�ste certifying i� writing
that the proposed subsLitute will perForm adequately the
� functions ca11?d ��r by th�� ge�eral 3esign, b� similar an3 of
equal substance to tha� specifie3 and 'ae suited to the sam�
use and capable of performing the same function as t'nat
snecified; and id�ntifying ail variations of the proposed
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a__ C5-5 (5)
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substitute from that sp�cified and indicating a�ailabl�
maintenan�e servic�.� No 3llOSt1tl1L� shall be ord�red or
installed withou� th� writt�n,approval o� Engin�er who will be
the judge of tne equality and may requir� Con�ractor to
furnish sucn other da�a about the pro�osed substitut� as.h�
considers pertine�t. No subsLitute shall be ord�red or
installed witnout such p�rformance guarantee and bonds as
Owner nay requir� whic:� shall be furnishec� at Contractor's
expense. Con�ractor snall indemnify and 'nold har:nl�sa Owner
and Engineer and anyone directly or indirectly employed by
either of them from and against the claims, d3mages, losses
and expenses (including attorneys fees) arising out ot the use
of substituted mat�rials or equipment.
C5-5.12 SAMPLES AND TESTS OR MATERIALS: Wher�, in the opinion
ot the Engineer, or as ca11�d for in t�z Con�ract Documents,
tests of materials or equipmen� are necnssary, such t�sts will
be made at th� expens� of and paid for direct to th� t�sting
agency by the Own�r unless oth�rwisz specifically provid�d.
The failure of the Owner to make any tests of mat�rials shall
be in no way relieve the Contractor oi his r�s�onsibiiity of
furnishing materials and equipment fully confor�ing to th�
requir�ments of th� Contract Documents. Tests and sampling of
materials, unless oth�rwise spe�ified, will bz madP in
accordance with the latest m�tnods prescribed by the American
Society for Testing �Iat=_rials or soecific requir�m�:�ts of thz
Own�r. The Contractor shall provide such facili"tiea as the
Engineer may require for collecting and forwarding sampl�s and
shall not, without specific written permission of the
Engineer, usP the materials represent�d by the sampl?s until
tests hav` beea made and the mat�rials approved for use. The
Contractor will furnisil adequat� samples without charge to the
Owner.
In case of concre�e, the aggr�gates, design minimum, and th�
mixing and transporting equi�-ment shall be approv�d by the
Engineer befor� any concr�t� is place3, and ths Contactor
shall b� responsible for replacing any concret� which do�s not
meet the requirements of the Contract Docum�nts. T�sts shall
be made at Ieast 9 days prior to the placing or concret�,
usiag samples fr�m the same a�gregat�, cement, and mortar
which are to be us�d later in the concret�. Should the source
of supply change, new t�sts shal2 be ma3e prior to th� use of
the n�w materials.
C5-5.13 STORAGF OF MATERIALS: Al1 mat�rials which
used in the construction oper3tion sh311 be s�ora
insure the pres�rvation of the quality and fitness o�
When directed by the Engine�.r, th�y s:�all b� p1ac=d
platforms or other har3, clean durable surfaces and
C5-5 (6)
ar� to be
d so as to
the wor'�c,
on wooden
no� on th�
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ground, and shall be placed under cover when dir�ct?d. Stored
mat�rials shall b� placed and located so as to facilitate
prompt inspection.
CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and
dimensions snown on the P1ans relativ� to �xisting u�ilities
ar� baszd on the b�st information available. Omission from, or
f' the inclusion of utility locations on the Plans is not to be
consid�red as the nonexistence of, or a definite location of,
existing underground utilicies. The location of many gas
mains, water mains, conduits, sewer lines and service lines
� for all utilities, etc., is unknawn to� the Owner, and the
Own�r assunes no responsibility for failure to show any or all
such structures and utilities on th� plans or to show them in
� tn�ir exact location. It is mutually agreed that such failure
will not oe considered sufficient basis for claims for
additional compensation for Extra Work or for increasi�g thz
r' pay quantiti�s in any manner whatsoev?r, u�less an obstruction
encountsred is such as to nec�ssitate changes in the lines and
grades of consid�rable magnitude or requires the building of
� special works, ?rovision for which i� not made in the Contract
�,,� Documents, in which case the provision in t:�ese Contract
Documenta for Extra Work snall appli. .
� It shall be the Contractors r�sponsibility to verify locations
of adjacent and/or conflicting utilities sufficiently in-
� a3va:�c� of construction in order that he may negotiate such
local adjustments as nec�ssary in the construction process to
provid� adequat� clearances. The Contractor sha11 take all
necessary precautions in order to protect a11 �xisting
utilities, struc�ures and service lines. Verification of
�,, existing utilities, structures and service lines shall include
notification of all u�ility companizs at least forty eight
� (48) hours in advance of construction including exploratory
�xcavation if aecessary. All verification of existing
utilities and their adjustment shall be considere3 as
� subsidiary work.
�5-5.15 INTERRUPTION OF SERVICE:
a. Normal Prosecution: In the normal prosectuion of
� work where the int=rruLotion of service is nec�ssary,
the Contractflr, at least 24 hours in advance, shall
� be r�quir�d to:
1. Notify tlie Wat�r Department's Distribution
� Division as to location, tim?, and schedule of
service interruption.
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� -- C5-S (7)
2. Notify �ach customer oersonally through
responsible personnel as to tim� and schedule
�f the interruption of their service, or
3. In the event that personal notification of a
customer cannot be made, a prepared tag form
sha11 be attached to the customer's entrance
door kr_ob. The tag shall be durable in
composition, and in large bold type shall say:
"NOTICE"
Due to Jtility Improvement in
your neighborhood, your (water)
(sewer) service will be inter-
rupted on between
the hours of and .
This inconvenience will be as
shor-� as possible.
Thank you, ,
Contractor
Addr�ss Phone
b. Emerqency: In the event that an unforeseen service
interruption occurs, notice shall b� as above,but
immediat?.
C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through
acts or neglect on the part oF the Contractor, any other
�ontractor or any sub-contractor shall suffYr loss or damage
on the work, the Contractor agr�es to settie with such otner
Contractor or sub-contractor 'oy agreement or arbitration. If
such otner Contractor or sub-contractor shall assert any claim
against the Own�r on account of any damage alleged to have
been sustained, the Own�r will notify the Contractor, who
shall indemnify and save harmless the �wner against any such
claim.
C5-5.17 CLEAN-UP: Clean-up of surplus and/or wast� mat�rials
accumulated on the job site during the prosecution of the work
under these Contract �ocuments sha11 be 3ccomplished in
keeping with a daily routin� established to the th�
satisfaction of the Engineer. Tw�nty-fours fours after
written no�ice i� given to the Contractor that the clean-up on
the job si'�� is �rocee3ing in a manner unsatisfactory to the
Engineer, ii�the Contractor fails to correct the
C5-5 (8)
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� unsatisfactory procedure the Cit ma
, y y take such direct action
as the Engineer d��ms aopropriate to correct the clean-up
, deficiencies cited to the Contractor in the writt�n notice,
�� and the costs of such direct action, plus 25� of such costs,
sha11 be deducted from moni�s due or to become due to the
Contractor.
� Upon the completion of the project as a whole as covered by
these Contract Documents, and befor� �inal acceptance and
� final payment will be ma3e, the Contractor shall clean and
remove from the site of the proje.ct 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
u condition equal to that which originally existed. Surplus and
wa5te mat=rials removed from th? site of the work shall be
disposed of at locations satisfactory to the Engineer. The
� Contractor shall thoroughly cl�an all equipment and materials
installed by him an3 shall deliv�r over �uch materials and
equipment in a bright, clean, polished and naw appearing
� condition. No zxtra comp�nsation will be made to the
, Contractor for any clzan-up requir�d on thA project.
� C5-5.18 FINAL INSPECTION: When2ver the work provided for in
� and contemplated under the Contract Documents has been
satisfactorily completed and final cleanup performed, the
Engineer will notify tne proper officials of the Owner and
o rsquest that the Final inspection be :na3e. Such inspection
will be made within 10 days after such notification. After
such final inspection, if the wor;c and mat�.rials and equipment
a are found satisfactory, the Contractor will be notified in
writing of the acceptance of the same aftzr the proper
resolution has been passed by the City Council. No tims
� charge will be made against the Contractor between said date
of notification of the Enginear and the date of final
inspection of the work.
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� unsatisfac�ory procedur_, the Cit ma
_ � y y�ake such direct action
as the Engine�r d�ems aopropriatz to correct the clean-up
deficiencies cit�d to the Contractor in the writt�n notice,
� and the costs of such direct action, plus 25� of such costs,
shall be deducted from moni�s due or to become due to the
Contractor.
� Upon the completion of the project as a whole as cover�d b
Y
these Contract Documents, and b?for� final acceptance and
� final payment will be ma32, the Contractor shall clean and
remova from the.site of the proje.ct a11_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 equal to that which originally ?xisted. Surplus and
waste mat�rials removed from th? site of the work shall be
disposed of at locations satisfactory to the Engineer. The
p Contractor shall thoroughly clean all equipment and materials
installed by him and shall d�liv�r over such mate.rials and
equipment in a bright, clean, po?ished and n�w appearing
� condition. No extra comp�nsation will be made to the
Contractor for any clzan-up requir�d on the project.
� C5-5.18 FINAL INSPECTION: Whenever the work provided for in
and contemplated under the Con�ract Documents has been
satisfactorily completed and final cleanup performed, the
Engineer will notify tn� proper officials of the Owner and
� request that the Final inspection be :na3e. Such inspection
- will be made within IO days after such notification. After
such final inspection, if the work and mat�.rials and equipment
ar� found satisfactory, the Contractor will be notified in
� writing of the acceptance of the same after the proper
resolution has been passed by the City Council. No time
� charge will be made against the Contractor between said data
of notif ication of th� Enginear an3 the date of f inal
inspection of the work.
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PART C - GENER?�L CONDITIONS
C6-6 LLGAL R�LATIONS AND PUBLIC
RESPONSIBILITY
SECTION C6-6 LLG � RELATION� AND PUBLIC RESPONSI3ILITY
C6-6.Z LAWS TO B� OBSERVED: Th� Contractor shall at all times
observ� and comply with all Federal and State Laws and City
ordinanc�s and r�gulations which in any way affect th� conduct
of th� work or his operations, and shall observe and comply
with all orders, laws, ordinanc�s and regulations which exist
or whicn may bA enacted-later by bodies having jurisdiction or
authority for such enactment. IJo pl�a oz misunderstanding or
ignorance ther�of will b� consider��. T:�� Contractor and his
Sur�ti�s shall indemnify and save harmless the City and all of
its ofric�rs, agents, and employees against any and all claims
or lia�ility arising from or bas�d on the violation of any
such law, ordinance, regulation, or ordzr, wneth�r it be by
himseli or his employ�es.
C6-6.2 PERMITS AND �ICENSyS: The Con*�ractor shall �rocur� all
�i permits and lic�nses, pay all c�arges, costs and fees, and
giv� a11 notices necessary and incid�nt to the due anci lawful
� prosecution of the work.
C6-6.3 PAT�NT�D DEVICES, MATERIALS AND PROC�SSES: Ii the
r Contrac�or is required or desire� to use any design, device,
material, or process covered by letter, patent, or copyright,
he 5ha11 provid� for such use by su�table legal agreement with
the patentee or owner of such patent, letter, or copyrighted
� design. It is mutually agreed and undzrstood that without
exception the contract prices shall include all royalti�s or
cost arising from patents, trade-marks, and copy rights in any
� way involv�d in the work. The Contractor and his sureties
shall indemnify and save harmless th� Owner from any and a11
claims for infringem�nt by reason of th� use of any such
� patent�d design, device, mat�rial or process, or any
trade-mark or copy right in conn�ction with the work agreed to
be performed under these Contract Documents, and shall
ind�mnify the Owner for any cost, expense, or damage which it
may be obligzd to pay by reason of such infringem�nt at any
L.� time during the prosecution of the work or aft�r completion of
the worx, provided, however, that th� Owner will assume th�
� responsibility to defend any and a11 suits brought for the
infring�m�nt oi any patent claime3 Lo b� infring�d upon by the
design, typ� or cons`ruction or matzrial or �quipm�nt
� specifi=_d in �he Contract Docum�nts furnisned the Contractor
by the Owner, and to hold the Contractor harmless on account
of such suits.
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C6-6 (1>
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C6-6.4 SANITARY PROVISIONS: The Contractor shall �stablish �
and enforc� among his employees such regulations in regard to
c1?anliness and disposal of garbage and waste as wi11 tend to '�
prevent the inception and spread of infectious or contagious
diseases and to erfectively pr�vent the creation of a nuisance
about th� work on any property either public or private, and
such regulations as ar� required by Law shall be put into �`�
immediate force and effect by the Contractor. Th� necessary ��
sanitary conveni�nces for use of laborers on the work,
properly secluded.from publ.ic observation, shall be �
constructed and maintained by the Contractor and their use
shall be strictly enforced by the Contractor. Al1 such
facilities shall^be kept in a clean and sanitary condition, �
free fram objectionable odors so as not to cause a nuisance.
All sanitary law5 and regulations of the State of Texas and
the City shall be strictly complied with.
C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment U
stored about the work shall be so placed an3 us?d, and the
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 i5 required to maintain at all times a11 �:�ases-of �
his work in such a manner as not to impair th� saf�ty or
convenience of the public, including, but not limited to, safe :
and convenient ingr�ss and egr�ss to property contiguous to "
the work area. The Contractor shall make adequate provisions ��
to render reasonable ingress and egress ror normal vehicular ca
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
other means of providing proper ingress and egr�ss for the
prop�rty served by the driveway as the Engineer may approve as �
appropriate. Such other means may include the diversion of
driveway traffic, with soecific �pproval by the Engineer. If
diversion of traffic is approved by the Engine�r aL any
location, the Contractor shall make arrangemen�s satisfactory �
to the Engineer at any location, the Contractor shall make
arrangements satisfactory to the Engine�r for the diversion of
traffic, and shall, at his own expense, nrovide all materials �
and perform all wor;c necessary For the construction and
maintenance of roadways and bridges for such diversion of
traffic. Sidswalks must not be obstructed except by special �
permission of the Engineer.
The materials excavatz3 and the construction materials such as
pipe used in the construction of the w�rk sha11 be plac�d so �
as not to endanger the work or prevent free access to all fire
hydrants, fire alarm boxes, police call boxes, wat�r valves,
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C6-6 (2)
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� gas valves, or manholzs in the vicinity. The Owner reserves
the rignt to remedy any n�glect on the part of the Contractor
as regards to public conv�nience and safety which may come to
its attention, after twenty-four hours notice in writing to
�° the Contractor, save in cases of emergency when it shall have
the right to rem�dy any neglect without notice, and in �ither
� case, the cost of such work done or materials furnished by the
Own�r or by th� City sha11 be deducted from monies due or to
beco;m� du� to the Contractor.
� The Contractor, after ap�roval of the Engineer, shall notify
the Fir� Department Headquarters, Traffic Engineer, and Police
� Departm�nt, when any street or all�y is requested to be closed
or obstructed or any fire hydrant is to be ma3e inaccessible,
and, wnen so dir�cted by the Engineer, shall keep any street,
streets, or highways in condition for unobstructed use by fire
r' apparatus. The Contractor shall promptly notify the Fire
Departm�nt Aeadquarters when all such obstructed streets,
alleys, or hydrants ar? again plac�d back in service.
�,j Where the Contractor is required to construct temporary
bridges or make other arrangements for crossing over ditches
a or streams, his responsibility for accidents in conn�etion
with such crossings shall include the roadway approaches as
well as the structur�s of such crossings.
� The Contractor sha11 at all times conduct his operation and
the use of construction machin�ry so as not to damage or
destroy trees and shrubs located in close proximity to or on
the site of the work. Wherever any such damage may be done,
j�,, the Contractor shall immediately satisfy all claims of
property owners, and no payment will be made by the Owner in
� settlem�nt of such claims. The Contractor shall file with the
Engineer a written statement showing all such claims adjusted.
C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND
� RIGHT-OF-WAY: ror the performance of the contract, the
Contractor will be permitted to use and occupy such portions
of the public streets and alleys, or oth�r public places or
other rights-of-way as provided.for in the ordinances of th�
�, City, as shown in the Contract Documents, or as may be
specifically authorized in writing by th� Engineer. A
� reasonable amount of tools, materials, and equipment for
construction purposes may be stored in such space, but no more
than is necessary to avoid delay in the construction
ooerations. Excavated and wast� materials shall be pil�d or
� stack�d in such a way as not to interfere with the use of
spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
QIf the street is occupied by railway tracks, the work sha11 be
� C6-6 (3)
carri�d on in such manner as not to interr�r� with the
operation of trains, loading or unloading of cars, etc, Other
contrac�ors o_ the Ownar may,,for all purposes r�quired ny the
contrac�, ent=_r upon the work and premises used by the
Contractor and shall be provided all r�asonable facilities and
assistancs for the completion of adjoining work. Any
additional grounds desired by the Contractor for his use shall
be provided by him at his own cost and expense.
C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any
right-of-way of any railway, the City will secure the
necessary eas�ment for the work. Where the railway tracks are
to be crossed, the Contractor shall observe all the
regulations and instructions of the railway company as to the
methods of performing the work and take all precautions for
safety of property and the public. N�gotiations with the
railway compani�s for permits shall be don� by and through the
City. Ths Contractor shall give the City notice not less than
five days prior to th� time of his intentions to begin work on
tnat portion of th� project which is related to the railway
properties. The Contractor will not be given extra or
additional compensation for such railway crossings unlass
specifically s�t forth in the Contract Documents. -
C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is
carried on in or adjacent to any s�reet, alley, or public
place, the Contractor shall at his own �xpense furnish, er�ct,
and maintain such barricades, fences, lights and danger
signals, shall provide such watchmen, and shall tak� all such
other precautionary measures for the protection of persons or
property and of the work as are necessary. Barricades and
fences shall be painted in a color that will be visible at
night. From sunset to sunrise the Contractor shall furnish
and maintain at Ieast one easily visible burning 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
being maintain?d. The Contractor shall furnis� watchmen and
keep them at their respective assignments in sufficient
numbers to prot�ct the work and prevent accident or damage.
All installations and procedures shall 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 "Sta�e of T'xas Uniform Act Regulating
Traffic on Highways", codified as Article 6701d Veron's Civil
Statutes, pertinent sections being Section Nos. 27, 29, 30 and
31.
C6-6 (4)
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The Contractor will not rsmove any regulatory sign,
instructional sign, street name sign, ar other sign which has
been er�cted by the City. If it is det�rmined that a sign
must be removed to permit r�quir�d cons�ruction, the
Contractor shall contact th� Transportation and Public Works
department, �igns and Markings Division (phone number
8780-8075), to remove the sign. In the case of regulatory
signs, the Contractor must replac� the permanent sign with a
temporary sign m�eting th� requir�rc.ents o� the above
referenc�d manual and such temporary sign must be installed
prior to thz removal of the permanent.sign. If the t�mporary
sign is not installed correctly or iz it does no� meet th e
required specifications, the per�nan�nt sign shall be lzft in
p�ace until the ter.zporary sign requir�msnts are met. When
construction work is completzd to the extent that the
permanent sign can be re-installed, th� Contractor shall again
contac� the Signs and Markings Division to re-install the
perman�nt sign and shall leav� his t=mporary sign in plac e
until such r�-installation is compl�t�d.
�
: The Contractor will be held r�sponsiblA for all damage to the
work or the public due to failure of barricades,. signs,
fences, lights, or watchmen to protect them. W:�enev`r
�� evidence is found of such damage to the work the Engineer may
order the damaged portion immediately remove3 and rzplaczd by
� the Con�ractor at the Contractor's own expense. The
Contractor's r�sponsibility for the �r�aintenance of barricades,
signs, fences and lights, and for providing watchmen sh all not
c ease until the project shall havz been completed and accepted
� by the Owner.
No compensation, except as specifically provided in these
� Contract Documents, will be paid to the Contractor for th e
work and mat�rials involv�d in the constructing, providing,
and maintaining of barrica3es, signs, r�nces, and lights or
� for salaries of watchmen, for th� subsequent removal and
disposal of such barricades, signs, or for any other
incidentals necessary for th? prop�r protection, saf=ty, and
convenience of the public during th� contract p�riod, as this
work is considered to be subsidiary to the several items for
�► which unit or lump sum prices ar� rzqu�sted in tn� Pr�posal.
� �6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the
Contractor elect to use explosiv�s, drop weight, etc., in the
prosecution of the work, th� u�most car: shall be exercised at
� a11 times so as not to endanger lif� or prop�rty. The
Contractor shall notify the prope� representativ� of any
public service corporation, any company, individual, or
utility, and the Own�r, not less than twenty-four hours in
L
' C6-6 (5)
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advance of the us= of any activi�y which might damage or
endanger their or his property along or adjacent to the work.
Whera the use of explosives is to be permitted on th� project,
as specifi�d in the Special Contract Documents, or the use of
explosives is requ�s��d, the Con:ractor sha11 submit notice to
the Engineer in wri�ing twenty-four hours prior to commencing
and shall furnish evid�nce that he has insurance coverage to
protect against any damages and/or injuries arising out of
such use of exalosiv=s.
All claims arising out of thz use of explosives shall be
investigatzd azd a written report made by the Contractor's
insurers to the Engineer within ten (10) days after receipt of
written notice of tn� claim to tne Contractor f rom eitner the
City or the claimant. The City shall proceed to give notice
to the Contractor oi any such claim._ The use of explosives
may be suspended by the Engineer if aay complaint is received
and such use shal.l not be r�sumed until the cause of the
complaint has been address�d.
Whenever explosives are stored or kept, they shall be stored
in a safe and secure manner and all storage places shall be
plainly marked "DANJEROUS EXPLOSIVES" and shall be under`the
care of a competent watchman at all times. All vehicles_.in
which explosives ara being transported shall be plainly marked
as mention�d above and shall, insofar as possible, not use
heavy traffic routes.
C6-6.10 WORR WITHIN EASEMENTS: Where the work passes over,
through, or into private property, the Own=r 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 considere3 necessary by the
Contractor sha11 be provided by him at his own expense. Such
additional rights-of-way or work .arAa shall be acquired for
the benefit of the City. The City shall be notified in
writing as to the rights so acquired before work begins in the
affectzd area. The Contractor sha11 not enter upon orivate
property for any purpose without having previously obtained
permission from the owner of such property. The Contractor
will not be allowed to store equipment or material on private
property unless and until the specif�e3 approval of the
property owner has been secured in writing by the Contractor
and a copy furnish=d to the Engineer. Unless specifically
provided otherwise, the Contractor shall clear all
rights-of-way or easements of ob�tructions which must be
removed to make possible proper prosecution of the wor� as a
part of the project construction operations. .Th� Contractor
shall be responsibl� for the preservation of and shall use
C6-6 (6)
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�r every precaution to pr�vent d�mage to all trees, shrubbery,
plants, lawns, fences, culverts, curbing, and all other types
of structures or improvemen�s, to all water, szwer, and gas
lines, to all conduits, ovzrhead pole lines, or appurt�nances
� thereof, including the construction of ter�oorary fences, and
to al1 other public or private property along adjacent to the
work.
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The Contractor shall notify the proper representatives of
owners or occupants of public or private lands or interest in
lands which migh t be aff �cted 'oy the work. Such notice shall
be made at least 48 hours in advancz of the beginning of the
work. Notices shall be applicable to botii public and private
utility companies or any corporation, company, individual, or
other, either as owners or occupants, whose land or interest
in land might affected by the work. Tne Contractor shall be
responsible for all damage or injur� to property of any
charact�r resulting from any act, omission, n�glect, or
misconduct in the manner or metho3 or execution of the work,
or at any time due to defective work, material, or equipment.
When and where any direct or indir�cL or injury is done to
public or private prop�rty on account of any act, amission,
neglect, or misconduct in the execution of the work, or in
consequence of the non-execution thereoz on the �art of the
Contractor, he shall restore or hav� restored at his own cost
and expense such property to a condi=ion at least equal to
that ?xisting befare such damag? or injury was done, by
repairing, rebuilding, or otherwise replacing and restoring as
may be directed by the Owner, or h� shall make good such
damages or injury in a mannzr acceptable to the owner of the
property and the Engineer.
� All f�ncas encountered and removed during construction of
this project shall be restored to the original or a better
than original condition upon completion of this project.
When wire fencing, either wire mesh or barb�d wire is to be
�' crossed, the Contractor shall set cross braced posts on
either side of o�rmanent easement befor� the fence is cut.
Should additional fence cuts be necessary, the Contractor
shall provide cross braced posts at point of the proposed
L, cut in ad3ition to the cross braced posts provid�d at the
permanent easements limits, befor� the fence is cut.
� Temporary fencing shall be erected in placz of the f�ncing
removsd whenever the work is not in progress an3 when the
site is vacated overnight, and/or at all times to prevent
� liv�stock from entering the canstruction area. The cost for
fence removal, temp orary closures and raplac�ment shall be
subsidiary to the various items bid in the project
V
C6-6 (7)
8 --
�roposal. Therafore, no saparate oa�ment sha11 b� allowed
for any service as��ciat�d with this wor�.
In case of failure on the part of �he Contractor to restore
such prop�rLy to mak� good such 3amag� or injury, the Owner
may, upon 48 hour written noticz un3�r ordi�ary circumstanczs,
and witnout notics wh�n a nuisanc� or hazardous condition
r�sults, oroce�d to r�pair, rebuild, �r otherwise restore such
property as may be determined by th� Own�r to be necessary,
and tne cost therzby will be d�duct?d from any monies due or
to become du? �o the Contractor und�r this Contract.
C6-6.11 INDEPENDENT CONTRACTOR: I: is understood and agr�ed
by the oarties he.r�to that Contractor shal� p�rform a11 work
and services hereun3er as an in3epend�nt contractor, and not
as an officer, agent, servanL or �mployee of the Owner.
Contractor shall have exclusiv� contral of and the exclusive
right to control the details of �11 the work and services
performz3 hereund�r, and a11 ��rsons p'rforming same, and
snall be solely respansibl� ior the acts and omissions of its
offic�rs, agents, servant�, Pmaloyees, contractors,
subcontractors, licznsees and invitees. The doctrine of
respondeat superior sha11 not a�p1y as between Owner and
Contractor, its offic�rs, agents, em�loyee�, contractors and
subcontractors, and nothing herain shall be construed_as
creating a partnership or joint �nt�rprise between Own�r and
Contractor.
C5-6.12 CONTRACTOR'S RESPONSIBILITY rOR DAM�GE CLAIMS:
�ontractor covenants and agre�s to, an3 does hereby indemnify,
hold harmless and dafend Own�r, its officers, agents,
s�rvants, and employees from and against ar.y an all claims or
suits for property damag=_ or loss an3/or personal injury,
including death, to any and all p�rsons, of whatso�v�r kind or
charact�r, whether rzal o.r assert�d, arisi:�g out of or in
connection with, directly or indir�ctly, the work and s�rvices
to be gerzormed hereunder by Contractor, its officers, ag�nts,
empl�yees, contractors, subcontrac�ors, licensees or invitees,
whether or not caused, in whola or in part, by all?ged
negligence on the part of ofiic�rs, ag�nts, s�rvants,
em�loyees, contractors, subcontractors, lic�nsees and invitees
of th? Owner; and said Contractor does nareby covenant and
agr�e to assume all liability an�? r�sponsi'�ility of Owner, its
oific�rs agents, s�rvants and employ�es ior property 3amage or
1oss, and/or per�onal injuries, includi:�g d�ath, to any and
all persons of whatso=v�r kind o.� charact�r, wheth2r real or
ass�rted, arising ou� of or iz conn�ction with, dir�ctiy or
indir�ctly, the work an3 s�rvic�s to oe p�rformed h�reun3er by
Contractor� 1't3 Off1C�rS� dy^��1�3 zmploy�'�S� COi1�r3CtOL'S�
subcontractors, Zlcenseas dri� 1P1V1���S� W:7?t'ticer Or riOt CdL1Se��
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� in whole or in part, by alleged negligence of officers,
agents, s�rvants, employees, contractors, subcontractors,
licensaes or invitees of the Owner. Contractor lik�wis�
covenants and agrees to, and does h�reby, izdemnify and hold
�„ harml?ss Owner from and against any and a11 injuries,loss or
damages to prooerty of t:�? Owner during the performance of any
j 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 ofiicers,
agents, s�rvants, e�nployees, contractors, subcontractors,
� licenses, or invitees �r t;�e Owner.
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In th� ev�at a writtzn claim for damages against the
contractor or its subcontractors remains unsettled at th� time
all work on the project has been compl?L2C� to the satisfaction
of th? Director of the Watzr Department, as evidenced by a
final inspection, final payment to the Contractor shall not be
recommended by the Dir�ctor 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 Dir�ctor that the claim has been s=_ttled
and a r�lease has be�n obtained from the claimant involved.
If the claim concerned remains unsettled as of the expiration
of the above 30-day period, the Contractor may be deemed to be
entitl�d to a semi-final paymezt for work completed, such
semi-final payment to ba in an amount equal to the total
dollar amount thzn due less the dollar value of any written
claims pending against the Contractor arising out of the
performance of such wor;�, and such semi-final payment may then
be recommended by the Director.
The Dir�ctor shall not r�commend final pay:nent to a Contractor
� against whom such a claim for damag�s is outstanding for a
period of six months following the date of the acceptance of
the work p�rformed unle.ss the Contractor submits eviden�e in
�� writing satisfactory to the .IIir.ect�r that:
l. The claim has been settled and a release has been
obtain�d from the claimant involved, or
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2. Good faith efforts hays been made to settle such
outstanding claims, ard such goo3 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
t'ne Contractor be ma3e. If condition (2) above is met at any
time within the six month p_riod, the Director may recommend
, that the final paym�nt to the Contractor be made. At the
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expiration of the six �ont'a period the Dir�ctor may r�com���nd
that final pay�m?nt ba made if all other work has b�en
p�rformed and all other obligations of the Contractor have
been met to the satisfaction ot th� ��r�ctor.
The Dir=_ctor may, if he deems it appropriate, .r?fusz to accapt
bids on other Watar Department Contrac: work from a Contractor
against whcm a claim for damages is outstanding as a r�sult of
work p�rformed under a City contrac�.
C6-6.13 CONTRACTOR`S CLAI� FOR DAMAGES.: Should th� Con�ractor
claim compensation for any alleged damage by reason of the
acts or omissions of the Owner, he shall within three days
azter thz actual sustaining of such alleged damage, make a
written stat�ment to the En�ineer, s?ttin� out in detail the
nature of the alleg=d damage, and on or befor? the 25tn day of
the month succee3ing that in which any such damag� is clai�ed
to havz been sustained, tne ContracLor sha11 file with the
Engiaeer an itemized statement of the deLails an3 amount or
such a1leg�d damag� and, upaa request, shall give thj Engineer
access to all books of account, receipts, vouchers, bi11s of
lading, and other books or papars containing any �vidence as
to th� amount oi such allzged 3amage. Unless such s�at�m�nts
shall be file3 as hereinabove required, the Contractor's claim
for compensation shall be waiv�d, and hz shall not be entitled
to pay�ent on account of such damages.
C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITT_ES, ETC.:
In case it is necessary to change, move, or alt�r in any
manrer the property of a public utility or others, the said
property sha11 not be moved or intarfzred with until ord�rs
ther�upon have be�n issued by the Engineer. The right is
r�serv?d to the own�rs of puolic utilities t�o enter the
geographical limits of the Contract for th� purpose of ma�ing
such changes or repairs to th�ir prop�rty that may be
nec�ssary by the p�rformance of this con�ract.
C6-6.15 TEMPOR�RY SEWER AND DRAIN CONNECTIONS: Wh�n existing
sew�r lines hav� to be taken up or remov�d, tne Contractor
shall, at his own �xpense and c�st, provide and maintain
temporary outlets and connections for al1 priva�� or pu�lic
3rains and sewers. The Contractor shall also take care of al1
s�wage and 3rainag� which will be received from thes� drains
and sewsrs, an3 fo.r this purpose he sha11 provid� and
maintain, at his own cost and zxpens�, ad?quate pu�ping
facilities and t�mporary outlets or div�rsions.
The Contractor, at his own cost and ex�ense, shall construct
such troughs, pipes, or other structures necessary, and be
prepar�d at all times to dis�ose of drainag� an3 sewage
C6-6 (10)
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receive3 from th�s=_ t�mporary connections until such times as
the permanent connections are built an3 are in service. The
existing sewers an3 connections shall be k�pt in service and
maintained under the Contract, except wh`n specified or
ordered to be aban3oned by the Engineer. Al1 water, sewage,
and other waste shall b� disoosed of in a satisf actory manner
so that no nuisanc� is created and so that the work under
construction wi11 b� adaquately protect�d.
C6-6.16 ARRANG�MFNT AND CHARGES FOR WATER FURNISHED BY THE
CITY: When tha Contractor de�ires to use City watsr in
connection with any construction work, he shall make complete
and satisfactory arrangements with the r^ort Worth City Water
Department for so doing.
� City water furnish�d to the Contractor shall be delivered to
the �ontractor from a con:�ection on an existing City main.
� All piping r�quired beyond the point of delivery sha11 be
installad by the Contractor at his own e�pense.
� The Contractor's responsibility in the use of all existing
fire hydrant and/or valves is detailed in Section E2-1.2 USE
OF FIRE AYDRANTS AND VALVES in these General Contract
Documents. .
�,; When meters are used to measure the water, the charges, if
any, for wat�r will be at the regular established rates. When.
�► meters are not used, the charges, if any, will be as
prescribed by the City Ordinance, or where no ordinance
applies, payment shall be made �n estimates and rates
established by th� Director of the Fort Worth Water
� Department.
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C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in
the apinion of th� Engineer, any section or portion of the
work or any structure is in suitable conditian, it may be put
into use unon the written order of the Engineer, and such
usage shall not be hel3 to be i-n any way an acceptance of said
work or structure or any part thereof or as a waiv�r of any of
the provisions of these Contract Documents. �11 necessary
repairs and removals of any section of the work so put into
use, due to defective materials or workmanship, equipment, or
to deficient operations on the part of the Contractor, shall
be performed by the Contractor at his own ex�ensz.
C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Unti1
written acceptance by the Owner as provided for in these
Contract Documents, the work shall be under the charge and
care of the Contractor, an3 h� shall take every necessary
precaution to preveat injury or damag= to the work or any part
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thereoi by action of the elements or from an� cause
whatsoevar, whether .�rising from the execution or nonexecution
of the wor;c. The Contractor.shall rebuild, r�pair, rzstore,
an3 make good at his own expense a11 injuries �r damag� to any
portion of the work occasioned by any of the hereinabov�
causes.
C6-6.19 NO WAIVER OF LyGAL RIGHTS: Inspection by the Engineer
or any order by th? Own�r by payment of money or any paym�nt
for or acceptar.ce of any work, or any ext�nsion of time, or
any possession taken by tha City shall not ooerat� as a waiv�r
of any provision of the Contract Documents. Any waiver of any
breach or Contract shall not be held to be a waiver of any
other or subsequent breach.
The Owner reserves
discovered in any
adjust th:� sa�e t
Documents.
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the right to correct �ny error that may be
estimate that may have been paid and to �
o.me�t the requir�ments of the Contract
C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In cairying
out the provisions of these Con�ract Documents or in
exercising any power of authority granted thereunder, theru
shall be no liability upon t'�e authorized representatives of
the Owner, either personally or otherwise as they are agents
and repres�ntatives of the �ity.
C6-6.21 STATE SALES TAX: On a contract awarded by th� City of
Fort Worth, an organization which qualifies fo.r exemption
pursuant the orovisions of Article 20.04 (H) of the Texas
Limited Sales, excisA, and Use Tax Act, tne Contractor may
purchas`, rent or leas�� all materials, suppli�s and equip.ment
used or cons'umed in t'ze p�rformance of this contract by
issuing to his su�pli�r an ex�mption certificate in lieu oE
the tax, said ?xemption c�rtificate to comply with Stats
Comotroller's Ruling .007. Any such �xemption ce.rtiFicat�
issued by the Contractor in lieu of th� tax shall bz subject
to an3 shall comply with the provisions oF Stat? Comptroll�r's
Ruling .011, an3 sny oth�r applicable �tate Comptroller
rulings pertaining to th� Texas fimit=d �ales, ExciS�, and 'Jse
Tax Act.
On a contract awar3ed �y a developer for t'ne coastruction of a
publicly-awn�d improvement in a street right-of-way or otn�r
eas�ment which has been d�dicated to the public and the City
of r^ort Worth, an organiz3�ion w�ich qualifies Eor exemption
pursuant to the provisions oi Article 20.04 (H) of the T�xas
limite3 Sa1�s, Excis?, and 'Js? Tax Act, ttle Contractor can
probably be exempted in the samQ mann�r statad abov�.
C6-5 (12)
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Limite3 Sale, Fxcise and Use Tax permits and information can
be obtained from:
Comptroller of Public Accounts
Sale Tax Division
Capitol Station
Austin, TX
C6-6 (13)
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PART C - GENERAL CONDITIONS
C7-7 PROSECUTIO� AND PROGRESS
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SECTION C7-7 PROSECUTION AND PROGRESS:
C7-7.1 SUBLETTING: The Contractor shall periorm with his own
organizatioa, and with the assistance of workman under his
immediate superintendance, work of a value of not less than
fifty (50�) percent of tne val.ue embraced in the contract. If
the Contractor subl?ts any part of the work to be done under
these Contract Docum�nts, he will not under any circumstances
be relieved of the responsibility and obligation assumed under
these Contract Documents. Al1 transactions of the Er.gineer
will be with the Contractor. Subcontracters will be
considered only in the capacity of employees or worki�en of the
Contractor and shall be subject to th� same requirements as to
character and competency. The Owner will not recognize any
subcontractor on the work. The Contractor shall at all times,
when the work is in operation, be represented either in person
or by a sup�rintendent or other designated representatives.
C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not
assign, transfer, sublet, convey, or otherwise dispose of the
contract or his rights, title, or interest in or to the same
or any part thereof without the previous consent of the Owner
expressed by resolution of the City Council and concurred in
by the Sureties.
� If the Contractor does, without such previous consent, assign,
transfer, sublet, convey, br otherwise dispose of the contract
� or his right, title, cr interest therein or any part thereof,
to any person or persons, �artnership, company, firm, or
corporation, or does by bankruptcy, voluntary or involuntary,
or by assignm�nt under the insolvency laws of any state,
� attempt to dispose of the contract may, at the option of the
Owner be revoked and annulled, unless the Sureties shall
T successfully compietz said contract, and in the event of any
such revocat�on or annulment, any monies due or to become due
� under or by virtue of said contrac t sha11 be retained by the
Owner as liquidated damages for the reason that it would be
� impracticable and extremely difficult to fix the actual
damages.
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C7-7.3 PROSECUTION OF THE WORR: Prior to beginning any
construction operation, the Contractor shall submit to the
Engineer in five or more cooies, if requeste3 by the Engineer,
a progress schedule preferably in chart or diagram form, or a
brief outlining in 3etail and step by step the manner of
C7-7 (1)
prosecuting the work and ord�ring matzrials an3 equipment
wnich 'n� zxpects to �o11ow in ordzr �o comnlet� the project in
the schedule3 tim�. There shall also be submitte3 a table of
estimate3 amounts to be earned by tha Contractor durir.g each
monthly estimate oeriod.
The Contractor sna11 commence the wor;c to be performed under
this contra�t within th� time limit stated in these Contract
Documents and sha11 conduct the work ia a continuous manner
and with sufficien� equipment, materials, and labor as is
necessary to insur� its completion within the time limit.
The sequence requestsd of all construction operations shall be
at all times as specified in the Special Contract Documents.
Any deviation from scuh sequzncing shall be submitted to the
Engineer for his approval. Contractor shall not proceed with
any deviation until he has r`ceived written approval from the
Engineer. Such sp�cification or approval by the Engineer
shall not r�lieve the Contractor from the fu11 responsioility
of the complete performancs of the Contract.
The contract time may be changed only 3s set fortil in Section
C7-7.8 "Extension of Time of Completion" of this Ag'reem�nt,
and a progress schedule shall not constitute a change in:the
contract time.
C7-7.4 LIMITATIONS OF OPERATIONS: The working operations
sha11 at a11 times oe conducted by the Contractor so as to
create a minimum anount of inconvenience to the public. At
any �ime when, in the judgment of tY:e Engineer, the Contractor
has obstructed or closed �r is carrying on operations in a
portion of a street or public way greater than is n�cessary
for the proper execution of the work, the Engineer may require
the Contractor to finish t:�e section on which operatio�s are
in p�ogress befor�.the work is commenced on any additional
section or street.
C7-7.5 CHARACTER OF WORKMEN AND EQUIPNENT: Local labor shall
be used by the Contractor is avai�abl�. The Contractor may
bring in from out�ide the City oi Fort Worth his key men and
his superintendent. All otizzr workmen, including equipment
operators, may be import�d only after the local supply ij
exhausted. The Contractor shall employ �nly such
superintendents, for��nar_; 3nd wor�:men wn� a.r� �araful,
comgetent, and fully quaiif_ied to p�rforin the duties or tasks
assigned to them, and the Engine�r may d�mand and secur� tne
summary dismissal of any p�rson or �ersons employed by the
Contractor in o.r about or on the work who, in the opinion of
th2 Owner, shall misconduct himself or bp found to b�
incompetent, disrespectful, inte.mneratz, dishon�st, or
C7-7 (2)
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perforr�ance of his or their duties, or who neglects or r�fuses
to comply with or carry out the directions of the Owner, and
such p�rson or persons sha11 not be employ�d again thereon
;,", without written cons�nt of the Engineer.
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All workmen s�a11 nav� sufficient skill, ability, and
experience to properly p=rform the work assigned to them and
operat� an� ?quipment necessary to prooerly carry out the
performance of the assigne3 duties.
The Contractor shall furnish and maintain on thz work all such
equipment as is consider�d to be necessary for prosecution of
the work in an accent3bl� manner and at a satisfactory rate of
progress. A11 equipment, tools, and machinery used for
handling materials and exe�uting any part of the work shall be
subject to the approval of th� Engineer and shall be
maintained in a satisfactory, safa an3 efficient working
condition. Equipment on any portior. of the work shall be such
that no injury to the work, �aorkmen or adjacent property will
result from its use.
C7-7.6 WORK SCHEDULE: Elapse3 workiag days shall
Q starting with the first day of work compl��ed as
C1-1.23 "WORKING DAY" or tile date sti�ulated iz
ORDER" for beginning work, whichever comes first.
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b� computed
d�f inPd in
the "►�TORK
Nothing in these �ontract Dacuments shall be construed as
prohibiting the Contractor from w�r'�ing on Saturda y, Sunday or
Legal Holidays, providiag that the following requirements are
met:
a. A request t� work on a s�ecific
Legal Holiday must be mad? to thz
than the proceeding Thursday.
Saturday, Sunday or
Engineer no later
b. Any work to 'oe done on the project on such a
specific �aturday, Sun3ay or Lzgal Holiday must bP,
in the opinion of the Engineer, essential to the
timely completion of the project.
�' The Engineer's d�cision shalt be final in re5pons� to such a
request for approval to work on a specific Saturday, Sun3ay or
Q Legal cioliday, and no extra compensation sha11 be allowed to
the Contractor For any work p�r formed on suc�Z a specif ic
Saturday, Sunday �r Legal 3oliday.
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Calendar '�ays shall be deEined in C1-1.24 and ths Contr3cto.r
may work as h� so 3esires.
C7-7 ( 3 >
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C7-7.7 TIME Or^ COMMENCEMENT AND CUMPLETION: Tne Contractor
shall commence the working oper3tions within th� tim�
specified in the Con�ract Documznts and s�t forth in the Work
Ordzr, railure to do so shall�be consi3zred by tne Own�r as
abandonment of the Contract by �ne Contractor and th� Own�r
may proceed as he s�es iit.
The Contractor shall �aintain a rat� of nrogress such as will
insure that the whole work will be performed and the premiszs
cleaned up in accordance with the Contract Documents and
within the time �stablished in such documents and such
extension of time as may be properly authoriz�d by the Owner.
C7-7.8 EXTENSION OF TI�iE COMPLETION: The Contractor's request
for an zxtension of time of complstion shall be considered
only when the r�quest for such extension is submitted in
writing to the Engineer within seven days from an3 aftzr the
time a1l�ged cause of delay shall have occurr�d. Should an
extension of the timz of com�I�tion be requestzd such request
will be forwarded to th� CiLy Council for approval .
In adjusting the contract time for completion of work,
consider3tion wi11 be given to unForseea�le causes beyond the
control of and without the fault or neglig�ncz of the
Contractor, including but limited to acts of tne public enemy,
acts of the Own�r, fire, flood, tornadoes, zpid�mics,
quarantin� restrictions, strikes, freight emnargoes, or 3elays
of sub-contractors due to such causes.
When the dat? of completion is '�as�3 on a calen3ar 3a� bid, a
request for extension of time 'oecause of inclement weather
will not be consid�r�d. A request for extension of time due
to inability to obtain supplies and :naterials will be
considered only when a r?view of the Contract�r's purchase
ord?r dates and other per�inent data as reqa�sted by the
Engineer indicates that the Contractor has mad� a bonafid�
attempt to secure deliv�ry on schedule. This shall include
Pfforts to obtain t'ne supplies and materials from alternate
sources in case the first source cannot malce delivery.
If satisfactory ex�cution and co.mpletion of the contracc
should require woric and materiats in greatar amounts o.r
quantities than those set fort'n i*� th� a�prove3 Contract
Documents, then th� con�ract ti�ne may b«� in:r�ss�d by Change
Order.
C7-7.9 DELAYS: The Contr�ctor shall receiv� no com�ensation
for delays or izindranc�s t� the work, except when direct and
unavoidai�le Pxtra cost to the Contractor is cause3 by th�
failure of the City to provi3� inf�rmation or mat�rial, iF
C7-7 (�)
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compensation is claimed a written sLatement th�reo� shall be
oresznt�d by the Contractor to the Engin�er aad if by him
found correct shall bz approv�d and reFerred by him to the
l,y Council for final approval or disaporoval; and tne action
thereon by tne Council sha11 b� final and binding. If delay
� is caused by specific orders given by the Eagineers to stop
work, or by the p�rformance of ex�ra work, or by the failure
of the City to provide material or necessary instructions for
, carrying on th� �aork, then such delay will enLitle the
� Contractor to an equivalent extersion of time, his application
for which shall, howev=_r, be subject to the approval of t:�e
City Council; and no sucn ext�nsion of time s:�all r:�leasz the
� C�ntractor or th� surety on his perForManc� bond from all his
obligations hereun3er which shall remaiz iz full force until
the dischar3e oF the contract.
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C7-7.10 TIME OF COMPLETION: The time of compl�tion is an
essential el�ment of th� contract. Each bidder sna11 indicate
in the appropriat� place on the last page of the Proposal the
number of woricing days or calendar days that he will require
to fully complete tlzis contract or the tim� of completion will
be sp�cified by the City in th� Pro�osal section of th?
contract 3ocu.mznts.
The number of days
� the time required to
contract being bid
successful bidd�r
completion specified
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indicated shall be a realistic estimate of
complzte the work covered by th� speciiic
upon. The amount of time so stated by the
or the City will becom� th� time of
in the Contract Documents.
For each cal�nda.r day that any work shall r?main uncompl?ted
after the time sp�ci.fied in the Contract �o�uments, or the
incraased time grantad by the Owner, or as atitomatically
increased by additiozal worK or mat�rials or3�red aft�r th�
contract is signed, the sum per day givez in the following
schedul�, unless otherwise specified in other parts of the
Contract ,�ocuMents, will be deducted from monies due the
Contractor, not as a penalty, but as liqui3ated 3amages
suffered by the Owner.
AMOUNT OF CONTRACT
Less than $ 5,000
$ 5,001 to $ 1�,�00
$ 15,001 �o ,� 25,000
$ 25,001 to $ 50,000
$ 50,001 ?�� $ 1�0,000
$ 100,001 Lo $ 500,000
C7-7 (5)
inclusiv� $
inclusive $
inclusive $
inclusiv� $
in�lusiv� �
inclusive S
35.00
4�.00
63.00
105.00
154.00
210.00
$ 500,OOI to $1,000,�00 inclusiv� $ 3i�.00
$1,000,001 to $2,000,000 inclusive $ 420.00
$2,000,001 an3 ov�r , $ 630.00
The parties her�to understand and agree that any harm to the
City cause3 by the Contractor's dalay in completing tne work
hereunder iz �h� ti�a specifie3 by the Contract Documents
wou13 be incapabla or v�ry dif.�icult of accurate estimation,
and that the "Amount of Liquidated Damages Per Day", as s2t
out above, is a r�asonaole forecast of just C011D2i1S3t10£1 due
the City for har�n caused by any delay.
C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall
suspend operations on such part or parts of the work ordared
by any court, and wi11 not bs entitled to additional
compensation by virtue of such court ord�r. Neither will he
be liable to thz City in the event the work is suspended by a
Court Order. Neitn�r will tha Own�r be liable to the
Contractor by virtue of any Court Order or action for which
the Owner is not solely responsible.
C7-7.12 TEMPORARY SUSPENSION: The Owner shall hays th� right
to suspend the wor'�c ooeration wholly or in part for such
period or oeriods of time as he may 3eem necessary due to
unsuitable weather conditions or any other unfavorable.
conditions which in th� opinion of the Owner or Engiaeer cause ��-
further prosecu`ion of the work to be unsatisfactory or
detrimental to the iat?rest of the project. During ta:nporary
suspension o� work covered by this con�ract, for any reason,
the Owner will mak� no extra �aym�nt for stand-by time of
construction equipment and/or const.rucLion cre+as.
If it should become nec�ssary to suspend wor',s for an
indefinite p�riod, the Contractor shall store all materials in
such manzer that they will not obstruct or impede the public
unnecessarily nor become damaged in any way, and he sha11 taka
every pr�caution to pr�vent 3amage or deterioration oL the
work perform?d; he sha11 provi3e suitable 3rainage about the
work, azd er�ct t�mporary structures wher? necessary.
Should the Contractor not be a'ol� to comnlete a portion of the
project duz to causes beyond the �ontrol of and without the
fault or n=gligenc� of the Cc�ntractor as s�t forth in
Paragrap� �7-7.8 EXTENSION OF THE TIME OF COMPLETION, and
should i� be determined by mutual cons�nt of the Contractor
and the Enginezr that a solution to allow construction to
proceed is not availab.le within a reasonable oe:.iod or time,
then the Contractor may b:� reimburJA3 for the cost of moving
his equipment otf the job and returning the necessary
equipment to the job w�en it is determined by tha Engine�r
C7-7 (5)
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�' that �ons�zsction ��ay �� r.=_sume•3. Sucn r?imbur�e;nent sha11 bP
ba�ed on actaal cost to the Cont-ractor �f movin� t�� eq�lipment
an3 no or�ti� ;ai11 0� allowed.
No r�imbur:�em�nt �ha1t be a1?ow�3 i� tn� e�uip:nPnt is mov�d to
3nother construction or�j�ct �or tl:e City oF r^ort �Ior�%1.
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The Contractor �nall not susoend work wi`hout writt�n notice
fro:m the Engine�r an3 J�1C�11 proc�ed �ait,i �he work op�rations
�romptly wh�n r.otiEi?d bj t,ze Ln�i�eer to so rJsum�
ooerations.
r'7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY:
�Ihan�ver, �ecause �� Na�ional �mergency, so decl3red 'oy the
Prasi��ent «E the �Jni�ed Sta��s or �ther lawful authority, it
'oecom�s imoossi�l� �or the :ontractor to o'otain al1 oi the
necAssary laQor, materials, and eg�li�ment for the prosecution
oF the work with reasonaAle con=inuity Foi a p�rio3 of two
month�, t'ne Ccntractor 5tia11 withi� ;even days notify tizs City
in ;ariti�g; giving .� 3�tai1�3 statement of. the �Ffor_ �s w'ni��h
�ave �e�n mad�� an3 li�tin3 all necassary it�ms o� labor,
rnaterials, and ��uip�n�nt not obtainable. If, after
investigations, the Owner fin�3s that suc:n conditior.s �xisting
and tha� tha inability o� the Contractor to uroceec3 is not
attri�utaole in whole or in part to til� Fa�11t �r �iegl�ct of
the Contract, then if the Owner cannot a.ftar reasona'�le �ifort
assist the Contractor in procuring an3 making av3ilable the
nec�s�ary labor, �naterials an3 equi�m�nt within tliirty days,
the Contractor ma�r r�quest the Owner �o �e��-ni�zat� the contr.3ct
and th� �wn�r may comply wit}1 t'.1�a request, and th�s termin3tion
:�ha11 be condi=ioned an3 'oase3 uc���n a Fi�al aet�lement
m�itually 3CC���.3E�1� to 'ooth t�z �wnar an3 th? Con�racto.r an:3
f inal �ayment ��1a11 be �ac3? in ac�oc3aacP with t;ze t� _r;ns oF
tzz agree3 spt`l�ment, which shall include, but not bP limit�3
'_o, rhe n�l;nent Eor aZl wo.rk Jx��uL-�d 'U�it t10 anticinat���3
�roFits on work �anich has not be�a perf:�rm�:�.
��7-7.14 SUSPENSION GR ABANDONNENT OF THE WORK AND ANNULMENT Or'
CONTRACT; T�e w�r�c oo�rarions on a11 �� any portion or
sec :ion of the work under �ontr3cc s�zall be suspende:l
imme�3ia:��ly on writ�en �rdar o` th� Gn�in�ar or the ��,ntra�t
m�l� b� d•�c1ar�3 caacell�:� oy tlZe City Co�inci� F.or any g��o.3 az3
suf�icient ::asse. Th� follotai�:�, ��� way ot :�xamnle, 'out ��t
��E li:n.itation, may be consi3�rP:i gr.�un3s Eor suso?nsion o.c
.ancellation:
�. railur? of the Cont.r3ctc�r to comm•�nc� work
oo�r�ti�ns witnin �he tim� 5���cifie3 in the W•�r. �c
��r3�� i:sa�3 bv tl�� Ow�ec.
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b. Substantial evidence that grogr�ss of the work
operations by Con�ractor is insufficient to
complete th� work within the sp�ciFied time.
c. Failure of the Contractor to provide and maintain
sufficien� labor and equipment to properly �xecute
the working operations.
d. Substantial evidence that tn�� Contractor has
abandoned th� work.
e. Substantial evidence that the ConTractor has become
insolvPnt or bankrupt, or oth�rwise financially
unable to carry on the work satisfactorily.
f. Failure on che part o£ the Contractor to c�serve
any requirements of the Contract Docum�nts or to
comply with any orders given by the Engi�eer or
Owner orovid�d for in these Contr�ct Documents.
g. Failur� of =h� ConLr=ctor prcmUtly to make good any
defect in mat�rials or workmanship, or any def�cts
of any nature t'ne correction of which�has been
directed in writing �y the Enginae.r or th� Own�r.
h. Substantial evidence of collusion for the purpose�`
of illegally procuring a contract or p�rpetrating �
fraud on th� City in the construction of work under
contract.
i. A substantial indication that the Contr.3ctor has
made an unauth�rized assignment of the contract or
any funds due ther��fr�m for the benefit or any
credit�r or for any other purpose.
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Zf the Contractor shall for any cause whatsoever
not carry on the wor;cing operation in an acceptable
manner.
If the Cont.ractor commences l�gal action agai-�st
the Owner.
A copy of the suspension order er action of the City Council
shall be s�rved on the Contract�r's Sur�ti�s. When wor�C i�
suspended for any cause or causes, or when the contzact i�
cancelled, the Contractor sha11 discontinue the wor� or such
part ther�of as the Owner shall designat�, whereupon the
Sureties may, at their o��tion, assume the contract or that
portion thereoF which the Owner has or3ered t'ne Contractor to
discontinue, and may parForm th<� same or may, with the written
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�'' cons2�t of the �w�er, subl�t tPie wor'� or that portion oi �he
work a5 ta;c`n ov�r, pr�vided hOW�V?r� t'nat tne Sura�ies shall
ex�rcise their option, if at atl, within two wen';.; aFter t�ie
� w•r_it�en n�=ice t� 3iscontinue the work has �Aen 5�_r_v�d upon
� th� Con�ractor_ and uoon the Sur�tias or ��Z�ir 3utlzoriz�d
agents. The �ure�ies, in such �vent sha11 a�sum� the
� Con�r.�ct-��'� p�ace in a11 respects, and s.�a11 be oa�d by the
Own�r For al1 wor�c p�rFor.�ned by them in accordance with th�
terms of the Contract Documents. All moni•�s r�maining due the
:ontractor at th� time of this d?fault shall thereupon bPcome
� due an3 p3y301�3 to the �urati?s as the work progrJss�s,
subject to all of th� t��r�ns of the Contract �ocumeats.
In case the �ur?�cies do not, witnin t'ne nereina'oove sp�ciEizd
�, tim�, ex�rcis� thair ri�ht and ontior to assu.mz t';�e ccntract
.responsiUilities, r�r that portion ther�oF which t�ze Owaer has
ord�red by the Contracto.r to 3iscontinu?, th�n t:i� Own�r sha11
Dhav� thz power to complete, by contract or �th?rwis�, a� it
.�ay determinP, t.le w�r� .�er�in descri�ed or sucn p3rt til�reof
as it nay d?zm necAs�ary, and the Contractor hsr��o agr�es
a that tne Own`.r shalZ have til� right to take �os��ssion oF an3
use any materials, plants, tools, �quipment, su�pli?s, and
orooerty oi any '�cind provided by the Contrac�or for th�
a purpose ot carrying o:i the work and to �rocur� o�'n�r tool�,
equi�ment, materials, labor and prooerty Eor tile cornol�tion of
the work, an3 to charge t� t�ze accoun` of tre Contractor c�E
� said contract zxpe;�se for labor, mat=rials, tools, equipment,
an3 all expenses incidenta.l =hereto. Tne expen�e so charged
shall �� deducted by t:12 Own�r �r�» .�ucn monies as :nay be 3ue
or �r�a1� become due �t 3ny time tii�r���t�r to t'ne Contra�toc
� sn3�r_ and by virtue of tne Contracc �r any p3rr t:z�reof . T:i?
Own�.r s;iall not b� r��3uir�d to ootaiz th� lowest bi�i for tiie
w=��k comnleting thP contract, bst th� `xpznse to "�e 3eductzd
Qs'131.1 be t:ze actual cost of tne own�r :�� sucn wor'�c.
In casa such �x���nses shall exc?e3 th� amoiint whir_h wosl� n�v�
�y �e�n �ayable und�r the Contracc i£ th�� sam� nad be�n comol��ed
by t.�e Contr3ctor, then tlze �onLr.�ctor 3;�d his �ur�ties sha�1
oay th� amount o� suc'n ex��s5 to the Cit� on no�ic=_ fro:n th�
, Ownsr oE the excess due. Whea any particular p3r� �F tne w�c'�c
� is ��ing carried on by th� �wn�r by contract or ot:l�rwis�.
und?� tne provisions of this s��i:i�n, tye Contractor snall
contin:iP t�le re.rnaind�r of the wcck in conEormi�y wi.t�z th=_
Q ter�ns of tize Contract Docum?nts and ia suc;� a manner as to not
:li�der or iat�r�era with Qerf:�rman��e o.E ti:e wor�c by th� ���m�r.
� �7-7.15 FULFZLLMENT OF CONTRRCT: The �,ontr3�t will be
consid�re3 as h.�v��ng been fuliitled, aav� as or�v�d=d i�1 any
� bond or jo�ds or oy 1aw, when atl t�ie wori a:1�3 �11 s�c�tions �r
. parts c�f the proj�ct� covere�l by c�ie ��o�_ra�t Doc:inent� 'iav�
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been finished and compl�t�d, th� final ins�ection made by the
Engine�r, and th� final acczptance and final paymPnt made by
the Owner.
C7-7.16 TERMINATION FOR CONVENIENCE Or THE OWNER:
A. NOTICE OF TERMINATION: The performanc� of the work
under this con�ract may be t�rminated by the Owner
in whole, or from timP to time in part, in
accordance witn this section, whenever the Owner
shall d�termine t:�at such te.r:nination is in the
best interest of the Owner. Any such czrmination
shall be effected by mailing a notice of
termination to t��� �ontractor specifying the ex�ent
to which performancA of work under the contract is
terminated, an3 the date upon whic'n such
termination becomes eff=ctive. R�ceipt of the
notice shall be 3eemed conclusively presumPd and
established when the lett�r is placzd in the Unit�d
States Mail by th� Owner. Furtner, it shall be
deemed conclusively presumed and established that
such termination is made witn just cause as thezein
state3; and no proof in any claim, demand or suit
sha11 be required of the Owner regarding such
discr�tionary action.
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B. CONTRACTOR ACTION: Aft�r receipt of a notic� oF
termination, and exc�pt as othzrwise directed by •�'
the Engineer, the Contractor shall: �
l. Stop work under tt12 cont.ract on the da�z and �
to the extent specified in the notice of
termination;
2. nlace no further orders or subcontracts for
materials, services or facilities e.xcept as
may be nec�ssary for completion of such
portion of the work under the contract as � is
not t�r�nina��d;
3. t�rminat� a11 ar3ers and subcontr3cts to the
extent that tiiey relate to the oerformanc� of
work t�r�ninat�d by t:i� notic� of termination;
4. transfer title to
the mann�r, at th�
if any, dir�cced 'oy
the Own�r_ and deliver in
times, and to t'n� extent,
the �ngineer:
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a. the E.3bricat�3 c�r ,in`.��ric3t�.3 �ac��,
wor:t in orocess, comol���=d work,
su���li�s and otn�r ma��ria1 producPd a�
a��art of, or acqui,_�d in connection
:aith the performance of, the wor�c
c�rminated by the notice of
t�r�ni,latio.n; and
b. �h� c�mpl?te3, or partially complPt�d
glans, dra�aing�, inEormation and ot.z�r
property which, if the contract had
b�en comgleted, wo�113 tlave be':�
require3 to 'ne �urni:,hed to the Own=c.
�. conpl�te performance of such uar� �F t��� work
as shall n�t have been ter;ni�.3ted by tn�
notice of termina�ir�n; an3
o', take sucil action as �nay b� necessary, or as
thz Engine�r may <3irect, ior th� prot�ction
and pres�rvation oF th� prop�r�y ralat�d to
its contract w'nich is in t'ne possession oi
thA Contr:3c tor and in which ch� Own�r has o_r
�nay acquire the rast.
a At a tim� not l�ter t�1an 30 day� ai ��r t;�e
t�rmination datz specified in the no�ice ��
t�rmination, the Contractor_ may submit to t'ne
Engine�r a 1ist, czrtifie3 as to quantity and
� guality, of 3ny or ali it�ms o� tacmination
` in��ntory not �or�viously disposed of, �xclusiv� of
it�ms th=_ disposition o£ whicz has 'a�en 3i_�c���3 or
� auL;�orized 'oy th� �ngine�r. ��ot 1at�r than 15 da��
�J th?r�.��L�i� t'ne Own�r shall acc?pt tit1A to s:ictz
items oro��ide�3, t'na� the list submitted sha11 b�
� subjzct t� veriFication by the �ngiLze�r .�pon
rarnoval of t�=� i ct��;�s or, i E the i tems are s ��r :�3,
witiziz 45 days fcom the date of submission of tn�
� list, an3 any n�c`ss�ry adj us �mer�ts to cor r�ct t'r:r:
� list as submitte3, shall be mad� �rior t�� Fi�al
s�ttlement.
C. TERMINATION CLAIM: Wi :hin 'oU da••Ts a���c :iatice of
� ��r.mination, the Contrac��r shall s�i�mit �is
termina} ion ciaim to t}ie E�gi�eer in the �orm an3
Q with ttle certification p�es�rioP�3 by t�i� Bngi�e=r.
TJnless �ne or more ext�nsi:�ns iz ��ri;.i�z� a::
granted by �h� �wn�r u�o�i reqs�st •�E �,�=
� Contr�ct�r, ma3� in writing within suc�� v'0-3ay
�1�L"lOCl •�C �'�i1Ctl��ri�e3 extension t;i:�reof, anj� an:i .311
s:lch claims s:�.�il �e conclus.iv�iy 3eem:�:� vinl�.��d.
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D. AMOUNTS: Subject to tne provisions or Item
C7-7.16(C), the Con�ractor and Owner may agr?� upon
the whole or any part of the arnount or amounts to
be paid to the Contractor by r2sson of the total or
partial tarmination of work purs'1dI1` h�rato;
provided, that such agreed amount �r amounts sha11
never exceed the total contract price as r�duced by
the amount of payments otherwise madA and as
further reduced by the contract price of w�rk not
termina�ed. The contrac� shall b� am�nded
accordiagly, and the Contractor shall be paid the
agreed amount. No amount shall be due for lost or
anticipat�d profits. vothing in C7-7.16(E)
hereaf ter, prescribing the amount to be paid to the
Contractor in the event of failure o� the
Contractor by reason of th� t�rmination •�` woric
pursuant to this section, shaZl be dezTed to limit,
restrict or ot'n�rwise 3etermine or affect the
amount or 3mounts which may be agree3 upon to be
paid to the Contractor pursuant to this paragraph.
E. FAILURE TO AGREE: In the evznt of the f'ailure of
the Contractor an3 the Owner to agrze as pr�vided
in C7-7.10' (D) upon the w�iol� amount to be paid to
the �ontractor by rzason or th� tzrmination o` woric
pursuant to this �ection the Owner shall detsrmine,
on the basis of information availabl� to it, tha
amount, if any, due to the C�ntractor by r�as�n of
the termination and sha11 pay to the Contractor the
amounts determin�d. No amount 5ha11 be due for
lost or anticipated profits.
F. DEDUCTIONS: In arriving at the am�unt due the
contractor undar this section, th=re shall be
deducted (a) al1 unliqulC�3t2C3 a3va��e or otner
payments on account th�retofore made to th�
Contrac tor, applicable to the terminated oo.rti�n of
this contra�t; (b) any claim cahich the Own=_r nay
hav= against the Contractor in connecti�n with thi�
contract; and (c) the agreed price fo.r, or the
procee3s of sal� of, any materials, suoplies or
oth�r things kept by tn? Contractor o.r �o1d,
pursuant to the provisions of this clause, az3 n�t
otherwise r�cover�d 'uy or credited to tha �wn�r.
G, ADJUSTMENT: If the termination 'nereunder be
pa.rti�l, prioz to tne set�lement of the terminated
Qortion oF this contract, the Contrart�c may file
with the Engineer 3 request in writing F�r an
C7-7 (12)
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equita�l� a3justm?nt of the pricz or prices
specified in tne contract relating to the continued
portion of �ne �ontract (the portion not terminatAd
by the noticP o� termination), such equitable
adjustment as may be 3greed upon sha11 be ma3� ia
such price or prices; nothing contained herein,
how�v�r, sha11 limit the right oi the Owner and the
Contractor to agr�e upon the amount or amounts to
be paid to the Contractor for the completion of the
continued oortion of the contract when said
contract do�s not �onta.in. an established contract
price for such continued portion.
� H. NO LIMITATION OF RIGHTS: Nothing contained in this
section shall limit or altzr th=_ rigiits which thz
Q Owner may hav= for termination of this contract
under C7-7.14 hereoF entitled "Suspension of
Abandonment of the work and Amendm�nt of Contract"
or any otner right wzich Own�r �nay have for default
� or breach of contract by Contractor.
C7-7.17 SAFETY METHODS AND PRACTICES: The C�ntractor shall be
� responsible for initiating, maintaining, and supervi'sing all
saf ety pr ecautions and programs in connection with tne work at
all times and shall assume all responsibilities for their
�, enforcement.
The Con.tractor shall comply with federal, state, aad local
laws, ordinances, and r�3ulations s� as to protect pArson and
pr operty f rom injury, including death, or damage in connection
� with the work.
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PART C - GEVERAL CONDITIONS
C8-3 MEASliREMENT AND PAYMENT
SECTION C8-8 MEASUREMENT AND PP_YMENT
C8-8.1 MEASUREMENT OF QUANTITIES: The determination of
quantities oi work performed by the Contractor and authorized
by the Con tract Documents acceptably completed under the terms
of the Contract Documents sha11 be made by the.Engineer, based
on measur�ments made by th� Engineer. Thes� measurements will
be made according to th� Unite3 States Standard Measurements
used in common practice, and will be the actual length, area,
solid contents, numbers, and weights of the materials and
items installed.
C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is
set forth, the said "Unit Price" shall include the f urnishing
by the Contractor of all Iabor, tools, materials, machinery,
equipment, appliances and ap�urtenances necessary for the
construction of and the completion in a manner acceptable to
the Engineer of a11 work to be done under these Contract
Documents.
The "Unit Price" shall include all permanent and temporary
protection of overhead, suriace, and underground structures,
cleanup, finished, overhead expense, bond, insurance, patent
fees, royalties, risk due to the elements and other causes,
delays, profits, injuries, damages claims, taxes, and all
other items not specifically mentioned that may be required to
fully cons truct each it=m of the work complete in place and in
a satisfactory conditior. 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 for
the Contractor to furnish all labor, tools, materials,
machinery, equipment, appurtenances, and a11 subsidary work
necessary f or the construction and completion of all the work
to provi3e a compl�te and functional item as detail�d in the
Special Contract Docum�nts and/or Plans.
C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and
accept the compensation, as her�in provided, in full payment
Eor furr.ishing all lanor, tools, materials, and incidentals
for performing all work contemplated and �mbraced under these
Contrac t Doc uments, for all loss and damage arising out of the
nature of the work or from the action of the elements, for any
unforesee�i defects or obstructions which may arise or be
encountered during the prosecstion of the work at any time
C8-8 (1)
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befor� its fin31 accep�anc� �y the Owner, (�xceot as pr�vided
in paragraph C5-5.14) ior all risks of wi�at�ver descriotion
connect�d with th� prosecs:ion of the work, f or a11 �xpznse
incu.rred by or in consequence oF suspension or discontinuanc�
of sucn prosecution of tn� working o�erations as her�in
specified, or any and a11 infringements of patents,
tra3emarks, copyrights, �r other legal reservations, and for
compinteing the wor�c ir an acc�pta'ple manner according to the
terms of tne Contract Docum�n�s.
Tne payment of any curr�nt �r partial estimate prior to final
acceptance of the work by �h� Owner shall in no way constitute
an acknowledgment of th� acce�tance of the work, materials, or
equipment, nor in any way pr�judice or affect the obligations
of the Contractor to r��air, correct, renew, or replacz at his
own and prooer zxpense any defects or imperiections in tha
construction or in th� strength or quality of the mat?rial
used ar equipment or machin�ry furnished in or about the
construction of th� work under contract and i�s appurt�nances,
or any 3amag� due or at�ributed to such defects, wzich
defects, imperfection, or damage shall hav� been discovered on
or before the final insoe�tion and acceptance of work or
during the one y�ar guaranty period after final acceptance.
The Owner sha11 be the sole judge of sucn deiects,
imper�ections, or d�mage, and the Contractor shall be liable
to the Owner for failar� to correct the sa�ne as provided
herzin.
C8-8.5 PARTIAL ESTIMA?'�S
5th day of each month th;
Engineer a stat�ment shov
work done 3uring the pr�vic
the Contract Documenta.
month the Engineer shall �
found to be acc�o�ab1� ar
the last partial payinen� w�
($1�0. 00 ) i.z amount, 90� c
the Contractor if the tot
$400,000, or 95� of such
Contractor if the total cor
within tw=nty-fiv� (25) da�
The City will have the opti
furnishe3 by th� City.
ar�ani-ahl � nnnn�ri �hanl a m=
AND RETAINAGE: Between the Zst and
Contracter sha11 submit to the
ing an estimate of the value of the
us month, or estimate p=riod und�r
�tot later than th� lOti7 day �f the
�?rify such estimat�, and if it is
d the value of work performed since
s;nade exceeds one hundred dollars
f such estimated sum will be paid to
al contract amc�unt is less than
`stimate3 sum wi11 be paid to the
tra�t amount is $400,000 or greater
s a�t�r th� regular �stimate period.
on of preparing estimates on Forms
The partial estimate may include
t�ri�ls 3�liv�red to the work whiCh
ara to be incorporat�d into t'ne wor�c as a oerrnanent �art
thereof, but whic�i at t��a tn� time of th� estimate iiave not
been install�3. ( such pay:nent will �e allow�d on a basis �f
85$ oF tne n�=t invoice value thareof.) T'�e Contraccor shall
f urnish the Engin�er such iniormation as he may r��s?st to aid
��8-8 ( 2 )
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him as a guid� in the verification or the pr�parstion of
�artial estimat�s.
It is understood that the partial estimate from month to month
1.,� will bz approximate only, and all oartial montnly estimates
and payment wi11 be subject to correction in the estimate
� renderad foZlowing the discov�ry of an �rror in any Dr�vious
�stimate,and sucn estimate shall not, in any rsspect, be taken
as an admission of tn� Owner of the amount of work 3one or of
� its quality of suffici�ncy, or as an acceptanc� oi the work
done or thz release of the Contractor of any of his
r?sponsibilities under tne Contract Documents.
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The City reserves �he right to withhold the payment of any
monthly estimate if the con �ractor fails to perfor��n the work
strictly in accordance with the specifications or provisions
of this contract.
C8-8.6 WITHHOLDING PAYMENT: Payment on any zstimate or
� estimates may be held in abeyance if the performance of the
construction operations is not in accordanc� with the
requir�ments of the Contract Documents.
C8-8.7 FINAL ACCEPTANCE: Whenevsr the improvements provid2d
L. for by the Contract Documents shall have been completed and
all requir�ments of the Contract Documents shall hav? been
/� fulfilled on the part of the Contractor, the Contractor shall
notify the Engin�er in writing that the improvemants ara rzady
for the final inspection. Th� Enginear sha11 notify thz
appropriate officials of the Owne.r, wi11 within a rzasonable
� time make such f inal ins�ection, and if the worlc is
satisfactory, in an accepta4le condition, and has been
complet?d in accordance with the terms of the Contract
� Documents and all app.roved modifications ther�of, the Eagineer
will initiat� tnz proce�sing of th� final esti.mate and
recommand fin�I acceptanc� of the project and final paymnnt
f'� thereFor as outlined in C8-8.8 below.
C8-8.8 FINAL PAYMENT: Whenev�r all the improvements provid�d
for by the Contract Documents and all approved modifications
� thereof shall hays been completed and all requir�ments of the
Contract Documents have been fulfilled on the part of the
Contractor, a final estimate showing the valu= of the work
� will be prepared by the Engineer as soon as the nec�ssary
mea�urements, comoutations, and checks can be mada.
� All prior
suUject to
paym�nt.
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e�timates upon which payment has been ma3e ar�
necessary corrections or r�visions in th� Final
C8-8 (3)
The amount �f th� final Pstimate, less Drevious payment� and
any sum that hav� baen deducte3 or retained under the
provisions of the Contract Documents, will be pai3 to tne
:ontracLor witnin 60 days aft�r final acceptance by the Owner
on a proper resolution of th? City Council, provided the
Contractor has furnished to the Own?r satisfactory �vidence of
paym�nt as follows: Prior to submission of th� final estimate
for payment, the Cont�-actor shall �xecute an affidavit, as
Furnisned by the City, czrtifying that all persons, firms,
associations, corporations, or other organizations furni�hing
labor and/or materials have been paid in full, that th� wage
scale �stablished by the City Council in the City of r^ort
Worth 'nas been paid, and that there are no claims pending for
personal injury and/or property damages.
The acceDtance by the Contractor of th� Iast or final paymen�
as aforesaid shall op�rate as and sha11 rel�asz the Owner from
all claims or liabilities under the Contract .for anytiiing done
or furnished or relating to the work under Contract Documents
or any act or neglect of said City relating to or connect�d
with the Contract.
The making of the final payment by the Owner shall not�relieve
the Contractor of any guarantees or other requirements of the
Contract Documents which speciEically continue ther�aftar.
C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner
believ�s it nas employ�d comp�t�nt Engine�rs and design�rs to
preparz the Contract Documents an3 all modifications of the
approved Contract Documents. It is, �th�refore, agreed that
th� Owner shall be responsible for the adequacy of its own
design featurAs, sufficiency of th? Contract Documents, the
saF�ty of the structure, and th� practicability of the
op�rations of the completed project, provid�d the Contractor
has complie3 witn the r_equi.rements .of the said Contract
Documsnts, all aoprov�d modifications thereof, an3 additi�ns
and alterations ther�to aporoved in writing by the Own?r. Th�
burden of proof o� such complianc� shall b� upon the
Contractor to show that he has complied witn the said
requirements of ttie Contract �ocuments, approved modifications
thereof, and all approved addi�ion� and alterations therzt�.
C8-8.10 GENERAL GUARANTY: Neither the final certificat? of
payme�zt n:�r any provision in tne Con:ract �ocuments nor
partial or entire occuoancy or use of the pre�nis�s by the
Own�r shall constitut�� an acce��ance of work not don� in
accordanc� witn tha Contract Documents or r�li?vz the
Contractor of liability in respect t� any express warranties
or r�sponsi'Qility for faulty mat��rials or workmanship. The
Contractor shal.l r�medy any 3zfect5 or 3a�agas in t"�e work and
C8-3 (4)
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� pay for any damage to other work resulting therefrom which
shall appear within a p�riod of one year from thz dat� of
final acceptanc� of the work unles� a longer period is
� specified andshall turnish a good and sufficient maintenance
bond in the amount of 100 percent of the amount of the
contract which saall assur� the performance of the g`neral
Q guaranty as abov� outline. Th� Owner will give notic? of
observz3 defects with r�asonable promptness.
� C8-8.1I SUBSIDIARY WORK: Any and all work specifically
governed by docum�ntary requirements for the project, such as
conditions impos�d by tha Plans, the Genzral Contract
Documents or thesa Spzcial Contract Documents, in which no
� specific it�m for bid has been provided for in the proposal,
shall b� consid�r�3 as a subsidi3ry item of work, the cost o.f
which sna11 be included in the price bid in the Proposal, for
a each bid item. Surfaca restoration, rock excavation and
cleanuo ar� general it�ms of work which fall in the category
of subsidiary work.
OC8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be
allocated under various bid items in tP�� Proposal to e�tablish
o unit prices for miscellaneous placement of material. These
mat�rials sha11 be used only when directed by thz Engineer,
dep�nding on field conditions. Payment for miscellaneous
placement of mat=rial wi11 bz nad� for only that amount of
� material used, m�asur�d to the nearest one-tenth unit.
Payment for misc�llaneou� Lolacement of mat�ria� shall be in
accordance with th� General Contract Documents regardless of
� the actual amount used for the project.
C8-8.13 RECORD DOCUMENTS: Contractor shall keep on racord a
� cooy of a11 specifications, �lans, addenda, modifications,
shop drawings and samples at the site, in good order and
annotate3 to stlow all changes made during the construction
process. These snall be delivered to Engine�r upon completion
� of the work.
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PART C1
SUPPLEMENTARY CONDITIONS
TO PART C
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� SECT'ION C1:
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 NIINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS,
ENTERPRISE COMPLIANCE: 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 termination of the contract and/or initiating action under
appropriate federal, state or local laws or ordinances relating to false statements; further, any
such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud
0 will result in the Contractor being deternuned to be inesponsible and barred 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:
� "No sureties will be accepted by the owner which are at the time in default or delinquent on
any bonds or which are interested in any litigation against the Owner. All bonds shall be made
on the forms furnished by the Owner and 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
-� eurrent 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 ofTexas. The amount ofthe 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
f1 do business in TeYas."
°" D. C8-8.5 PARTIAL ESTINIATES AND RETAINAGE: Page C8-8 (2), should be deleted in
t its entirety and replaced with the following:
IJ Partial pay estimates shall 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 proceeded
� by the City on the lOth day and ZSth 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 materials are included within
a pay estimate, payment shall be based upon 85% of the net voice value thereof. The
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DContractor will furnish the Engineer such information as may be reasonably requested to aid
in the verification or the preparation of the pay estimate.
� For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent
(10°/a). For contracts of $400,000 or more at the time of execution, retainage shall be five
� percent (5%).
� Contractor shall pay subcontractors in accord with the subcontract agreement within five (5)
business days after receipt by Contractor ofthe payment by City. Contractor's failure to make
p the required payments to subcontractors will authorize the City to withhold future payments
from the Contractor until compiiance with this paragraph is accomplished.
� It is understood that the partial pay estimates will be appro�mate only, and all partial pay
1 estimates and payment of same will be subject to correction in the estimate rendered following
the discovery of the mistake in any previous estimate. Partial payment by Owner for the
' amount of work done or of its quality or sufficiency or acceptance of the work done; shall not
�j 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
afails to perform the work in strict accordance with the specifications or other provisions of
this contract.
a E. C3-3.11 INSUR.ANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION
INSURANCE"
� F. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR
INSURANCE AND BONDING"
G. C6-6.12 CONTRACTOR' S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8),
should be deleted in its entirety and replaced with the following:
Contractor covenants and aarees 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 officers, agents,
employees, subcontractors, licensees or invitees, whether or not anv such iniurv. dama�e
� or death is caused, in whole or in part, bv the ne�ligence or alleged negligence of Owner,
. its officers, sern�nts, or erreployees. 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 ofthe Owner arising
from the performance of any of the terms and conditions of this Contract, whether or not anv
such iniury or dc�ma�e is caused in whole or in vart bv the negligence or alle�ed
onegligence of (hvner, its officers, servants or emnlovees..
In the event Owner receives a written claim for damages against the Contractor or its
� subcontractors prior to final payment, final payment shall not be made until Contractor either
(a) submits to Owner satisfactory evidence that the claim has been settled and/or a release
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............................ ............. .......................................... :.::.�.::::::.
b1f�4�99
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Dfrom the claimant involved, or (b) provides Owner with a letter from Contractor's liability
insurance carrier that the claim has been referred to the insurance carrier.
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,_ 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.
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PART D - SPECIAL CONDITIONS
D-1 AWARD OF CONTRACT ....................................................................................... SC-3
D-2 SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-3
D-3 GENERAL .............................................................................................................. SC-4
D-4 TAX EXEMPTIONS ................................................................................................ SG5
D-5 PROJECT DESIGNATION ..................................................................................... SC-6
D-6 EQUAL EMPLOYMENT PROVISIONS .................................................................. SC-6
D-7 PRE-CONSTRUCTION CONFERENCE ................................................................ SC-6
D-8 COORDINATION MEETINGS ................................................................................ SC-6
D-9 PROJECT ABANDONMENT .................................................................................. SC-6
D-10 BREAKDOWN OF BID PROPOSAL ...................................................................... SC-6
D-11 OMIT ...................................................................................................................... SC-6
D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW......... SC-6
D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (MIWBE)COMPLIANCE... SC-9
D-14 CALENDAR DAY ................................................................................................. SC-11
D-15 SUBSIDIARY WORK ........................................................................................... SC-11
D-16 WAGE RATES ........................................................................................:............ SC-11
D-17 EASEMENTS AND PERMITS .............................................................................. SC-12
D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ....................... SC-13
D-19 DAMAGE TO PRIVATE PROPERTY ................................................................... SC-'f3
D-20 SHOP DRAWINGS .............................................................................................. SC-13
D-21 CROSSING OF EXISTING UTILITIES ..............................................................:.. SC-13
D-22 EXISTING UTILITIES AND IMPROVEMENTS ................�.................................... SC-14
D-23 CONSTRUCTION TRAFFIC OVER PIPELINES .................................................. SC-14
D-24 TRAFFIC CONTROL ............................................................................................ SC-15
D-25 PAYMENT .................................................................................................:.......... SC-15
D-26 DELAYS ............................................................................................................... SC-15
D-27 DETOURS ...............................................................................................:.•---...... SC-16
D-28 BARRICADES AND WARNING SIGNS ............................................................... SC-16
D-29 EXAMINATION OF SITE ...................................................................................... SC-16
D-30 ZONING COMPLIANCE ....................................................................................... SC-16
D-31 WATER FOR CONSTRUCTION .......................................................................... SC-16
D-32 WAST-E MATERIAL ............................................................................................. SC-16
D-33 CLEANUP FOR�FINAL ACCEPTANCE ............................................................... SC-16
D-34 PROPERTY ACCESS .......................................................................................... SC-16
D-35, CONSTRUCTION SCHEDULE AND S�QUENCING OF WORK ......................... SC-17
D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .................... SC-17
D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC-17
D-38 SANITARY FACILITIES FOR WORKERS ........................................................... SC-18
D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC-18
D-40 RIGHT TO AUDIT .............................�.......................:.......................................... SC-18
D-41 INCREASE OR DECREASE IN QUANTITIES ..................................................... SC-19
D-42 CUTTING OF CONCRETE .................................................................................. SC-20
D-43 PROJECT DESIGNATION SIGN ......................................................................... SC-20
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ............................. SC-20
D-45 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SC-20
D-46 TYPE ��C„ BACKFILL ............................................................................................ SC-21
D-47 CRUSHED LIMESTONE BACKFILL .............................................:...................... SC-21
D-48 2:27 CONCRETE ........................................................................:........................ SC-21
D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION ...._ ............................. SC-21
D-50 PAVEMENT REPAIR (E2-19) .............................................................................. SC-23
0 0�„�9
SC-1
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PART D - SPECIAL CONDITIONS
D-51
D-52
D-53
D-54
D-55
D-56
D-57
D-58
D-59
D-60
D-61
D-62
D-63
D-64
D-65
D-66
D-67
D-68
D-69
D-70
D-71�
D-72
D-73
D-74
D-75
D-76
D-77
D-78
D-79
D-80
80.1
80.2
80.3
80.4
80.5
80.6
80.7
80.8
80.9
80.10
80.11
80.12
80.13
80.14
D-81
D-82
D-83
D-84
D-85
D-86
TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY.. SC-23
SANITARY SEWER MANHOLES ..........................................................:............. SC-24
SANITARY SEWER SERVICES .......................................................................... SC-27
`NOT USED .......................................................................................................... SC-28
REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES......... SC-28
DETECTABLE WARNING TAPES.....� ................................................................. SC-30
PIPECLEANING .................................................................................................. SC-30
BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-30
DISPOSAL OF SPOIVFILL MATERIAL ............................................................... SC-30
MECHANICS AND MATERIALMEN'S LIEN ......................:.................................. SC-31
SUBSTITUTIONS................................................................................................. SC-31
PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES. SC-31
VACUUM TESTING OF SANITARY SEWER MANHOLES .................................. SC-34
BYPASSPUMPING ............................................................................................. SC-35
POST-CONSTRUCTION TELEVISION 1NSPECTION OF SANITARY SEWERS SC-35
SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-37
TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL.. SC-38
INGRESS AND EGRESS/ ACCESS TO DRIVES..........� ..................................... SC-39
PROTECTION OF TREES, PLANTS AND SOIL ................................................. SC-39
SITERESTORATION .......................................................................................... SC-39
STANDARD PRODUCT LIST .............................................................................. SC-39
STATE REVOLVING FUND (SRF) REQUIREMENTS ......................................... SC-39
TOPSOIL, SODDING AND SEEDING .................................................................. SC-40
CONFINED SPACE ENTRY PROGRAM ............................................................. SC-45
SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ................... SC=45
EXCAVATION NEAR TREES ............................................................................. S�-46
CONCRETE ENGASEMENT OF SEWER PIPE ................................................. SC-46
CLAYDAM ........................................................................................................... SC-46
EXPLORATORY EXCA,VATION (D-HOLE) .......................................................... SC-46
INSTALLATION OF WATER FACILITIES ............................................................ SC-47
POLYVINYAL (CHLORIDE PVC) WATER PIPE..........w ...................................... SC-47
-BLOCKING .......................................................................................................... SC-47
TYPE OF CASING PIPE ...................................................................................... SC-47
TIE-INS ................................................................................................................ SC-48
CONNECTION OF EXISTING MAINS ......................................................_........... SC-48
VALVECUT-INS .................................................................................................. SC-48
WATERSERVICES ............................................................................................. SC-49
2-INCH TEMPORARY SERVICE LINE ................................................................. SC-51
ADJUST MANHOLES AND VAULTS (UTILITY CU� .......................................... SC-51
ADJUST WATER VALVE BOXES .........:................................................�:........... SC-51
PURGING AND STERILIZATION OF WATER LINES ......................................... SC-52
WORK NEAR PRESSURE PLANE BOUNDARIES ............................................. SC-52
WQTER SAMPLE STATION .........................................:........:.................�.......... SC-52
DUCTILE IRON AND GRAY IRON FITTINGS ....................:................................. SC-53
SPRINKLING FOR DUST CONTROL........� ......................................................... SC-53
DEWATERING..................................................................................................... SC-53
TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC-53
TREE PRUNING .................................................................................................. SC-54
TREEREMOVAL ................................................................................................. SC-55
TESTHOLES ...................................................................................................... SC-55
os���s SC-2
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PART D - SPECIAL CONDITIONS
DFOR: MAIN 183 AND 333 DRAINAGE AREAS SANITARY
SEWER SYSTEM IMPROVEMENTS, PART 4
� FORT WORTH, TEXAS
DOE PROJECT NO. 2796
SEWER PROJECT NO. PS46-070460410240
a 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
a 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
a 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 tfie City's
D M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/V1/BE
repo�ts for each Unit inciuded in the Contract.
� Construction time on all units will run concurrently. For situations involving approved contracts
with multiple units, the total allowable construction completion time period fo� all the units shall
be the same as the unit with the longest construction time period.
� D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND
PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and retum the contract
documents to the 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 working days after the pre-construction meeting date. The City shall begin to charge
time on the project to the cont�actor eleven days after the pre-construction meeting date.
a 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 contr�ctor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not
0 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-construction meeting shall include (but not limited to):
Contractors Work Plan and Schedule
� osi��s SC-3
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PART � - SPECIAL CONDITIONS
Disposal Site for Waste Materiai 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 determined by the
completion time period stipulated in the proposal section. �
The pre-construction conference is intended as a forum between the contractor and the
appropriate City staff to .go over the project in detaiC and to afford the contractor the opportunity
to submit all the required documents listed above. �
If the contractor fails to submit any of the required documents, the contractor will not be allowed
to begin work and time on the project will start to accumulate.
D-3 GENERAL:
The order or precedence an case of conflicts or discrepancies betwe.en v_arious 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 anc!
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 ri�ht to abandon, without obligation to the Contractor, any part of the
project, or the entire pro�ect, 'at any time before the Contractor begins any construction work
authorized by the City. Contract, if awarded, shall be as described in "Award of ContracY' above.
Subject to modifications as herein contained; the Fort Worth Water Department's General
Contract Documents and General Specifications, with latest revisions, are made a part of the
General Contract Documents for this project. The Plans, these Special Contract Documents and
the rules, regulations, requirements, instructions, drawings or details referred to by
manufacturers name, or identification include therein as specifying, referring or implying 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
ttiougli required by all.
Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-
qualified with the Water Department to perForm such work in accordance with procedures
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PART D - SPECIAL CONDITIONS
described in the current Fort Worth Water Department General Specifications, which general
specifications shall govem performance of ail such work.
This contract and project, where applicable, may also be govemed by the two following
published specifications, except as modified by these Special Provisions:
1. STANDARD SPECIFICATIONS FOR STREET AND STORIVI DRAIN CONSTRUCTION -
CITY OF FORT WORTH
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH
CENTRALTEXAS
A copy of either of these specifications may be purchased at the office of the Transportation and
� 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 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. FaiEure to bid or fully execute contract without retaining
contract documents intact ma� 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 reque�t 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 to the time set for opening proposals, provided
such telegraphic communication is received by the Purchasing Manager prior to the said
proposal opening time, and provided further, that the City Manager is satisfied that �a written
and duly authenticated confirmation of such telegr`aphic communication over the signature of
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P�RT D - SPECIAL CONDITIONS
the bidder was mailed prior to the proposal opening time. If such confirmation is not received
within forty-eight (48) hours after the proposal opening time, no further consideration will be
given to the proposal.
D-4 TAX EXEMPTIONS: This con#ract is issued by an organization which qualifies for
exemption pursuant of the provisions of Aiticle 20.04(F) of the Texas Limited Sales, Excise and
Use Tax Act. All equipment and materials not consumed by or incorporated into the project
construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All
such taxes 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 DEStGNAT10N: Construction under these Special Documents shall be
performed under the Project Designation: Project No: PS46-07046410260
D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance
Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-
A-21 through 12-A-29) prohibiting discrimination in employment practices.
The Contractor shall post the required notice to that effect on the project site, and at his request,
will-be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer
any qualified applicant he may have on file in his office to the Contractor. Appropriate notices
may be acquired from the Equal Employment Officer.
D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre-
construction conference shall be held with representatives of the following agencies present:
City Engineering Department, City Water Department, City Public Works Department, other
interested--City Departments (such as Traffic), interested utility companies (such as gas,
telephone; and electric), Design Engineer and the successful Contractor. Contractor shall
submit a schedule of operations at the pre-construction conference.
D-8 COORDINATION MEETINGS: For 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 B1D 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
�ontract. ' �
D-11 OMIT:
D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
A. Definitions:
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1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate
of authority to self-insure issued by the commission, or a coverage agreement (TWCC-
81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation
insurance coverage for the person's or entity's employees providing 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
D until the contractor's/person's work on the project has been completed and accepted by
the govemmental entity.
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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 contractors, subcontractors, leasing companies, motor carriers,
owner operators, employees of any such entity, or employees of any entity which
fumishes persons to provide services on -the project. "Services" include, without
limitation, providing, hauling, or delivering equipment or =materials, or providing labor,
transportation, or other services related to a project. "Services" does not incJude
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 cover�ge agreements, which meets the statutory
requirements of Texas Labor Code, �ection 401.011(44) or all employees of the Contractor
providing services on the project, for the•duration of the project.
C. The Contractor must provide a certificate of coverage to the govemmental entity prior to
being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends during
the duration of the project, the contractor must, prior to the end of the coverage period, file a
new certificate of coverage with the govemmental entity showing that coverage has been
extended.
E. The Contractor shall obtain from each person providing services on a project, and provide
the govemmental entity:
1. A certificate of coverage, prior to that person beginning work on the project, so the
govemmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
2. No later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
F. The contractor shall retain all required certificates of coverage for the duration of the project
and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by �ertified mail or personal
delive .ry, within ten� (10) days after the contractor knew or should have known„ of any change
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PART D - SPECIAL CONDITIONS
that matenally affects #he` provision of coverage of any person providing services on the
project:
H. The contractor shall post on each project site a notice, in the text, form and manner
p'rescribed by the Texas Worker's Compensation Commission, informing all 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.
I. The contractor shall contractually require each person with whom it contracts to provide
services on a project, to:
1. Provide coverage, based on proper reporting on classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory r.equirements of Texas
Labor Code�, Section 401.01'I(44) for all of its employees providir�g services on the
project, for the duration of the project;
2. Provide to the Contractor, prior to that person beginning work on the project, a certificate
of coverage shovVing that coverage is being provided for all employees of the person
providing services on the proje,ct, 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 other person with whom it contracts, and provide to the Contractor:
a.) A certificate of coverage, prior to the other person beginning work on the project;.and
b.) A new certificate of coverage showing extension of coverage, prior to the end of the
coverage period, if the coverage period shown on the current certificate of coverage
ends during the duration of the project.
5. Retain all required certificates of 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. Contractualty require each person with whom it contracts, to perf'orm as required by
paragraphs (1)-(7), with the certificates of coverage to be provided to the person for
whoPn they are providing services.
8. By signing this contract or providing or causing to be provided a certificate of coverage,
,�he contractor is representing� to the governmental entity that all employees of the
contractor who will provide services on the project will be covered by worker's
compensation coverage for the duration of the project, that the coverage will be based on
proper reporting of classification codes and payroll amounts,, and that all coverage
agreements will .be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing false or
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PART D - SPECIAL CONDITIONS
misleading information may subject the contractor to administrative, c�iminal, civil
penalties or other civil actions.
9. The contractor's failure to comply with any of these provisions is a breach of contract by
the contractor which entitles the 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.
J. 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 law requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance. This includes
persons providing, hauling, or delivering equipment or materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their
employer or status as an employee."
Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information
on the legal requirement for coverage, tp verify whether your employer has provided the
required coverage, or to report an employer's failure to provide coverage".
D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M1WBE) 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
D 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 WBE. The misrepresentation of acts (other than a negligent misrepresentation)
and/or the commission of fraud by the Contractor will be grounds for termination of the contract
a and/or initiating action under appropriate federal, state, or local laws or ordinances relating to
false statement. Further, any such misrepresentation (other than a negligent misrepresentation)
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PART D - SPECIAL CONDITIONS
and/or commission of fraud will result in the Contractor being determined to be irresponsible and
barred from participating in City work for a period of time of not less than three years.
The City will consider the contractor's performance regarding its M/WBE program in the
evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or #o demonstrate "good
faith effort", shall result in a bid being rendered non-'responsive to specifications.
Contractor shall provide copies of subcontracts or co-signed letters of intent with approved
M/VVBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide
monthly reports on utilization of the subcontractors 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
co�tract 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/WBE contractors used in
meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s)
must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or
Texas Department of Transportation (TxDO�, Highway Division and must be located in the nine
(9) county marketplace at time of bid. The Contractor shall contact all such M/WBE
subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort
forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid
opening may result in the rejection of bid as non-responsive.
Whenever a change order affects the work of an M/WBE subcontractor or supplier, the MNVBE
shall be given an opportunity to perForm the work. Whenever a change orde� exceeds 10% of
the original contract, the M/WBE 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:
Make no unjustified changes or deletions in it's M/1NBE participation commitments
submitted with or subsequent to the bid, and,
2. If substantial subcontracting and/or substantial supplier opportunities arise during the
term of the 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 comply with modifications to goals as determined by the City,
and ,
3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to
change or delete any of the M/V1/BE subcontractors or suppliers. Justification for change
may be granted for the following:
a: Failure of Subcontractor to provide evidence of coverage k�y Worker's Compensation
Insurance.
b. Failure of Subcontractor to provide required general liability of other insurance.
c. Failure of Subcontractor to execute a s#andard subcontract form in the amount of the
� proposal used by the Contractor in preparing his M/WBE Participation plan.
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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 ttie Plans, the General Contract
Documents or these Special Contract Documents, in which no specific item for bid has been
provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which
� shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal
and replacement of fencing, and cleanup are general items of work which fall in the category of
subsidiary work.
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d. Defauit by the M/WBE subcontractor or supplier in the performance of the
subcontractor.
Within ten (10) days after final payment from the City, the contractor shall provide the
M/WBE Office with documentation to reflect final participation of each subcontractor and
supplier used on the project, inclusive of M/V1/BEs.
D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its
entirety and substitute the following "new paragraph: �
D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have
been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with
statutory requirements, as being the prevailing classifications and rates that shall govem on alt
work performed by the Contractor or any Subcontractor on the site of the project covered by
these Contract Documents. In no event shall less than the following rates of wages be paid.
(Attached)
CLASSIFICATION
Air Tool Operator
Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Batterboard Setter
Carpenter
Concrete Finisher (PAV)
Concrete Fini�her �STRS).
Concrete Rubber
Electrician
Flagger
Form Builder (STRS)
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HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 1995
RATE
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
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Form Liner
Form Setter (Pav & Curb)
Form Setter (Structures)
Laborer, Common
Laborer, Utility
Mechanic
Oiler
Servicer
Piledriver
Pipelayer
.Blaster
$8.91 �
$8.686
$8.427
$6.402
$7.461
$10.658
$8.698
$8.104
$7.500
$8.509
$11.333
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PART D - SPECIAL CONDITIONS
CLASSIFICATION RATE
CLASSIFICATION
POWER EQUIPMENT OPERATORS
Asphalt Distributor $8.404
Asphalt Paving Machine $9.053
Broom or Sweeper Operator $7.908
Bulidozer, 150 HP or Less $8.703
Bulidozer, Over 150 HP $9.160
Concrete Paving Curing Mach.$8.213
Concrete Pav Finishing Mach. $9.453
Concrete Paving Form Grader$8.500
Concrete- Paving Joint Mach. $9.042
Concrete Paving Joint Sealer$7.350
Concrete 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 % cy) $9.513
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(1 %2 cy & Over) $10.517
Crushing or Scmg Plt Opr. $9.500
Elevating �Grader Foundation
Drill Oper. (Crawler Mounted) $10.000
Foundation Drill Operator
(Truck Mounted) $11.138
Foundation Drill Opr Helper
Front Ent Loader
(2 'h CY or Less) $8.823
Front Ent Loader
(Over 2 '/z C� $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
Pavemeht Marking Machine $6.402
Posthole Driiler Operator $9.000
Roiler, Steel Wheel
(Plant-Mix Pavements) $8.339
Roiler, Steel Wheel
(Flatwheel or Tamping) $7.963
Roller, Pneumatic Self-Pro $7.403
Scraper - 17 CY & Less $8.138
Scraper - Over 17 CY $8.205
Side Boom $7.793
Tractor - Crawler Type '
(150 HP & Less) $8.448
Tractor - Crawler Type
(Over 150 HP) $8.873
Tractor - Pneumatic $7.735
Traveling Mixer $7.615
Trenching Machine - Light $8.188
Trenching Machine - Heavy $12.498
Wagon-Drill, Boring Machine $9.000
Reinforcing Steel Setter
(Paving) $9.218
Reinforcing Stee! Setter
(Structural) $11.548
Steel Worker - Structural $16.300
Sign Erector $11.436
Spreader Box Operator $6.988
Barricade Servicer Zone Wk. $6.402
Mounted Sign Installer
(Permanent Ground) $6.402
Truck Driver - Single Axle
(Light) $7.465
Truck Driver - Single Axle
(Heavy) $8.067
Truck Driver - Tandem Axle
(Semi-Trailer) $7.816
Truck Driver - Lowboy/Float $9.653
Truck Driver - Transit Mix �$7.507
Truck Driver - Winch $8200
Vibrator Operator $7.000
Welder ' $10.459
RATE �
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D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain
temporary construction, right-of-entry agreements, and/or permits to perform work on private
property.
The City has attempted to obtain the temporary construction and/or right-of-entry agreements for
properties where construction activity is necessary on City owned facilities, such as sewer lines
or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it
shall be the Contractor's responsibility to ok3tain the agreement prior to beginning work on
subject property. This shall be subsidiary to the contract. The agreements which the City has
obtained are available to the Contractor for review by contacting the plans desk at the
Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the
Contractor to obtain written permission from property owners to perform such work as cleanout
repair and sewer service replacement on private property. Contractor shall adhere to all
requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's
attention is directed to the agreement terms along with any special conditions that may have
been imposed on these agreements, by the properiy 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 the
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 is the
Contractor's responsibility to provide the �required flagmen and/or provide payment to the
appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way.
Any and all costs associated with compliance with permits(s) including payment for flagmen shall
be subsidiary to the project price. No additional payment will be allowed for this item.
D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction
a of this project, it will be necessary to deactivate, for a period of time, existing lines. �The
Contractor shall be required to coordinate with the Water Department to determine the best
times for deactivating and activating those lines.
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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.
a D-20 SHOP DRAWINGS' Shop drawings shall be submitted by the �ontractor to the
Construction Engineer, for all equipment and materials for this project. Contractor shall submit
seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may
be required by the Engineer for his review. Such review by the Engineer shall include checking
0 for general conformance with the design concept of the project and general comptiance with
information given in the General Contract Documents. Indicated action by the Engineer, which
a may result from his review, shall not constitute concurrence with any deviation from the plans
and specifications unless such deviations are specifically identified by the method described
below, and further shall not relieve the Contractor of responsibility for errors or omissions in the
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PART D - SPECIAL CONDITIONS
submitted data. Processed shop drawing submittal are not change orders. The purpose of
submittals, by the Contractor, is to demonstrate that the Contractor understands the design
concept, and tha# he demons#rates his understanding by indicating which equipment and
materials he intends to fumish and install, and by detailing the fabrication and ins#allation
methods he intends to use. If deviations, discrepancies or conflicts between submittals and the
design drawings and/or specifications are discovered, either prior to or after submittals are
processed, the design drawings and specificatior�s shall govern. The Contractor shall be
responsible for 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 satis#actory performance of his work. The Contractor shall check and verify all
measurements and review submittals prior to being submitted,, and sign or initial a statement
included with #he submittal, which signifies compliance with the plans and specifications and
dimensions suitable for the application. Any deviation from the specified criteria shall be
expressly stated in writing in the submittal.
Shop drawings shall be submitted for the following items prior to installation:
1. All pipe
2. Reinforced steel fabrication for structures
3. Cast Iron structural appurtenances
Shop drawings must be approved by the �ngineer 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 line crosses over_a water
line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or
sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The
required length of replacement shall be determined by the Engineer. The material fof 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 irdn soil pipe
with polyethylene wrapping. Adapter fittings shall be a`urethane or neoprene coupling ASTM
C-425 with series 300 stainless steel compression straps.
Payment for work °such as backfill, fittings, tie-ins and all other associated appurtenances
required, shall be included in the linear foot price of the appropriate bid item.
D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known
surface and subsurface structures. However, the Owner assumes no responsibility for failure to
show any or 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 increasing the pay quantities in any manner whatsoever.
The Contractor shall be responsible for verifying the locations of and protecting all existing
utilities, service lines, or other p�operty exposed by his construction operations. Contractor shall
make all• necessary provisions for the support, protection, relocation, and/or temporary relocation
of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines,
electrical cables, drainage pipes, and all other utilities and structures both 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 incurrecl 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.
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PART D - SPECIAL CONDITIO�IS
Where existing utilities or service lines are cut, broken or damaged the Contractor shafl replace
or repair the utilities or service lines with the same type of original material and construction, or
better, unless otherwise shown or noted on the plans, at his own cos# 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 Iot surface, fencing, and like structures shall
be replaced at no cost to the City by material of equal value and quality as that damaged.
In case it is necessary to change or move the property of any Owner of a public utility, such
property shall not be moved or interfered with until ordered to do so by the Engineer. The right
is reserved to the owner of public utilities to enter upon the limits of the p�oject for the purpose of
making such changes or repairs of their property that may �e made necessary by perFormance
of this contract. �
The utility lines and conduits shown on the plans are for information only and are not guaranteed
by the City of the Enginee`r 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 any 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.
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 res�lts 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 6701d
o 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 Construction and Maintenance Work �reas.
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The Contractor will not remove any regulatory sign, instructional sign, street name sign or other
sign which has been erected by the City. If it is determined that a sign must be removed to
permit required construction, the Contractor shall contact the Transportation/Public Works
Department, Signs and Markings Division,. (Phone Number 871-8100) to remove the sign. In the
case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign
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PART D - SPECIAL -CONDITIONS
meeting the requirements of the above-referenced manual and such temporary sign must be
installed prior to the removal nf the permanent sign. If the temporary sign is not installed
correctly or if it does not meet the required specifications, the permanent sign shall be left in
place until the temporary .sign requirements are met. When construction work is completed to
the extent that the permanent. sign can be reinstalled, th� Contractor shall again contact the
Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in
place until such reinstallation is completed.
The Contractor shall furnish barricades, flares, etc., for .the protection of the public and
the work.
2. The cost of the traffic control shall be included in the price bid for pipe complete in place
as �bid in the Proposal, and no other compensation will be allowed.
3. The Contractor shall fumish a traffic control plan to the City at the pre-construction
meeting. The cost�for traffic control shall be subsidiary to the unit prices for this project.
D-25 PAYMENT: Payment for all.work and material involved in salvaging, abandoning, and/or
removing of existing facilities shall be included in the linear foot bid price of tl�e pipe except.as
follows:
1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and
larger, 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 ope[ation.
D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the
work, except when direct antl unavoidable extra cost to the Contractor is caused by �the failure of
the City to provide information or material, if .any, which is to be 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 by 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, ho�vever, be subject to the approval of the City
Council; and no such extension of time shall �elease 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, waming and detour signs shall
conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524,
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PART�D - SPECIAL CONDITIONS
and/or as shown on the plans. Construction signing and barricades shall conform with "1980
Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of.
� D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit
the project site and make such examinations and explorations as may be necessary to
determine all conditions which may affect construction of this project. Particular attention should
o be given to methods of providing ingress and egress to adjacent private and public properties,
procedures for protecting existing improvements and disposition of all materials to be removed.
Proper consideration should be given to these details during the preparation of the Proposal and
� all unusual conditions which may give rise to later contingencies should be brought to the
attention of the Owner prior to the submission of the Proposal.
('� D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall
�.f comply with present.zoning requirements of the City of Fort Worth in the use of vacant property
for storage purposes.
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D-31 WATER FOR CONSTRUCTION: Water for construction will be fumished by the
Contractor at his own expense.
D-32 WASTE MATERIAL: ,�It waste material shall become the property of the Contractor and
shall be disposed of by the Contractor at locations approved by the Engineer. All material shall
be disposed of in such a manner as to present a neat appearance and to not obstruct� proper
drainag,e or to cause injury to street improvements or to abutting property. _
� 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 sha11 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.
p Final acceptance of the completed project work shall be given by the City of Fort Worth
Department of Engineering.
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D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times
unless otherwise directed by the Engineer.
D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the
Contract, it shall be the responsibility of the Contractor to fumish a schedule outlining the
anticipated time for each phase of construction with starting and completion dates, including
sufficient time being allowed for cleanup.
D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LlNES: The following
procedures will be followed regarding the subject item on this contract:
1. A waming sign not less than five inches by seven inches, painted yellow with black letters
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus.
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PART D - SPECIAL CONDITIONS
The warning sign shall read as foliows: "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 Electric) who will erect temporary mechanical
barriers, de-energize the 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. The Contractor is required to make arrangements with the Texas Electric Service
company for the temporary relocation or raising of high voltage lines �at the Contracto�'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).
D-37 CONTRACTOR'S, RESPONSlBILlTY FOR DAMAGE CLAIMS: The Contractor
covenants and agrees to indemnify, hold harmless and defend the City, and their officers,
agents servants or employees, and/or owners of the units and lot abutting the units in this
contract from and against any and all .claims for damages or injuries, including death, to any and
all persons or property, 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 Contract, 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 tt�e Director for the Department of
Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be
recommended by the Dicector of Department of Engineering for`a period of 30 days after-the
date of su�h final inspection, unless the Contractor shall submit written evidence satisfactory to
the Director that the claim has been settled and a release has been obtained from the-claimant
involved.
Although the claim concerr�ed remains unsettled as of the expiration of the above 30-day period,
the Contractor may be deemed to be entitled to a semi-final payrnent for work completed, such
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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 period of six months following the date of the acceptance for the
work perFormed unless the Contractor submits evidence in writing satisfactory to the Director
that:
1. The claim hasy.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.
.O 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 paymerit to the
O Contractor be made. At the expiration of the six-month period, the Director may recommend that
final payment be made if all other work has been performed and- all other obligation of the
Contractor have been met to the satisfaction of the Director.
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The Director may, if 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 �vor�C performed under a City contract or under a develo�er-let contract for City� of
Fort Worth street and/or storm drainage facilities.
D-38 SANITARY FACILITIES FOR WORKEF�S: The Contractor shall provide all necessary
� sanitary conveniences for the use of workers at the project site. Specific attention is directed to
this requirement.
O 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 RIGHT TO AUDIT:
A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment
under this contract have access to and the right to examine and photocopy any directly
pertinent books, documei�ts, papers and records of the Ca�tractor 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 prauisions of this
section. The Cify shall give Contractor reasonable advance 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 expiration of three (3) years after
final payrrlent under the subcontract, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of such subcontractor, invcslving
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PART D - SPECIAL CONDITIONS
transactions to the subcontract, and further, that City shali, have access durir�g normal
working hours to all subcontractor facilities, and shall be provided adequate,and appropriate
work space, in arder to conduct audits in compljance 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 DECREASE IN QUANTITIES: The quantities shown in the proposal are
approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to
submitting a bid.
When the quantity of the work to be done or materials to be fumished under any pay item of the
contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by
Contractor, ,then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on the portion of work above 125% of the quantity in the contract.
Vllhen the quaritity of the work to be done or materials to be furr�ished under any pay item of the
contract is, less than 75% di the quantity stated in the contract, whether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on the portion of work below 75% of the quantity stated in the contract.
This paragraph 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
Contractor 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 Director 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 l�y 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 pe�formed 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 stiall 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, the Contractor shall
provide the Ditector of .Department of Engineering access to ;all accounts, bills and vouchers
relating thereto.
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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 with Figure 30, except that they shall be 1'-0"
by 2'-0" in size. The information box shall have the following information:
For Questions on this Project Call:
(817)87�-8306 M-F 7:30 am to 4:30 p.m.
or
(817)871-8300 Nights and Weekends
Any and all cost for the required materials, labor, and 'equipment necessary for the furnishing of
Project Signs. shall be considered as a subsidiary cost of the project and no additional
a compensation will be allowed.
O 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 arid/or driveways shall be completely replaced for the full existing width, between
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 VVorks Department
Standard Specifications for Construction, Item 504.
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At locations where mains are required to b� placed under existing curb and gutter, such curb
and gutter shall be replaced to matcb type and geometry.of the removed c�rb and gutter shall be
installed in accordance with City of Fort Worth Public Works Department Standard Specification
for Construction, Item 502.
Payment for cutting, backfill,
(� required, shall be included
�1 drivemray repair.
concrete, forming materials and all other associated appurtenances
n the square yard price of the bid item for concrete sidewalk or
j'� D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under
l.j 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
�j conditions. Payment for miscellaneous placement of material will be made for only that amount
U 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
0 amount used for the project.
D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be
mechanically compacted unless the Contractor can fumish the Engineer with satisfactory
a 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.
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PART D - SPECIAL CONDITIONS
If excavated maferial is obviously granular in nature, containing little or no plastic material, the
Engineer may waive the test report requirement.
See E-124, Type "C" Backfill, and E2.11 Trench Backfill.**
* Revised 3120/81
** Revised 4/20/81
D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the
Engineer, �rushed Limestone sF�all 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 Item 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.
Payment for crushed limestone backfill in place shall be made at the unit price bid in the
Proposal multiplied by the quantity of material used measured in accordance with E2-2.16
Measurement of Backfill Materials, Construction Specifications, General Contract Documents.
D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for
Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as
base repair. Since this call-out includes the inrord "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.
D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and
backfill under parking lots, driveways, 'grave! 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 5pecifications except as specified herein.
A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the
stated maximum trench 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 documel�t.
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 material is obviously
granular in nature, containing`• little or no plastic material, the Engineer may waive the test
report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for
additional requirements. When i ype "C" backfill material is not suitable, at the direction of
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PART D - SPECIAL CONDiT10NS
the Engineer, Type "B" backfill material shail be used. In generai, all backfiil matenal for
trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand
material specified in Figure(s) A-D shall be obtained from an approved source and shall
consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or
vegetable matter and shall �meet the following gradation:
Size Sieve
#4
#16
#50
#100
#200
% Retained
0-5
0-20
0-50
60-95
90-100
(P.I. = 8 or less)
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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 I
(� 95% Standard Proctor Density by jetting, mechanical tamping
�.� Backfill material to be mechanically tamped must be within
content.' The top finro (2) feet of sewer line trenches and tl
o water line may be rolled in with heavy equipment tires,
appropriaxe to the material being used and the operation can
to the installed pipe.
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�e backfilled per Figure Q with
, or a combination of inethods.
+-4% of its optimum moisture
ie top eighteen (18) inches of
provided it is placed in lifts
be perFormed without damage
The City, at its own expense, will perForm trerich compaction tests per A.S.T.M. standards on
all trench backfill. Any retesting required as a result of failure to compact the backfill material
to meet the standards will be at the expense of the Contractor and will be billed at the
commercial rates as determined by the City. These soil density tests shall be performed at
two (2) foot vertical intervals beginning at a level finro (2) fee# above the top of the installed
pipe and continuing to the top of the completed backfill at intervals along the trench not to
exceed 300 linear feet. The Contractor will be responsible for providing access and trench
safety system to the level of trench backfill to be tested. No extra compensation will be
allowed for exposing the backfill layer to be tested or providing trench safety system for tests
conducted by the City.
D. MEASUREMENT AND PAYM�NT: All material, in�luding any and all Type "B" backfill, and
D labor costs of excavation and backfill will be included in the price bid per linear foot of water
and sewer pipe.
a D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the
proposal shall cover all cost for providing pavement repair equal to or superior in composition,
a o�„�9
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PART D - SPECIAL CONDITIONS
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 sh�all 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 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. All residential
driveways shall be accessible at night and over weekends.
It has been determined by the Transportation and Public Works Department that the strip of
existing HMAC pavement befinreen 'the existing gutter and the edge of the trench pavement
repair will not hold up if such strip of existing pavement is two (2) feet or less in width.
Therefore, at the locations in the project where the trench wall is three (3) feet or less from the
lip of the existing gutter, the Contractor shall be required to remove the existing paving to such
gutter. The pavement repair 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.
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.
A permit must be obtained from the Department of Engineering Construction Services Section by
the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make
utility cuts in the street. The Department of Engineering will inspect the paving repair after
construction. This permit requirement may be waived if work is being done under a PerFormance
Bond and inspected by the Qepartment of Engineering.
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY:
,A. GENERAL: This specification covers the trench safety requirements for all trench
excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The
requirements of this item govem all trenches for mains, manholes, vaults, service lines, and
all other appurtenances. The design for the trench safety shall be signed and sealed by a
Registered Professional Engineer licensed in Texas.
B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and
Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby
made a part of this specification and shall be th'e minimum goveming requirements for trench
safety.
C. DEFINITIONS:
1. TRENCHES - A#rench is referred to as a narrow excavation made #�elow 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.
os���s � SC-24
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PART D - SPECIAL CONDITIONS
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-iris. Shoring systems are generally comprised of cross-braces, vertical rails,
(uprights), horizontal rails (wales) andlor sheeting.
� D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing
ground to the bottom of the pipe or structures. The quantity of trench safety systems shall
be based on the linear foot amount of trench depth greater than five (5) feet.
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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 rehabilitation of sanitary sewer manholes
will be required as shown on the plans, and/or as described in these Special Contract
Documents in addition to those located in the field and identified by the Engineer. All
� manholes-shal! be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes,
Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract
Documents and Specifications, unless amended or superseded by requirements of this
Special Condition.
1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as
per Figure 121.
2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be
installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with
Fort Worth Water Department Standard E100-4 and shall be fitted and installed
according to the manufacturer's recommendations. Stainless Steel manhole inserts shall
be required for all pipe diameters 18" and greater.
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
cement grout.
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PART D - SPECIAL CONDITI�NS
4. FiNAL RIM ELEVAT�ONS: 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 shal� 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 the rim of the frame and shall have no larger #han 1/8 inch gap
between the frame and cover. Bearing surfaces shall be machine finished. Locking
manhole lids and frames will be restricted to locations within the 100-year floodplain and
areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and
Frames are acceptable for use where locking lids are specified.
6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when
manhole depth is four' (4) feet or less. All shallow cone manholes shall be built in
accordance with Figure, 105. All shallow cone manholes shall have a cast iron lid and
frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED.
7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary° sewer
manhole.
8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with
two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-
450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness.
9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole
sections constructed for the City of Fort Worth Water Department, excluding only the
joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint
sealants as per Figure M.
This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-
Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded
pipe form or suitable cross-sectional area or flat-tape 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 leng'th of time it is exposed to the elements:
The manufacturer shall fumish an affidavit attesting to the successful use of the product
as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period
of at least five years.
B. EXECUTION:
os���s SC-26
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PART D - SPECIAL CONDITIONS
1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame
shall be sealed with the above specified materials. Ail surfaces to be in contact 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.
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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 suitabfe for use as determined
by the Engineer shall be replaced. Grade rings that are constructed of brick, 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.
Iri 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 grade rings and manhole frame. Existing
bricicwork, if damaged by the Contractor, shall be replaced at the Contractor's expense.
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.
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 befinreen 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 i� 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 installed by �sing a straight edge
not less than ten (10) feet long so that the top of the casting will conform to the slope and
finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the
finished elevation. Allowances for the compression of the joint material shall be made to
assure a proper final grade elevation.
SC-27
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PART D - SPECIAL CONDITIONS
3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shaA be coated with.
two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46-
450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness.
4. The exteriar surface of all pre-cast section join#s 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 ahove the joint. The coated joint shall then be
wrapped with 6 mil plastic to protect the sealant from damage during backfilling.
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C. MEASUREMENT AND PAYMENT: The price bid for new manhole 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 coating and pavement repair.
The price bid for reconstruction of existing manholes shall include all labor equipment and
matenals necessary for construction of new manhole, including, but not limited to,
excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface
coating and pavement repair.
The price bid for adjusting and/or sealing of exisfing manholes shall incfude all labor,
equipment and materials necessary for adjusting and/or sealing the manhole, including but
not limited to, joint sealing, lifthole sealing, and exterior surface coating.
Payment for concrete collars will be made per each. Payment for manhole inserts will be
made per each.
D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement,
or new sanitary sewer service shall be required as shown on -the plans, and/or as described in
these Special Contact Documents in addition to #hose located in the fi21d 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 used, but only as directed by the En�ineer. The decision to use saddle taps as opposed
to tees shall be made on a case by case basis. The Contractor shall be re'sponsible for
coordir�ating the scheduling of tapping crews with building owners and the Engineer in order that
the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall
be given wF�en taps will be requir�d. Severed service connections shall be maintained as
specified in section C6-6.15.
A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the
Contractor shall vertically adjust the existing 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 as to line up with the service line and avoid
any honzontal adjustment. For open cut applications, all sanitary sewer service lines shall be
replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer
services on sewers being rehabilitated using pipe enlargement methods shall be replaced to
the property or easement line or as directed by the Engineer. Procedures 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 requiFed shall be included
in the price bid for Sanitary Sewer Taps. :. �
oa�a��ss S C-28
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PART D - SPECIAL CONDITIONS
B. SEWER SERVICE REPLACEMENT: All building sewer services encountered, durin�
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 replacement 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
property (to match existing), and all other associated work for service replacements in excess
of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service
line replacement. Payment for all work and material involving the "tap" shall be included in
the price bid for sanitary sewer service taps.
D-54 NOT USED
D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXtSTING FACILITIES: Any removal,
salvaging and/or abandonment of existing facilities will necessarily be required as shown on the
ptans, and/or described in these Special Contract Documents in addition to those located in the
field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5
Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and
Specifications, unless amended or superseded by r�equirements of this Special Condition.
A. SALVAGE OF �EXISTING WATER METER 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 Section E2-1.5 Salvaging of Materials.
B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing 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 nc�t 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
retumed to the Water Department warehouse by the Contractor in accordance with Section
- E2-1.5 Salvaging of� Materials. The void shall be backfilled and compacted in accordance
with backfill method as specified in Section E2-2.9 Backfille Backfill material shall be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
existing surrounding surface and grade.
a D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and 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 void area caused by the valve removal
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PART D - SPECIAL CONDITIONS
shall be backfilled and compacted in accordance with backfill method as specified in Section
EZ-2.9 Backfill. Backfill material shall be suitable excavated material approved by the
Engineer. Surface restoration shall �e compatible with existing sur�ounding 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 compatil5ie with
the existing surrounding grade.
G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes
enterin'g 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 specifieci 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 backfilling, 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
the structure disconnected. The complete manhole, including top or cone section, all full
barrel diameter section, and base section shall be removed. The excavation shall then be
backfilled and compacted in accordance with backfill method as specified in Section E2-2.9
Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the
Engineer. Surface restoration shall be compatible with surrounding surface.
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 trenching is required.
J. REMOVAL OF EXISTING PIPE:
the Contractor's responsibility to
fire hydrants and meter boxes
Storage Yard.
Where removal of the existing pipe is required, it shall be
properly dispose of all removed pipe. All remosed valves,
shall be delivered to Water Department Field Operation,
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.
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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 WARNtNG TAPES: Detectable underground utility waming tapes which
can be located from the surface by a pipe detector shall be installed directly above non-metallic
water and sanitary sewer pipe. The detectable tape shall be "Detect �Tape" manufactured by
Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid
aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis,
acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the
tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit
weight of 2'/z pounds/1 inch/100'. The tape shall be color coded and imprinted with the message
as follows:
Tvpe of Utiliiv Co/or Code
Water
Sewer
Safety Blue
Safety Green
Lepends
Caution! Buried Water Line Below
Caution! Buried Sewer Line Below
Installation of detectable tapes shall be per manufacturer's recommendations and shall be as
close to the grade as is practical for optimum protection and detectability. Allow a minimum of
18 inches between the tape and the pipe. Payment for wor{c 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
a inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night
plug shall be installed on all exposed pipe ends during any period of work stoppage.
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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 changed 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 SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material,
the Contractor shall advise the Director of Engineering Department, acting as the City of Fort
Worth's Flood Plain Administrator ("AdministratQr"), qf the location of all sites v�+here the
Contrastor �intends to dispose of suCh material. Contractor shall not dispose of such material
until the proposed s'ites 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
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PART D - SPECIAL CONDITIONS
#he site �s 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 s�aall remove the spoil/fill material at its expense and dispose of such materials in
accordance with the Ordinances of the City and this section.
D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute
a release of inechanics and materialmen's liens upon receipt of payment.
D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of
quality which the City believes necessary to procure a satisfactory project. No substitutions wilE
be permitted until the Contractor has received written permission of the Engineer #o make a
substitution for .the material which has been specified. Where the term "or equal", . or "or
approved equal" is used, it is understood that if a material, product, or' piece of equipment
bearing the name so used is fumished, it will be approvable, 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 altemative
items or material or equipment which may accomplish the intended purpose. However, the
Contractor shall have the full responsibility of proving that the proposed substitution is, in fact,
equal, and the Engineer, as the representative� of fhe City, stiall be the sole judge of the
acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall
be applicable to all sections of these specifications.
D-62. PRE-CONSTRUCTION TELE�ISION 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
(pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned,
and a television inspection performed to identify any active sewer service taps, other sewer
laterals and their location. Work shall consist of fumishing all labor, material, and equipment
necessary for the cleaning and inspection of the sewer lines by means of closed circuit
television. Satisfactory precautions shall be taken to protect the sewer lines from damage
that might be inflicted by the improper use of cleaning equipment.
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 selection of finro or more high-velocity nozzles. The nozzles shall be
capable of producing a scounng 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
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PART D - SPECIAL CONDITIONS
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 cieaning 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 obstr�ctions 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 perfo�med 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 manhole of the section being cleaned. Passing material from manhole
section to manhole section, which could cause line stoppages, accumulations of sand in
wet wells, or damage pumping equipment, shall not be permitted.
4. All solids or semisolid resulting from the cleaning operations shall be removed from the
(�j site and disposed of at a site designated by the Engineer. All materials shall be removed
r,.1 from the site no less often than at the end of each workday and disposed of at no
additional cost to the City.
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5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES.
6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The
camera shall be operative ir� 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.
B. EXECUTION:
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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
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PART D - SPECIAL CONDITIONS
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 befinreen the two
manholes of the section being inspected xo ensure good communications befinreen
members of the crew.
The imqortance of accurate distance measurements is emphasized. All television
inspection video tapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of ineter device. Marking on the cable, or
the like, which would require interpolation for depth of manhole, will not be allowed.
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.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for
the passage of a camera. Tlie methods used for securing passage of the camera are to
be at the option of the Contracior. The cost of retrieving the Television camera, under all
circumstances, when it becomes Iodged during inspection, shall be incidental to
Television inspection.
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept
by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewer service taps observed during inspection. In addition, other points of
significance such as locations of unusual conditions, roots, storm sewer connections,
broken pipe, presence of scale and corrosion, and other discemible features will be
recorded, and a copy of such records will be supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as. such photographing does not interfere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
�hall 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 compietion 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 orato locate service connections, the Contractor shall be required to re-
televise and provide a good tape of the line at no additional cost to the City. If a good
tape cannot be {�rovided of such quality that can be reviewed by the Engineer, no
payment for televising this �ortion shall be made. Also, no payment shall be made for
portions of lines not #elevised or portions where manholes cannot be negotiated with the
television camera.
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THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION
FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the
tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary
sewer are to be corrected. Tapes will be retumed to the Contractor upon completion of
review by the Engineer.
All costs associated with this work shall be incidental to unit prices bid for items under
Television Inspection of the Proposal.
C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Con,struction Cleaning and Television Inspection of
sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall
provide the Engineer with tapes of a quality that the particular piece of sewer can be readily
evaluated as to existing sewer conditions and for providing appropriate means for review of
the tapes by the Engineer including collection and removal, transportation and disposal of
sand and debris from the sewers to a legal dump site.
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
D of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall
be incidental and no payment shall be made.
� The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor, and the costs must be included ir� the bid price for N
a Inspections. The cost of retrieving the TV Camera, under all circumstances, when it
becomes lodged during inspection, shall be incidental to N Inspection.
� The item shall also include all costs of installing and maintaining any bypass pumping
required to provide reliable, regular sewer service to the area residents. All bypass pumping
shall be incidental to the project.
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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 be tested with all connections in place. Lift holes
shalf" be plugged, and all drop-connections and, gas sealin� connections shall be installed
prior to testing.
The sewer lines entering the manhole shall be plug�ed. and braced to prevent the plugs
Q 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
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PART D - SPECIAL CONDITIONS
frame at the top of the manhole and infiated in accordance with the manufacturer's
recommendations. A vacuum of ten inches of inercury�(10"Hg) shall be drawn and the
vacuum pump will be tumed off. With the valve closed, the level of vacuum shall be read
after the required test time. The required test time shall be determined.from the Table I
below in accordance with ASTM C1244-93:
Table I
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'
20'
22'
24'
26'
28'
30'
ForEach
Additional 2'
45 sec.
50 sec.
55 sec.
59 sec.
64 sec.
69 sec.
74 sec.
5 sec.
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59 sec.
65 sec.
72 sec.
78 sec.
85 s�c.
91 sec.
98 sec.
6 sec.
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
conforms to the construction maferial of the manhole. The manhole shall be retested as
described above until it has successfully passed the test.
Following completion of a successful test, the manhole shall be restored to its normal
condiiion, all temporary plugs �hall be removed, all braces, equipment, and debris shall
be removed and disposed of in a manner satisfactory to th�' 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 putnping the sewage into a downstream manhole or adjacent
system or other method as may be approved by the Engineer. The pump and.bypass lines shall
be of adequate capacity and size to handle the flow without sewage backup occurring to
facilities connected to the sewer. Provisions shall be made at driveways and street crossings to
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.
oai��s SC-36
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A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television
inspection performed. Work shall consist of furnishing all labor, material, and equipment
necessary for 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.
� D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER:
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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 inspectiort.
C. EXECUTION:
PART D - SPECIAL CONDITIONS
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,
0 telephones or other suitable means of communications shall be set up between the finro
manholes of the section being inspected to ensure good communications between
members of the crew.
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The importance of accurate distance measurements is emohasized. 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.
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.
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
by the Contractor and will clearly show the location in relation to an adjacent manhole of
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PART D - SPECIAL CONDITIONS
each sewer service tap observed during inspection. All television logs shall be
referenced to stationing as shown on the plans. A copy of these television logs will be
supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Cor�tractor upon request of the
Engineer, as� long as such photographing does not interfere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be 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 retumed to
the Contractor upon completion of review by the Engineer. Tapes shall not be erased
without the permission of the Engineer.
If the tapes are of such poor aualitv that fhe 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 caood taae of the line at no additional cost to 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 payment shall be made for
portions of lines not televised or portions where manholes cannot be negotiated with the
television camera.
D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY
SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be
per linear foot of sewer televised. The Contractor shall. provide the Engineer with tapes of a
quality that the particular piece of sewer can be readily er�aluated as to sewer conditions and
for providing appropriate means for review of the tapes by the Engineer.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner)
to provide video image required for line analysis. The quantity of TV inspection shall be
measured as the total length of new pipe installed. All costs associated with this wo[k shall
be included in the appropriate bid item - Post-Construction Television Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping
required to provide reliable, regular sewer service to the area residents. All bypass pumping
shafl 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 manufacturers certifications for all manufactured items to be used in the project
and will bear any expense related ihereto. .
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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 shali 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 itern being tested.
E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to
the job site. The ticicet shall specify the name of the pit supplying the fill material.
D-67 TEMPORARY EROSION, SE�IMENT, AND WATER POLLUTION CONTROL:
A. DESCRIP�IDN:--T-�is- 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 subs�itute 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 incfude dikes, dams, berms, sediment� basins,
fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble
liners, baled-hay retards, dikes, slope drains and other devices:
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
installatio� 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
perma�ent 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.
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PART D - SPECIAL CONDITIONS
Waste or disposal areas and cons#ruction roads shali 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 adjacenf to live streams, such
areas shall be separated from the stream by a dike or other barrier to keep sediment from
entering a flowing stream. Care shall be taken during the cons#ruction and removal of
such barriers to minimize the muddying of a stream.
3. All waterways shall be cleared as soon as prac#icable of false work, piling, debris o� other
obstructions placed during �construction operations that are npt 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 materiafs. He shall
conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes
and reservoirs and to avoid interference with movement of migratory fish.
C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide
temporary erosion control shall be considered subsidiary to the contract and no extra pay will
be given for this work.
D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor
shall provide ingress and egress to the property being crossed by this construction and adjacent
property when construction is not in progress and at night. Drives shall be left accessible at
night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize
obstruction of access to drives and property during the progress of construction. Notification
shall be made to an owner prior to his driveway being removed and/or rebuilt.
D-69 PROTECTION OF TREES, PLANTS AND SO(L: All property along and adjacent to the
Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored
after completion of the work, to a condition equal to or better than existed prior to start of work.
Any trees or other landscape features scarred or damaged by the �ontractor's operations shall
be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work
will be permitted only by experienced workmen in an approved manner (No trimming or pruning
without the property owners' consent). Pruned limbs of 1" diameter or larger shall-be thoroughly
treated as soon as possible with a tree wound dressing.
D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to
original grade and condition after completion of his operations subject to approval of the
Engineer. The basis for approval by the Engineer will be grade ��storation to plus minus one-
tentn (0.1) of a foot.
D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted.in
the bid documents must appear i,n the latest "City of Fort Worth �tandard �Product List, for the
bid to be considered responsive. Products and processes listed in the "City of Fprt Worth
Standard Product List, shall be considered to meet City of Fort Worth minimum technical
requirements.
osi��ss SC-40
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PART D - SPECIAL CONDITIONS
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:
Q 1. At the Time of Contract �Document Execution
• ED-103-�Contractors Act of Assurance
• ED-104-Resolution
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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 AND SEEDING: This item shall be perFormed in accordance with
� the City of Fort Worth Parks and Community Services Department Specifications for Topsoil,
Sodding and Seeding.
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1. TOPSOIL
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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 wilF be secured from borrow sources as required to
supplement material secured from street excavation. All excavated materials from streets
which is suitable for topsoil will be used in the parkways and medians before any topsoil is
obtained from a borrow source. Topsoil material secured from street excavation shall be
stockpiled at locations approved by the Engineer, and at completion of grading and paving
operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6)
inches of compacted depth of topsoil parkways.
2. SODDING
D 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
D 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 a�ceptable. Bermuda and Buffalo grass sod shall have a
healthy, virile root system of dense, thickly matted roots throughout a finro (2) inch minimum
thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy,
virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness
of native soil attached to the roots.
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PART D - SPECIAL CONDITIONS
The sod shall be free from obnoxious weeds or other grasses and shail not contain any
matter deleterious to its grow#h 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, hauiing, 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.
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 �tems 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. �
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Spot Sodding
Furrows parallel to the curb line or sidewalk lines, finrelve (12) inches on centers or to the
dimensions shown on the Drawings, shall be op.ened 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 depth 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 finrenty-
five (25) pounds per square inch compression. Hand tamping may be required on
terraces.
Block Sodding.
At locations on the Drawings or where directed, sod blocks shall be carefully placed on
the prepared areas. The sod shall be so placed that the entire designated area shall be
covered, and any voids left in the block sodding shall be filled with additional sod and
tamped. The entire sodded area shall be rolled ancF- 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.
When necessary, the sodded areas shall be smoothed after planting has been
completed and shaped to conform to the cross-section previously provided and existing
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
Enginesr so that the completed surface will present a sightly appearance.
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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
#he Engineer until completion and final acceptance of the project by the City of Fort
Worth.
os���ss SC-42
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3. SEEDING
DESC.RIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a
mixture of seed of the kind specified along and 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 fumished and delivered in separate bags or
containers. A sample of each variety of seed shall be furnished for analysis and testing
when directed by the Engineer.
The specified seed shall equal or exceed the following percentages of Purity and
germination:
Common Name Puri Germination
Common Bermuda Grass 95% 90%
Annual Rye Grass 95% 95%
Tall Fescue _ 95% 90%
Westem Wheatgrass 95% 90%
Buffalo Grass Varieties
Top Gun 95% 90%
Cody 95% 90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEQING RATE (Ibs.); Pure Live Seed (PLS)
Mixture for Clav or Tiqht Soils Mixture for
Sandv Soils
Dates (Eastern Sections) (Western 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 SEEDlNG RATE; (Ib.) Pure Live Seed (PLS)
Dates (All Sections)
Aug 15 Tall Fescue 50
to Westem Wheatgrass 50
May 1 Annual Rye 50
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PART D - SPECIAL CONDITIONS
Total: 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 areas shall be watered as directed by the Engineer so as to prevent
washirag of the slopes or dislodgment of the seed.
b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after
seed� bed �reparation has been completed and shaped �o conform to 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
finro 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) inches and all particles in the seed bed shall be
reduced to less than one (1) inch in diameter or they shall be removed. The area shall then
be finished to line and grade as specified under "Finishing" in Section D-46, Construction
Methods.
The seed, or seed mixture, specified shall then be planted at the rate required and the
application sliall 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" lype. 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
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 to the cultivated area of the seed bed until a minimum depth of
six (6) inches is thoroughly moistened.
After the watering, when the ground has become sufficiently dry to be loose and pliable, the
seed, or seed mixture specified, shall then be planted at the rate required and the application
shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods,
the seed shall be sown in finro 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
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PAR7 D - SPECIAL COND1710NS
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.
f] RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where
L•1 temporary cool season species have been planted may be replanted beginning February 1
� with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in
� 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.
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'' 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 clearfy 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.
D 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. Tota� amount of nutrients
fumished and applied per acre shall equal or exceed that specified for each nutrient.
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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 othenrvise indicated on the Drawings, fertilizer shall be applied uniformly at the
average rate of three hundred (300) pounds per acre for all types of "Sodding" and four
hundred (400) pounds per acre for all types of "Seeding".
08/13/99
SC-45
PART D - SPECIAL CONDITIONS
MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard
in place on the project site. Measurement will be made only on topsoils secured from borrow
sources.
Acceptable material for "Seeding" will be measured by the linear foot, complete in place.
Acceptable material for ;Sodding" will be measured by the linear foot, complete in place.
Acceptable rnaterial for "Fertilizer" shall be subsidiary to the price of sodding or seeding.
PAYMENT: All work performed as ordered and measured as provided under "Measurement"
shall be paid for at the unit price bid for each item of work. Its price shall be full
compensation for excavating (except as noted below), loading, hauling, placing and
fumishing all labor, equipment, tools, supplies, and incidentals necessary to complete work.
All� labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place
topsoil or salvage topsoil as specified shall be included�in "Seeding" or "Sodding" bid items
and will not be paid for directly.
"Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit
price per square yard, complete in place, as provided in the praposal and contract. The
contract unit price shal� be the total compensation for fumishing and placing all sod; for all
rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials,
labor, equipment, tools and incidentals necessary to complete the work, all in accordance
with the Drawings and these Specifications.
The work performed and materials fumished and measured as provided under
"Measurement" shall be paid :for at the unit price for "Seeding", or "Sodding", of the type
specified, as the case may be, which price shall each be full compensation for fumishing `all
materials and for performing all operations necessary to complete the work accepted as
follows:
Feitilizer material and�application will not be me�sured or paid for directly, but is considered
subsidiary to Sodding and Seeding.
D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to
implement, and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet
OSHA requirements for all its employees and subcontractors at all times during construction. All
active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined
spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for
all applicable manholes and maintain an active file for these manholes. The cost of complying
with this program shall be subsidiary to the pay items involving wor{c in confined spaces.
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL 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.
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PART D - SPECIAL CONDITIONS
2. The inspector along with appropriate City staff and the City's consultant shall make an
inspection of the substantially completed work and prepare and submit to the contractor a
list of items needing to be completed or corrected. �
3. The contractor shall take immediate steps to rectify the listed defi�iencies 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
D subsidiary to the project price. Contractor shall still be required to address all other
deficiencies which are discovered at the time of final inspection.
a 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 installation except for short tunneling/tree augering.
D 2. Any and all trees located within the equipment operating area at each work site shall, at
the direction of thG �� �g�neer, be protected by erpcting a"s�?ow fence" along the drip line
or edge of the tree root system befween tree and the construction area.
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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 the 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.
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 diameter. Voids remaining after pipe
installation shall be pressure grouted.
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PART D - SPECIAL CONDITIONS
D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shali be
paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place
along the centerline of #he 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 Drawings or as directed by the City. Clay dams shall be keyed into undisturbed
soil to make an impervious barrier to reduce groundwater percolation through the pipeline
trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete.
Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for
pipe installation.
D-79 EXPLORATORY EXCAVATfON (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).
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, shall include full compensation for all materials, excavation, surface restoration, field
surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No
payment shall be made for exploratory excavation(s) conducted after construction has begun.
D-80 INSTALLATION OF WATER FACILITIES
80.1 Polyvinyl Chloride jPVC) Water Pipe: POLYVINYL Chloride Plas#ic Water Pipe
and fittings on this Project shall be in accordance with the material standard contained in
the General Contract Documents. Payment for work such as backfill, bedding, blocking,
detectable tapes and all other associated appurtenant required, shall be included in the
linear foot price bid of the appropriate BID ITEM(S).
�,80.2 Blocking: Concrete blocking on this Project will necessarily be required as
shown on the Plans and shall be installed ir� accordance with the General Con#ract
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.
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PART D - SPECIAL CONDITIONS
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 A�MIVA C-203.
Touch-up after field welds shall provide coating equal to those specified above.
C. Minimum thickness for casing pipe used shall be 0.375 inch.
Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade
Waterworks Manufacturing Company or an approved equal shall be used on all non-
concrete pipes when installed in casing. Installation shall be as recommended by the
manufacturer.
2. SEWER:
Q 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.
O 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.
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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.
80.5 Connection of Existing Mains: T,he Contractor shall determine the exact
D 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, an�i or angulation of existing lines between the contract drawings and what
a 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
O 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
a Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL
�CONDITIONS OF THE WATER DEPARTNIENT GENERAL CONTRACT DOCUMENTS
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PART D - SPECIAL COND1710NS
AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both
personally and in writing as to the location, time, and schedule of the service interruption.
The cost of removing any existing concrete blocking shall be included in the cost of
connection. Unless bid separately all cost incurred shall be included in the linear foot
price bid for the appropriate pipe size.
80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main
from which the extension and/or replacement is to be connected. This may require
closing valves in other lines and putting consumers out of service for that period of time
necessary to cut in the new valve; the work must be 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.
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 b� as specified in the Material Standards (E1-
17 & E1-18) contained in the General Contract Documents.
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 corporatian
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 othervvise directed by the
Engineer.
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. All
such work
on the outlet side of the service metpr shall be performed by a licensed plumber.
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PART D - SPECIAL CONDITIONS
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
D 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
D Meter. Any vertical adjustment of customer service line within the 5 foot area shall be
subsidiary to the service installation.
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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
the meter box and customer service line within 5 feet distance behind the meter will not
a justify separate payment at any time. Locations with multiple service branches will be
paid for as one service meter and meter box relocation.
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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 service reconnection is required when the
existing service is copper and at adequate depth to avoid breakage during street
reconstruction. The contractor shall adjust the` existing water service iine as required for
reconnection and fumish a new tap with corporation stop. The contractor will be paid for
one (1) Service Tap to Main for each service reconnected plus for any copper service line
used in excess of five (5) feet from Main to five (5) feet behind the Meter.
3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement
and relocation of a water service and meter box is required and the location of the meter
and meter box is moved more than finrelve (12) inches, as measured from the center line
of the `existing meter to location to the cef�ter 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.
4. NEW SERVICE: When new services are required the contractor shall install tap saddle
(when required), corporation stop, type K copper service line, curb stop with lock wings,
and meter box.
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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.
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PART D - SPEClAL CONDI710NS
Payment for ali work and materials such as tap saddle, corporation stops, and fittings
shall be included in the price bid for Service Taps to Mains.
Payment for all work and materials such as fumishing and setting new meter box shall be
included in the price bid for 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 incfude fumishing and installing the multiple
service branch only and 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 single 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.
Payment shall be made at the unit bid price�in the appropriate bid item(s).
80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-
inch service lines shall be installed to provide temporary water service to all buildings that
will nec�essarily be required to have seuered 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
service lines shafl be installed in accordance to the attached fiigures 1, 2 and 3. 2"
temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated
lime (HTH) prior to installation.
A two-inch meter will be furnished by the 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 Meter Shop for reconditioning or
replacement. Upon restoring permanent service, the Contractor shall re-install the meters
at tfie coRect location. The meter box shall be reset as necessary to be flush with the
existing ground or as otheiwise directed by the Engineer.
The temporary service layout shall have a minimum available flow rate of 5 GPM at a
dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor
to determine the length of temporary service allowed, number of service taps and number
of feed points.
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PART D - SPECIAL CONDITIONS
When the temporary service is required for more than one location the 2-inch temporary
service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next
successive project location.
Payment for 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 all 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 V1/ater Department forces.
Prior to the beginning of work, the Contractor shall make an inventory of the condition of
existing water valve boxes. The Construction Engineer will field verify this inventory and
provide the Contractor replacements for broken valve boxes. The contractor shall
replace the valve boxes which are damaged during constnaction at no cost to the City.
The unit price bid per each will be full compensation for all labor, materials, equipment,
tools, and iacidentals necessary to complete the work.
80.11 Purging and Sterilization of Water Lines: Before being placed into service all
newly constru.cted water lines shall be purged and sterilized in accordance with E2-24 of
the General Contract Documents and Specifications except as modified herein. The
Contractor will furnish all water for INITIAL 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 10 parts per million of free chlorine. Chlorinated water shall be
disposed of in the sanitary sewer system. Should a sanitary sewer not be available,
chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed
in service until two successive sets of samples, taken 24 hours apart, have met the
established standards of purity.
Purging and sterilization of the water lines shall be considered as incidental to the project
and all costs incurred will be considered to be included in the linear foot bid price of the
pipe.
80.12 Work Near Pressure Plane Boundaries: Contractor shall 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. Care shall be taken to ensure all "pressure plane"
valves installed are installed closed and no cross connections are made between
pressure planes
SC-53
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PART D - SPECIAL CONDITIONS
80.13 Water Sample Station:
GENERAL:
All water sampling s#ation installations will be per attached Figure 34 or as required in
large water meter vaults as per Figure 33 unless otherwise directed by the Engineer.
The appropriate water sampling station will be fumished to the Contractor free of charge;
however, the Contractor will be required to pick up this item at the Field Operations
Warehouse.
PAYMENT FOR FIGURE 34 INSTALLATI.ONS: 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 sadd�e, �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 vaultt 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 Ca�t 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 payment in full for all fittings, joint accessories, polyethylene
wrapping, horizontal concrete blocking, vertical tie-down co�crete blocking, and concrete
cradle necessary for construction as designed.
All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with
polyethylene wrapping conforming to Material Specification E1-13 and Construction
Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-
down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping,
horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle
shall be included in bid items for vales and fittings and no other payments will be allowed.
os���ss SG54
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PART D - SPECIAL CONDITIONS
D-81 SPRINKLING 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.
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D-82 DEWATERING:
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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 b�y the
Engineer. Ground water shall not be discharged into sanitary sewers.
Dewatering shall be considered as incidental to a construction and all costs incurred will be
considered to be included in the project price.
� D-83 TRENCH EXCAVATtON ON D�EP 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:
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REFERENCES: National f�rborist Association's "Pruning Standards for Shade Trees".
ROOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
C. NATURAL RESOURCES PROTECTION�FENCE
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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, Intemational fluorescent orange or red
color.
4. Combination,Fence: Commercially manufactured combination soil separator•fabric•on
wire mesh backing as shown on the Drawings.
ROOT PRUNING
1. Survey and stake location of root pruning trenches as shown on drawings.
SC-55
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PART D - SPECIAL CONDITIONS
E.
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2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in
order to minimize damage to the undisturbed root zone.
3. Backfill-and compact the trench 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 equahze soil
temperature and minimize water loss due to evaporation.
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 or cut by specified methods,
equipment and protectian. .
MULCHING: Apply 2-inches to 4inches of wood chips from trimming or ctearing
operation on areas designated by the Engineer. �
Tree Pruning shall be considered subsidiary to the project contract price.
D-85 TREE REMOVAL:
Trees to be removed shall be removed using applicable methods, including stump and root ball
removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing
utilities both overhead and buried. The Contractor shall immediately repair or replace any
damage to utilities and private property including, but not limited to, water and sewer services,
pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree
removal, including temporary service costs, shall be considered subsidiary to the project contract
price and no additional payment will be allowed.
D-86 TEST HOLES:
The mat�er 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
whether 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 logs 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
encountered in excavations is. the same, either in character, location, or elevation, as shown on
the boring logs. It shall be the responsibility of the bidder to make such,. subsurface
investigations as k�e deems necessary to determine the nature of the material to be •excavated.
The Contractor assumes all responsibility for interpretation of these records and for making and
maintaining the required excavation and of doing other work affected by the geology of the site.
os���s SG56
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PART D - SPECiAL CONDITIONS
a The cost of all rock removal and other associated appurtenances, if required, shall be included in
the linear foot bid price of the pipe.
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SC-57
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PART DA
ADDITIONAL SPECIAL CONDITIONS
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PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMITTED) ....................... ASC-3
DA-2 PIPELINE REHABILITATION P�PE ENLARGEMENT SYSTEM (OMITTED) .......... ASC-3
DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE (OMITTED) ..................... ASC-10
DA-4 SLIPLINING (OMITTED) ...................................................................................... ASC-10
DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ................................................ ASC-10
DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR (OMITTED) ................... ASC-14
DA-7 PROTECTIVE MANHOLE COATING FOR CORF�OSION PROTECTION ........... ASC-14
DA-8 MANHOLE REHABILITATION ITEMS (OMITTED) ............................................... ASC-16
DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITTED) ...... ASC-16
DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR (OMITTED) ....... ASC-16
DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM (OMITTED) .................... ASC-16
DA-12 INTERIOR MANHOLE COATING - SPRAYVI/ALL SYSTEM ............................... ASC-16
DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ............................ ASC-19
DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM (OMITTED) ............. ASC-21
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�-� ��C�A-15 7Ni'�R1bR MANHOLE COATING-STRONG-SEAL SYSTEM (OMITTED) ............ ASC-21
DA-16 RIG(D FIBERGLASS MANHOLE LINERS (OMITTED) ..........................:.............. ASC-21
� D- PV LINED CONCRETE WALL RECONSTRUCTION OMlTTED .
A 17 C ( ) .................... ASC-22
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DA-18 PRESSURE GROUTING (OMITTED) .................................................................. ASC-22
DA-19 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTED) ................... ASC-22
DA-20 FIBERGLASS MANHOLES (OMITTED) ............................................................... ASC-22
DA-21 LOCATION AND EXPOSURE OF MANHOLES AND VALbES (OMITTED) ........ ASC-22
DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER ..................................... ASC-22.
DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS (OMITTED) .......................... ASC-22
DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE (OMITTED) ................... ASC-22
oar�sr�s AS C-1
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PART DA - ADDITIONAL S�ECIAL CONDITIONS
DA-25 GRADED CRUSHED STONES (OMITTED) ......................................................... ASC-22
DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE (OMITTED) ................................. ASC-22
DA-27 BUTT .�OINTS - MILLED (OMITTED) ................................................................... ASC-23
DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) (OMITTED) ........o ................... ASC-23
DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER (OMITTED) ................ ASC-23
DA-30 NEW 7" CONCRETE VALLEY GUTTER (OMITTED) .......� .................................. ASC-23
DA-31 NEW 4" STANDARD WHEELCHAIR RAMP (OMITTED) ..................................... ASC-23
DA-32 8" PAVEMENT PULVERIZATFON (OMITTED) ............:........................................ ASC-23
DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CU� (OMITTED) ASC-24
DA-34 RAISED PAVEMENT MARKERS (OMITTED) .......:............ :................................ ASC-24
DA-35 POTE�ITIALLY PETROLEUM CONTAMINATED MATERIAL (OMITTED) ........... ASC-24
DA-36 LOADING, TRANSPORT, AND DISPOSAL OF CONTAM. SOIL (OMITTED) ...... ASC-24
DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC (OMITTED) ........................................ ASC-24
DA-38 CONCRETE PIPE FITINGS AND SPECIALS (OMITTED) .................................... ASC-24
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3. Work shall be performed in accordance with the requirements of the City of Fort Worth
Water Department, the Texas Department of Transportation, or railroad company,
as applicable.
Z. All excavation shall provide an open area conforming to the outside diameter of the
a 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.
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DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE: (OMITTED)
DA-2 PIPE ENLARGEMENT SYSTEM: (OMITTFD)
DA-3 FOLD AND FORM PIPE: (OMITTED)
DA-4 SLIPLINING: (OMITTED)
DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT:
A. GENERAL:
1. Fumish materials and necessary accessories, with strengths, thickness, coatings, and
fittings indicated, specified and/or necessary to complete the work.
A. MATERIALS:
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1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the
following:
a.
b.
c.
d.
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PART DA - ADDITIONAL SPECIAL CONDITIONS
Field 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 Cerrrent grout of min. 2000 psi compressive strength
at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with
sufficient water added to provide a free flowing thick slurry.
EXECUTION
ASC-3
PART DA - ADDITIONAL SPECIAL CONDITIONS
Where sewer pipe is required to be instalied 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 furnished and maintained, until such time
as the backfill has been completed and then shall be removed from the site.
2. 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.
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The location of the pit shall meet the approval of the Engineer.
The pits of trenches excavated to facilitate these operatians shall be
backfilled immediately after the casing and carrier pipe installation has been
completed. -
3. 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. By this method an approximate 2-inch hole shall be bored
the entire length of the crossing and shall be checked for line and grade on
the opposite 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 lir�e 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.
4. Installatioh of Carrier Pipe in Casing:
oai�s�ss ASC-4
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PART DA - ADDITIONAL SPECIAL �CONDITIONS
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.
b. All skids shall be treated with a wood preservative. Skids should extend for
the full length of the pipe with the exception of the bell area and spigot area
necessary for assembly unless otherwise specified.
c. The Contractor shall prevent over-belling the pipe while installing it through
the casing. A method of restricting the movement between the assembled
bell and spigot where applicable shall be provided.
d. At all bored, jacked, or tunneled installations, the annular space between the
carrier pipe and casing shall be filled with grout. Care must be taken that not
too much water is forced into the casing so as not to float the pipe. The
backfill material 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.
5. 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
0 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 acco�dance with paragraph C.3. above.
d. Short length of sewer consisting of a single pipe section may be installed by
jacking without a bore hole if permitted by the Engineer and in soft soil layer.
All voids outside of installed pipe shall be pressure grouted.
6. Tunneling: Where the characteristics of the 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.
ASC-5
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PART DA - ADDITIONAL SPECIAL CONDITIONS
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Approvai by the Engineer shall not relieve the Contractor of'the responsibility
for the adequacy of the liner method.
The space between the tunnel liner and the limi#s of excavation shall be
pressure grouted oc rr�ud-j�cked.
Access holes for placing concrete shall be space at maximum intervals of 10
feet.
A. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be
measured by the linear foot of pipe, complete in place. Such measurement will be made
between the ends of the pipe along the central axis as installed. The work performed and
materials fumished 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 com�lete 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-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR: (OMITTED)
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION:
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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 coated, including
interiorwall, top and bench surFaces. Protective coating for corrosion protection shall
meet the requirements of this Specification (and items DA-12 and DA-13) and the
Manufacturers recommendations and specifications.
2. Description: The Contractor shall be responsible for the fumishing of all labor,
supervision, materials, equipment, and testing required for the completion of
protective coating of structures in accordancewith manufacturer's recommendations.
Manufacturer's Recommendations: Materials and procedures utilized for the lining
process shall be in strict accordance with manufacturer's recommendations.
4. Corrosion Protection: Corrosion protection may be required on all structures where high
turbulence or high H2S content is expected.
MATERIALS:
1. Scope: This section go�ems the materials required for completion of protective coating
of designated structures.
o4r�s�ss ASC-6
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a. All foreign mater�als 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.
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PART DA - ADDITIONAL SPECIAL� CONDITIONS
2. Protective Coating: The protective coating shaii be a proprietary finro 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. '
3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating
material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner
MSP as manufactured by Standard Cement Materials.
4. Material Identification: The protective coating material sprayed onto the surface of the
structure shall be a urethane or epoxy resin system formulated for the application to
a sanitary sewer environment. The spray system shall exhibit the minimum physical
properties as follows: �
Proper.ty
Tensile Strength
Flexural Stress
Flexural Modulus
Standard
ASTM D-638
ASTM D-790
ASTM D-790
Long Term Value
5,000 psi
10,000 psi '
550,000 psi
5. Mixing and Handling: Mixing and Handling of�specialty cement material and protective
coating material, which may be toxic under certain conditions shall be in accordance
with the recommendations of the manufacturer and in such a manner as to minimize
hazard to personnel. It is the responsibility of the Contractor to provide appropriate
protective measures to ensure that materials-a�e 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 familiarwith the handling
of the coating material shall perform the spray coating operations and coating
installations.
EXECUTION:
1. General: Protective coating shall not be installed until the structure is complete and in
place.
2. Preliminary Repairs:
3.
c. After all repairs have been completed, remove all Ioose material.
Protective Coating:
ASC-7
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PART DA - ADDITIONAL SPECIAL �CONDITIONS
a. The protective coating shall be applied to the structure from the bottom of the
frame to the bench, down to the top of the trough. The top of the structure
shall also be coated. f
b. The protective coating shall be installed in accordance with the manufacturer's
recommendations and the following procedure.
1) The surface shall be thoroughly cleaned of all foreign materials and
� matter.
2) Place covers over the invert to prevent extraneous material from entering
the sewers.
3) If required for filling or leveling, apply specialty cement product to provide
a smooth surface for-the coasting material.
4) Spray the urethane 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 inetliods acceptable to the
Engineer. After the walls are coated, the wooden.bench covers shall
be removed.
5j 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.
5) 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 �ontract
Unit Price shall be payment in full for petforming the work and for furnishing all labor,
supervision, mater.ials, equipment and material testing required to complete the work.
Pressure grouting, if necessary to stop active infiltration prior to application of the protective
' coating, shall be included in the above unit price. Grouting of the pipe seals, bench and
trough, and lower portion of a particular structure, if required by the Engineer, shall be paid
for separately, as specified in Section DA-8, MANHOLE REHABILITATION.
DA-8 MANHOLE REHABILITATION: (OMITTED)
DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION: (OMITTED)
DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM: (OMITTED)
oai�s�s ASC-8
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DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM: (OMITTED)
DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM:
A. GENERAL
1. Scope
This section govems all work, materials and testing 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.
2. Description
The Contractor shall be responsible for the fumishing of all labor, supervision,
materials, equipment, and testing required for the completion of interior coating of
manholes in accordance with the Contract Documents.
3. Manufacturer's Recommendations
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Materials, mixture ratios, and procedures utilized for the coating process shall be
in accordance with manufacturers recommendations.
4. Manholes
Q _ Manholes to be coated are of brick, block, or concrete construction. All manholes shall
have a minimum of one-half (1/2) inch specialty cerrfent-based coating material (Quadex
QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surFace.
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1. Scope
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This section govems the materials required for completion of interior coating of
manholes.
Interior Coating
The interior coating shall be a proprietary two component, 100 percent solids, rigid
polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc.
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.
ASC-9
PART DA - ADDITIONAL SPECIAL CONDITIONS
4.
5.
Material Identification
The interior manhole coating material sprayed onto #he 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:
Propertv
Tensile Strength
Flexural Stress
Flexural Modulus
Mixing and Handling
Standard
ASTM D-638
ASTM D-790
ASTM D-790
Lonq Term Value
5,000 psi
10,000 psi
550,000 psi
Mixing and handling of specialty cement material and interior coating material, which may
be toxic under certain conditions shall be in accordance with tl�ie recomrriendations of the
manufacturer and in such a manner as fo minimize hazard to personnel. It is the
responsibility of the Contractor to provide appropriate protective measures to ensure that
rriaterials are under control at all times and are not av�ilable 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.
C. EXECUTION
�. General
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
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.
3. tnterior Manhole Coating
a.
�
The interior coating shall be applied to the manhole from the bottom of the frame
to the bench, down to the top of the trough.
The interior coating shall be installed in accordance with the manufacturer'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,
oar�s�ss ASC-10
J
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PART DA - ADDITIONAL SPECIAL CONDITIONS
or other solvents as needed in order to remove any film or residue on the
surface.
2) Place covers overthe invertto prevent extraneous material from entering the
sewers.
a 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
material.
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4) Spray the urethane onto the manhole wall and 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.
5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner
MSP). q
1. 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.
0 D. 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 tfie work and for fumishing all labor, supervision, materials, equipment and material
testing required to complete the work. Grouting, if necessary, shall be included in .the above unit
Q price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole,
if required by Manhole Rehabilitation Wor{c Schedule or required to be done by the Engineer,
shall be paid for separately at the Contract Unit Price.
U DA-13 INTERfOR MANHOLE COATING - RAVEN LINING SYSTEM:
Q A.
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04/16/99
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GENERAL
1. Scope
This section 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 Section DA-10, DA-11, DA-12, or DA-14.
2. Description
The Contractor shall be responsible for th`e fumishing of all labor, supervision, materials,
equipment, and testing required for the completion of interior coating of manholes in
accordance with the Contract Documents.
ASC-11
�
PART DA - ADDITIONAL SPECIAL CONDITIONS
3. Manufacturer's Recommendations
Materials, mixture ratios, and procedures utilized for the coating process shall be in
accordance with manufacturers recommendations.
4. Manholes
Manholes to be coated are of brick, block, or concrete construction. Ail manholes 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.
B. MATERIALS
1. Scope
This section govems the materials required for completion of interior coating of
manholes. '
2. Interior Coating
Raven Ultra High-Build epoxy Coating, a twapart epoxy resin system using 100% solids
based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining
systems and designated as Raven 405.
3. Specialty Cement
The 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 willcompletely identify the types of grout, mortar, sealant, and/or root control
chemicals proposed and provide case histones of successful use or defend�the choice
of grouting materials based on chemical 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 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 #o 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.
o4r�s�s ASC-12
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PART DA - ADDITIONAL SPECIAL CONDITIONS
EXECUTION
1. General
Manhole coating shall not be performed until sealing of manhole from frame and grade
adjustments, partial manhole replacement, manhole grouting or sewer
replacement/repairs are complete.
2. 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.
3. Interior Manhole Coating
a. Manholes scheduled for interior coating are shown on the Manhole
Rehabilitation Schedule. The interior coating shall be applied to the manhole
from the bottom of the manhole frame to the bench/trough, including 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 be damp but shall not have noticeable
free water droplets seeping or running water. Material shall be spray
� applied per manufacturer's recommendations with a minimum thickness
of 125 mils (0�.125 inch). .
(� 4) After the walls are coated, the wooden bench covers shall be removed and
�� the bench sprayed to the same average and minimum thickness as
required for the walls.
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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 in side the manhole within 24 hours after application.
4. Testing of Rehabilitated Manholes
a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired.
Repairs shall be made by lightly abrading the surface and brushing the lining
ASC-13
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' YIH. 2 BA�S LON61fU01NA� IN pITCH
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(IF ANY 1 CONClICT[ �A![ ' ' � COY�ACTION A! !►[CIIKp IN IT[M ( �f ANr I
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• woeK� a[rr,c�rr or ro�r wonn�
TERAS M �ACKHI.I A� S�[CIfICQ {N
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� � � • � Mplpi[0 /RCILIIY IN�TALLATIOM
• ,• . , . , . , ��'� �III[
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NOTES�
k0.1-CONC�[TE tAfE M�LL �� �E►LACEO N0.2'II STEIL [M�1T� MI CONCR[T[ �A=[ NQ.)-11[INfplltlp CONC11[T[ �ASf MU.4'E%ISTItq �R1CK llMl.t, d[ ItE110VE0
TO 7!lI�INAI. D[�fN 0� TO A YINI- 10 �C GUT� TN[ ST[CL SNALI Wlll. �i /l[PLACEO �S SHOWM, CAf1EfULLY YO AVOIU DAMAGE. D�MAGED
YUM OC1'TH 0� 0� �[ CUf AMO /A�VA�[0 A�'�OSSI�It. Ov[� iN[ t�lN�N IN fN! C�tNi EAICK 17 70 •E NCPIACEU WfiH lIN-
A MtNIYUM t,A► ��I,ICi DISTANC[ MON- �t�N�p��EO CONCIILTE 4A5I UAb1/lOCO �IIICK TD YATCN ApJACENT
0/ It�MtILL �[ ♦l10VIDlp. It �IVOV[U GHICK.
NQ'J- bED01N0 OK ►trE TO MATCH ADJACEIfT •
9ECTION9 011 ��CCIFICATION 10t, WIllC1lEVfll
I� NOftE STf11N�[NT. , ,
� TYPICAL S�CTI�N--Tf�GNCI-t.f�EPAIf�
TYPICAL BRICK� SURFACG 8� f�EINF'OFtCCD CONCRCTE BASE '
� � cirr of FORr woRrN �ey...�_Ta
' TNANSPdRTATlON/��UBI.IC WORK OEtT. IIEY.II- 1=i9
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MVENCNT A� To TMic�esa� co�orti oN � eai�.mr m •� . . ' • ' �
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EXISTING ST�T TEMPQRARY PAVEMETIT REPAIR
PAVEMENT SNALL BE H�TQR CIILD MIX
ASPHA�T, R�LLED 2' MINFMUM
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REPAIR U�IDER EXISTIf��G STREETS -
CASE 3� EXISTING PAVED STREET Tt] BE REC�NSTRUCTED �
FIGllRE B � .
CSEWERI ALL SIZES)
' CWATER� SIZES 16' & LARGER) ' �xE�r 2 a�' 2
NTS F�EVc MAY 8, 1995
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�i�t � � � Bol ts
_ o � . / :. ' N .
c �-I f Requ i red �rov i de�� ' � �
i�l� °' a� . � Stub Extension At ,� � C;oncrete: _.=5ee
�avatf on �«t= -`° � , � a' flT P.E. i n M.H. ��Standard 4' D ia.
/ � ��
—� > � � a � � � M. H. Detail
� � � Figure I03 .
O — � Slope 1"/1' �
1<< / � . � / - .
.. �t�( -� � 1' . ! � 'cal to I4
o _ _ �• Vert t _ 3
!u1 „ _ b:•. . , � a. a � Po i nt of P i pe
a• . ... . . � .. / 8it .
' f �1t1 :, ' .' �, '-; • .�•A .�. '' • �•. , .. •.� -� .-, : � , ,-'Iy. . ' �4- �.
U• � � a
� ltit
ust Block to
end 6" In All
irections fram
�side Diameter
P�i pe
a-
�
�78 --
A�CCESS MANHOLE �
_FtGURE 10� . �
E 1-1�+ Material -
E 2-1� Construction
Grouted lnvert� �se 4000� Concrete
� O 4' dia..for sewer
pipe up to 21"
� ' �� � dia. 5' dia. fo.r
� sewer pipe 21" to
. TYP(CAL SEi.TION � � 39�' dia. �
STANDARD FOUR � FOOi DRO�'
Where M.H.'s a�e built
in streets to be paved,
M.H. rim to be set to
proposed paving grade 7
a
�E: �• Siandard pipe Fittings shall be used to form inverts oi junction manholes w�e�
possi5le, with installation as fioliows;
. . I. Pia� f itt ing. -
Q 2. Pour �manhole iloor to spring line ot titting.
j. Sreak out top ot fitting to spring line.
. 4. Pour remainder of manhole inverc to pro�ide vertical invert �vall up to '��
3/4 point of the laraer pipe inv�l�ed, a_ detailed. � �
� 5. Steel trowel iinish invert ot manhole.
B. When sRecial sicuations prohibit use ot Standard pipe fittings as ab�ve ��:li=�ec,
� the invert shall be farmed of concrete ana sieel troa.el finished to pr�vi�e :i:•�la:
functional characteristics to those atPorded by the ab�ve installation. tnver;:
� thus formed shall be accor�plished to the Enqineer's satis`actio�.
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� ' ' Typical Flan —� A '
- of M.H. Botton In �unction Manhole� �
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D' . . . .•' a •b -'.,•e; : � � ,6', . �� , •,c; .. a. :
� Concrete ti . '� : -,•��,., .. .;•,, •� ..',.- - •; • ; .. • -
- ,Slab-�';'•� . '.-f•,. .'� : .�'.. . '=�'.�I'�a�• •�, _ .
U � .
� Sect i on A-A . ..
� JUNCTION MANHOLE 60?T�M �
�iGURE f08 Material Et-,4--- -�.s.
�"78 Construction E2-1� '�
� � � �
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8-#a aEeaAs rY� . . -
� usE 3aoo� c�Ass
A CONCf�ETE .
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CONC. CO�LAA
HEIGH?_ i/AAIES
�- .
PYMT. PYt1T. �:.
� ` 2' 27, �
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� - CdS�' ! C.tSF 2 '
CASF' 1
�COLLAR Sh'ALL EXTENO TO
. TOP OF 2.• 27 CONCRETE
. .�AE9.l�7 AEO.I
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,�
:. ' CASE' 2 .
CCOLL.t� SXALL EXTENO 3'.BELOI✓
' BOTT�/ OF L 01✓EST GRAO�' RING
"� : (REBAA RE'0. J
o.�Ar
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,. � `. � � �GROUND
� � — — — �' '� ____�_%cll \ii %1 �11tt�\III
� GR.40E RING
r — � — — — — — i'� .
� : • � - - � 6' MIN.
- .� ''aaM NEc�c • • 3" MINSMUM
• HEIGHT VAAIES
- , SECTION A
�
A
� • . .
� FIGURE 121 .
CONCRETE MANHOLE COLLAR. �
D E T A 3 L Ei-20�2i MATERIAL
-- . . � E2-20.21 CONSTRUCTZON
5/18/90
.. • =,/n�/a�
i:
,
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C� � � � � �' • �
� Note: .Curb and g atch �extstingn� rb� and gutter. '� I
' ' width. to,m � �
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t— 4 I/�1 ' 1 i— ' � 6� �
ti- - 1�U' 5l.UPC--"'j . t/2" R SIOPC 1�K� PCR f0U1. (f`,)
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n.t�.�.t. '� '�� '•�I• .. .�. °Q,. . •'` :.
'�PAY(11i11 f \ , •�� `y� ' �i;' ��, �� :'�� �• '` • . � • S' '�� •' • . ci�''�' s.c' ��� � r�
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�xcnvnY �oN
LIM1'T�
- REPLAC�MC�i�T - .
. SEPAfiAT� CU�E3 �& CUT'T�I�
F4A US� WI�M� �L' EXIf3LE TYPE I�AVEMENT .
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COMPACTE� -�� � � � � . � MIN.
CLAY GR - -
2-SACK CONC. � _ _ _ �
�___
___�
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.. _... -���____�.. .:�...
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EMSEDMENT SEWER MA1N
CLAY DA�i P�QFiLE �
N.T.S. .
.��_
_� �i_,�,_ .—.� _�_�; ; ,
- ��-�i►, ���: -f>>�;,�i�
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411, � II K
-��:- - - �1- � �
---:� �
II�� '� I�
COMPACTED �--� � - - - � 1�- '' Mt�v.
� CLAY OR ` ' ` , j .
2-SACK CONC. I � ; - � - ' i
�: - ' ��
^ � � `�
6" � MIN. BEYOND � ��
NORMAL TRENCH - �- � '- �
WIDi�H AND DEPTH � `-_ � �-�
� SEWER MA(N
CLAY DAM SECTION
N.T.S. �
wAs���w� ��R �
CLA Y DAII�I CONSTRUCTION
DA�TE.• FEB. 1995
,
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PROJECT FTW93213 �
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ABANDONED PIPE
, TO REMAIN
.. � .
CUT P1PE �
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s� MIN. _ � - �.
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1 /3 C.Y. 1500 psi
CONCRETE
PLUG DETAfL
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W���S T�WA T�R
� . PL UG DETA�L FOR
� BANDONED PIPE
DA TE:• 0 C T. 19�9 5 PROJEC T FTW9 5148
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.�--- - . --- _- - = - - - -- - - - �- - --- - --- - -- --- - - -- - - -__
�----- ---- - --- -------- - ----- ---- --- _ _ ___ __-_-_- - -- --- _-_
-�- _ _- - - ` - � - - � - -� -_ - - _ - --- - -- - -- - -- ------ - - _-_ - -: -- -'- - _
�'�______ ----_ --_- _ -. - ---- --------- -- ----�-____--_---- - -_ _`
� -- --- -- --- ----- -_ - -- - _ - -- Y -- ---- --------- � -�- ---- --=
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�-_ -- ---- _ _ - : -- -- _ - ----- _ _ -- - - - _ . - - - - �=_ - _- _ __�
_ : .. --- - - - _ - ---- - - - = - _ - _ '_ ' _' _' '_ - - -- - _ -- _ --.- -- -_ - _ _-- __� .�
.L.I =- V= -- -- : " _-- -- �- =�= �..-� _-_-�. , ,_ _r� - .._.,__ _ -� � '_': _ � --- -- _ -
- - ---- ----
- - --------= = - =- _ - _ __ - - = = __ _= - _ __ _---PART--�E - =- _� --_ - - _ == =^ � �-= `�- =�-= -, ----
� T� - - -- ---- _ __ _ - -- - --- -- -- ---- -- --- - ---- - - --- -- - - -- -
- - - - -- - - - - - -���CIFIC�ATIOIVS - - - - _ . . _ _ � - - - -
.a__ _ _ _ _ _ _ _ - _ -�: . _ _ _ � __ _ ______. __ �__ __ __ . _ _ . _ _.__ _ _ _ �_
o - _ . � _ -_ _�__
�____ ________ ____ _ . _ ___ _ __ _______ __ ____ ________ ___ �
a__ _ __ _ _ _ _ _ __ ______ __ __ :=
o_ _ __ _ _ _ __ _ _ _ _ __ _ _ _ . _ _ _ _ _ ._ _ _ ____ _ __ ___
o - � - _
a_ __ ___ _ _ _ _ __ _ __ __ _ _ . _ �_ -
_Q_____ _ ______ ____ _ _ __ _ _ _
a
-��__ - ---- _-- _ - -- - -- ---- -___ --__-- _= - -- , ,--,;---- - -. - --- - - -
- -- _ 4 f a'���a -- - - - - - --- - --- _ � - --- -
� • _ �-- 4� -- --- � -
- - �_ - - - - ,� '- � � - . - _ _ �, SE CTI 8��= E =5Pc6I EI-CA�I=fl��S_
- - � - - �a�!lA�K-3-,-1Q�� - -- _ _-L,, _ --- - __ _ _,�
Q. �- - -�� __-= __ _ � - --- �� • _ - - ----- - - _ • - --- -- -
- ���4 � ' � .� _=-_=-__- = -- -- � � . �- -
-- -- - --_ _�- - �- --=--- - �
-. -- - - ---__-,--_-_-___-- - - - -
.' �tATER DEPART�ENT � . --� - _- _--: - ----=- -:-- -
U_—__ : ' _ _ _ :- - �_ - � . . - . . . - . __ -�, =
Al� materials, construction methods and procedures u�ed in th�s project ��
� �shal3 confotm to Sections �]; E2, nnd ElA of tt�e �ort �torth Water Uegartmen� _��
-- ---- -------�-General-tion�tract=Qocuments ar�d Genera3 Specifi cations, -together _Wi th ar�y__ __ _ _ _
additional materiai specification�s , construc�iion(s�� o�it-ater r�vision(s;. �
� . � ;��v�ia��-����ed-oTM-zhi�she.�S�• Sections �1, Ex and E2A of the � � _ • �
�. . Fort North Nater tle�artment General Contract �ocumenz� a►,�3 �CJlC1 G� , _
Spec�fi�cations are hereby made� a pari of this c�ntract documznt by refzr�rice -. -
�- � . .- �- far -a� �-�urposes-, —the-same-as-i f -copi es verbatim_herei n, _and suc� 5ecti ons �
. � ar�---fi-l-ed-=and-kept �r�--tna-o��ice___o_�ti�e_City�Secretar �of.th� City of---- :-� ---._
_- Fort �Iorth as an offi ci a]- record of tt►e Ci ty of Fort- �lortli. �__ �_._ • ..
� _-_- -w=r==_,�.-== _-=--=-_=-�_-�� �---w---�= =_------=_- -- ----�__-� ----� _�
-----=-- -- � ---- --- --- � � '--- - ----iNUtf� - - ----- - - _ ° - _
a _ � - ---'-- "-- -- v f-- ^ - - � k�iATERIAL _SP�CI FI CATIO�IS _ T. � - - - = -�- - __.. _. _�- = _ _ _
� - - - -�� - -
0 � - - - -- - - - - - - -' - - - - E'L _ -- CO�iSTRUCTI OK SP� CI FI CAiI Oi�S - - � � _ - � - - -�- _
.
- - - -� -- - - - - - - �- EZA-- - GEHERAL DES I C�"1 D�iAI LS � � � . � - --
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Revisions as of Apri1 Z0, 19�3, follow: .. .
�i-'L.4 Backfill: (Correct minimum canpaction requirement to �SA Protter density
- - - -- and correct P.I . val ues as_ fo71 ow5 : ) • _ � - �
t. • Addi tion�i backfi lZ req�i remenis when approved for use in--- =— _-
� streets: � � � - - - � - . - - -- � - - -
1, 7y e B Sackiill . .- --
-� tc� Maximum plastic indz:x {pIj si�ail be 6 � �_
� 2. . Ty e C�ac k f i l� -�
_(a� Material me�ting requiraments and having a PI of 8�-
- or iess si�a11 be cansidered as suitable fflr�con��acL--� .
— -- - --- ton�y-.jett{_na - ---
� {b) Material c�azing req�ireinent and having a Y! ofi�
� or more si�al� be considere� for c�se only r�itii -� - -
mec�ianica� compaction � • � �
��1-2.71Trench �ackfi37:_ �Corrz�t minimem cornpaction requirement wherev�r it
- __ __ appears in this sec.tion to'95� Procter deiisity except for paragrapn a:1�•
wt,ere the "9�X inodified Procter density" sha11 remain unchangz��. ___ _
� -- � --- _.--- =------____ _--- - - - - --- -- -- - --- - --"--= -�__
�_ SECTiON E100 - MATERIAL SPECIFICATIOMS --
-- --- ---= -_��_ = _----- - MATERIAL SiAHDARD-E1Qd_4_ __ _ _ _ _ _T __—_ __ __ _ __
- -- -- — - . - - - - . - - - - JANUAE�ILI;- I978-�DOED- 5/T3/94) _ " _ .
U -- — - - - . � __ _-�_ ; = _ _ .. _- -_ - _-- --- --- — -- - =-_ _ _ _ _ ' - - _- __ _
. E1Q0-4 WATERTIGHT M�4NHQLE �IHSERiS,-- ----l� - =-= - - - - - - � • �- --___-=_---"�
U E100-4.I GENERAt�This _ standard covers the furnishing and installation of � -
water�ight gasketed manhole �nserts in the Fort Worth sanitary selYer call-ection __
- _ system. . -� = - - -� - - -- � -- - --_ -- • - -__-__� _3
a- - _— --- - - � , ' T - � - - - _ -- - - - -- _— ---- " -- --- _: _ _---_-- —_- - - -- --_
EiQ�-4.2 hi�7ERIALS AhD UES_G�1,: . . . . . - : - -. �
-� -- -�_ a:-�- The manh�7e -insert-shal] -be of__ cflrrQsion-pr�of__h�i�h dzn_�itv -:---_-_�--
_ _ �_ __ _ poTyethel �ne _that meets_or_excreds the __requi rements of ASTi�i- - D124$,- _- -
. . . - - iateaory 5,-Type-I II . � . -. - . - - - - :- -_ :
� � � v. •TI�� �,�1�, �,«�,►r� th�tknesrufi i.-rre-ma-�cto�t��n-sc,-�-lta-U=be--��`�'f= - - -- _ _ -- �
f� � � c. - The manhole insert shall have a�gasket that provides positzve. sea i_ in =� _=-�_� �.=
U - --- --- - -- �
�.-�- wet�� or dry conaitions.- -� 1-he_ gasket—sha�l�be �made—af ci�os�cd=ce�1---- --�;---;`�
. _ neoprene t'ubb�r_and meeL_tne_ requir2meni _of�STM-D1056,-_ar-eGua-i :� __ _ ___ _ �
- - • - - --- --- --- � - - - - - - - _ - _ _-_- _ _-- - -- � �._._ ��.r _�
� _ -_ -_ = = r_d._ —.7he ��mantroTe�=-i nsert-= s�al 1== �ave -a= strap -tor� removi ng=the_= i n�ert:i--�h�• � . _
..,�,..s__.�� ,�.�, ��� _ , _-._
`� �-�i "= w; riF"wpven "'flQl oro a7 ene�'or- nvlon=��-��--
- - ' � _ - - - - - - - c � � F•- c h � 11 h�---�r,�a-�e}aa = -- - ---�—�'r-- P
=- �- _ _ =�rebbing;:_�cith:'the- ends==treatzd_toVprevent =unravelling: ^Stai-nl_es�!__ ___ _�'=
a��- ���- - - - s�eel-h�ardware-�shall_�e.used tQ�securely-attach strap-ia the__�_n�ert. -:--- - ;_ ---_
� � e. The� manhole �nsert—shaT1 have one or mo�e—vent hnles-or-val-ves-to-- ---. � 3
D� � �� release � gasses and_-allow__vrater":inflow at _ a rate no great�r than -1G -
-- - _ - - - - gal l ons per 24 t�ours._�_� _ _ _ --- - - _ - -----�--- -- -_
�
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.f�100-4.3 INSTALLATION:- � • - � . -
a.� The manhole frame shall be cleaned of all dirt and debris before �
� placing the manhole insert on the rim. .-
� b. ;he ma��hole insert shall be fu11y seated araund the manho�e frame rin- ^----
. �to re�ard rratEr. from seeping between t1;� cover- and the- manhole f'rame --- -- -
. . • , ri�n. � � -
`.:. : .. .
-�. - - --- ;-�:
�--- --.---
�: •
a �_
_ E100 �1) .
o _
�-_- _ -- _-_ _ _ _ _ __ :_ __ ___ _ ___, __-__-____-_ _ ____� ____ __-
_______ -_ __ _ _ _ ______ _ _ ___ __ _ _ _ _ ____
______ __ ___ __ ______� _ _ _ _ _ _ _____ ___._ ____ _ __
a_ _-_-_ _ � ---- __ -_—_ _ _ ____-__. __ _ � -� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ _ _ --
�__ _ __ _ ___- _ --_- �_ _ _ _ ___ _ _ __ _ _ __ _-_ _ _ : �.� _
c�- - - - _ _______ _.____ ___r
� � � � - � � �� �
o_ _-_ .- __ ____ . _ _ - _ _ _ ___:_ ___ ___ _ - ___ �_ ___-�:-= --- �-
�a A -_�-_ - -� =,--_ . -- - _-- T^- � .� _ _ =PART. F — :_ -- - - -_ '= _ _ _- _ � :- ---___ _ - e = �
- - -.- - -- - - - ----CERTI�ICAT'� OF- INSL;rRA.NCE; _- -_ - -- - � - : ------- -- --- - _
� -=_--- _-�-- - - -_ _ _ __ _ _-_ _ _ _ _ - _ _ -
- �ONTRACTOR-C_OMPLI�LICE=�V_ITH=- � - - - -- - -
� _ _ _ _ WORKERS' COMPENSATION LAW, - � -
- - -- - - - - --- -------- -�- - - AND BONDS - . - -
� _ _
� - - - - - - - - - - - ------ -- -- - r- - --- - -- -- - - -- -=-
� -- -- - - - � - - :
� - -- - - - - - -- --- - - -- --
� -- - -- - --- - - --- - -----
� - -- - - - - - - �
l�- - - -- -- - - - - - - - - - _
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CERTIFICATE OF INSURANCE
TO: CITY OF FORT WORTH
NAME OF PROJECT: Main 183 and 333 Drainage Area Sanitary Sewer System Improvements
(Group 6, Contract 3) Part 4, Fort Worth, Texas
PROJECi NUMBER: D.O. E. Project No. 2796
Sewer Project No. PS46-070460410240
ISTO CERTIFY-THAT: Jackson Construction, Inc., 5112 Sun Valley Dr., Fort Worth, TX 76119
Dau; December 20, 1999
is, at the date of this certificate, Insurai by this Company with respect to the busin�ss openvons hereinafter described, for
the type of insurance and accordance with provisions of the srandard policies ased by this Compan�, and further
hereinafter described. Exceptions to standazd policy noted on reverse sida her�of.
Worker's Comnensauon
Comprehensive General
Liabiliry Insurance (Public
Liai�ilit� )
Blastin�
Collapse o� Buildin� or
srructures ad}acent to
excavations
� Damage to Linder�ound
Urilities
Builder�s Risk
Comprenensive
�utomobile Liability
Conrractual LiabiIiry
Qt'ner
TYPE OF INSIJ$ANCE
Policy ! Effective Expires
TSF000107279R99 10-1-99 10-1-2000
46CQT0286
46COT0286
46CQT0286
46COT0286
46UENQT0287
46CQT0286
l46HUQT0288 I
Limirs of Liability
�500/500/500
Bodii�� Injury:
Ea. Occurrence: S1 • 000 • pC�.
Propem Dama�e:
Ea. Occurrence: Si . nnn _ p�
� Ea Occurrence: S 1- ��n - p
10-1-99 10-1-2000
10-1-99 I 10-1-2000
Ea. Occurrence: SL, nnn �( �
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10-1-99 I 10-1-2000
Ea. Oc�urrence: S i_ nn0 , C�0
10-1-99 I 10-1-2000
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Bodilv injurv:
Ea. Person: Sl , 000, 000
Ea. Oc�urrence: S
Propem• Damage:
E� Occurrence: S "
Bodih• Injury:
Ea. Occ•,urence: 51, 000, OC 0
Prope: ry Damage:
Ea.Occurrence: S
$10,000,000
10-1-99 10-1-2000
10-1-99 10-1-2000
10-1-99 ( 10-1-2000
Locationsc�vered: Main 183 and 333 Drainage Area, Sanitary Sewer System Improvements, Fort Worth
Description of operations covered: See "Name of Proj ect" above
The above policies either in the body thereof or by aopropriate endorsement provided that they mav not be changed or
canceled bv ;he insurer in less than five (5) days after the insurod has received written notice of such chan2e/or
cancellation.
Where applicai�le locaI laws or regulations require more than five (5) days acivaI notice of change or cancellation to be
assured. the above policies contain such special r�quiremenu, either in the body thenrof or by appropriate endorsement
thereto anached.
.4sencv Coble—Cravens Ins. Agency, Inc. /� �� � � '
�/ K/!`���i2/ _ i//
Fort Worth Aeent Robert W. Purdin By ���i ��
Address P. 0. Box 429, ArlinQton, TX 76004 Titie President
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CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers'
compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46-
07046041240
JACKSON CONSTRUCTION. INC.
CO TRACTOR
By:,
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Title
I� a� �99
�ate
STATE OF TEXAS
COUNTY OF TARR.ANT
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BEFORE ME, the undersigned authority, on this day personally appearede�����aa.r �
known to me be the person whose nameC's su,b�`s'cri'b,�e�d t the foregoing instniment, and aclrno ledge to e that he
executed the same as the act and deed oi� ��n� 1 "�C. for the purpose and consideration
therein expressed and in the capacity ther stated. �
GIVEN UNDER� Y HAND AND SEAL OF OFFICE this �� � day of
. 19 `1a .
��.�� LtSA A RAULS�ON °
� ��� j IVOI'A�tY PUE�LiG
, Stat� of Tex�s
�"'�oc '�+� Comt►�. EXQ. d9-1$-�U01 t
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Not Public in and for
the State of Texas
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PART G - CONTRACT
� THE STATE OF TEXAS �
' COUNTY OF Tt�RI�NT �
� THIS CONTRACT, made and entered in�AN ��y%�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
� JACKSON CONSTRUCTION, INCof 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 (Ownerj, said �any of ihe Second
Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete
certain improvements described as follows:
MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION
AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 4
� 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
� identi�ed 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
.
BY: _
ASST. City Manager
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CW
ATTEST:
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Ci ecretary
(Seal)
1+.i/MII���I.X��I.�
JACKSON CONSTRUCTION, INC.
5112 SIJN VALLEY DRIVE
FORT WORTH. TX 76119
Contractor
By: �—
Title: P%L.Q��@�. =�
APPROVED:
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A. Douglas Rademaker, P.E. Director
Department of Engineering
CW
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Approved as to Form and Legality:
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Gary Steinberger, Asst. City Attorney
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Contract Ru�hor3zati0n
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Date
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ntractor shaIl complete-the t�,o attached Texas Vt�ater - ^
DeveIopment -Board fornis-at hme of contract exe -
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2- The Contractor shaIl submit along with t�e b- ��
certif cation the atta�hed fonn.SR�'_74� Cert � ation jy PayroIl __---.T==-
-------- Labor Standard CompIiance _ By Contractor for
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COUNTY_OF �1[11"�.,� -- - - ---- - ---- - - __------- _ -
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BEFQRE PviE,���_�,u�,�_ Notary_ Pubiic duly commissioned and quaIified� � __
� - in d for the `C�untv of in e State-of-Texas came and a� e e�� �'_� �
�< �� - - - _ PP �_� -- - - - - �
- , �' �• -^ - -,-as represented by - - --`- , �h� . -
D-_ _ � _ _ ��:, _ : __ _ _ _ __ -____ - _ =
_ _��corporatian � �/� p f�,�,�� , who declares helshe-is-at�thor-�� _� __ _ - _
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�--,�presen p.� ��ItlJ�i�,t,�,r�'�� pursuant to provisions of a_r_esoIution _ - - - � -T-=Y
t�t��� _________ _ - - -- �;
adopted 6y said corparatian on the ,�.� � - da o � " - - - { -
_ --__ � y � ���� 19 �� ---
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f(a duIy certified copy of such resolutian is attached to and is hereby made a part �f t�ic' ._� _„� J_� �� ...-:--�
("� _ document). . --_ - __ _ _ f=�- - _____. - '---- - --.---�__________.__--�-:
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- -_--- -� 9,P�2�A.��r'1 � --;-as the representative of __� ���. , _ � -- ' - - -_ -
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�d�eclares that__ _ _ / _ � � J �� � - - � � �- -
__ ______ -- 1,��,�C�.�t'� assures the Texas Water Development ry
a _ s _ _____ - � ��_.:_
Board that it will canstruci ����?, �'�33 %1��roject at �"Q{,� (,(� ���, Texas,
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in accordance with sound construction practice, all laws ai the State of Texas, and the ruIes �
of the Texas Water Development Board. - �
GIVEN UNDER MY HAND and seal of o�ce this o�.7 �' day of �
199� A.D.
ro��""t'� L.BSAA i�AU4S70N
* � NOTARY P�lP� �C
''�" o�tib+� mma E�p 0�1 ��001
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Prinud Name
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My Commission e:cpires
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CON'�'RACTOR'S ACT O�F ASSURANC�RES�OLU.TTnI�� _ _ _�
�- --- _ - -- - - -- - -- -_ �_ = - ___-_-_--- - - - - � - -- -__ - :_ _M__ _._
a-- -�- - �_�-- __ __ :�_ - - --=-- _- _-_ _ -- _ _ - _ ___ __:____ --� �
. __ �____�__� -- =� __ . _- _ _ ____.
_ � N c-- - - _ _ _ - °
L------~-- - - - ---- _' `__ . . - � �---�-_=
I hereby certify that it was RESOLVED by a quorum�of ihe directors of the i
� - — _ _ _ (� � _ - - - - - — --- -- _ _ - _ ----
�.�101lL��t�c�t,(°�,—� � _ � +�—�--�— --_— -- ---_.
_ _ - - aunc o corpontian � _ -- - -
--�- - ' - . - `__ ��----�- .
-� _ - � - meeting on t��"ie day af �,�Q,t �U1�-19�� that � -�����"'� � - ,-- - - --.:
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be, and hereby is, authorized to act on behal�o -t7l�.V(�/�(�,��,�.�a��,' '_
_ __ __ _ - - "` ` . ___-----name olcorporsnon � -_
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"-- as its representative, in all business uansactions conducted in the State of Texas, and; - � .
(� -- _ - - - = ----_-_ ---_=-- ---�- _" - _ ,�-- --- -_--=---____ - -- _
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_ _____ --'�iat ali�above iesolution was unanimously ratified by the Board of.Directors_at said --- � ____
.��.----- �___ _ --- - �-� -------- -- ___�__ - . _
� ineeting and that the resolution has not been rescinded or amended and is now in futl forces ..
a .� � _
and effect; and; - �
o_ _ _ _ _ _---.-
In authentication of the adoption of this resolution, I subscribe my name and -- --_
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affix the seai of the corporation this ��% �- day of ��=t'`_�YL.�JPr�-�. 19�.• -.
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_ __ _ - ' � - Certi�cation��Uy Coniractor - --�--- _ �
i�- - -- __ __---- _-__ -- _.��_ --- ��r - - - __------____ ---- - - .
Labor"�tandards Compliance - ___ _ - - - -
0 - - = __-__ =-=�_ _.__- _ - - -.
�In accordance with Titic 29, Subtitic A, Part 5, Scction 5.6(A)(I), cach ma�tiiIy cnginecring c,,�-timatc - _
must fx accompanicd by the following een�cate executed by each.prime concractar cmplQying _ _; ___
mechanics and Iaborers at the work site in whic€x th� federal govemment is to �articipa�e: `� �.� . �
i�_.._ — ------ -_ — -- - : _- - _ _ -- ---------� J — _� _ `-z ^ -.
- -- ---- _J-Dace _ � - ---
�- Es-�unat� Nuznbcr. �� ' forperia� "
to � _�-.—
�Name�.of-Projccc Location � _ _ __�� - _" .
�ContracrNumbcr --' J Datc Contract Awardcd _ _ : : _
_----- -
_ - . _ � _ - - - --- --= -_-_ _ _
" - — -_ - -- - - --- -- - -- - —_ - _ _ -
(�Stat� K�volvir�g Fund Loan I�IuinbasY _ `-- - ��__ _—_ _— - . _ y _ �___._--- - - �"` `— � - _
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� hcreby certify thai ait of th� contract reqairement�as-specified�uridei the Iabar stand�rds havc been � '� �
��ompu�a W��, sy- _ -- --- - - --- � _ _____-- .
--� as principat contractor ar�d by each subcontractor
,� occ���a>
mploying mcchanics or laborers at the site of tlie work, or ihere is a substancial dispute wich respcct to
thc required prvvisions.�
1� "
I�1ame of ContractarJSubcontractor - - �
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Signature and Titie
�tes: -
. . _ �-- --- -
j"� I. This ccrtification mav�i�r Pla�e�-ori-tfra`e"stlmate or on a separate-she�i attac�iedta the ��Y � .
L �s�mac�:--- -- - -
�2. The Texas Water DeveIopmcnt Bvard shall, prior to approving a vovcher, satisfy itself that .
copies of these cert�cates are on file with the owncr. _ -
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PRIVIT-1` OF-�OI�TRACT'. _ ___ " -
This contracr is expected to be funded� in part wich funds from the Texas Water -
DeveIopment Board._ Neither the-State of Texas nor any of it� departmencs, agencies"or �- -� �
_employees is, or�wiItbe; a-party to-tfiis contract or any lower tier contract: �,This __ ___
contract is subject to regulations contained in-31-TAC Chapter 363 in effect on the date
this contract is executed. � ' �
a. __________ ___ ___ _____-__ _ _._ ___ __ _ _._ _- � _ _ - - _ . :- --. -_,
DEFINITION. � _ -- --- ---- --------- ______ _ "- - _. .- --- : _
U " --- - - -„ -�--- n �_ r^-_-: -^-- ------___--- �__ -�==-_-= -=---� _�~-
_ Tile t�rmiZY�B_means the �ecutive-Administrator of t�e Texas Water .�-
Development Board, or other person who may be at the time_acti�� iiuhe--cagacit_y_o�� �-_ _:
��uthorized.to-perform the-functions-�f s�ci� Aamznistrator, or the authorized : `�
representative thereof. � _ r . _ _ _
� - - ----`- - --- - --- . _ . ------ -- : . �
FINA�PAYMENT � , __
� Ti�e retainaQe and iu interest earnings,.if any, shalLnoth�paid-to ciio ____ __ __ _______ ,-
" C l,n�ractor unni ttie ' t' W D B_ h a s_ au t hon2e d a-re d�ction in, or re lease o f; � -! -- -= -
�_ retaina�e on the contract work. - - � - -- --- --�- - - - - -^-� � - � _ - -_- - - _ -- - - - - - - -- - - - , _ -
----- _ _ _ __ -- _ - _ ___:_ - ---_.___ ____.- - - - -- - - - - -- - , - � . �- -� -_
a--- __.__ -_--= � .� _. :_
REVIEVd BY OWNER AND TWDB. -
D(a) The Owner, authorized represencatives and aQents�of the Owner, and'the TWDB . �.
shall, at all times have access to and be permitted to observe and review all work, . �
� materials, equipment, payrolls, personnel records, employ_ment canditions, material -- - . - -- _�- " . " � � �-
invoices, and other relevant data and records pertainin� to this Contract, provided,
however that all instructions and approval with respect to the work will be given to _�
athe Contractor onIy by the Owner through authorized representatives or aaencs. ���
(b) Any such inspection or review by the TWDB shall not subject the state of Texas to .
�ny action for damages� - - " — ^ - �
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City of For�t Worth, Texas
�1�A�ar And Caunc�l Caininun�cAt�ian
DATE REFERENCE NUMBER LOG NAME I
1 /4/00 **C-17808 30TXU
SUBJECT AWARD OF CONTRACT TO JACKSON CONSTRUCTION,
333 DRAINAGE AREA SANITARY SEWER SYSTE
IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 4
RECOMMENDATION:
PAG E
1 of 2
INC. FOR MAINS 183 AND
M REHABILITATION AND
It is recommended that the City Council authorize the City Manager to execute a contract with Jackson
Construction, Inc. in th� amount of $101,011.20 for Mains 183 and 333 Drainage Area Sanitary Sewer
System Rehabilitation and Improvements (Group 6, Contract 3) Part 4.
DISCUSSION:
On January 26, 1999 (M&C C-17230), the City Council authorized the City Manager to execute an
engineering agreement with Teague Nall and Perkins, Inc. to prepare plans and specifications for the
reduction of inflow/infiltration in Main 183 and 333 drainage areas.
The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The project is located within TXU's Electric Handley power plant and is generally bound on the north by
Rosedale Street, on the south by Lake Arlington, on the east by Arkansas Lane, and on the west by
East Loop 820. The proposed improvements consist of the replacement of approximately 1,600 linear
feet of primarily 8-inch diameter sewer pipe.
The project is located in COUNCIL DISTRICT 5, Mapsco 79R and 80N.
The project was advertised for bid on September 16 and 23, 1999. On October 14, 1999, the following
bids were received:
BIDDER
Jackson Construction, Inc.
Cleburne Utility Construction, Company
Conatser Construction, Inc.
William J. Schultz, Inc. d/b/a
Circle "C" Construction, Company
J&R Fish Construction, Company
Long Construction & Engineering, Inc.
Southern Paradise Construction, Inc.
Hall-Albert Construction, Inc.
Kebo Services, Inc.
Gra-Tex Utilities, Inc.
Stocker Enterprises, Inc.
Burleson, Utilities, Inc.
I�uL�1�L`�
$101.011.20
137,377.50
140,983.00
143,590.00
149, 507.00
148,794.45
169,659.00
175,565.00
179, 871.00
192,246.75
207,598.00
262,316.10
TIME OF COMPLETION
80 Calendar Days
C`ity af Fo�t Wo�t�i, Texas
� A ar and � aunc�l � o�n�rt�un�cAt��c�n
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DATE REFERENCE NUMBER " LOG NAME PAGE
1/4/00 °�*C-17808 30TXU 2 of 2
suB�ECT AWARD OF CONTRACT TO JACKSON� CONSTRUCTION, INC. FOR MAINS 183 AND
�333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
_ .�IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 4
In addition to the contract cost, $7,000.00 is required for inspection and survey and $6,000.00 is
provided.for project contingencies.
Jackson Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 8%
M/WBE participation and documenting good faith` effort. Jackson Construction, Inc. identified several
subcontracting and supplier opportunities, however, the M/WBE's contacted in the identified areas did
not respond and/or did not submit the lowest bids. The City's goal on this project is 17%.
FISCAL INFOf�MATION/CERTIFICATION: "
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Co�nmercial Paper-Sewer Fund.
'MG:k
�
Submitted for City Manager's
Office by:
Mike Groomer
Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
A. Douglas Rademaker
I FUND I ACCOUNT I CENTER I AMOUNT
� (to)
6140 I
�
6157 � (from)
PS46
�
6157 �
541200 070460410240 $101,011.20
�
CITY SECRETARY
A�PPROVED
c�TY cou�ciL
,Ipnt 4 2000
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� City Secretar� ox ��
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From: Pearson,�Gloria�
Sent: Tuesday, February 22, Z000 1:35 PM
To: Glover, Sylvia
Subject: FW: Rescind Award of Contract (M & C C-17882, Agenda for 2/22/00)
Sylvia, please handle this. Thanks,
-Original Message-
'=�ror��.~ .�... �St�,inber�er, Ga!'y � ' � , � _ . .�, .. , _ � . n �,.� ,
, - s f � r� .
Sent: Tuesday, February 22, 2000 12:56 PM T
To: McLeroy, Nikki; Pearson, Gloria
Subject: RE: Rescind Award of Contract (M & C C-17882, Agenda for 2/22/00)
Assuming that the M&C was approved by council today, the bonds should be removed from the
city secretary copy and returned to the contractor. If either of you have any questions, please call
me.
-----Original Message-----
From: McLeroy, Nikki
Sent: Tuesday, February 22, 2000 11:14 AM
To: Steinberger, Gary J.
Subject: Rescind Award of Contract (M & C C-17882, Agenda for 2/22/00)
The above M& C rescinds the contract for Mains 183 and 333, Part 4
that was awarded to Jackson Construction on M& C C-17808. Mr.
Jackson wants his bonds back out of the contract books. Is it okay to
take the bonds out of the City Secretary's copy also
do that without checking with you.
Thank you,
Nikki McLeroy
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