HomeMy WebLinkAbout025506 - Construction-Related - Contract - William J. Schultz, Inc. dba Circle C Construction Company�
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CITY SECRETARY �
CONTRACT NO. ���-' �
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Sewer Project 1Vo. PS46-07C14604�b�9� ,
Unit 1, D.O. F. �V�. 25�9 ,j- ���,�R���lt'S �U�fliPiG CO.
Unit 2, D. O. �. 1\la 2555
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;rs tne
Cit�r of For# ���h, 7'v�r�s :. _ : ` � � ��,,�; �; ; i�1� � ���i
1999
B�iB TE�RELL
Cify Manager
L�E C. B�D�E�, .;R., �.E.
Cirectrar
lNaler Departmenf
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Huco A. �IA�+��a, �.�.
Girector af
Trans�orfa�ion and Public Works
1'�E�11NE1"H BARR
M�yor
�1. LiOIIGLAS f�GEMs1�{�:�t, �.�.
Uirrctor
Department of C,�gineeting
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Consul��n�7 Fr�qir���rs
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For� V'l�rth, Te��s '6 i � �-7121
R,;N �lo. 18-124�-�0
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City of FoYt Worth, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER ILOG NAME
12/21/99 **C-17795
30STREET-20
PAGE
1 of 3
SUBJECT AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C"
CONSTRUCTION COMPANY, FOR MAIN 219 DRAINAGE AREA SANITARY SEWER
SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 1) PART 7,
UNITS 1 AND 2
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with �Iliam
J. Schultz, Inc., d/b/a Circle "C" Construction Company, in the amount of $402,767.00 for Main 219
Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 3, Contract 1) Part 7,
Units 1 and 2. .
DISCUSSION: .
On May 13, 1995 (M&C C-14834), the City Council authorized the City Manager to execute an
engineering agreement with RJN Group, Inc. to prepare plans and specifications for the reduction of
inflow/infiltration in the Main 219 drainage area.
This project is part of the City's Integrated Wet Weather Wastewater Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The Unit 1 project is generally bound on the north by 20th Street, on the south by 16th Street, on the
east by Menefee Avenue, and on the west by True Avenue. The neighborhood streets that will be
impacted by construction are 17th Street, 18th Street, 19th Street and True Avenue.
The project was advertised for bid September 16 and 23, 1999. On October 14, 1999, the following
bids were received:
BIDDER
William J. Schultz, Inc..
d/b/a Circle '_'�" �.ons2r-uction Cornpanv
Conatser Construction, Inc.
Kebo Services, Inc.
Stocker Enterprises, Inc.
Long Construction & Engineering, Inc.
Cleburne Utility Construction Company
Jackson Construction, Inc.
B & H Utilities, Inc.
Texas-Sterling Construction, Inc.
Whizcon Utilities, Inc.
AMOUNT
$273.737.00
372,635.50
388,812.00
396,484.00
400,942.00
406,939.50
413,071.75
436, 398.00
470,946.20
498,043.00
TIME OF COMPLETION
90 Calendar Days
City of Fort Wo�th, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME
12/21 /99 **C-17795
30STREET-20
PAGE
2 of 3
SUBJECT AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C"
CONSTRUCTION COMPANY, FOR MAIN 219 DRAINAGE AREA SANITARY SEWER
SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 1) PART 7,
UNITS 1 AND 2
The Unit 2 project consists of the replacement of the following sanitary sewer laterals and mains:
• M-218 - located on True Avenue between 19th Street and 21 st Street; and
• L-4719 - located in the alley between 23rd S�treet and 24th Street from Rock Island Avenue to
Robinson Street.
The project was advertised for bid September 16 and 23, 1999. On October 14, 1999, the following
bids were received: .
BIDDER
William J. Schultz. Inc..
d/b/a Circle "C" Construction Companv
Stocker Enterprises, Inc.
Long Construction & Engineering, Inc.
Kebo Services, Inc.
Cleburne Utility Construction Com�any
Southern Paradise Construction, Inc.
Whizcon Utilities, Inc.
Burleson Utilities, Inc.
AMOUNT
$129.030.00
172,560.00
184,984.50
190,016.00
192,143.50
197,365.00
235,318.00
266,973.45
TIME OF COMPLETION
70 Calendar Days
The proposed improvements consist of the replacement of approximately 3,400 linear feet of various
size sanitary sewer pipes ranging in diameter from 8 to 16-inches. Both projects are located in
COUNCIL DISTRICT 2, Mapsco 61 B, C, F and G. �
Since William J. Schultz, Inc., d/b/a Circle "C" Construction Company, is the low bidder on both units,
construction of both units will begin simultaneously and the contractor shall be allowed a total of 9Q
calendar days to complete construction of both units as stipulated in the project contract documents.
In addition to the contract cost, $29,000.00 (Unit 1: $20,000.00 and Unit 2: $9,000.00) is required for
inspection and survey and $21,000.00 (Unit 1: $14,000.00 and Unit 2: $7,000.00) is required for project
contingencies.
William J. Schultz, Inc., d/b/a Circle "C" Construction Company, is in compliance with the City's M/WBE
Ordinance by committing to 19% M/WBE participation on Unit 1 and 19% M/WBE participation on Unit
2. The City's goals on these projects are 19% for Unit 1 and 16% for Unit 2.
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DATE
12/21 /99
SUBJECT
City of Fo�t Worth, Texas
Mayor and Council
Communication
REFERENCE NUMBER LOG NAME PAGE
**C-17795 30STREET-20 3 of 3
AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C"
CONSTRUCTION COMPANY, FOR MAIN 219 DRAINAGE AREA SANITARY SEWER
SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 1) PART 7,
UNITS 1 AND 2
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the State Revolving Fund-Sewer.
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Submitted for City Manager's
Office by:
FUND I ACCOUNT I CENTER I AMOUNT I CITY SECRETARY
(to)
Mike Groomer 6140
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City of Fo�t Wo�th, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME PAGE
12/21/99 **C-17795 30STREET-20 I 4 of 3
SUBJECT AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C"
CONSTRUCTION COMPANY, FOR MAIN 219 DRAINAGE AREA SANITARY SEWER
SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 1) PART 7,
UNITS 1 AND 2
Originating Department Head: I � I
A. Douglas Rademaker
Additional Information Contact:
A. Douglas Rademaker
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PE42
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I APPROVED 12/21/99
541200 070420416910 $273,737.00 �
541200 070420416920 $129,030.00 �
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September 29, 1999
CITY OF FORT WORTH
DEPARTMRENT OF ENGINEERING
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ADENDUM NO.1
TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
MAIN 219 DRAINAGE AREA
SANITA.RY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS
SEWER PROJECT NO. PS46-070460410090
� PART 7
iTr1IT 1 D.O.E. NO. 2551
UNIT 2 D.I.E. NO. 2555
" iJNIT 3 D.O.E. NO. 2556
Bid Receipt Date — October 14, 1999
1. Bidders aze hereby notified of the following:
On the Detailed Notice To Bidders and item No. 11 of the Special Instructions to
Bidders (Water Department} prospective bidders shall revise the first sentence of
the paragraph pertaining to MlWBE requirements to read as follows: "In
accordance with the City of Fort Worth Ordinance, No, 13471, as amended by
Ordinance No, 13781 the City of Fort Worth has goals......." -
No other parts of the plans or contract documents are hereby changed.
This Addendum forms a part of the Contract Document referenced above and modifies
8_ _ the ori�al Contract Documents. Acknowledge receipt of this Addendum on the space
provided below, on page Part B— proposal and note on the outer envelope of your bid.
Failure to acknowledge receipt of this Addendum could subject bidder to disqualification.
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RECEIP'T ACKNOWLEDGED:
By:
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Department of Engineering
Rick Trice, P.E.
Manager, Consultant Services
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Addendum No. 1
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CONTRACT DOCUMENTS
MAIN 219
DRAINAGE AREA S.ANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS
SEWER PROJECT NO. PS46-070460410090
PART 7
Unit 1, D.O.E. No. 2551
Unit 2, D.O.E. No. 2555
Unit 3, D.O.E. No. 2556
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
SEPTEMBER 1999
I hereby state that these Contract Documents were
prepare�c. u�� nty- d�z-rec�--supe�-vi�-i-on.-_ancLthat I am a
duly Registered Professional Engineer under the laws of
the State of Texas.
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MD SHAMSUL AREFIN
Date: �(' j����'� Registration No. 83867
Contractor
Street Address
City & State
Telephone
Contact Person
CONTRACT DOCUMENT5
MAIN 219
DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS
SEWER PROJECT N0. PS46-070460410090
PART 7
Unit 1, D.O.E. No. 2551
Unit 2, D.O.E. No. 2555
Unit 3, D.O.E. No. 2556
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
RJN GROUP, INC.
CONSULTING ENGINEERS
- FORT WORTH, TEXAS
SEPTEMBER 1999
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TABLE OF CONTENTS
M-219, PART 7
Part A- Notice to Bidders
Detailed Notice to Bidders
Special Instructions to Bidders
Part B- Proposal and M/WBE Section
Part B1 - Proposal - Unit 1:
M/WBE Specifications - Unit 1
Part B2 - Proposal - Unit 2:
M/WBE Specifications - Unit 2
Part B3 - Proposal - Unit 3:
M/WBE Specifications -.Unit 3
Part C -
Part C1 -
Part D -
Part DA -
General Conditions
Supplementary Conditions
Special Conditions
Additional Special Conditions
Standard Details
Part E - General Specifications for Water Department Projects
(Not Bound Herein)
Part F - a. Certificate of Insurance
b. Contractor Compliance with Worker's Compensation law
c. Payment Bond
d. Performance Bond
e. Maintenance Bond
Part G -
APPENDIX A
APPENDIX B
Contract
- SRF Requirements
- Permits and Easements
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DSealed proposals for the following:
NOTICE TO BIDDERS
FOR: MAIN 219 DRAINAGE AREA SANITARY SEWER
� SYSTEM i2EHA8ILITATION AND IlVIPROVEMENTS
PROJECT NO. PS46-070460410090
PART 7— UNIT 1, D.O.E. NO. Z551
' j'� UNTT Z, D.O.E. NO. 2555
UNIT 3, D.Q.E. NO. 2556
� UIVIT 1— 168 L.F. of 12" D.I.P open cut, 448 L.F. af 12" PVC open cut,1180 L.F. of 15" PVC
open cut,150 L.F. of 16" D.I.P. open cut,161 L.F. of 16" D.I.P. other than open cut,10
L.F. of b" PVC open cut,10 Manholes and Related Appurtenances.
� iJNIT 2 —
� UNIT 3 —
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272 L.F. of 12" D.I.P open cut, 370 L.F. of 12" PVC open cut, 661 L.F. of S" PVC open
cut,15 L.F. of 6" PVC open cut, 9 Manholes and Related Appurtenances.
1544 L.F, of 8" D.I.P other than open cut, 975 L.F. of 8" PVC open cut, 42 L.F. of 6"
PVC open cut,14 Manholes and Related Appurtenances.
Addressed to Mr. Bob Terrell, City 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. in the Council Chambers.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the
Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,
Texas. One set of Plans and Documents will be provided for the deposit of Fifty Dollars
($50.00). A pre-bid conference will not be held.
Bidders shall not separate, detach or remove any portion, segment ar sheets from the
contract documents at any time. Bidders must complete the proposal sections and submit
the complete specifications book or face rej ection of bid as non-responsive.
For additional information concerning this project, please contact Mr. Md Shamsul Arefin, P.E.
� RJN Group, Inc., at (817) 595-2199 ext. 18 or Mr. Rakesh Chaubey, P.E., Project Manager, at
(817) 332-5474 eart. 40.
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Advertising Dates:
Sebtember 16_ 1999
Sentember 23. 1999
Fort Worth, Texas
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DETAILED NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: MAIN219
DRAINAGE AREA SANiTARY SEWER SYSTEM
REHABILITATION AND IlVIPROVEMENTS
SEWER PROJECT NO. PS46-070460410090
PART 7- Unit 1, D.O.E. No. 2551
Unit 2, D.O.E. No. 2555
Unit 3, D.O.E. No. 2556
Addressed to Mr. Bob Terrell, Crty Manager of the City of Fort Worth, TeXas, will be received at the
Purchasing Offce until 1:30 P.M., Thursday, October 14, 1999, and then publicly opened and rea.d
aloud at 2:00 P.M. in the Council Chambers. Plans, Specifications and Contract Documents for this
project may be obtained at the office of the Department of Engineering, Municipal Office Building,
1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to
prospective bidders for a deposit of Fifty Dollars {$50.00).
All bidders will be required to comply with Provisions 5159a of "Vernon's Annotated Civil Statutes"
� of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No.
7278, as amended by City Ordinance No. 7400, prohibiting discrimination in employment practices.
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A pre-bid conference will not be held.
Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders.
The major items of work on the above project are:
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UNIT 1— 168 L.F. of 12" D.I.P open cut, 448 L.F. of 12" PVC open cut,1180 L.F.
�j of i5" PVC open cut, 150 L.F. of 16" D.I.P. open cut, 161 L.F. of 16"
U D.LP. other than open cut, 10 L.F. of 6" PVC open cut,10 Maaiholes and
Related Appurtenances.
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U1vIT 2— 272 L.F. of 12" D.I.P open cut, 370 L.F. of 12" PVC open cut, 661 L.F.
of 8" PVC open cut, 15 L.F. of 6" PVC open cut, 9 Manholes and
Related Appurtenances.
UNTT 3— 1544 L.F. of S" D.I.P other than open cut, 975 L.F. of 8" PVC open cut,
42 L.F. of 6" PVC open cut,14 Manholes and Related Appurtenances.
DNTB(1)
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DETAILED NOTICE TO BIDDERS
Included in the above will be all other miscellaneous items of construction as outlined in the Plans
and Specifications.
The City reserves the right to reject any and/or all bids and waive any and/or all formalities.
AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days
from the date bids are opened. The award of Contract, if made, will be within ninety (90) days
after the opening of bids, but in no case 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.
This document is designed as three (3) separate contract documents and proposals and shall not
� be construed as being a package. The Proposal Sections are designed as three (3) separate
proposals and are arranged in Units to be awarded to the responsive low bidder for each Unit. If
the Contract or submits a bid on one proposal and is the lowest proposed price total, the
� Contractor will be the apparent successful bidder for the individual proposal Unit. Contractors
may bid on any or all the Units.
� Time on all Units awarded will run concurrently. If the Contractor is low bidder on more than
one unit, his time for all Units awarded to him will be the longest time allowed for any single Unit
awarded to him.
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Bidders are responsible for obtaining all addenda to the contract documents and acknowledging
receipt of the addenda by initialling the appropriate spaces on the PROPOSAL form. Bids that
do not acknowledge receipt of all addenda may be rejected as being non responsive. Information
regarding the status of addenda may be obtained by contacting the Department of Engineering at
(817)871-7910.
"Any contract or contracts awarded under this Detailed Notice to Bidders is expected to funded
in }�art by a loan from the Texas Water Development Board. This contract is contingent upon
release of funds from the Texas Water Development Board. Niether the 5tate of Texas nor any
of its departments, agencies, or employees is or will be a part to this Detailed Notice to Bidders
in any resulting contract."
Bidders shall not separate, detach or remove any portion, segment or sheets from the
contract document at any time. Bidders must complete the proposal section(s) and submit
the complete specifications book or face rejection of the bid as non-responsive.
� In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has
goals for the participation of minority business enterprises and women business enterprises
in City contracts. The Bidder shall submit the M/WBE ITTILIZATION FORM, PRIlVIE
� CONTRACTOR WAiVER FORM, and/or the GOOD FAITH EFFORT FORM
("Documentation"), as appropriate. The documentation must be received by the contracting
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DETAILED NOTICE TO BIDDERS
department no later than 5:00 P.M. five (5� business days after the bid opening date. The
bidder shall obtain a receipt from the appropriate employee of the contracting department
to whom the delivery was made. Such receipt shall be evidence that the Documentation was
received by the City.
The Managing Department for tlus project is the Deparnnent of Engineering.
For additional information conceming tlus project, please contact Mr. Md Shamsui Arefin, P.E.
RJN Group, Inc., at (817) 595-2199 ext. 18 or Mr. Rakesh Chaubey, P.E., Project Manager, at
(817) 332-5474 ext. 40. � - �
BOB TERRELL
CITY MANAGER
GLORIA PEARSON
CITY SECRETARY
A. Douglas Ra.demaker, P.E., Director
DEPARTMEN F ENGINEERING
$y; J u G.
� Rick Trice, P.E.
Manager, Consultant Services
ADVERTISING DATES
Sentember 16, 1999
Sentember 23 , 1999
Fort Worth, Texas
DNTB(3)
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SPECUL IlVST'RUCT'ION TO BIDDERS
(WATIIt DEPAR'IZIg'Nl�
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� 1. : All contraciors submitting bids are requit�ed
to be prequalified by the Fort Worth Watu I�epartment prior to submitting bids. This
prequalification procas will establish a bid limit based on a tochnical cvaluation and
� financial analysis of the contra�ctor. It is the bidder's rtsponsibility to svbmit the foilowing
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documeritation: a cunent financial statemerit, an acetptable ezperience ra�rd, an
acccptable �quipment schedule and any other documerits the Dcpartment may deem
n�s�y, to the Dirxsor of the Water D�artmeat at least s�cveri ('7) caleridar days prior
to the date of the opening of bids.
(a) 'Ihe financial sta�emait raquircd shall have bes� r.,.�.a....t by an indc�endeat x�rtified
public accountant or an indepeadent public aaeountant holding a valid pamit issued
by an a}.r,.�,.:ate Sta�e licaising agessc,y and shall have beea so prepand as to n�la;t
the finan�ial st�us of the submitting company. 'This statement must be currmt and not
more than one (1) year oId .In the �se that a bidding date falls within the time a aew
statement is being r..z,�..d,� thaFrcvious sta�tement �shall be updated bY PmP�
verification.
ib) For an experiaiae rxord bo be �ide�rod to be acxptable for a givea project, it mast
� reflecz the ezperiaiee of the fum seeYing qualific�tion in wor3c of both the same natvne
and txhnical Ic.we� as that of the prajxi for which bids are to be rx,�ived.
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(c) 'Ihe Dirxtor of the Waier Degartmeat shall be the sole judge as to the acce�tability
� for financiat qualification to bid oa aay Fort Worth Water Dq�artmeat projoct•
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(� Bids rxzived in cxass of the bid limit shall be consider�d non-responsive and w�l be
rejectrd as such.
(e} The City, in it's sol� discre�on, may rejaci any bid for failure to demonstrate
e�cpericr�ce and/or expertise.
(� My r. �y,,.�ls submiGtd by 1 non-proqualif �d bidder shall be remrne� unopened, and
if inadvertenily opcsied, shall not be considurd.
(g) 'I�e Ciry will utempt to nodfy prospective bidders whosc qualifiradons (financial or
e.zp�sience) are not dezm�d to be apprapriate to the nature and�or magnitude of the
pc�o}e�t on which bids uz to be rxeivad. Failure to nodfy shall nat be a waiva o f any
�eas�rY P��rition. .t_
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2. : A cuhier�s c,Juck or scxeptable bidder's bond payable to the City of
Fort Wocth in an unount of aot k,ss thars five perc�nt (5 x) of the 1arYest possibie tot�l of
the bid submitttd must uxomgany the bid, and is subjeci to forfeiture in the event the
successful biddu fails to ezecute the Coatra,ct Documents within {10) days aRa the
contnct has boen awudc�. To be an acceptab2e suz+ety vn the bond, (1) the name of the
surety shall be included on the currr.r�t U.S. Trrasury� or (Z) the surety must have rapital
and surpius �qual w tea times the limit of the bond. The surety must be`licznst� to do
business in che State of Ta�as. The amount of the bond shall not ezc,eed the amount shown
on the Treasury list or one-terith (1/10) the total ca�ital and surplus.
3.
4.
B4NDS: A performancx bond, a payment bond and a maint�ance bond rach for oae
hundred (10096) �xrceat of the c�ntra,ct price will be raquind, RefGrencx C 3-3.7.
WAGE RATES: Not %ss than the prcvailing wage rates established by the City of foxt
Worth, Tacas and as set forth in the coatrac.t doeumeats must be paid on this projxL
5. AMBIGiTITY; In the case of ambiguity or �ack of clearness in stating pricxs in the
o. Froposal tiie City resaves the right to a:dopt the most idvaatageous constcvction thercof
to the City or to rejact the Proposal.
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BIDDER LICENSE: Bidder must be a Iicr,nsed Contractor in ihe S�aie of Te�as.
NONRESID BIDD�; Punvant tv Articie 601g, Texas Rcviscd Civil StatuOes, ti�e
� City of Fort Worth will not award this contract to a nonr�sident bidder ualess �e
n nonres,iderit's bid is lowa than the lowest bid submitt,ad by a ztsposisi'ble Tezas resideat
u bidder by tfu same amount that i Texas �e.sideat bidda arou2d be i+oquired to underbid =
� • nonresident biddes to obtain a comparable cantr�ct in the State in which the nanresidait's
principal placx of business is locatcd.
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'Nocuesident bidder' means a biddu whose principal place of business is rtot in the StaLe
of Tezas, but ezcludcs a cont=actor whose ultimate gar+eat company or majoriry ownar has
its principal placa of business in the State of Tezas.
'Ihis prnvision does not apply if this c+ontract involves Faieral funds.
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'I�e �tppropriate blanlcs vf the Proposal must be filled out by all noaresident bidder� it�
order for the bid to meet specificxdons. The failure of a aonresident cant:actor to do �o
will auc�maacally disqualify rhac bidder.
PAY1�V`T: If the cont�a�ct amount is 525,000 or less, the cont�ac,t amount shall be paid
within forty-five (4� caIeridar days after complerion and acceptance by the City.
9. ��: In accord.ance with the policy ('Policy') of the Ezecutive Branch of the Fzderal
Govanrna�t, Cont�a�cxor covenant� tha,c ndther it, nor any of its offia�, membas, ageats,
emploY�� Pro� P�cipants or subcantractors while engaged in performing this
contzact, shall, in corinection with the employm«it, advancema�t or discharge of
employxs in connearon with the tams, conditions or privileges of their employmeat,
discriminate against persons be�ause of thGir age ezccpt on the basis of a bona fide
oc�upational qualifcarion, retirament plan, or s�tatutory requiremea�
Contra�tor huffier c�veaants ihat neither it nor its officers, membrrs, agaits, employxs,
subcontca�ctors, P�� P��P�ts, or persons acting on their behalf, shall spxify, in
solicitations or advertisemaits for employxs to work on this conttact, a maumum age
limit for suc� employmeat unless t�e specified mazimum age Iimit is based upoa a bona
fide occupational qualification, nkrzment plan or statutory r�quirements.
Contracior wariants it will fully comply with the policy and will d�ferid, indemnify and
hold City harmless against any claims or allegations asserted by third parties or
� subc�tractors and/or iis subcontractors' alleged failure to comply with the abave
refer�nerd Policy caacaning age discrimination in the performance of this a�grxmmt
I0. : In aaror�asicc wit� the pravisions of the Americans With Disabilities Act
of 1990 ('ADA'), Con�r�ctor warraats that it and aay and all of iis subaontractors w�1 not
unlawfully discriminate on; the basis of disability in the provision of services to the
general public� nor in the availability� terms and/or conditions of emgloyment for
applicants for employmu�t with or employxs of Contractor or any of its subcontractors.
Concra,ctor wairants it will fully comply with the ADFA's provisions and any othu
a�plic�ble Fedaal, Sraie and local laws cancerning disability and rvill defend, indemitify
and hold City harmless against any claims or allegations assezted by third parties or
subcontractors against Ciry arising out of cantractor's and/or i�s subcontra,ctors' alleged
failure to comply with the ahove referenccd Policy concerning age discriminadon is� the
performance of this agrxment.
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11. MINORITY A1VD WOMEN BUSINESS EN'TEIZPRISF.S: In accordance with the City
of Fort Worth Ordisiance No. 11923 the City of Fort Worth has goals for the participatioa 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 sha11
D submit the MBF,IWBE UTILIZATION FORM, PRIME CONTRACTOR WANER FROM
and/or the GOOD FAITH EFFORT FORM ("Documentation'� as appropriate. The
documentation must be received no later than 5:00 P.M., five (S) City business da.ys 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
anonresponsive.
Upon request, Contractor agrees to provide the Owner complete and accurate information
j� regarding actual worlc performed by a Minority Business Enterprise (MBE) and/or a Women
��) Business Enterprise (WBE) on the contract and payment thereof. Con�actor further agrees
to permit any audit and/or examination of any books, records or files in its possession that
�'j will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation
�.� of facts (other than a negiigent 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 negiigent misrepresentation) and/or commission of
fraud will result in the Contractor being determined to be irresponsible and barred from
n participating in City work for a period af time of aot less than three (3) years.
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Unit 1 — Construction
M/WBE Specifications
Proposal
Unit 2 — Construction
M/WBF Specifications
Proposal
Unit 3 — Construction
M/WBE Specifications
Proposal
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ATTACHMENT 1A
Page 1 of 2
c;ty of Fort wor�n ,
Minority and Women Business Enterprise S�c�cations "
MBE/WBE UTILIZATI��c i� E E��� c/ c F��
��) l � a 4S c-� u��' c� z� A �-� v � l'� Y�� p���T� � i��s10 `��3�
P'F� COMPA� NAME y
?' � BID DATE
� �� � � � r�� � �T���� �� r / � PROJECT NUMBER �
�WECT NAME
'S M/WBE PROJEGT GOAL: I� + � M/K'BE PERCENTAGE ACHIEVED: �� �
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�ailure to comptete. this � form, :in its entirety . with supporting dacumentation, �and received by the � Managing
�epartment on_or before 5:OO.�p.iri. five (5j�City�business days�after bid,opening��ezclusive of bid opening:date, wii!
sult in�the bid being considered non-responsive to bid specifications.
he undersigned.bidder.agrees to ente��into�a fortnal agreement with ttie MBE and/or WBE finns for_work listed in�this
hedule, -conditioned. upon execution of:a .coritrac# witti the City of Fort Worth.� The interitionai andlor icnowing
_ isrepresentation of facts is grounds for consideration of disqualification and will result in�the bid being considered
on-responsive to specifications.
,_ Company Name, Contact Name, ��� � Specify All Contracting Specify All ltems to be Do{(ar Amount
Address, and Telephone No. Scope of Work (•) Supplied(`) ,�.�
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MMBEs must be located In the 8(nine) county marketplace or cumently dotng bwiness In the marfcetplace at the tlme of b[d. �
SpecHy ail areas In which MWBE'a are to be utllized �ndlor ttsms to t�e suppiied:
A complets Itstfng of ttems to be aupptted !s nqutred In order to receEve credit toward the M/WBE goat.
�Idertlfy each Tter Ievei. Tier. Means tho levet of subcortU'acting below the prime contractorlconsuttant, I.e.� a direct payment
� from tfie pNme contracWr to a subcontractor Ia consldeced S" der, a payma�tt by a subcontractor to
� its auppllerls conslder+ed 2'~ Uer.
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THIS FORM MUST BE RECEtVED 8Y THE MANAGING DEPARTMENT BY 5:00 p.m.� FIVE (5j CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. Wy88
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c�t� of Fort wortn
Minority and Women usiness Enterprise Specifications
�
ompany Name, Contact Name,
� Address,�and Telephone No.
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' Certifled
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: bidder iurther agrees to provide, directly to the City upon request, complete and accurate information regarding .i
�a[ work performed by all subcontractors, including MBE(sj andlor WBE(s) arrangements submitted with this bid. �
bidder also agrees to allow an audit and/or examination of any books, recorcls and files held by their company �
t will substantiate the actual work performed by tfie MBE(s) andlor WBE(s) on this contract, by an authorized �_,
�er or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for �
iinating the contract or debarment from City work %r a perioc! of not less than three (3) years and for initiating
ion under Federal, State or Local laws concerning false statements. Any faiture to comply with this ordinance artd _° �
�tes a material breach of contract may �esult in a determination of an irresponsibte offeror and barred from
cipating in City work for a period of time not less than one (1) year. j
Lt. M a d E U T BE CERTIFIED BY THE ClN BEFORE CONTRACT WARlD �
.����`����'l � Gt r v l J Sc ��c �/ �.,
�on ed Sign re Printed Signature '
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Contact Name and Title (if different)
Tetephone Number (s)
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Fax Number
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Date
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rF�i(S FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., F[VE (5) CITY BUSINESS DAYS AFTER BID's�;
OPENING, EXCLUSIVE OF THE BID OPENING OATE �"` �'
� itev. 61?!9a
MBE/WBE UTILIZATION
ATTACHMENT�� �
Page 2 of
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Specify All Contrdcting ' Specity All Items to be Dollar Amount ..
• Scdpe of Work ('j Supplied(') 2�� . '
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�� c�t� of Fort wo�n ��
Minority and Women us�ness Enterprise �adif�cations
� � ���I��EE�I�l�/C�'�'d
MBE/WBE UTILlZATION
� � ) ; � .� � s� �' s ocT �,�y�ly� �..
i.t� � a rll s wt' �'z �n �� C:vrv�o � � r�/,� �� � �`�`- � �
PRIME COMPANY NAN! �_ � B!D DATE �
ATTACHMENT 1A
Page � of 2
� �/i)acM a i 9 � �v u ,v 3 �'�ira.� 1 � % . ,
a_ E�� E � PROJECT NUMBER
(�t �
��'S M/WBE PROJEGT GOAL: J� �� � ' MlVVBE PERCENTAGE AG$IEVED: l 6 y' �
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�a�lure to complete. this � fortn, .in its � entirety . with supporting documentation, �and received by the Managing
aepartment on_or before 5:OO.�p.rti. five (5)�City.business days�after bid.opening,�ezctusive of bid opening:date, wiil
sult in�the bid being considered non-responsive to bid specifications.
OThe undersigned.bidder.agrees to enter into�a.fortria! agreement inrith the MBE andlor WBE firms ior.work�listed in�this
hedule, -conditioned. upon execution� of.a contracf with the City of Fort Worth.� The intentionat and/or knowing
_ isrepresentation of facts is grounds for consideration of disquaiification and wili result in the bid �being considered
on-responsive to specifications.
_ Company Name, Contact Name� ��ed Specify All Contracting Specify AI( Items to be Dollar Amount
Address, and Telephone No. ., Scope of Werk (•) Supplied(`) ,z.;
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MMBEs muat be located in the 9(nlne) county marketplace or cumentfy doing buslness In the marketplace at the tlme of bld. '
SpecHy all areas ln whlch IHWBE's are to be utlltzed and/or ftems to be supptled:
A complete Ilsttng of Items to be supptled !s requlred In order to receive crodit tonraM the MNVBE Qoal.
�) Iderrttfy each Tier level. Tkr. Means the lavet oi subcortVacting below the pdme contractoNconsuftant, I.e., a di�ect payment
from the pNma contractor to a subcontractor Fs corssldered i" tler, a paymertt by a subco�actor to
tta auppller !s coresldered 2"� tler.
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THtS FORM MUST BE RECEIVEQ BY THE MANAGING DEPARTMENT BY 5:00 p.m.� FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF 7HE 81D OPENING DATE
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Rov. 6/2/88
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ATTACHM�NT
Page 2 �
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Cify of Fort Worth �-jz�
Minority and Women eusiness Enterprise Specifications .: ��
� MBEJWBE UTtLIZATlON _ ��'��
$ �.. .ti
ompany Name, Contact Name� ��rt�fl� Specify All Contracting Specify AU' Items to be Dollar Amount ..
� Address,�and Teiephone No. U F�. � Scope of Worlc (•j � Supplied(') ,� `. �
�$a ��
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: bidder further agrees to provide, di�ectly to the City upoo request, complete and accurate information regarding W:
�al work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
bidder also agrees to allow an audit and/or examiRation of any books, records and files hetd by their company �
t will substantiate the actual worlc performed by the MBE(s) and/or YVBE(s) on this contract, by an authorized �r,{
�er or employee of the City. Any intentional andlor knowing misrepresentation of facts wi[I be grounds for ��
iinating the contract or debarment irom City work for a period of not less than three {3j years and for initiating �
�on under Federai, State or l.ocal laws conceming fatse statements. Any failure to compfy with this ordinance and._
�tes a materiat breach of contract may resutt in a detertnination oi an inesponsible offeror and baRed from ;
icipating in City work for a period of time not iess than one (1} year. �
ALL s s MUST BE CERTIFIED BY THE CITY BEFORE CONT�RACT,AWARD
�G�J� �Gt ry l J �c h u%��Z. .
on ed Sign ure ) � Printed Signature ,
�i(.LQ �r-��- Ol�vvl.�` �
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p y Na e
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Contact Name and Titie (if different)
Telephone Number (s)
g��-a93- ���--3
Fax Number
gi�-�9� �9s�
Date
D UST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CI7Y BUSINESS DAYS AFTER BID a-�;:
THIS FORM M .t�S�;r;,
OPENING, EXCLUSIVE OF THE BID OPENING DATE �`''
Rev 6�
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PART Bl - PROPOSAL
iJNIT 1 CONSTRUCTION
(This proposal must not be removed from this book of Contract Documents.}
TO: Bob Terrell
City Manager
Fort Worth, Texas
PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by
the City, equipment and labor for the installation of va.rious sanitary sewer improvements,
including replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all
necessary appurtenances and incidental work to provide a complete and seiviceable project
designated as:
Main 219
Drainage Area Sanitary Sewer System
Rehabilitation and Improveinents
Part 7, Unit 1
Pro,ject No. PS46-U7046041009Q
D.O.E No. 2551
The major work on this project sha11 consist of:
IJNIT 1: 168 L.F. of 12" D.I.P open cut, 448 L.F. of 12" PVC open cut, 1180 L.F.
of 1S" PVC open cut, 150 L.F, of 16" D.I.P. open cut, 161 L.F. of 16"
D.I.P. other than open cut, 10 L.F. of 6" PVC open cut, 10 Manho(es
and all necessary appurtenances and incidental work to provide a complete and serviceable
project.
Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly
examined the Contract Documents, including plans, special contract documents, and the General
Contract Documents and General Specifications for Water Department Projects, the site of the
project and understanding the amount of work to be done, and the prevailing conditions, hereby
proposes to do all the work, furnish all labor, equipment and material except as specified to be
furnished by the City, which is necessary to fully complete the work as provided in the Plans and
Contract Documents and subject to the inspection and approval of the Director of the Department
of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal
to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance
Bond, and such other bonds, if any, as may be required by the Contract Documents for the
perfomiing and completing of the said work. Contractor proposes to do the work within the time
stated and for the following sums:
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PART 7
Ul�TIT 1
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
1
2
3
168 LF
448 LF
40 LF
12" D.I. Sewer Pipe, open cut
(All Depths)
�
Dollars &
' Cents per LF
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* 12" PVC Sewer Pipe, open cut
(All Depths)
��.�� � .�
Dollars &
/ , .�� Cents per LF
l
*6" PVC Sewer Pipe, open cut
(All Depths)
���
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Dollars &
�� Cents per LF
Unit 1 - 1
* Contractor must complete
City Approved Product Form
$ yG s� $ �8/� ��'
$ ,3� `s�' $ / y�s"� o � o
a�
$ 3'� $ ����
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PART 7
UNIT 1
PAY
ITEM
4
�7
C
APPROXIMATE DESCRiPTION OF ITEMS WITH UNIT AMOUNT
QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
1180 LF
150 LF
161 LF
* Contractor must complete City
Approved Product Form
* 15" PVC Sewer Pipe, open cut
(All Depths)
��c�x� __11� ��--,
U
Dollars &
��� Cents per LF
16" D.I. Sewer Pipe, open cut
(All Depths)
�r.�,� ,��'.u�r�
�� �
Dollars &
,�-u� Cents per LF
16" D.I. Sewer Pipe, other than open cut
Jl.�1 U1 p1. f��L.tIYJ !'� i'�
,,,��.�� DOIIaTS SL
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inc� Cents per LF
Unit 1 - 2
$�' o v $�i3G � o o a
$ L/� ° �' $ G 300 ° �
$ ,�54 pG $ J�lo3s� D�
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PART 7
LTNIT 1
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
7
8
0
305 LF
304 LF
iF��rl
0
*4" PVC Sewer Service Pipe
������ ���
d
Dollars &
�o Cents per LF
4" D. I. Sewer Service Pipe
��z,�-P�-,�C, m��-, o
d
Dollazs &
�rw Cents per LF
Concrete Driveway Replacement
���� ��
Doll�s &
�� Cents per SY
Unit 1 - 3
* Contractor must complete
City Approved Product Form
$��o� $�3.a2b �'a
$� g ov $�g/� � o
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$ y�s $ � �s_ 0 6
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PA.RT 7
UNIT 1
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
�TEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
10
11
12
33 EA 4" Sewer Service Tap on PVC Pipe
.�,� ,�� .�,� � � �/
�,�,� Dollars &
�
�,-b, � Cents per EA
2 TON
2 EA
D.I.P. Fittings
� i �s-o �..��-wo a�,-, �
, ... ��-, �,.. ,/ Dollars &
��.�.
.�-u� Cents per TON
6" Sewer Service Tap on PVC Pipe
�� ���� �
z��(� Dollars &
rYin Cents per EA
Unit 1 - 4
DG aG
$�3�sv $ //8�d"a
o� o�
$ ��-o � $ soo�
$ y�o 0� $ �oo ��
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PART 7
UNIT 1
PAY APPROXIMATE DESCRIPTiON OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
13
470 LF
Pre-Constxuction Cleaning and Television
Inspection of Sanitary Sewer
�A�
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14
15
2107 LF
• _ �
Doliars &
Cents per LF
Post-Construction Television
Inspection of Sanitary Sewer
���.
n�t�
Dollars &
Cents per LF
48" Diameter Standard Sanitary Manhole,
0' — 6' Deep
�-�-�,i �..�.� a.�--� c�'_�'��
�.,�-, r_�.r � Dollars &
� Cents per EA
Unit 1 - 5
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UNIT 1
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
16
39 VF 48" Diameter Standard Sanitary Manhole,
Additional Depth
,
m.�m .0�
Dollars &
ir� Cents per VF
17
2 EA 48" Diameter Standard Sanitary Manhole
with Bolt Down Frame and Lid,
0' — 6' Deep
����,����
��� ,� Doll�s &
� Cents per EA
18
2 EA 48" Diameter Drop Sanitary Manhole
0' — 6' Deep
�n ��u.o am ri .J�.r �
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�c� Cents per EA
Unit 1 - 6
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o � aU
$ /Yo � $ ��oa
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UNIT 1
PAY APPROXIMATE DESCi2IPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
19
20
21
16 VF
8 EA
10 EA
48" Diameter Drop Sanitary Manhole
Additional Depth
�-r,� � .�/.� � .�. .f; u�
Dollars &
.�� Cents per VF
Watertight Manhole Insert
����
Dollars &
�-�r� Cents per EA
a0
$ lo?o $/ 9�? a o 0
0o d G
$ �oo $ Pod
Vacumm Test Manhole
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,��Doil�s &
rrr� Cents per EA
Unit 1 - 7
$ i,sa �° $ /s"od � �
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UNIT 1
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
22
23
24
►! •
2 EA
Remove Existing Manhole
.._/.�.�.' �7,�/�QP �'�
D0111TS 8L
>,-L.�� Cents per EA
oU
$ ���� $ Sy�D o 0
Abandon Existing Manhole
�„� �.� � 0
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Dollars &
mT> Cents per EA
10 EA Concrete Manhole Collar
Per Figure 1.21
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_ Doliars &
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Unit 1 - 8
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UNIT 1
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
28
►C�;
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2107 LF Trench Safety System
Greater than 5' Deep
0
Doti�s &
�,�r� Cents per LF
�/�� $�/D7°�
900 LF Hydro Mulch Seeding
Complete in Place
� ���
320 LF
Dollars &
.�� Cents per LF
Bermuda Grass Sodding
Complete-in-Place
���
Dollars &
n'v[� Cents per LF
Unitl-10
o� dv
$ 3 $��oo�
O�
$s $ I�a�p a6
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PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
31
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PART 7
UNIT 1
Dollars &
Cents per SY
36 CY Rip-Rap, Per Detail
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Dollars &
�r� Cents per CY
33
Unit 1 - 11
40 LF Concrete Encasement
Dollars &
�iv Cents per LF
4�
$� $�S�'oO�U
4 �J
$ �D $3��/B ��
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$ 3D $�Q ° �
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UNIT 1
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUN'i
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
� TOTAL AMOUNT BID (UNIT 1)
(Forward Total to Page B-Summary)
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A BID MAY BE SUBMITTED ON EITHER UNIT 1 OR UriIT 2 OR UNIT 3
OR ALL UNITS AT THE CONTRACTOR'S OPTION
BIDDER MUST COMPLETE
DOCUMENT ON PAGES
Unit 1- 12 and B-Summary
It is understood and agreed by the undersigned that the Owner reserves the unrestricted
O privilege to reject any or all the foregoing unit prices in this paragraph which it may consider
excessive or unreasonable, or to accept any or all of them as unit prices applicable in the event
additions to or deduction from the work to be performed on this project are ordered by the
� Owner. Rejection at any time of such Unit Prices for Construction changes shall not otherwise
affect the balance of the Bid or Construction Contract. The selection of the lowest responsive
bid shall be based on the total amount bid.
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CITY APPROVED PRODUCT* FORM
* CONTRACTOR SHALL SELECT TYPE OF PIPE TO SE USED:
STANDARD SPEC. SPEC. NO.
E1-31 4" thru 30"
✓ E1-25 4" thru 15"
� E1-27 4" thru 15"
E1-28 18" thru 27"
E100-2 18" thru 48"
Consult the "City of Fort Worth, Texas Standard Product List" .
Failure to provide the information required above may result in rejection of bid as non-
responsive.
Only products or methods listed above will be allowed for use in this project. Any
substitution shall result in rejection of bid as non-responsive.
UNIT1-13
�
PART B - PROPOSAL
� Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved
Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this contract. The
attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract
� and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and
additional work caused thereby.
The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General
� Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the
requirements and conditions of those General Documents and the Specific Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors,
�"� or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as
Uprohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400.
(Complete A or B below, as applicable:)
� A. The principal place of business of our company is in the State of
D� Nonresident bidders in the State of , our principal place of business, are required to be percent
lower than resident bidders by state law. A copy of the statue is attached.
Nonresident bidders in the State of , our principal place of business, are not required to underbid resident
bidders.
DB. �The principal place of business of our company or our parent company or majority owner is in the State of Texas.
� This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the
Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project
construction, are subject to State sales taxes under house Bill 11, enacted August 15, 1992. The successful Bidder shall be
required to complete the attached Statement of Materials and Other Charges contractor at the time of executing the contract.
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The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract
within:
PART 7, Unit 1— Ninety (90) Calendar Days
after the beginning construction as set forth in the written order to be furnished by the Owner. This project is included in the
Administrative Order issued by the U.S. Environmental Protection Agency, and contract completion within the above stipulated
contract time will be strictly enforced.
I(we1 acknowledged receipt of the following addenda to the plans and specifications, all of the provisions and requirements of
which have been taken into consideration in preparation of the foregoing bid:
Addendum No. 1 (Initials)
Addendum No. 2 {Initials)
Addendum No. 3 (Initials)
Addendum No. 4 (Initials)
/,�J� f Res ectively submitt d,/�Z �� ���j �
�//i a m T �Sc�u �
C//G�f C �O/"7S� LrG!/O Y1
By: �� �-�., � ti�
Title: � �S -
Address: /�D �a�t' �Q3��,�� /�
�pi �G✓�i��j /ii �loJ ��
(SEAL)
�ate: �0 -/�-/-�'9
Telephone: �7/7 � %3 /�� 3
PART B - PROPOSAL
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PART B2 - PROPOSAL
U1�iIT 2 CONSTRUCTION
(This proposal must not be removed from this book of Contract Documents.}
TO: Bob Terrell
City Manager
Fort Worth, Texas
PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by
the City, equipment and labor for the installation of various sanitary sewer improvements,
including replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all
necessary appurtenances and incidental work to provide a complete and serviceable project
designated as:
Main 219
Drainage Area Sanitary Sewer System
Rehabilitation and Improvements
Part 7, Unit 2
� Project No. PS46-070460410090
. D.O.E. No. 2555
� The ma.jor work on this project shall consist of:
0 iINIT 2: 272 L.F. of 12" D.l.P open cut, 370 L.F. of 12" PVC open cut, 661 L.F.
of 8" PVC open cut, 15 L.F. of 6" PVC open cut, 9 Manhoies,
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and a11 necessary appurtenances and incidental work to provide a complete and serviceable
project.
Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly
examined the Contract Documents, including plans, special contract documents, and the General
Contract Documents and General Specifications for Water Department Projects, the site of the
projeet and understanding the amount of work to be done, and the prevailing conditions, hereby
proposes to do all the work, furnish a11 labor, equipment and material except as specified to be
furnished by the City, which is necessary to fully complete the work as provided in the Plans and
Contract Documents and subject to the inspection and approval of the Director of the Department
of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal
to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance
Bond, and such other bonds, if any, as may be required by the Contract Documents for the
performing and completing of the said work. Contractor proposes to do the work within the time
stated and for the following sums:
B2-1
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PART 7
UNIT Z
PAY
ITEM
1
2
3
APPROXIMATE DESCRIP'TION OF ITEMS WITH UNIT AMOUNT
QUANTITY BID PRICES WRITTEN IN WORDS PRiCE BID
272 LF
370 LF
:�"f��
12" D.I. Sewer Pipe, open cut
(All Depths)
,
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Dollars &
n-u> Cents per LF
* 12" PVC Sewer Pipe, open cut
(All Depths)
����,
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Dollars &
��> Cents per LF
*8" PVC Sewer Pipe, open cut
(All Depths)
�� ���
Dollars &
�-r� Cents per LF
Urilt 2 - 1
* Contractor must complete
City approved Product Form
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$ -�i9 °a $ /33a2� °
$ ,3�"��$/0?9�0��
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$ �3 `� $ �� ��y ° �
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PART 7
UNIT 2
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
4
G7
35 LF
189 LF
*6" PVC Sewer Pipe, open cut
(All Depths)
�.�'� _ ���
Dollars &
�c� Cents per LF
*4" PVC Sewer Service Pipe
;c�:c�-e�� q�r�
Dollars &
�'l.7 Cents per LF
6 50 LF 4" D.I. Sewer Service Pipe
.�
Dollars &
n'u� Cents per LF
Unit 2 - 2
* Contractor must complete
City approved product Form
$ �a �Q $ //� o � �
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$�� $ ` /� ��J
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$3c� $ /�a0
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PART 7
UNIT 2
PAY APPROXIMATE DESCRiPTION OF ITEMS WITH ITNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
7 31 EA 4" Service Tap on PVC Pipe
.�..w� X � �
Dollars &
�-�, � Cents per EA
8
0
1 TON
1311 LF
D.I.P. Fittings
���� �G���
�i� o� .�� Dollars &
n �� Cents per TON
Post Rehabilitation Television Inspection
��
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Dollars &
Cents per LF
Unit 2 - 3
d0 Q �
$ �S-� $ 77tS"d
�S�D�� SOD d �
$ $ �
$ ,� °� � $�3 ° �
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PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
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11
12
9 EA
25 VF
9 EA
48" Diameter Standard Sanitary Manhole,
0' — 6' Deep
r� ��aa�-,�rGLrtG
� � � Dollars &
n-�.�a Cents per EA
48" Diameter Standard Sanitary Manhole,
Additional Depth
�rzti��� V
�
Dollars &
Cents per VF
Vacumm Test Manhole
.�'� ����� ;�
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Dollars &
�� Cents per EA
Unit 2 - 4
$ /�ZO o 6 �$ /t� �'OD �' 0
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$ 9a o $ ��S`c���
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$ �So � $�� a G
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PART 7
IJNIT 2
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
13
14
15
9 EA
6 EA
9 EA
Watertight Manhole Insert
� ���
Doll�s &
�.� Cents per EA
Remove Existing Manhole
..O�c�' �u+m cv�.P d/
Dollars &
n�r� Cents per EA
Concrete Manhole Collar
Per Figure 121
.�:� ���� ,
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Dollars &
�,v Cents per EA
Unit 2 - 5
o v o �'
$ /Dd $ OD
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$ �pp $3600
�d aU
$,? Sd $��.�0
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UNIT 2
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH iJNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
16
2 EA
6" Service Tap on PVC Pipe
17
18
250 LF
i[I�y�
.�� �,-���
Doll�s &
n-vc.� Cents per EA
Concrete Curb and Gutter Replacement
��
Doll�s &
Cents per LF
Concrete Driveway Replacement
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Dollars &
�� Cents per SY
Unit 2 - 6
�� ��
$ 3�v $ �ov
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$ /9��$/7S� .
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$ �6 $ SD D ° U
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iJNIT 2
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
��
20
21
Dollars &
�� Cents per LF
Unit 2 - 7
10 SY
585 LF
Concrete Sidewalk Replacement
�� � � �
Doilars &
�-Uc> Cents per SY
Asphalt Pavement Repair
per Figure 4
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Dollars &
r�� Cents per LF
0
$ ys a $ y.�� �
od �G
$ -3� $ � �-r`��
291 LF Pre Construction Cleaning
And TV Inspection
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UNIT 2
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
22
23
20 LF
1311 LF
Concrete Encasement
�u�Z�_ ,.�..„ �
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Doil�s &
�r� Cents per LF
Trench Safety System
Greater than 5' Deep
�-�
Dollars &
�r�C.> Cents per LF
�
875 LF
Hydro Mulch Seeding
Complete in Place
.��.�_
Dollars &
m�� Cents per LF
Unit 2 - 8
o� Q�
$ �Sf $ �d Q
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$ 1 $ /3�/ �
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$ � $ ��'�S� °o
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PART 7
UNIT 2
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
22
23
20 LF
1311 LF
Concrete Encasement
��=�� �� �
Dollars &
�t,z Cents per LF
Trench Safety System
Greater than 5' Deep
�
Dollazs &
m�U Cents per LF
24
875 LF
Hydro Mulch Seeding
Complete in Place
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Dollars &
n-vt� Cents per LF
Unit 2 - 8
o� ��
$ �.S $ �D o
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$ 1 � /3// °�
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$ � $ ��'�S` °°
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40 LF Bermuda Grass Sodding
Complete-in-Place
PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT
ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID
25
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26
PART 7
iTNIT 2
Dollars &
Cents per LF
40 SY 6" Topsoil, Complete-in-Place
.
_�iC�i��'
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Dollaxs &
�� Cents per SY
27
26 VF Apply Protective Coating For Corrosion-
Protection, per DA-7, DA-12 and DA-13
..�-�� ��� �
x ' Dollars &
�J Cents per VF
Unit 2 - 9
$ v`�o� $��pc
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$ � $ ��� a
$ ��S` ° Q $ � 5"�?S�D � v
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ITEM QUANTITY
�
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Dollars &
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$ /� 90��0 �
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..���J a�� � �� G�
(In Writing)
PART 7
UNIT 2
DESCRIPTION OF ITEMS WITH UNIT AMOUNT
BID PRICES WRITTEN IN WORDS PRICE BID
Abandon Existing Manhole
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TOTAL AMOUNT BID (IJNIT 2)
(Forward Total to Page B-Summary)
� NOTE:
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BIDDER MUST COMPLETE
DOCUMENT ON PAGES
Unit 2 —10 and B-Suxnmary
It is understood and agreed by the undersigned that the Owner reserves the unrestricted
privilege to reject any or all the foregoing unit prices in this paragraph which it may consider
excessive or unreasonable, or to accept any or all of them as unit prices applicable in the event
additions to or deduction from the work to be performed on this project are ordered by the
Owner. Rejection at any time of such Unit Prices for Construction changes shall not otherwise
affect the balance of the Bid or Construction Contract. The selection of the lowest responsive
bid shall be based on the total amount bid.
A BID MAY BE SUBMITTED ON EITHER UNIT 1 OR UT1IT 2 OR U1VIT 3
OR ALL UNITS AT THE CONTRACTOR'S OPTION
Unit 2 - 10
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CITY APPROVED PRODUCT* FORM
* CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED:
STANDARD SPEC. SPEC. NO.
E1-31 4" thru 30"
� E1-25 4" thru 15"
E1-27 4" thru 15"
E1-28 18" thru 27"
E100-2 18" thru 48"
Consult the "City of Fort Worth, Texas Standard Product List" .
Failure to provide the informahon required above may result in rejection of bid as non-
responsive.
Only products or methods tisted above will be allowed for use in this project. Any
substitution shall result in rejection of bid as non-responsive.
UNIT 2 - 11
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PART B - PROPOSAL
Within ten (10) days after notification by the City, the undersigned wiil 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. 7he attached bid security in the
amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed
and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby.
The undersigned bidder certified that he has been fumished at least one set of the General Contract Documents and General
Specfications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the
requirements and condi�ons of those General Documents and the Speci�c Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or
employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by
the terms of City Ordinance tVa. 7278 as amended by City Ordinance No. 7400.
(Complete A or B below, as applicable:)
The principal place of business of our company is in the State of
A.
The principal place of business of our company or our parent company or majority owner is in the State of Texas.
Nonresident bidders in the State of , our principal place of business, are required to be percent lower than
resident bidders by state law. A_ copy of the statue is attached.
Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders.
B.
This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited
Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to
State sales taxes under house Bill 11, enacted August 15, 1992. 7he successful Bidder shall be required to complete the attached
Statement of Materiats and Other Charges contractor at the time of executing the contract
The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within:
PART 7, Unit 2— Seventy (70j Calendar Days
after the beginning construction as set forth in the written order to be furnished by the Owner. This project is included in the Administrative
Order issued by the U.S. Environmental Protection Agency, and contract completion within the above stipulated contract time will be strictly
enforced.
I(we) acknowledged receipt of the following addenda to the plans and specfications, all of the provisions and requirements of which have
been taken into consideration in preparation of the foregoing bid:
Addendum No. 1 (Initials)
Addendum No. 2 (Initials)
Addendum No. 3 (Initialsj
Addendum No. 4 (Initials)
(S E A L)
Date: /O'/5�-99
�� S R�espectively submitted,
(,�/�//��m TS�uI�{��c c��q
Ciif/! C. L'O.�s�/� t�� n
BY� ��..�er�n � � �`�
TiUe: ��1
Address: �� �� �O ,� � �
% 6r �G�.�or f�i � ��' �G/ ��6
Telephone: !�`� � �3 ���' j
PART B - PROPOSAL
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C1-1.1
C1-'_.2
C=-:.3
C1-1.4
C1-1.5
Ci-'_.£
c:1-1.7
CI-1.8
C1-1.9
C1-I.IO
�1-1.11
C1-i.12
C1-I.13
C1-1.14
�1-I.15
ci-i.is
«_i.��
C1-i.18
G1-1.19
C1-1.20
�I-I.21
C1-I.22
C1-T.23
c�-�.�s
�I-'_.25
C1-1.25
G1-1.27
C1-I.28
C1-1.29
C1-1.30
C1-1.31
C1-1.32
C2-2
C2-2.1
C2-2.2
�2-2.3
�2-?.4
C2-2.5
C2-2.6
p�RT C - GENERAL CONOITICNS
TABLE OF CONTENTS
NOVEMBER, 1� I987
TA3L� OF CONTENTS
DE�:ViTiONS
pe`in::icn c� Te:;ns
Cont:a�_ Dccuments
Nctic� to Bidders
proocsa:
Bidce:
Ge^?:a'_ Ccr.ditions
S�ecia� Conditions
Saecifications
Bcnd
Contrac� -
P:a^s
City
City �ouncii
Mayor
City Manage�
�ity At�arzey
Director o� Publie !sflrks
Director, City wate= Departa�ent
Engiaeer
Gontractor
Suteties
Tne Wark or Project
�wcrking Day
Ca:enda: Day
Lzca1 Ho:.i�ay
A�breviatior�s
Change Orde:
Paved S��eets and l��Ieys
Ungaved St: eets and �►lleys
City S�:eets
Roadway
Gravel Street
I�;;'��?R�'"�TION AND PR�PARATION
OF PR�POS�+L
P: oocsa? Form
Inte:�:etation of Quantities
Examination of Contract Dacuments
d� 1 G� 5 i.'� �
S�bmicting of Propcsal . ..
Re;ec�ion of P:oQosals�
Bid Secu.-i�y
(1)
C1-1
c�-�
C1-�
C1-?
CL-i
C1-I
Ci-?
C1-I
C' -1
Ci_i
C1-1
C1-_
C1-i
C1-1
CI-1
C1-1
c? -i
C1_,
C1-I
C1-1
C1-1
CI-1
C1-I
CI-1
c� -�
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C1-1
C? -2
Ci-1
C1-I
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C2-2 (1)
C2-? t1?
C2-? (2)
C�-2 c3)
C2-2 c3)
C2-2 (3)
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CZ-2.7 Ce?ive:y ac P:ocvsal . C2-2 (4)
C2-2.8 Withd:a•�ing P:oacsa?s C3-Z (�)
C�-2.9 Tele;-a�hic Mcd:`ication of P:oovsa2s C2-Z t4)
C2-Z.10 P�sblic Cce:.ing oL P=�Qosal C2-2 (4)
C2-2.11 Irce7ula: Pzvgcsa_s C2-2 (�)
C2-2.i2 O�sC�sa�i:ica�ion o� Bid�ers 'CZ-2 (5)
C3-3
C3-3.I
C3-3.2
C3-3.3
C3-3.4
C3-? .5
C3-3.6
C3-3.7
C3-3.8
C3-3.9
C3-3.I0
C3-3.11
C3-3.12
C3-3.13
C3-3.14
C3-3.i5
AMn�� A?�J :n�...0 i�vN Cr LCC'.�r'!�.�ITS
Ccns:c-t�=i`_LQ('i c` Propcsals
M1„CCl:,f �t15=.^,Z55 �.;�?'L715�
�I/C�r(^1'3:i-V41�".0.". BLi�_.i?S� +�..::t`.��?ii5?
COc�1C � l 31C?
E��aI c�o�cy�er�t P:ovisions
W::;1G== 3'�3_ C ° t'�: �DCSd�S
A•�+a� a c� C�r.trac�
Return oF P:000sa! Securities
Hcnds
Executicn of Cantract
Failure to Execst$ Cant=ac:
Seg i:�ning kctk
Znsuranc�
Cantractar's Obligations
weekly Payrall
Ccnt_actor's Contract Administration
Venue
C4-4 SCQP� aF WOR:�
C4-4.i Zntant o� Cont�act Docutnents
C4-4.2 Saecia? Provisicns
C4-4.3 Increased or Decreased Quantities
C4-4.4 A'_t?ration ef Cantract Dec�.tments
C4-4.5 Extra 5vcrk
C�-4.5 Sc:�edu1� ci Cce�a=icns
C4-4.7 P=�g:es� Sc:^.e�u:?s for �+7a��: and
' Sewe� Piant r^aci3i�ies
C5-5 - CON:'?�CL Oe' �vORR A�ID IK.�,TE3:.ALS
CS-5.1 Authority c� Eag:naer
C�-5.2 Con_o:mity w:t;'� P:ans •
C5-5.3 Coor3inatior� o: C�ntract Documeats
C5-5_,4 Ccoce�a=ien o: Co�t:ac_cr
CS-5.5 E�e=g�.^.cy and/or Recti:ication Wo:k
CS-S.b Field Qc�ice
CS-5.7 Cons�ruction S�akes
CS-5.� A.:'`:��ri�y anc Du�ies e� Inspectors
CS-5.9 I^spec�icn
�5-5.10 R=�cvai o� De`ective and Unautherized
CS-5.1? Su�sti_ute Ma��:ia1s or Equioment
CS-5.12 Sa�ples a�� T�s�s of Materials
CS-5.13 S�o�age o� �!at�*ia's
CS-5.14 Ex:sting Struc_:s:es an� EJtilities
CS-S.IS Inter:up�ion o� Service
CS-5.15 Mu�ua'_ R�s;cr.sibili�y o� Ccn�ractors
C5-5.17 C1e�n��
CS-5.18 c ina? I:,s�ection
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C3-3
C3-3
C3-3
C3-3
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C3-3
C3-3
C3-3
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CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
CS-5
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CS-S
Work CS-5
CS-5
CS-5
CS-�
CS-S
CS-5
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C6-6.b
C'o-5.7
C5-b.8
Cb-6.9
Cb-6.? �
c6-s.ii
C6-6_12
C6-6.I3
CS-5.14
C6-6.I5
C5-5.1b
C6-5.17
C6-6.18
C5-b.19
C6-6.20
C5-b.21
C7-7
C7-7.1
C7-7.2
C7-7.3
C7-7.�
C7-7.�
C7-7.5
C7-7.7
C7-7.8
C7-7.9
C7-7.10
C7-7.11
C��.12
C?-7.13
C7-i.14
C7-7.15
C7-7.16
C7-7.17
C8-8
ca-a.�
C8-8.2
L�GAL R::LA � I0�5 A"t0 PUSLZC RESPONSIBILITY
Law� to be Gbse:ved
p?:cnits and Licenses
p3�ente�? O�vices, Mate:ials and Pzocesses
Sa1i_3r;� P:ovisicns
Pubiic Sa`_�_y and Convenience
privi?�y�s o� Contractoc in Stzeets,
A�Ieys, and R�ght-oE-Way
Rai�•ja•� Cressings
Ba��i_a�es, Wa_n�ngs a.�� Watchmen
Use cr Ex?:esives, Droo Weight, etc.
Work W;:`�tn Ea�e:�ents
Zndao�ncen� C:.at:�ct�c
Contractor's Resoonsi�i?i�y for
Damag� Claims
Contractar's C?aim for Damages
Adjus�:nent .o� Reloca�ion or Public .
Utilities, e=c.
Temcora�v Sewe= �tain Connections
Arrangement and Ch3rges of Water
Furnished by City
Use oL 3 Saction of ?ortion o� the Work
Ccnt_a�tar's Res�ons�bili�j for wozk
Na Waiv�� a� Legal Rights
personal. Liability oL Public OLzicials
S�ate Sa?es Tax .
PQOScCliTION AND PA�GRESS
Subletting
Assignment oE Contract
P:esecu�icn of the Work
j,IZ1:�3=�Cr5 O� CC?L3��Ct'IS
Cha�ac'��r oF +�iork:,iaz and Eguipment
Work Scze�u'e
Time of Commenc�men� and Campletion
Ext�nsion of time of Completion
Delays .
Time oi Completion
Sus�ension by �outt Order
T�moora: y Suspe.^.s ion
Te;;nina�icn o� Conttact due to
Na'_ional E:ne:gency
Suspension of A�andonment of the
wcc�c a.^.� A^nulment af Conttact
cu_�iLL�nen� o� Cont�act
Tecmina�i�n foc Convenience aE the Onwer
Sa`e�y ue�nocs and P:actices
M���UR�M�vT A�0 PaY;�4�NT ..
Measure�nent oE Quantities
(j^ i � PC 1C?S
(3)
C6-6 (1)
C6-6 tl)
C5-o (I)
�5-6 (2>
C5-6 (2)
C�-6 (3)
C�-6 (�)
C5-5 (�)
CS-6 (�)
C6-6 (o)
C5-o (8)
C5-fi t8)
Cs-6 t10)
C5-fi { i0 }
Cb-� ( �0 )
G6-fi (11)
C5-6 (ZI)
C5-� (I� )
C5-� t12)
C5-b ti2)
C5-� (IZ)
C7-7
C r -7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C? -7
Ci-i
C'l -7
C7-7
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C7-7 (7)
C�-7 (7)
C7-7 ( 9 )'
Ci-7 t10)
Ci-7 (13)
CS-8 (1)
ca-s ci�
CS-8.3
C8-A.�
CS-8.5
CS-8.6
CS-8.7
�8-8.8
C3-8.9
C8-8.10
C8-B.Ii
C8-8.12
CS-8.13
�
c
LumQ Sum '
Scape of Payraent
Partial Estimatzs and Retainage
Withholdiag Payment
Fina2 �cceptance
?inal Pay:�ent
Adquacy of Design
Gzneral Guaranty
Subs idiary Woric
Kisc�Ilaaeous Plac�men� of Materia'_
Reccrd Cocuments _
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CS-8 tl)
C8-8 �ll
CS-S t�)
CS-S �3}
GS-8 (3)
C8-8 ( 3 )
C8-S (�)
C8-8 t�)
C8-8 (�i
CS-8 (5)
C8-S i5)
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P?+RT C - GENER.�:. CGNDI'rIONS
C1-1 D£FINLTIONS
SzCTZON CZ-1 DEcZN:Ti�JNS
LII
��
�
C1-1.I D�c I*7�'"IONS C, T���+S : Wheneve: in tzes� �ontrac�
Decumeats t:�P z"o? 1cw:^g t�..;�s ar pror.eur.� ia p_ace e= them a=e
used, the inten� a:�d m�aaing shail be �zn�e:��ocd a:�3
interpreted as follovs:
C1-1.2 CONT3aCT DCCU?•!�'�'"S: The C�ntract Documents a:? aIl of
the w_ic�en and draWn cocu.aents, suc:� as s�eci=icatiens,
bonds, addenda, plans, etc., which govern the te::as and
perforiaanc� eL the cantract. T�ese are con�a�aed in th�
General Cantzact Document� and the Sre:ia? Cont�act Lcc�zmea�s.
�
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a. GE*icRAL CGN'�R�CT DCC'JM :y'�S: T:�e Genera? Cca�zact
Documents gove:a a_I Water Depa:tmen� P_e3ects and
inciude the fal?owing ite�as:
pA�'^ A- NoTZCE 2J B�DBERS iSample)
p�T B - PROPOSAL tSampZe)
PART C- GE�IE:�L CDNDITZONS tCITY)
(DeveZoQer3
.PART D - SPECIAL CONDZTIONS
P�►RT E - SPE�Zr^ZC.�TIONS
PERMiTS/E�Sc.'�! ::]TS
pART F - BONDS
PART G - CONTRaCT
(Sa.�p2e1
(Sam�Ie)
Whitz
Whi �z
Canar� YeZlcw
B r own
Gr:en
EI-i�hita
c.2-Goid�n Rod
E2�-�7hi ��
Bitle
wr.ica
White
b. SP£CZ�L CON'"RaCT OOCUMEYTS: T*�e Special Cont.act
Documents are prepa:ed for each specific project as
a supple��nent to the General Contract Documents and
-- include the falloving items:
p�RT � - NO':ICE TO B�DDE.RS
a5ove
P��T B - P.ROPCS�L (Bidl
PART C- G �v�R�i. CONDITIONS
PART D - SPECIai, COND_TZONS
PA:2T E - 5?E�iFICA':'IdNS
P �R:lITS/E�IS c'�t��^'S
PART F - flON�S
PART G - CON"'R:�CT
(Adve: �152::12(lt) Sa:�e as
PaRT H- P�A�S (Jsua11� bound separa�e:v}
C1-1 cl)
Ci-1.3 �C�ICE TO H�^uD�RS. A?1 0� the legal p�sbiica_i�ns
eitn�r ac�uaLiy pubiis;��� in p��:ic aCv�:tis_ng med_u,:.s o_
flS:(115i��.: G=:i?C� �.O l:l�?C35.`.?� Od���?S C��`�.3�.^.�:"1C1 t0 Lil? WC��C
��_-,i � �:� , �- ��= C = C• '1 ` ,^, " �„ � t� �
CG�� �3_ L.^.0 _� �:. Cl� 3-�iCC :�t2:1_5 CO 5�1� _ S ..
no�ice t� bi��A:s.
C? -1.4 P�C?�5.��. T:^.e ccmo�et�d :+-i���.^, azd s_gne3 e_`��: e�
C?(:C2i C� 3 b�C:C?= L7 D?==0:.i1 �}':e Wd�}C Tii[11C:1 �^� flW'12'� G�?Si�?3
t0 'fid'l? �^v�l?� CCC'j?_^?: W1�iZ t�e �i1� S�C'1:1ti� CCi15.`_1�.�2�?5 �^•3
FC�CCSa.., w:,_�:'i G?=�m�5 C_a�,Zg u^Ccl t.^.? 3..Cd?: w;:?.^. 1_ =S
Q�: 1 C i 3 i� V i�C? _'l�'a 5; t:�= O�+ne� � �;d5 �Z�:1 �'il:tiJ�_ 1Ci� COe.^.��. d:1G�
read and not rejected by the Owner.
C1-1.5 BZ�DER: �ny persaa, pe:sons, fiza, pa=�ne:sh:o,
co�npany, association, cor�craLion, acting dir�ctly or thraugh
a duly autho:iz�d represea�ative, submit�ing a p_apcsa� io:
p�_for;ning the work cont�mn?at�3 under the Cont�ac: DvcumeZts,
constitutes a bidder.
CI-1.5 G_�IE��L CONDZT.ONS: The General C�ndiLicns ar= tae
usual cnnstructian and cantract zequire:aents Which gcve:r. t:Ze
performance of th� werk so that it w:ll be ca�ried an in
accordanc� with thP c�sstama:y procedure, the Iocal s�a�lie5,
and requir�ments of the City a: Fort Worth's cha�ter and
promulgate3 erdinanc�s.
Y�ti2e�nVSi t}1?:� �Zid'�7 �� d COi1L�IC� be�WQa."i �Cla Caz:18=3�
Condition5 azd S�ecial Conditions, the Iatt�r shall ta'c=
or?�edenc� az3 sha_; gcverZ. .
�I-�.7 S��Ci��. C��IJ�TiO�iS: Special canditior.s ara t:�e
s_:ecitic r�qui�amen�s wnich a=a necessa:y for the pa:tic�s:ar
prejec� ceve:e� by the Cont:ac� Documents and not specitically
covarac in the General Conditiozs. W:�sn cansi3erad wit:� the
vener3l Ceaditions and other ele:nea�s of the Coni:rac:.
Dvcuments they provide the info:ua�ion Which the CQntracto:
and �wne- s'�cul-� haJe i:^� orde: to ga:n a t'�o:augh knowle�?g? c`
the projec�.
�1-1.8 SPLCi�iCa�IONS: T`�e SQecifications is that sectien oz
oa:t o= the Can�_ac� Occur.,ents w�tich sets f�rt� iz de=ail tn�
re�ui:ez�:�ts w�ich mus� be met by a11 ma=erials, con�truction,
W�;'c:�anship, e�u�pmen� and s?rvices in order to re:sd_: a
como' ete� azd usa�u= o.oject. W�721�2v?= re`e=enc� is made to
standa:d s�,ec:Eic3_ior.s, r�gula�icns, requirenents, s�atu�es,
e_�., such r�:e:�ed to �ocumen�s sha?1 beceme a oayt o: the
Can trac � Docu;�e:, �s i��s _ as though .they were e::bod i��? t;�e_ ein .
C1-? .9 BC?�D: T5e hcnd cr hond� ace the w'it�en gua_a.^.t�e c:
5?C'1i�:.� i'1::1:5�1?C: bY �fl? �01.''.C3�-`�.`J: :C: �il? D�ORI'�J� 3:7G�
CZ-1 �Z)
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LJ
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f '�,
`aith`ul pe:fo:.�ance e` the cor.t:act and izclu�� t�e
r � _�
►`i_: .�•. , .
a. Perfor.-anc� Bond
b. P3yme:�_ Bcn� (see
c. Mainte^anc� Bcr.d
G�. l�i QQ053: C� B='�
to Bi�ce;s, Pa:t
� Sc�� F'i3'd^y CdCi1
para5:aph
i52� pa~ac�ap`�
52C11L 1 �'; � 52_
A a;,d C�-2 . 6 )
C3 -3 . 7a)
C3-3 . 7c)
C3 -3 . 7b)
S_ZC13i I:15��UG=ICGS
C�-1.I0 C�:�'�'"�AC'". ':`:e Con�ract is t�e f�:�a: signed aq'��:�e^..
� be_wee:� the Owne- a1d tne Contra_to: cove: iay^ t;�e m�tual
under.standing of the t••+o contracting pa:ties a�out t:�e pro�ect
to he c�mpLeLed unde: the C�n�ract Docsmen�s.
l �!
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C1-1. 11 P�a�S: The plazs a: e the dr3'�If1CS or re�rc�uctions
the:e:rom made by t:1e Cwr.ez's r�pr�seata�i•�e showing ia detail
the loca�ion, d:aersion and pcsi�ion of t5e va:io�ss ele�e.^.ts
of the project, including such profiles, ty�.ica1
c=oss-sec�1O[15r Iayout diagrams, working drawings, pre? imina:y
3:avings and such suoolemeatal d:awings as the Cwner may iss�e
to clarify other dra�ings or fot t�e pu:�os� of showing
e�anges in th� wczk hereinarter authorized by the OWner. The
pians are us�sally bou�d sepa:a�ely from other parts of the
CoRtract Documents, but they are a par� o: th� Cantract
Oocumonts just as though they vere beund therein.
Ci-1.I2 CITY: The City of Fort �iorth, Texas, a a�unicipal
�acoaration, authorized and charte:ed under the Texas 5tate
Sta�ut�s, acti�g by ar.d tnrcuc`� i_s qcver��ng body or i�s CiLy
Mange�, each o� v�ic`� is required by cha�ter to p��fo:�
soeci:ic du�ies. R�sponsibility for final enforce:nen� o�
Contracts invol��ring th� City of Fort wor�n is by �harter
v�sted in the City Maaager. The ter�s City and Owne: are
synanymcus.
C1-1 . 1 3 C ITY COUNCIL,: The duly eiecte : and quali f ied
gov�-:nin.; bod; o: the Clty oE For� worth, Texas.
C1-I.14 M�YO�: The o.`ficially elected Mayor, or in his
a�se.^.ce, the Mayar Pro te:� o� the City of Fort ko:th, T�xas.
C1-1.I5 GiTY !�a'�aGER: T`�e oEficially apccir.�ed and authorize�'
�ity �!3z�g?r o: tne City c: Fo:� *orth, Texas, or his duly
autho-ized representative.
C? -1 .I6 CITY A'"�OP.V=`.': The o`Ficially a?oo:nted City A=tocney
o: tne City o� co:t s��:�`�, Texas, or his duly au�ho:i�ed
t2?C2�2'ltative.
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C1-1.17 �:r��CTCR C= e�UHViC WCRSS T,`t� duly a :
� C , ' • �CG ;1 t?� � �= l:. 13?
cc ��� L•y o= Fc� = r;,r�;z, re�e: red to in tne Cna. t�. as �he
Ci y �ny:nee;, c� F_� d�:� authcriz�� :��resen�ative.
CI-1.:8 Di�_CTO�, CITy '�ia��R D�?a�TM.:Y'^• The du'y a;oo_.^.t�d
Dir�c_cr c: tZ� Ci •� +�ia_�� De�a:tan?nt oc t�e Cit., c_ 'ro_t
Wt� � C�1 � �.'?Xd5 � C:` 7::5 C1:� �'1�!10� lt?� L?� C�S ='1�3_�`7? �
d551SL3�'1�� Oi dC�.^.=5.
C? -I . I9 =VG:N�_�. The C_-�ctoc oF Pub? ic warks t:�e _-�c
� � � , C _ _JC
Qi C''lc� cJ: t riOL�Cl C1CV Gldt?: i}eJd: �iT1ZD�� Q� C��?1� (�'11 �
a�thorized assis�an_s, ag�nts, enginee�s, inspectors, or
suQerintendents, acting w:thi:z the scope oi tne pa=ticular
duti�s �ntrus�ed to thz:n.
C1-1.2� CON'^RaCTOR: The pe�scn, ce:sons, oa=tnership,
comoany, fi��n, a�secia�ion, or corpera�ion, eate:ing iato a
cont:act with the Owae: �e: t:�e ex:cution of t�e work, acting
directly or throug:� a duly a�s�hazized rep�es�atative. A
sub-cartractor is a person, fir:n, corpvration�., er ot:�e_s under
cont:act with t;�e principa? con�ractor, suoplying Iabor a.zd
mat�ria?s or only labor, foz wcrk a� the si�e a� the pr�je��.
C1-I,21 SURETI�S: The CarporatP bodies which are bound by
such bonds a�e require3 With and for the Contrac�or. The
sureties engaged are to be fully zesgvnsible far the entir=
a�d sa�is�act�ry ful�iilmeat o£ the Cantzac� and f or a^y and
aLI requirements as set fo: �h iz the Contrac� Docunen�s a.zd
apor�ved changes t:�e_a:^.
Ci-1.22 T:�� wC�� C� F:�QJ?CT: T�e comg_�ted wark ccn��mp+ated
i�z an� c�vered by tze Contract �ocu,�nen�s, including but not
1 im i t�d to the f u= nish:�q oi a:.l Iabcr, ma�erials, tools,
e���i�me:�t, and incid�n �a? s necQssary tv p: aduc� a comp? �ted
an� servic�a;ie prcjec�.
CI-�.23 wOR�ING DA": A vorking day is de°ined as a ca_enda=
ca;!���.,� including Sa�1_'�3;as, Sur.days, and Iegal ho:idays, in
which the weathe; o: other cond�_ier:s not unde. the contre� or
the Contrac�o: pe_mi�-. tne .oerfQ�a� :� �-�rir}cipal unit oF
wort foc a p�:io� c` not l�ss than sev_n (7) hcs^� he`.we�n
7:00 a.m, an� 6:O�J o.m., witn exce��ions as pe��itted ia
oa_ag:aph Ci-7.b.
CI-I.24 CA�=V�AR �A�S. A cale.^.�a: day is a^y day o` �t;e we�'c
o� mcnth, no days being ex�e?t�c.
CI-? .25 L'cG�:. �:QLI��YS: Legal hoiidays s;�;a11 �e obs�rved as
prescrL�e� by �ne C_t.• Ceuncil o` the City a� Fort worth fc�r
oo�e:va^c� hy City e^g'_oyees as follo�s:
CI-1 (4)
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Nzw Y�a:'s Da� January I
M. L. King, Jr. Bi:t;�day T�ird Ho�day in Jazuary
Memc� ial Da�� Last Monda, iz Ma�?
Izde�endence Day Ju?Y �
Labc� Day First Mcnday in Sept�.^�:e:
Thanks4 iv:zg Da�� Fourth Thu_ sda�� ia *icvsmber
Thank�g:vizg c'_iday Pour�h Frida�, in Ncvembe.
�h: is::nas Oa�� December 25
Suc'� athe= :3a.�s iz lieu c°
hol i�3ays as the City Counci'_
may �eter�ine
W:�en one of the abeve na;aed holidays or a s��cia'_ hvliday is
, declaz�d by the City C�uncil, falls on Saturday, the haiiday
shall be ebse�ved on thr pracadizg �'riday or if it falls on
Sunday, it sha? I be ocs�rve� en t;�e fol3ow:zq Monday, by those
e�ploy�es working v� wot�ing day opera�ions. E:npZoyees
�or;�ing calendar day eoerations will consider the cal=�dar
hoZi3ay as the holiday.
C1-i.2b A�BREVI�►TiONS: Wherever the abbraviations defined
hsrein ap�ear in Contract Decuments, the iatea� and_meaning
shali be as fallows:
?�SH'r0 - Az�zican Association oi MGD - Millian �aiso��� __�
State Highway Transporta}ion Day
' �ffici�Is
�,;�g - A:.iaTica� Scciety af Civil CFS - Cubic Poot per
�ng:r.aer� Second
LAW - Z:. Acco�3�nca With �in. _ Minimum
�,�Tri - �erican Society of Mono.- Monolithic
Testin� Mat�tials $ _ Per�on�um
p,r��l� - A:�e= ican �ia �s � Wcr'�cs R - Radius
Association
ASA - American S�an33r3s Associ3tion I-D• -�ZaDide Dou�side
gI - Hydraulic Institute
�� Dia;ne�"�..�r
Elev.- Elevation
. Asph. - As�ha:t F - Fahrer.hei:.
?�ve. - Aver:ue � - Centigrade
Blvd. - Bou1?va:3 In. - Inch ,
CI - Cast Iron - goot
CL - Centec Line et. _
GL - St. Street
�a1V3�lized Sron CY - C��ic Ya'3
Lin. - Lizea� or Lineal Y�. - Ya:3
1b. - Paund 5.. - ��;ua: e Y3rd
MH - ManhoLe . •
�1ax. - Maxi:n�m L,F. - L�nesr Foot
p,I, - Duc:.ile I:�n
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C1-? .27 CHa�G.. 0��=�. A"C�aag� O:Cs;" is a v=itten
S::D�IemenCd► ay .'?e:�ez _ be�'�??Z Crl� C`�1:7?� dC1G� Cf7? CCt'1 =: dGCO�
c�ve: ing some adde3 0: de�::c`e� ite:n or feature w?:ich may be
found nzc�ssa.y a.^.� w�:c'� wa; nct s�e�i�ically included in t;�e
s�oQe ec the otoj?c� en Wzich bi�s wsre subm:tted. incr�ase
in uni� quaazti�ies s�a��d in the gr000sa? a:e nct t�Ze �:bje=t
;�at�er o� a C'�az�� 0_:�: un,�ss the izc_eas� or d_c_�=s? is
mor� t�an 2�� oi t�s a,;�cunt c� t:Ze partic�iac i:e:n o: i__:�s i;t
the origina' procosal.
All 'Chazg? Or��=s' s^a_� be p:e�a_e� by tae City from
informa�ioa a� neczssa�y furzis5ec by the Contractor.
CI-1. 28 PAV�D 5'"�?�TS A;tB �LL�YS : A paved stree � or all�y
shall be de:ined as a s�ree� or all.ey having one of t:��
follewing ty�es e= wearing surfaces apolied ove: the natuza:
uniiaproved sur:ace:
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3.
5.
Any type of asphaltic concrete with or without
seflara__ basa ma��ria:.
Any tvc= o� asp�al� surface tr4a_mezt, no�
including an eiled su��ace, with or witY�o�t
�evara�e basa matzrial.
Brick, W��:� or without s�parate base materiaZ.
Concr�te, with or without separate base material.
Any cc�nbization oF the above.
CI-I.24 IIN?�v�D S^�, :'�S CR �LL�YS; An �ncaved st:�et, alleg,
rvad•�ay c: ct;��: s�,:_ =a�z is any area exceQt those de� ined
abov2 fo� "�ave� Scr_s�s a.�d �_�e•,�s.'
CI-1.30 CITY ST�__'^S: A citv stTz�� is defiaed as that a:e3
betwee:� the rignt-a�-�ay Iizes as t:�e stree� is d�dicated.
C1-Z.�1 R�A�W�Y:
para:lel lines tuo
(d') f�e� back af
exis'�s.
T:ze r�:.ad��a�J is de. in�d as the ar�a bet•�een
(2') feet back of the curb lines or four
t`se a�l�;age edge o� pavemezt xhere no curb
Ci-1.32 GRAV�L STR��T: A g_3vel str�et is any unpav�d s�reet
La w�:ich has be=n ac�e� ec:e cr mo�e appaications af gravel or
s imi lar cna ter ial c_he= t;zaa t�z na�ura'_ mate� ia? foun� on the
stree:. su: face be�:.�a a^y i��:ove:ne.^.t was made.
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Sc'.C�LON C - G�V��:�i Cv:`7^u�Ti�NS
C2-2 IV i'_R?R�T�ITION A:tD
P��z��R�Ti�7N C: PR�POS��
S�CTivN C2-2 IV'"=�?R?'"a':'iGN AVp pq�?�,?.a; .CN Qc' PRCPCc.�:,.
� C2-2.1 P�oP'JSaL FCRu: -2`�e Cw^.e= �_?i cu-zis:� bi���_s'v__h
pccQcsa'_ Eor:n, w;�i^:^. w� i 1 conta�a an i=e�� zed Iis� cr th�
items oF wcrk to be done ar ma�erials to be fu:nished a�d uocn
whic:� b_� p: ices a:a r��ues=e?. T`.:e P:ogesa: fo=:n wilL s=a_e
� tf1Z B:G�Q?: �S C1'?:1?C3Z 11i1G�?L��`.31L�1�7C1 CL tti7e PiOjZCC. t0 be
• compie�ed, provide a s�ace for furnishing the amount o:: b�d
security, and s;.ate the basis f�r enteriag intfl a for,�a?
contract. The Owner will furnish forms for the Bi�d�:'s
"cx�erience ReCO:Cai� � *L�lli�men� SCi2eG�Ll� ��' and �r 1Cid:ICld?
� Sta��ment," a,I of Whic:� must be prooerly exacu��d and fi:.�d
with the Director o� the City Wat,r Depart:�en� ene we�k vricr �
� to the hour foz coen=na of bids.
T'�e financial s�ate�en} recui:�� s:�a?1 have bepn Dr?Dd=e� by
� an independeat cerLiL�ed public ac�onn_ant o: az inde�endea�
public accoun�an� holdiag a va�id permit issued by an
apgrepriatz sta�e Iic�nsing agen_y, and sha11 have been s�
� precared as to reflect Lhe current financial status. This �_
statement n�ust be cur: e:�t and not more than ene (1) yaar old.
Zn the case that a bidding date falls within the time a aew
. s:.a_smeat is being preoa-ed, the previo�s s�a_sment s:Za:I be
0 uodated by prope: ver if ication. Liquid assers in t:�e anoun�
of ten (I03) perc�n� c.` tae es�:mated pro�ect cos� wi21 be
requi:_�.
�li For an ex�erience record to be conside:ed to be acceptab?e for
a qiven project, it cnust reflect the ex�e:ience oL the firm
� se�king qualif ication in wcrk cP both the sa�e natuze a.zd
magnitude as that ef the project for vhich bids are to be
received, aad such experie:�ce must have been on p=ojects
� comoleted no� mo_e thaz five (5) years p:ioc to tye dat� or.
w�ich are =o be rece:ved. T;�e Director of the Wa`.e:
�- , de�a; �m�nt s;�al'_ be sole judge as to t:�e a�cep ta'� i 1 i ty o f
ex�e:ience for qua?i�ication to bid on aay Fort worth water
, � De�art:�ent projec�.
The prospec�ive bid��r s5a11 schedu'e the equiomen= he has
availa'�le for the p.cject and state t;�at he wi11 rent suc�
Q a33icional equipmen� as may be requi:ed to com��ete the
project on which he su5m:�s a bid.
� C2-2.2 INTcRPR_T�'"ION OF QUAN'^ITIcS: The quan�ities o_` Work
and ma_�=iaLs to be fucnishec as may be 1is_ed in t�e o:oQosal
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C2-2(1)
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`ot.�ss o: Ct�er Qa: t.s C° ta� CC^�:ac= Ovcu.;ze"ts wili h?
CORSL'�?�?d d5 d�7D:OXIZt3_� C'1? v d1.'�. �11Z b? t15�� fOr �`.�'IZ
C'.:t�CS? O� CCR1Gd:l.^.y^ D1C�.S 0+1 d'1^1iC0�:1 �)d5:5. �3'✓�=^.� ���L �J?
Rd.'�.? tO `.i,2 t:On�rac�O� fC� C[li`� C.^,2 3C�1:3� C'..3,...1�1?3 O_ +����C
Q?�LOr;Zle.� Oi R1dC�=:3i5 i'1:R1.�i1�'� 1C1 5=�1C�`,. 3CCOC��37C� `r1.`.:1 t,Ze
CCl2���C_ DCC'3i1�:2�5 d.^.� ?�3:15. 'i`1? C'SZ.^._ltl?5 O: S�iC.'K t0 b?
p?_ �o_re� azd ma_�. iai.s t� be Pu:z_;he� ma�� b� i:�cra�>>� e_
c�c:eas�3 as h`:��na`�eY p:ovi�=�, withou� in any wa�
2.'SV3�:�3�1:1CJ t:2� tl:ii� P::C'�5 �i� C: Z��J C�i.�� L��'1::�!SlZ.^.�� Ci
the Con �� act Dccume.^. �s .
C2-2. 3 EXA:�IN.�+:'IG'1 C� CGN:'R�CT DCC�','�1=:J:'S A�tD 5=T : Cc P�OJ�CT:
Sidders are advised t�a� tz= Contract Dacumen�s on fi�� wi�h
the Owne= s`�a11 constitute all oi the in�orma�ion Wh:c:� t::e
owner wi11. furnis:�. AII addi�ional inLormation and d3_a whic^
the owne� will ss�pi y a•_`ter prcmulgaticn o= tze fo��a-�
contract dacuments shall be issued in the f��:� o= w=ittea
addezda aad sha.i hecarae pa:t o` the Contrac� Doc��:,tents jus�
as tRo�gh suc?� adden�a were actua?Iy written into th� original
Car.�ract Documents.
Bi�ders ar e r�qui�ea, prior to t�e filing of proocsal, tc rzad
ane become famiiia� with tZe Contrac:. Dacumeats, to vis�� t?:e
site o� the pro�ec� and examine carefully aI? loca?
conditions, to inform themselves by their own ind�penden;
zesearch and iavestir�ations, t�sts, boring, ar.d by such othe:
meaas as may be aec�ssazy to qain a comolst� knowledge o`_ tha
conditions w!�ic: w�II be ezcount��ed du:inc the c�ns:.�uc�ien
c` t;�e g:cject. They m�sst judge fer tnems�:vas t::�
L=:�LLCLI'_t2�S C� C:lc WO:� di�j d__ d��?.^.�.�.1:.C1 C::C�.::S15=3:7�?3
a�=�:_ing t:Ze cos� oE dcizg the werk c: th� ti::�e require.�. for
i t; con: °-e �i�n, an� chtain aIl in�or�zatian re�ui: _d to ma:c= aa
in�e2ligent propcsai. No i:�for�a�ion givez by the Ow-:�: or
any representa�ive o� �he Owaer ot�^�e: than tna� conta:ned in
th� Con��ac� Doc�i.�nent� and o�Licially promulgated a�denda
ther�to, shall be binding upon t�e Cwaer. Bidders shall rely
exclusively and solely upon their own estimates,
1C1V�S.�.1C�3�1OC1� :?S�d:Ctl� t?S�'.5� ?X�1CTd�10�.5� d':� C"73� G�a�d
Hh1C31 d:Z �leCZ553=V ECi i11� d1C� COfRD�?`�.? 1'li0iRI3�lOt1 11JQ(7
which the pr000sal is to be bas�d. It is mutually agreed that
t:,e su�m:ssicn o= a; coocsal is �ri�na-:acie evidence tha� th�
bidd?: has mad� t�e i�v=stiga�ions, exa:n:natio,s az�' t�s�s
hecein require.a.. C1ai�s Eo: addi�ionaL compen5a_i�n c•.:e to
va: iations betw=en cendi�ions actually encot.:n_e:ed :�
Cdf1S�CUC�lOR 3.*1G� d� lf'iG�:C�=?`� :A �t::? COtl�C3�= �+C�.�.T2:1:.5 WL� 1
not be 3llowed.
The logs cE Sc:1 Borings, i: a.^,v, s;�ow:zg cn th? p:a;,s a.� fo�
S=na:al in�'�c;�a�io^ caiy a:�+C ;na;j r.ot be co::ec�. Nei�he: the
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Ow�er n�� t:^.e Engize�: gua:antee tna= the da`a s`�ov:. is
�'► re�,.•e5e.^��a_;v� of c:,r.�i�i�as wnich ac�::a11y exist. �
�2-2. 4 S:;B�ITT_yG 0� P<CPCSAr T`�e B_�� ; 1? _ ;�'
`J ' `'- S,'I 3 L S li .^. �iS � y j
, P-opcsa: cr. t;�e c�r� :urn.s:,ed by t:�e Cw^er. A'_L b�azk soaczs
� a�p?icable te th? p�c;�ct con�aiaed iz the °er� s5a1� be
cocrectiy fi'_Ie� in and the Bidde: s^a'1 s_a_e the p:ic�s,
w: it;.e� iz in:c ia bcth words a.,3 nu�se:als, fo_ wa�c?� he
� pc000ses to do t:ze work conte:nolatad c� iu�z:s::e tne ma��=ials
requi.c?�. �II s•.:ch p.ices s::a:l be w:i���n l�g�b?y. Zz ca5e
oE d_�cT��aZcy be_��+���n t;ze pr_ce Wcit�a:. iz w�:,�.s and tha
�'1 Qrice Written iz nu;�era? s, t:�e pric� mest ad•�antageo�s t� t�ze
City s5a11 gove:Z.
If a pr000sal is sabm�tted by an individual, his or he= name
� c�ust be signe� by hi.a ;her) or his (he:) du?y a��thoriz�d agezt.
Zf a QroQesal is submitted by a fi=�, association, or
a partnarshi�, the name and addr�ss o` eac;� me:n�e= mus_ be
given, and the pr000sal must be signe3 by a m��nber o` the
Firm, asso�iation, or ca.tne:ship, or b;r a persan duly
authoriz�d. I� a proccsai is subcni�ted by a c�m�any o=
a cocooration, the co;npany or coroo-ate name and bnsiaess
addrsss :�ust be g:v�a, anc� t?�e pzoQcsal s�gaed by an otFicial
or duly authotize3 asent. T:�e corporat� szal must be a�� ixed.
Q Pover o� Attoraey authoriainq agents or others to siqa
proposaZ must be oroperly certified and must be in writiaq and
s�bc�itted with the proposal.
QC2-2 . 5 REJ�CTZON CF P�GPOc� ;S: P. oacsa?s may be rs�e� _ed i+
tzey s:cw a�y aic�:a_�on ot �o.ds c: fig�sr�s, a3ditioas not
cailed f�r, conditiona; or uncalled for alte:nare bids,
a inccmolet� bids, erasures, or irregula�i�ies o� any ki�d, or
eoatain unbalance value of any items. Proposal tendered or
delivered a`ter the official ti�ne designa�ed for receipt o`
� progosal shall be returned to the Bidder unoQene�?.
C2-2.fi HID SECUR:TY: No praposal will be conside:ed un�ess it
� i� ac:ocr.pa.^.ied by a"2�eoesal Security' o� the characte� a.^.d
in the a�nount indicat�d in the "Notice to Bidders" and the
"?coocsal." The Bid Secu�ity is requir�d by the Cwne: as
evidence o: gocd faith on the pa:t o` the Bidde:, and by wsy
,
o� a gua:antv �ha� iF a�•�arded t;�e contrac�, the Bidde: w:ll
�r within the re�uired time execute a for:nal contract and ��*n:sh
th? re4�iired pe� Foc�nance a::d ot:1e* bonds. The bi� secu� i�y o`
� the th:ee lowes� bidders will be re�ained until the c�n_ract
is a:+acde�? ec oth_r dis�ositi�r is made the:eof. T;�e hid
s ecu: i ty o� a i 1 ot;�e: � id3e: s mav be retu�ned ptomptl�. a`te=
the canvass oE bids.
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CZ-2.7 C�:,.V��': G' ��C?�S.a�, tic p.coosa: v:Il be consi.d�r�d
�.:�ss it is d�?ive_ed, ac�cm�azi�d by its p_o�?: Bid
S?.^.t.. 1_ f� t.0 t'1? C1 _;J M3:^dC3; C. r1�5 Z?�:?S?^_3`_1V� 1:. t.'le
C=:1�:3� 0:3�? C- bt.151:+�SS d5 S?� �O:t!1 lcl ti7? "NO�1C? t0
l�:C.i���. � I� ZS �`.^? 131�a�?i �s SCl'� i�S�CC:S1�1? i�V t.^,. Gj?�i'I':
�I'i? �'C..^,�CSd� a� t.�? t?Ccce: ti:�e t� �ClP Z7ZvQ?: p� 3C?. T�lZ me_ _
fa�t tha: a�:e�csa� Was dis�a=�yed u:11 r.et h� cor.s'_der��.
'i.`'i3 D_G7�?� Rlti� _ t73': � �`.:1? v...^.�.C53'_ 3� �:13� �V G�?i 1 V?� �� . G3C'1
�:'COCS�i 5:7��1 b@ 1;1 3 S?3}E:."� e.^.'��Ioce D?3.:'1:'r Z1�=��C_'� '�.�•`.1 C�e
wiGCc.a. ~t�<vpCs�:.�* d:Z�': t:Z? R3CAe O' C�SCr�,'Jr10C1 O� i,..^,2 D:C]�C� 3�
C�s_c .a_�3 ia t;�e "�tctice to �_�ce_s." T:�e e.^.ve'_c;e s�a_i �e
a�cr2552� to tne Ci_y Manager, Ci_y E?a�1, Fcr_ 'riar�h, T�3X3�.
C2-2.8 W_TH���w�yG PRQPCSAL�. P.00csa_s act�sa_lv fi1�d w:�h
the City Manager cannot be withdrawn orior to the time set fo:
�oeaing preQosa=s. A r�qsest fer non-conside:ation o� a
pr000�a;. cnust be made in w=i_ing, ad3�essed to the City
Manager, and f ile� w:tn hi:�e prior to the time set for the
apening eF proQcsa?s. Aiter a11 proposals not requested fo:
ne�z-consideration arz oQened and pubiicly. read aloud, the
Q:oposals for w!�ich non-coa�:dera�ion requ�s�s have bee�
pr�perly filed ma�, at the antion of th� �wner, be r_turnesi
un�oe�ed.
�2-2.9� TLLEGRAP?�ZC MODZrZCA'^ZCN OF P�OPOS�LS: Any bidder may
caodify his pro^csa� by teiegrapaic cammunication at any time
prior to the ti;�e set Eor cpening pr000sals, provided such
t_'.e�:ap�:ic comm�.:nica�icn is r`c_:ve� b� tae City Manag�=
p r i o � t� t ie saic p� ogcsal ccer.�^g ti.�e, and prev:da-' `�sr}ae, ,
tha= tne City Ma�ac�= is s�_is�ied tha� a writ�en and duiy
31I��7��7.`.1C3�`.�.^,�. CO(1��iZtd�ICII O� S::Ci� t��?C'3: i1�C CCRL't11:i11C3�1011
cve: th� signatu=e o� the bidda: was maile3 prior to the
pr000sa� eoenia; ti:ne. I� such conFi:ma�ion is not received
witlzin forty-eight ( 48 ) hou�s a`t�r t'r.e orogasal cpening ti:ne,
no fu:t:�e: ccns=de_a_ion w:ll be given to the proocsal.
�2-2.10 PJBLIC CF�yING OF ��OPOSaL: P:000sa+s Whic?� have be�n
or�;ee:1y filed a�c :o; �+�ic:: ne "Ncn-consid=ra�ion Reques�"
has '�ee� receiv=d wi11 be cubiicly ODA:1�G= a:,d read aloud by
the Ci�y Manage: or his au�?�o:iz?a representa�ive a_ the ti�e
and olace indica_ed ia the 'vatic� to Bidde.s." �11 proposals
whicn have b�=n ece.^.ed and r�ad wil: r�main on f i1e w:*h the
Ow,^,e: until the cor.t:ac� has been awa:c�d. Sicde:s or th�:�
aut;zorized re�:esenca�ives a:e izvi�e�? to be presen� for the
oceni�g a� bids.
c:2-2. 11 IR��G�LA? PRO?�S�C..,. P;coosals s'�a` ? be ccr,side�a�' as
be:n5 'i:ce^y113_" :: the�� s;��w a^.y o�nissions, alt�ra�ions o`
f��(Sl, a3d:=1oC'i5� C: CORc�i�1CC'i� R.^._ C3�L�'� f0:� C1C:dt:C�C:iZ?a
a,�e:na�e bids, o: ir:eg.:?ari�i�5 �` an�� kin�. 'r'��:�v�-, the
C2-2�4)
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a
Owner reserves t'�e rig:�t to waive any and a,l irregu:arities
�1 an3 to mak2 the a�+acd o_ t'�:e cent:act to the �est inte:est of
the City. T�:�de-iny a proposal a`�a: the cL�sinq hou: is an
irregulacity which cannot be waived.
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C2-2 I2 DISQU�:.Z_ ZCA'"LON 0:' H.DD�RS. eidd��s may be
disqualiEied anc t���:: �^ocsa'_s noc cac�.s:de: od fo: azy o`,
P-
but not lim:ted t�, t'�e Lo:?ov:zg r�ascn:
a.
b.
e.
d.
e.
f.
4-
h.
Reasons fo= be=iev��g t:�a_ collusion ex:sts a�ong
b id�e= s .
Reasona�:e grOli:1�5 fo: believing tha� azy b:Ccer is
intsrested in more than one proposal For work
Cvnte:nola�ed.
The biddzr being inte:ested in an� litiga�ioa
against t'�e OWr.er cr Where thz Owner ma� hav� a
claim aga:ns� or be engaged i�Z liriga�ion aga-.�s�
the bidce=.
The b:dde: being in arrears on ar.y ex:sting c�ntract
o� having defaulted on a previous contract.
The bidd�r ha•�ing ge�for,aed a prior conLract iz an
unsatisrac�ory :aanner.
Lack of competency �s revealad by t�e f inan�ial
statament, expezienc� recard, equi�meat sc:�edule,
aad ssch inqui:ies as the Owne� may see fi� to make.
Uncomple=ed wark which, in the judgm�nt of the
Owner, will preve�t ar hinder the prompt completiea
of addi�icnal wark iL awarded.
The bidder not filing with the OwZer, onz Wesk ia
advar.c� c� the hcu. of the coening o: propcsals the
foLlow:;�g : .
I.
2.
3.
Financial State�ent showi�g the financial
condition of the biddez as specified in Part
'a' - Specia? Ias�ructicns.
A c urren� experience record showing es�eciaZly
the projects of a nature simila: to tne ene
un�er consideration, which have be�n
successfully com.pleted by the Bidde-.
An equipm�nt schedule show�ng the equiomezt
the bidder has available for use on the
gtoject. .
The Bid P:opcsa? o` a bidde: W'�o, i� the judgment o� the
Enqineer, is disyualiEied under the require;�ents st3ie�i
herein, shall be se= aside and not ope.^.ed.
C2-2c5)
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P,�RT C - G�V��A:. CONDiTI0N5
C3�3 Ai`In�D A:1D ^x :�.{JTr�%1 �r
DCCU'�!�:7T5
� 5?C'"I�N C3-3 A��+�� A:�D EX?CUTIaN CF' DOCUN��+"'S:
� C3-3.? CCN�?����^.'ION Oc P�OPG��:.S: A_'ter proeosa's ha�rs be�.^.
op?nec a,c r�a:: aicud, t:�e proccsa? s vi � I he tab::la��d on the
t.'3�:5 Ci C:7? CStl.^._3.'�. D�:..3S� t:7? C'13:1�:C1?.� S�C�•1,^, �:? t.Z?
P��Q053'_� d'1� t:7? 3��? IC3:1C!'1 0= 5`3C�1 FO::t11� 35 C= C��::
� . me�hods of btiny^ing items to a common basis as may b�
establisned in the Cont�act Doc�zmeats.
Q The total cbtained by taking th� su� o: the prcCuc}s c� uni_
pr:c�s quoted and tze es�imated quantities pZcs any lu:�g suz
it�ms a:�d such othe: 4uct_d amounts as ma� ent�r into tae cost
� oi tZe comclet�� projec� wi?? be conside:�d as the amo�nt o=
the bid.
Un =i 1 the awa: d oL tie coatract is made by t�e Ow:�e� , tae
O rignt Will be r�served to re;;act any or a'_I proposals aad
waive t�chnica'_i�i�s, to ze-advertisa for new proQosalst or to
precsed wit� tne wer:c in any cnanner a� maybe consi3e�ad for
(� the best interest cf the OWner.
��
. C3-3.2 MTNCRITY BUSZNESS EN'"y�PRISE/'r�aMEN-OWNED BUSIN�SS
� E`�T��PR;Sc C�MPL�ANC�: Coa�rac��r agrees to provide to Ovzer,
upon request, complete aad accurate infor�na�ion rag3:ding
actual wcrk pe:for;ne�3 b� a�!:ncritv 3usiness Ezte:g=is� (M3�?
and or a a womaa-cwned Busi�ess Enta_prise tW3E) an the
contract and the gayment therefor. Con�ractor further agrees,
� upon request by Owner, to allow and audit and/oz an
examination of any books, records, or files in the possession
� of Cont:actor tha_ will substan�iate the act�sal vork pe:for:ned
by the M3� or w3E. Any ma�e:ial m�sreprasentatic� ei azy
natu�e will be grounds for te:mina�ion of the contract and for
� ini�'rating any a���i�n unde: apgropria�� federal, state or
local law; and o:3inances telating to false s�a=ements;
� further, a.�y ss�h misrepresenta�ion may b� grcunds for
disqualification of Contractor at Ow^e:'s discretion zer
� bidding on futu*e Con�racts with the Owne. fot a pe.iod of
time o� nat I?ss than six (6) months.
� C3-3.3 EQUaL E�t?LOY��EVT P:�OVIST_ONS: The Contra�tot sha11
co:��ly v:th Cur:en� City Ord:nance gcohibiting dis"i�:nation
iz employ�en� p:actices. �
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T:^.e Cor,�ra�to: s:�a? 1 pes`_ the r��ui� �d r.otice to �hz� e_`:�c�
QCl ti�'�' r,:0�?C�`. S:��i d:S'j� d= �1�5 :�yL2aS�`.� ��Z� ti'J? '�;CV1�?'�
assis�azcD by ti>> City oc c'v:t 4vo�t'�'s Equa? G;T.��oy.:te;��
C� Eice; w*:o w:II r���= a:-i;� qua'..if ied apclicant he may have on
� i 1� i.+ hi� c`� ica t� t�e Con�rac�o: . A�orooria�e r,�:ic�s ^.a�J
be ac�u:: e� �_ am �:zz E.�ua' E:�c:c��;r.en � Ct � ice� . �
C3-3. a ri::':���.;��� CF F�C?CS��S. �_ _�_ a croocsa? has b?ez
r_ac hy tne Cw^e= i� C3:ICtct be w_c:�d�a��r : b�� t1� Bidd�� w:�:�in
.
=o :�; -: i �e ( 45 ) ca•?5 a° �e: the date on w;^ �ch the p: opcsa� s
w� � a c�e.^.e� .
C3-3.5 A�i��J OF CON'"RaCT: The O�+ne� reserves t�e righ� to
withncld`ina� actior. cn the ptoposals for a r=asanab'_e ti�ne,
nct to exceed farty-� iv� (�5 ) days arter �:�e dat� or oper.�aq
pccoosals, and in ao event will an awazd be made until a°ter
inves�iga�ions ha•�e �een made as Lo the res�ons�bili�y cf tie
pr000szd awar3e�.
The awa� 3 0` the con�rac�, if an award is maCe, w:Il be to the
?awes� a�zd bes� r�s�cnsi�le b:dcez.
The awa�3 e� the cont=act shai?. not becon�e ef�ective unti7_ the
Owne: has notifi�d the Ccn�_actor i.z writing o: such award.
C3-3.5 R�TURN 0� PQOPoSA�.S�CTJRT_TZES: As sacn as pra�ased
pric� totals have beea deter:nined for compazison o� bids, the
Owner may, at its discretioa, return the pzoposal security
which acc:.mgar.ie� �'�e prooesa_s whi�a, in its judguen�, +�oul3
no� be conside-�d zv: the a�ard. Ai��oth�: p_ccosal
SZC:2L1�1�S� L15�d��'.� t.CS? Qr t;;o �;�r�� �041?S` biG��?�S � W111 {,'`e
z�_a:::ed hy t;Ze Cwae� ur.�il cne zQqui��d con�:act ha� been
execu�ed and bo�d fu:nish�d oi the Owner has o�herwis�
di�oosec o� the bi3s, a_`tar uhic?� t�ey will be returnzd by the
Ci=y Secr�ta:y.
C3-3.7 BCNDS: W;th the executicn a�d delivery e` the ConLract
Dccume^t;, tze Contractor shall fu:nish to, and file with the
Cwne: in the amoun�s here:n requi:ed, the fo?Icwizg honds:
a, PERroR�iANCE BOND. A gocd an3 su:Ficient
pe::o:�ance bond in an amo�nt nat less tha� 100
p�; cen � of the a;r,ount oc the contract, as evidenced
Sy th� o�opasal tabulation o: otherwis�,
gua_a^teeing the fulL an� faith�ui execu�ion o` the
wCL�t d�G� �2C�c:=:i1d1C? OF t}1£ COCl`.i dCt � 3.^.'a iCi t�'Ie
�*otection oE the Owne: and a11 othe: pe�sons
a.�ains� G�3�13C1e by reason of n�71ic�;�ce o: the
Co�t:actor, Q: i.:�pidOe: execu_ioz o� ti-,e wo:k Q�
the use o_ in.`�-ioc materia=s. T'�is pe.Lor^anc e
C3-3 (2)
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bond szall guarantee the pa;:�ent fot a11 Iabot,
ma�?r1d�5, eq�sipment� Sl1�D� 1�5� d.l� 58�Y:C�S LIS?�
in the cons�cuction oE tne We:k, and s:�a:.1 :ema'_n
i� fuLL ��r�� and e:c�ct until provisions as above
sti2uia�ec ar3 ac�cm�Iishe� a:�� final pa.f-�ez� is
ma�e cn t�e Qroject by the City.
b. M���T:�tAv_� B'���. A good aad suf�icie::�
main�e�:a.^.�� bc�c, .Z t;�e a�cu;�� o� no� les5 t:�aa
1o0 pe=�sz= c� tae a.:�o�n: c: tne coatra�t, as
evi3ez�:e� bv t:e orcccsa: ta���a�ior. oc oth_:•J:sa,
g�sar3^ _�einy th? prom� �, f�sl, a^d f a; =h:ul
p�:Formance a� t:�e c?ne=al gua:aaty whic;� i� se�
forth ir� pa_agragh G8-8,i0.
e. FA'LM�y'" BOND: A gcod and su=ficie:�t payment bcnd,
in an a:noun= not lsss thaa 100 percent o� the
a:aount o� the caztract, as evideaced by the
pc000sa'. tabula�ion or at:ze:wise, gua�aztee:ng the
promQ�, full and fai��tui payme:�t or a12 cla��ants
as defined in �ticle SI50, Revised Civil S�atut�s
oc Texas, 1925, as arnendad by Iiouse Bi1I 344 Acts
5bth Legislature, Ragular Session, 1959, ef�ec�ive
April 27, 19�9, and/or the Iatast versioa the:efl F,
supplying Iabcr and mat�rials in the presecu�ivn o�
the wo�k pr�vided far in th� contract �einq
constructed under these specifica�ions. Paymen t
Bond shall remain in force until all payments as
above s�ioulated are made.
d. G"'H�R 30�I�S: Such other bvn�s as ma�� b� requi_ed
by thesa Concract Decu:�e.^.ts s�a� 2 be fu�nist��� by
t�e Ccn�ractar.
No sureties will be accepted by the Owner which a=e at the
tim� in default o: delinquent on any bonds or w�ich are
interested in any Iitigation against the owner. All bonds
shall be made on the forms furnished by the O�ner and s'�all be
exeZBted by an a��cov��? sure�y comcany doing �usiness in the
City �� Fo:t worth, Texas, a^d which is acce?ta�le to ti^.e
owner. In o: de; to be acceptahle, the na.-�e o` the surety
sh3II be included on the current U.S. Treasu:y list of
acceptable sureties, and the a-�ount oF bend W= itten by a:�y ane
acce�table compa�y sha11 not exceed the amo�n= showa on the
Treasury lis� fo: tha_ company. Each bond snall he o�ece_iy
ex�cuted b; both the Con" act�r and Surety Comnany.
Shoald any su-eyo un t�e cor,tract. be de`.e,�inec ur,sa_is`actory
at any time by the C��ne�, nc_ic� wil? be given t'�e Cont:a��o=
to that eEEect a^� the Contractor shall immediateiy pcovi�e a
C3-3 (3)
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ne�+ su-e_y sa:is.`ac�ory to th� Cw^er. No payr,sen= wi'_? be ,-�a�?
11Rc:?� L�1� CO(1Cid:.`. 1::1�11. tile fl?'wl 5'.IC?�'i O� SIl:Z�l�St dS
ra��:c�d, have qua_i°ie�? and have be�n acce�t�d by tZe Cw^e�.
The con_rac� saall not be ocerative no: wiil any payments be
due e: pa _d u:� = i� a� �; ova'_ e c �:�e bcr:�s hy t:ze Cvne= .
C3-3.8 F:��Cc1"'.ON C" CGN'"�;CT. wi_:�_r. ten t10) days a`_�= �;,?
Gwr,e: IldS CY 3i�OCC^v=�3=? �?Sv�U`1Cf1� C� C`1,�••.,r15?� d'+13'�'�� �`..,i?
COt1t:3��, �:1? COtl�_3C�CC 5�2d:1 £?X�_:2t3 aZc: L11� w:�fl C�.A rw:':?=
L'le CCC:�� �uC� dC:C: S�C�1 CO[2C� d� C:��! �'2 Z?.^�Z:i.'.?� liS �:12 L'G.^. �i d� �`.
Document�.
No contract sha1.� b� �ind�ng upcn the owner until i� has been
a�tested by the City Secre�ary, approvsd as te forrn and
l�ga? ity by tze Ci�y A��o:ney, and executed fer t:�e Cwr.�r bv
either the Mayor ot City Manager.
C3-3.9 F�ILU�� TO EX�CU'"� CJN'"R�CT: The failu�e a� the
Awarces to ex2cute t.'�e raqui:ec hand o: bonds or Lo sig� t`�e
raquired contract within ten (i0) days a=te: the ccn�ract is
awarded shaL1 be considered by the Owner as aa abandonmen� o=
his p:000sal, and t:�e Owner may annul the Awa�d. By r=alcn c�
the uncertainty o� the oarket prices af matsrial and iabor,
and it beiag IftlDiacticable and difLicult to accurateiy
d�ter.�ine the a:�ount of damages occuring to the Owner b�
reason of said a�ardee'� failuze to execute said bonds aad
contract within te:� (10) days, the prapo�al security
accomoanyizg the pr000sal shall be the agzeed a:nount of
da��nages which Owner wi.11 su��e_ by zeasaa e� sucz fai? u=� on
the pa� � of the ��ra=�ee aad shall thereu_ en i��media�e�y be
for�eit�d �a �:.e C•�ner.
T�e filing e� a propesa? will be conside_�d as an acc�pta,�ce
af this provision b�J �:�e 8�dcer.
C3-3.I0 HEGIvN=NG wOR�: The Contractor sha11 not commenc�
work until authorized in w;iting to do sa by the �wner.
Shc�i?C the Ccnt:ac_or fa:l to c�runence werk at the si�e of the
p:cject Within th� Lim� stipulated in the written
authoriza_ian us::aily te:red the "wcr?c O:de:" ot "Preceed
Ocder", it i� ag:e�3 tha� the Su-ety Comcazy wi1l, within t�z
(101 da�s afte: th� co�mence:nent da=e set forth i� such
Mi: l��?^, d'.:~�OLiZ.3=i^�f1, co��snenc� t;1z Prl�l51�3� eX?ClltlOtl Of �rl?
ccncract,
C3-3.I1 ?vSURa�t��. T`:e Cont-acto: sha11 nc� cocnm�nc� wor'x
unCe: th:s contra�� un�i� he :�as ob_aif12� ali the insu.ance
re��uic�� u-sde: t^e Co^�_ac� Occu^�en�s, a:��' such izsutance has
b��n apo: oved bv �he 0�1er, The p: i�:�e Con �ractar shall be
c�s�er,;i51s for�d_:ivering to the Ow;�e: the s::b-cont�ac�ocs'-
C3-3 (4�
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� certiEicate o� insurance foc a�ocova:. T5� pri;n� contractor
shall irtdicate en t'�e certiEica�e oE insu:ar,c� izclude� in th�
� dveuments Eo: �x�C1C lOfl wh�t:�e: o� not h�s i.^.ssranc� ccvecs
� sub-eeatracto:s. It is the intention oF the Owne: tnat tne
insurance cov��age reyuired he:eia sna1L incl,de the ce��ecaqe
� oE a?1 sub-cant�ac�ors.
3. COl"��G;ySATIO*J Iv�C;RAyC... T�� CCn �� 3` t0_ 5�d=1.
main�a:n, during tZ� 1iFe c� t'�is cor.�ract,
� Work`rs' Coc���R53Clof2 I:15�SLd"ice on aI1 c' his
emp�cye�s Lo be e.^.yag�d in .�ork ocz the o:oject
und�r tnis contrac�, an� toc a'_1 s•1�-c:.n�rac�ors.
� . . In case any class of ecnoieyees engaged in ha�a=de�s
vork en the project und�r this contrac� is net
pcotected unde: the Worxers' Compensa �icn ��a �u��,
. tt�e Contractar s;za+I previde adequa_e emo:oyar's
� geae�a'. Iiability insurance for t:�e pro�act�on o�
such oc his P,no? oyess not s� protec �e�.
� b. CDM�R�IiyVSIVE Gc�1ERAL LI�3ILIT`r Z*1SiJRA:�C�: Thz
Con�ractor sha�L pcccurs an3 shali ma=ata�n durzng
the Zife o� this ccntract Contractor's
(� Camprehersive veaera3 Liability Insura�ce (P�lblic
k� Liability ana Propezty Damage Zasurancs) iz an
a�a�unt aot l�ss than 5500,00� cove�ing each
occurrence on account oz bodily injury, iacludiag
� death, and in an amouRt not Iess thal 5500,000
. Cov�ring each occurrence on account eE pracerty
� damage With $2,000,000 umbrslla oalicy cove�ag e.
C. AD��TiO�Ia� LT_�3=uI'"Y: T�e Cont:actc: shali
fu�n:s;Z iasu=ance as sapara�e poZicies o: by
additional endorsement to one of the
. above-mentioned poiicie5, and in the amcun} as se�
forth ior public Iiability and prooerty darnage, the
folla�ing insurance:
� 1. Contingent Liability (covers Geae:al
� "" Contractor's Liability fcr acts o�
sub-contrac�ocs).
2. 9:asting, orior to any blasting being done.
3. Colla�se oE buildings or structures adjace�t
to ex�av3�ion (ii excava_icns a:e to be
oe: formed ac��acent to sa,r,e ).
4. Ca:�aga to under7cour,d utilities f.or S�OO,oGO.
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5.
Bu i l�i�-' s: isk (•��e �e a�vve-c: oun� s�ruc-ur'-s
3:? :.^.v����'�.).
Ccnt:ac='13� Liability (ccve=s a' 1
izce:�ni`_:ca�icn r�c•�__�m?.^.ts o� Ccc:t�ac�) .
d. A:J�rCuC3:..... I�iS'.iR�VC? - BQD�L`� Z�i.;IJ�'_' A:t� P'�C??t'-"�
CA�!,;G�: The C�n�rac�or s;al: prccu=e azc ma:n�aiz,
curing th� li`e o: this Contract, Comp:�:^�nsi��
A�s�omc�:ie Lia::ili�y i:.�u�anc� in a� a.;ioun_ no*
Iass than S250,0�'J fa: inju�i�s inclu�?i•^•3
accidezta� deatn to any on= pe�san an� s�.:��ec� to
the same limit for each person an a:�cun� not less
than S�OO,ODO on account of one accident, and
automobile progert1 da�nage insu:ance i.z an amoun�
not Iess than 5?00,000. . �
e. SCO?� 0? ZVSURaNCE A�ID S?ECIA� H�+"A��: T�e
insurancz requi:ed under t:�e above Qara� raphs s4a�1
provi3e a3equate protectien for �he Contractor and
his su�-c:.ntractors, respectively, aga:ns_ damage
claims w;�ich may arisa from operations under this
contract, whether su�a ocerations be by tha i.zsured
or by anyone directly or indirectly e.�oloyed by
him, an3 a? sa against any of the �foilawing s�ecial
ha:.�r3.s w;�ich may be encauntered in t�e per.or�anc�
of the Contract.
f.
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P�CO? OF C���-aGE OF INSURA:i�E: Th� Cor.�racto:
sna1Z Lurn:sh t:1e Cwner wit:� sa�is�acto_y proo` o`
covecaye by insuranc� requi:ed iz these Contract
Dccumez�s in amou:_s and by carri�_s sa_is:acto_y
te the Owr.e� .(Sa.�pie a��ached. ) �_1 insurance
requi��me�ts made ucon the Contracto: s�a,: aoply
to the suh-cantractar, shoul3 tna Pri;ne
C o n t r a c t o r' s i n s �: a n c e n o t c o v e r t h e
sub-c�ntractoc'� Work coerations.
g. LOC�i. ?�GEVT cOR I�SURAVC£ A.L'D S�V�I:V�: The
insuran�e and bon�ing compa�ies :r�t;Z whe�� t�e
Ccntractor'� insuran�e a.1d p�'*o:,�a.^.c�, na,�ent,
main�eaazc= and a1I such othz: hcnds a�= writ�en
shai 1 be rac: ese^ ted by an age^ t oc ac_^ ts having
an cE�ic� located within �he city li�s:ts o`. t��
C3-3 (o?
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Ci yo uE Fo: � S�orth, Ta� ran_ Ccar.ty, Texas. Each
� s�1c;� agen� shall be a duiy cuaii:i��, one u�on whom
s�:vice o` process ma1 be ha�, aad mus_ have
a�s�hority azd powe: to act on behalE o� the
i^surazc� a�d/or bcndi^9 c:,mcazy to negctia_� a::d
a se_�1� w:t�1 tne City o` rort Wc:th: or any ot��:
cLa::nan:, 3.'!j cla:�s tha~ the Ci�y o= r�rt wcr�:z cr
cthe: cla��sa;�: or azy propz: ty owne_ u�o has be�:.
(� cia�ag�d, may have ag3ins� the Co�z�ractor,
, insurance, aad/o: bcn�ing compaay. I� th� lacal
ins�:azce �e�.?52RC3�ivs is net so e:�pc�ered by the
� insu:a::ce o: bond�nc ccmca.^.ies, t:zen such au�hority
� � must be vested in a local agent or claims oL:ic�r
residing ia the Metroplex, the Fort Worth-Dalla�
area. The name oF the agent or agents shall be se�
� � forth on aIl oF suc� bonds and certi�ica�es e:
insuranc�.
C3-3.I2 CON'���,C'_"0�'S CBLIG�TZQNS: Unde� the Contract, th�
Cont�actor sha11 pa: for a?i materials, l�bor and se=v�ces
vhen d�ie.
� C3-3.13 WEcXLY P�Y�OL:.: A ce�tlfl?d copy of each pa�rall
cflvering paymeat e� uages ta aII persan eagaged in work on th �
preject at the site of the project shali be furnished to the
� Owner's reoresentative within seven t7) days after the close
of each payroll period. A cogy or cooies of the agplicable
• minimum wage ra�es as set forth in tae Coat:ac= Documents
�'' shall be kspt pos:ed in a cons�icueus o�ac� a= the s��s c� t::z
. orajec� a� a'I ti�es during th� cou_se v� tn? Con�ract.
Cooi�s o: t',.e wa7e ra�es w'_I? be �urnished t:�e Contrac�or, by
t�e O�ney; hc�+eva=, ccs�iny and pretQction o= the wage ra�es
�_ sha? ? be the res�ar.s:.bility of the Cont:actor.
�3-3.14 CONTR�CTCR'S CONT��CT ADMZN_STR�'"IQN: Any Contractor,
o whe�he: a p�:son, p=:sons, partn�rshio, comoany, firm,
association, cor�ora�ion e: other w:�o is aporoved to do
buz,�sess with and ent�:s inte a centract with the City for
� Cat15�:11C�107 O_ '�3:?C dRC;�CC 537��3:;r 5?w?: F3C1� 1C1?S� W�].�
have or sha11 e�`ablish a fully ooe:a_ional business of�ice
within th� Fort �orth-Dalla� metro�olitan a:ea. The
Cc�fl�rdCtOt S}Td1 Z Ci'ld=��i �+?� �'C3`e � OL ass iqn C1115 Oi i 1C? � O:
� h� may deleya�e his Project Su?e:i�tendent) with full
authority to tra:.sa;t a? 1 business ac�ions require� in th�
n�cEormance oE t�a Contract. This local au�ho:ity s7a11 he
p made responsibl� to act for the Ccntra�tor in a�I matte:s
pertainync to th: work gov��ne� �y t?�e �ontract w5e``��: it be
administta�ive o: otne:w:se a:�� as sucl sha?1 be e^acwe:ed�
� thus deleya _ed a.^.3 dir_cted, to se_tIe a? 1�a�e: ial, la�o: or
othe: ex�enditu:es, a1I ciaims agaiRs:. t`�e w�rk c� a^y othez
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C3-3 (7)
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mat�e: a�socia�e� such as main�aiAiZg adequa_e and a�oreo:ia�s �
inss:a^ce c: sacurity coverage fo� t�e Qreject. S1ch local
autho;ity fo: a�mizist:3C10R o.` the Wo:k ur�der tne Can�ract
shall be ma:��ained un�il a1I business t=a^sac�io::s execut?d
as pa:t o� tne C�nt_act a.a c:.mo1?�_ �
Shou?' t;�e Con�=acto:'s p:i^ci^a' base o` ope�a�icr,s be ct:^.e�
than i:: t:�e ecz_ wo:�:�-^ualias me_�c�ciita:. area, no�i`ica=�o� �
e� th� Contractor's a5signmen� o;: Zoca1 auth�rity s�al1 be
mada in wzi�ing to t:�e Eng:Ree: in advazce o� a:�y wo: = cn tae
pro�ec�, ali a����oria�e:,y signed and sea�e�, as a: c? icab_�, �
by the Contractor`s responsible office�s wi�h tha
undetstand:ng tha: this writtea assignment oc au�hority to a
lecal reflresentative shall become part af the pro�ect Cont:act
as theugh bound di:ectiy into the project documen�s. The �
intent of t?�esz rzquire�eats is t:�at aZI matc��s associa�ad
with the Contract�r's ad;ainis�ra�ion, whether i� te cr:_zt�d -
in fur�hering t:�e wazk, ar ether, be governed diract by lacal '
aLthority. This sarne zequire.�nea� is impose3 on i,zsurancs and
sur�ty coverage. Should tze Contrac�or's local represeata�ive
F�:.1 to perforn t� the satis�ac�ior. of Engine�r, the Eagine�=,
a� his sole discretian, maj d�mand tha� such lacal �
rapresentative be raolace3 a�d the Eagineer may, at his saie
discretion, s�ao all wozk un�il a new 1ocal au�hority
satisfactory to the Enginear is assigaed. No cr�dit ef �
werking time will be far pe=iods i.z whic?� wcrk stoppages arz
in effect for this zeason.
C3-3 . i5 V?�IU�: V�r.ae o:;. azy actian hereiaunde� s:�all he
e:.�ius_veiy in Tac:a;�_ Cou:�t.�, T�xas,
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Q��i C - GcV��,a:, C�NDiTIONS
C4-4 SCOPE 0= wCR:C
S'�.'iiCN C4-4 SCQP= G� WC�{
C4-4.1 IN':_�l�^ G. CON'"�l�CT DGCu�_*�'^S I_ is t`;e �°i --
d :� e
inten_ion o` thes� Ccn..:ac_ Decu.;�j.,�-, to p_o•�.de �_ a
�c
comp?et�, us��uL p�ojec:. :�hich tne C0�7Liactoc u^de�:.akes to
cons=;uct cr fu:-nish, ail in fuli comp� ianc� with the
t ? ^y '1 l C ? :Tl _ .^. .. 5 3 ^f C: 1 .1 C ? '1 � O i C ,1 ? C � fl � : 3 ` _ � O C 1:T1 �c' � �`. S , ? � 1 S
d?�initely unde:stocd tha= t:^.e �ant:actor shall do a11 wc:� as
provided For in the Con�ract Dacuments, s�a=l do a'_1 ex��a cr
special wcrk as a�ay be considere� by t:�e Owne: as neces;a:y to
c�mQlete the project ia a satis�actory and acc�c�able manne=.
The Contrac�or snall, un?ess ot:�erwisa specif ica? ;y s �ated in
t;zese Cont:-ac= Dccuments, f'1ZAish a11 labor, tools, ma�eria:s,
machiae:y, equipmeZ�, s:eciai s�:vices, and inci3entals
nece5sary to the prosecution ac:d comcletion of the project.
G4-4 . Z SP�CI�,L PqOVZS?ONS: Shauld any work or cond�tions
Wnich are not thoroughiy and sati�factorily s:.ipula=ed or
covered hy Gene�a: ar Specia� Condi�ions o� these Contrac�
Documents be anticipatad, oz she�Id there be any addi:.ional
proposed work w;�ich is not covered by these Contract
Documents, then "Soecia? Provisions" covering aII ssch wor�
�+i1L be grepare3 by the Ow;�e: g:eviaus to the ti:ne o:.
rec�:ving b:ds er preposais for such wor� and furnished to the
Ei�3er in the fo:� oF Addenda. A11 such "Saecial F,ov:sioas`
s4a? 1 be consid�_ ed te be a oa�t cr t�e Con =ract Docu:�s?n �s
jus:. as tre��`; t::ey we_e ccigina::y s.r=i���n t::ereia.
C4-4 , 3 ZNCR�ASED OR DECR�aScD QUANTITZ�S: The Owner rzse:ves
th� right to alter tZe quanLities cf the work to be pe:for:�ed
or to ex�end or s;�orten the i�ncrovements a� any time vh�� aad
as feund ta be necessary, and t:�e Contractor sna?? pe:fo:r the
work as altered, increas`d or az�rzasza a_ the uni� pric�s.
Such—increa5ed or decrease� quantity sha11 not he mor2 tha� 25
percent of the contemp? ated quar.tity o� such i��.:, or ite.^�s.
�ihen such chanaes increase or decrease the original q�an�ity
oF any ite,n or ite:;is o` work to be dene oc nat�rials to b?
fu-nis`�e� hy the 25 perCetSt or more, then ei �he� D3= ry to t`�e
contract shal L uoon w: itten reC��es� to the o_ne� pa: ty b�
enci�led to a revised conside.a�ion upon that po:tion o` the
vo;k above oc be?ew the 2� D2:ce:�t o= the origina' quantity
Sr3ted in the prooesa:; suc;� revised cozside:a�ion to be
de�e:�nined by s�ecia? a5�ee:�e.^,t or as he,�ir.a`te: prov:ded fcr
"Extra work." i�o allowance vili be made for a:�y changes in
an_icipa�ed p:o`its no: sha' 1 such c'�a^yes be cons:��__•� as
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vaiving cr invaii3acing a,; c�n�i�icns c: Q:ovisicr.s o: the
Cont:ac`. Dcc�.:�e��s.
V3: 1� � 1.^.^,S 11 C'13^� �1 �lp.S C� 53^: �`.d:'f S?'+?: �'i1^?S 1CI Ci??�til
C3_2�^:1��� 5�7�u? i t.,3 i..=' :�` '' �:�1 -, 1�.i�C� �Q �`.�i?
�l „ ;.� .� _e.. h :� a� a� �_
eve:a:� qua;�ti�i�s c_ sa..i_a_y seue_ gi,e iz eac'� p,�� s�z�,
but nc� to t;�e V3: i�1:5 �e?t;� cat�.orias.
C4-3.4 ALT�RA':'I4N Oc CCtr'"'�.aC: CC���MEV"'S By Cha�Z;e Ot3e', �he
Cvne: r�serves tne rigzc to ma�e such chanc,es in Lhe Contract
Docu,sen�s and in th? c:�a:ac_�: ec Cuan�i�i�3 0: t�e .+c_k as
may be neces�a�y or d_siza�ie to iasurz comple�ion in the mcs_
�a�isfactory manne:, provid�d such changes do not materialiy
alter tha original Con�ract Dacuments or change tye general
natur� uf the project as a whole. Such changes shall not be
consider�3 as waiving or invaiidating any canditioa er
pro�•i�ion ef the Contract �ocuments.
C4-4.5 ExTR� WORX: Additianal work made necessa�y by c?�anges
and ait�rations o� t:�e `ontract Bocuments ar of quantiti�s o:
for other reasoRs for r�:�ich no prices ar� pravided in the
Contract Documents, shall be def ined as "Extza Work' and s:�al l
be perfermed b�� the Con�racLor in accordanc� With thes�
Contract Documents or aoprov�d additions t hzreta; provided,
ho�aver, that beEare any ex�ra vvrk is begun a'Chaage Order'
shall bP ax�cu�ed or writ�ea orde: issue3 by the Owne: to do
the work f.or pay:.ten�s cr c_edits as shall be deLermined by ane
oz more cambinatian of the following mathods:
a.
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Ur.__ bid p:icQ pr�:icus:y apgrcved.
�n a g:��d I umo s u:n .
c. T;�e actuai reasanable c�st of ti ) laber, (2) renta�
of e;uipment used cn the ext_a Wor� for t�e tine so
used at �ssociated Gena.al Contracto:s ef A:�erica
current equioment rental rates; (3l ma�erials
-- en�e: ing pe:.�a:�e�tiy into the o:0]2�t, and (4)
ac�ual cost o` insu:ance, bond5, and social
secu*:ty as deterrined by the OWne', plus a fix��
f�� �� be a.�reed u�cr, but no� to exceed 10� cf the
acLua' cost c_` such ex_ra wotk. The fixed fee is
not. to include a�y a33itional p: of it to ths
Ccn�;a�tor for r�ntal o� equipmen� ow•^•=d by him and
used fo: the extra wc.�. The fee sha11 be full and
comole =e cem�ensation t� cove: the cos � eE
5:10?: ltZ :2ClV?�1C.?, CV�L.`1��'r� .00�'l�t P;O�lt� C�?fle:3�
and all cthe: ex�ens? not included in tl), (2),
(3), and (4) a'��ve. The Co�tracto; shall keep
ac�::; a:e ces _ r_��o��s en thz for.� ar.c in the me�hed
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sugges�e3 by the Ov':e: and s;�a?I give the Cv^�:
'access to aIl accoun�s, bills, voucha:s, an3
records relating �o the Ex_ra work.
No "Cha^ge Qrde:" sha�l beceme e`c�ctiv� un�ii i� has be�n
�j a:Qrove� azd sig ne.�'. by each oE the Contrac�ing pa:ties.
IJ
t;c cla::� f�� Ex_�a wo,k c: a:.�.� kind w:11 be a+love� unl�ss
Q c:de:e� in v: i_in; b•� t`ze G�rne^. In casa a�y c:��:s c:
instructicns, ei�he: oca� or vrit�en, a��ea: to the Con_ractor
to inv�lve Ext=a Wo=k fo: vhich he should rec�ive
� . compelsa_ion, h_ sha.l make w-ittnl re��es� to t5e �zg:aes=
For vri�ten erd�rs authorizing such Ex�ra Wo:k, prior to
beginning such Wark.
� Should a dif fereace a�is� as tv what does or doe� zct
canstitute'Ext=a Wcrk, or as to the paymez� tyereef, a�d the
Eaqi�eez insists u^on its pe:fo:manc�, the Contractor shail
f'� proceed with the vork a°�er making vrittzz request for w�itt�n
erders aad shall k�ep an accurate acco�.nt of t�e ac�ual
reasonable cvst thereof as provided undzr method tlLe� C).
Claims fo: extra work will no� be pai� unless the C�nt�ac=or
� s`�aII file his claim with the Owner w'sthin f ive t 5) days
before the timA for making the first estimat� a�tar s.�c� yrork
� is done and uniess the claiu is sapgorted by satis�actery
� vouchers and certified payrolls coverinq aIl Iabor and
matetials expended upon the sai3 Extra Wcrk.
� The Contractot s:�all furnish the Owze: such installation
recor�s of a11 devia�ions fram the origiaal Contract Documents
a� may be necsssa:y to e�abla Lhe Qu-�?= ta p:e�ar� for
per�anent record a correcte3 set ef plans showing the actsa:
�y inst3llation.
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The com�ensaticn ayres� upcn for 'ex�ra work' whethe: or not
iniitiated b; a'c?�ange or3er' shall be a full, comcle�e and
f ina'_ pay��nt for all cos�s Contractor i:�curs as a r�sult or
tP2a=ing to the change o: ext:a w�rk, xhethe: said cests a:e
_ '�a` time, including
knc»n, unrnow:�, for�seen or llfliOt25c��f1 a*. t�
vit�ou`. lirnita�ion, anv c�sts fo: delay, extended ove"�ead,
ripple or impac� cost, o: any other e��ect on changed cr
unchanCed work as a resslt or the chance or extra work.
C4-3.6 SC?�=DULE Oc CP��ATi4NS: Be`ece cor.:mencing any uork
under this contract, the Contractor shail submi� to the C��ner
and receive the Owne:'s a?provay the:ea�, a'Schedu�a of
On�catior.s,' shcwing by a straig'�t line m�thod the da�e of
commznci�g and f inishing each o.` the majo: ele*�e.^.ts of the
cantca=t. Tnere shall be a? so s'�cWn �he e=�ima'.ec� montr.ly
co�= oE �ork fo: W'�ic� es�i;na��s a�� to be ex�ect?d. TSe.e
- :. 4 - 4 ( 3 ) _ . - :__
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shall be p:esente3 also a co�,rosite g:a�h s'�cwing �he
21�LCL�a �?� Q��cj:?SS O� CO!15 =Z'1C�idCl W 1��t tf18 Cl�Zl? O?='��'g
glott�d ho: izec::.a=Ly and t:ze pe_:.e::�ag� oF ceno:��iors pLatted
V?:�:Cdi�;I. Z'�iz 0::�=���5� C^.a..:..� S~a�� v? �i��d��� C�i a���2� X
11 ' S,^.A? �� d1v d= 2�3� � i L V? �.^�idC�C O� bill? Z:�Ia �: 1�T�5 SidT �
�.e fl.lriS�S��"I,�� t� �:7� CL1�+?� .
Cd-4.7 P�CGR�SS SCH=�'v��5 F�� W;"'�� A'�� S_r=:� P:.?�'�':'
Fac: ? i�ITI�_ . N:th.n t�z (��� ) cays pricr to sub^_ss ion o�
f 1I� � it1C(`i r i1 �y [r`_ v^71'c>>S �_.^.�d`�:A?(1 �� t�fl? �01 �i d�:i0 � S.�d�l
p*e�a.� ar.d subm:t t� tae Cwne� for aporoval six copies o�
the schedule in vhich the �ontractor preoeszs to carry on
the work, the da_e of which he vill s�art the se�-eral major
activities tincludi�g pracur_�ent cf ma�arials, p:ans, and
equipment) and the conte:np?a=ed da�es fer camp?eting the
same. The schedule s4a11 be iz the for:n e: a ti:ne sche�uZe -
Ctitical Path Metiod tCPM) net�+ork diag;a.�. As the work
progress�s, the Contractor shall enter an Lhe diayra�a t�e
actual orogress at tne end of each par_ia1 pay�ent period
or at such intervals as directad by the Engineer. T�e
Contractac shall also revise t�e schednle ta r_�lect aay
a3j�stments in conttact time aQcroved by the £ngine�r.
Three copies of the upnate3 sche�nle shall be dali.vezed at
�uch iatervaZs as dir�cted by the Owner.
�►s a�i n i.aum, the constructian schedule shall incorgorat�
aI2 work eiements and activities indicated in the praoosal
and in the t=chnical s�ecitica�ions.
P: ior to th� �ir.al dra`tin: c` t:�� d��a=Zed cczst=uc�ien
sche�ul?, t;�s Cazt�acto: s�a_1 :e�:�w the d.aLt schedul=
with t�� Eaginee: t� ensure the Ccntractor's understanding _
of t�te c�ntract r�quirp�en-s.
The fol�owir.g guidAli�es sha'1 be ad'nered to in oreparing
the c�ns_;uCt1CR schedule:
-�. Milesten� dates a�d fina� p:oject comple�ion
dates shall be deve?o�ed to con`orm to time
cons�raizts, s�qu=ncin^y require:r.ents and
comcletion time.
b. T��e cons_ruc�i�n p.-ocess s�a�1 be divi�ed into
activities wit� time du'a�ior.s o: a2oroxima�ely
fou: teAn ( i4 ) days and cor.structior: values not to
exceed 550,O�Q, cab:ication, d�livery and
s�bmi�tal 3c_ivitijs ar_ exce��icns tc t5:s
gui�eline.
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T he construction sched�Ie shall as a miaimum be divided
int� genPral categories as iadicatea in t:�e Pro�osal azd
Tec;�n:ca� S�ecifications and eac?� general ca�egory s:�all be
broken down in�o activities ia eno�gh detail te achieve
ac�ivitJes of a:�rax:ma�eiy £oart�en tl�) days duratian.
Fe r each general category, the construction scheduie shall
identify aIi trade� or subcantracts vhose work is
represented by activities that fol.low the guidelines oz
- this Section.
c. Duration; s'�a21 be in calenda: days and nor�al
holidays a^d vea�he; conditions over Lhe du:ation
o: the con=:act shali be accaunted for witZin the
dura_ion o� each activity.
d. Cne critica? path s:�all he sho•rz on t:e
ccnst:uc_ion sc:��3ule.
e. Floa� ti�se is d�rined as the a:nount o` ti�ne
b�tveen the ea-li�st s�a:t �a�e azd the Ia�est
s�a: � dat� of a c:�aia o� activities oE the CPM
construction schedule. Float time is not for the
exclusive use or benefit o� either the Contrac*or
or the Owner.
f. Thirty days shall be usad for submit�al zevie�
unless otherw�se s�e�ifizd. •
Far each o_` the t:ades or s�sbcont=ac=�, the ccnstructi�n
scheduie shall indicate the follawing procureneats,
construction azd gr�accep�ance activitias and events i:s
thei� lagica3. sequ�nc� for e�uipment and ma_=_rials.
LJ
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1.
2.
3.
4.
5.
6.
7.
8.
?reparation and trans�itta? o` submit�als.
Submittal revieu periods.
Shoo fa5rication and deiive:y.
E_ection o: izs�alla�ion,
Trans�ittai of manu:acture:'S �Daratioa and
ma:ntenazce insttuc�ions.
Installed e�ui�ment and mat�*ials testing.
C�rner's operator instruction (if applica�Ie).
Fina? ins�ection,
L
� C4-Q (5)
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9. Cperaticna� t�sting.
I0. eiaal i�s�e�tian.
I�, in t+ze apini�n o_` the CWae_, work acconplishea falls
be:�ind tha� scnedulsd, Lhe �on�ractc= sha11 tak� such
action as nece�sary to i:aprove his prcg:?ss. Zn addition,
the O�+ne: may require the Contractor to su�mit a zevised
schedul� d�nons�ratiag his pragram and pr000sed plan to
ma�ce up lag ia scheduled progress and to insur� com�I�*ion
oF the wor�c within the contract time. If the Owner finds
the p�oQased plan not acceptable, he may re�uire thz
Canttactor to iac:ease the work fetce, the construction
plant and e�uip�nent, tha na�nber cf vozk shifLs oz th�
ove: �isue oper3tions withvut additiona? cas� tfl the Cvnez.
Failuze of the Contractar to cacaQly +rith these requiremeAts
shall be cansidered grounds for determina�ion� by Lhe OWne=
that the CantracLor is failing ta pros�cut� Lhe work with
such diligenc� as Will insure its completion r�ithia Lhe
tisae s�ecif ied.
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C4-d 46l �
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PA�T C - GE'ic�A;. CO:��ITrONS
CS-5 CC`�TROL OF W0� � �Vu
Kn i �� ir\:.S
t
Y
�?C"':�N C5-, CCN^.'�OL G= WC�K Ati� '.�!A"'=:�I�:,S
C5-5 .? AUTiORITY G= EVG:*7��� : T`�e Vcrk sha`_1 be pe� .`o= :�ed t�
t`�e sa:is�acticn oi t?�e Ezginee= a�d in s�:i�t complia::cs wi=�
the Cantract Docu:nen�s. He s;�all decide a11 gues�ior.s wi-.ich
arise as to the quality and acce��a5ility o: ma:e:ials
fu:ni5hed, work pe:for�ed, rate of prog.ess of t:�e vork,
overall sequenca oL the construction, inLerpre-a�icn ci the
Contract Documen�s, ac��ptable fulfillment of the cont=act,
eamcensa:ion, mutuaZ zights bet�+e�+z Contracter aad Owze: unde:
these �ontract Dacuments, supe:visior. of the vork, resu:�ption
of ocerations, and all other questions or disputes Which may
arise. Engineer will not be zesponsible for Cont:actor's
means, methods, techziques, sequenc�s or pracedures o�
construction, or t�e saFety precauticn and progza:ns incident
there�o, and he will not be zesoansible for C'ontractor's
failure ta perfor� the york in accordance �+ith the cantract
documen�s.
� He shall d�termine the amaunt and q�sality of the work
campleted and materials furnished, and his decisions aad
�' estimates shall be final. His es�imates in such evsz� shail
� be a conditien to the righ:. oF th� C�n�ractor to receive �acr.ey
du� h im ur.de: the Ccn �� act . Th2 Owne= shall ha rs executive
a�s�ho:ity to en.o:ce and make e�fec�ive such necessary
V decisions an� orde:s as the Cont:actor fails to ca:ty ou�
p romc tI� .
� In Lhe ev�nt o� any disput� between the Engineer and
Can�ractor ever the decision of the Enginee: on a�y such
rt matters, the Engine�: must, within a reasonable ti�ne, upon
vritLen zequest cr t`:e Contractor, renda: and deliv�: to bcth
the O��ne_ and Cont: actor, a v: itten necisian or. the ma�te= in
cantroversy.
� CS-5.2 CCNFORMITY WZTH PLAVS: The f inis;:ed p:oject in a� 1
cases sha11 confo:m with lines, g:ades, c:oss-sections,
finish, and dimensions shown nn the plans o: any o=�ei
� requi:ements othervise described in the Contract Docu�ents.
Any deviation f:om the approved Contract Documents requ:r�d by
the Engi�ee: ds: ing corss�tuction vill in alI cases b=
� dete-mined by the Enginee: and� autho:ized by the C�ze= b:
. ChanCe Or3e�.
�
CS-5 tl)
�
CS-�.3 CO�RDIN�TION 0- CO�:�aCT DOCL'u�VTS: The Cor.�rac�
17�C'.:�2�C� d'� R13G�� lI� C: S?V?;3� S�CL►0:15� '�I�11C�1� �d�=?,'!
to;e=;-��: , a_ e inte:,��� t� �esc:.�� a^d prcvi�� fo: a c.:mol��a
a.^.� t15?:t:Z Q:v^�2�L� 3'G' d:1'/ ;?C�'11C?:ZI?:Z�S d�C�3: l�y' 1.^. G.^.e.' C°
tr1� S?_...C'IS 15 d3 :}lf:.a.:'77 d5 �`.i1Cl2y^�1 1� CCC:l:i?C� lil d� �
Sa��:�r5, ;f2 C35� CC �15CC?C3(1C:�5, f lc�'1:?� d::Tie�S:C^. S`�d� :
gC`J?:C1 O'I�i SCd'_?<;. G�:ifl2.^.S:O�15� '�� 3:75 S;'id:� yOV?i1 CV?=
S?eC1L1�3�20f,5� 5�2C:Z: GCRG�:�1CZ5 sha11 C'jOV?:Cl O`J?: Cj?.^.?i3:
cendi_iens and s:.anda-d s�eci�ications, and quantities s;�aw�
cn t��e p?ans s�ail govern cve� those s�ow.^. i:s the p_ccosa'_.
i�� COtI�:dCtOt S�1a:1 I70� t.iiCZ dC:V3;��`.3g? Oi 3:1V d._^.Cd:?!1� e�i�t
ac em:ssion in the Cen�ract Dac�meats, and the Owne: shall be
per�nitted to make such correc�ions or inter�re_a�ions as may
be dee:ned nec�ssary for the ful:ilimen� of the intent o` t:1e
Con t: ac � Oocumez �s . Zn the event t:�e Cont� actor discavers an
aooaren_ error cr disc:=oancy, he sra? 1 i��media�ely ca�l t:�is
condi�ion to the atten�ion cf tae Engineer. Zn the event of a
conflict in the d_a�+�ags, specifica�ions, or other po�tions oi
tha Con�ract Oocunsents which were not r��or�ed p:io� to the
ava=d of Contract, the Contractor shall be dee:ned to ha��e
q�oted the mos� expeasive resalution of the canfiict.
CS-5.4 COOPE�ATZflN OF C�I3TRa�TOR: The Centractar will be
furnish�d with thr�e sets oz t;�e Contract Documen�s and s:�a31
hav� avaiZable an the site of the project at aii times ene set
of such Gcntract Documents.
The Contract s'�a�l giv� to t�� vork the c�nstant a�tention
nAcessary Lo facizitat� the p=ogr�ss th�reo= azd shall
ccoQeraLe w�th th=_ Eag°Zeer, �.s ins?ector, a:.d o��'=
Cont:actors in every possible vay.
Tae CcnL.acta: s:zall a� aIl times ha•�e compe_e:�� pe,sonn��
availa�le to the oroject site for proQe: perfor,�nance o` Lhe
wotk. The ContracLcr s!�ail pcovide and mai�tain a� a11 times
at thA site of the praject a competent, English-speaking
su�e:intendent and an assis�an� w?�o a:a fully a�sthoriyed to
ac�t'�s the Con�racto:'s age�� on the wor'c. Suc�
suoe�in_endent and his assista�t shall be cara5le o: reading
a�d �ncecs:.a;�3ing t�e Cen_ca_t Decunents a�d shall receive and
fuZfill ir.structions frcm the Cune:, the Enginee:, c: hi�
a�thori2�� r�presenta�ives. P•s:suaz� to t'�is resvCl�ibility
o° the Contracto:, the Cen_racto: s`�aI1 designa�e i� v:iting
to the pzoject su�e�izt�nCe�t, to act as the Cont:acto:'s
a�en� on the w�:k. Such assis�ant project ssperin�endent
shall be a resi��nt o: Tar:an� County, '=�'Xd5 an3 shall be
subject to ca'_L, as is the groject Su�erin�encznt, a� a„y time
of the day o� rich= on any day o` the w'-'t cz v;�ich ��e
Ef1�1.^.?�� C:ZC?CiSli;tt>> ��la: CLL�_�:�5=a1C?5 i?yu�== t}'lZ �):e5�(1C� OCl
��1� 7:C1PCC 51_� C� 3 tZ�:25?n�d=1V? O° t�'� CO;1C:3C�0: tC
CS-5 t23
J
1
�i a��qua='lY P�ovide
t: a•�e1 :17 cu�l ic c�
praject ex;.ends o:
' p,oject rou�iag-
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for the saEety o: c�nve:�i�zca o� th�
th� ov�e: s of pccoe: �y ac: oss �'� ich tne
`he sa`e'.; o� Q�o�?:�y cor.tiguous to t;�e
The Contracte: s^a1I pcovide a'1 faciiitie5 to eaa51� the
E;�gin�e: az3 his ins�ecter to exa.:�:ne and ins: ect th�
vori:�a^sii� and ma��= ia? � entecing iato t'�e wc.k.
C3-5.5 =u_����C'.' ,�ti�/C� R�C'"i::C.a:':CN WC�R 'r::-ez, iz t:z�
�. . , ,
ooizion ^of the 0���= or Ezgi;�e�t, a conditicn c' e�erg?ncy
exi5�5 related to any �a,t oE the wcrk, the Contractor, or the
Con�ractor through his designa�ed reg:es�nta=:ve, shali
res�ond with dis�a�=h to a verba: zeques� mac�A by t5e Cwa�r or
ERgine�r to alleviate the e�e_gency conditio�. Sscz a
res�on5e shall oc�ur day or ni�3ht, whe*her t5e pza�ect is
sc'�eduie3 an a cal�.^.dar-dai or on a Working-daj bas_s.
Should tze Cont�ac�or fail to res�ond to a ze�;�es� from t`�e
£ngin�e= to te_ti_`y any disc:epanci�s, omissiens, e'
correctiens necessazy te confor� with the zequiraments of t�e
preject sgecifica�ions or plans, the Eagineer sha�I g:ve t:z
Contractor vritte:� notice t:�at such wcrk or changes a�a ta be
perFarrned. The written notica shall direct atten�ion to the
dis�zeaant candition and zequest the Con�ractor to taka
remedial 3ction to corr�ct the condition. In the eveat the
Contractot does no= take positive st�ps to fulfill this
vfi�t�n Zz�'1e5_, a= does no� shov 3ust ca��se fc= no= tsk:ng
t':�:e p: oee: acticn, within 2� hou:5, the City ma•. ta'c_ suc'�
r?media'_ action w•:th City forces or by contract. T�e Ci�y
shall thez decuc� an amount equal to t5e ent::e costs for suc�
rPmedia? action, plus 25;, from any fsnds due th� Con�ractor
on the project.
r5-5.5 FisLD OFFZCE: The Contracto[ s'�a11 p�evide, a� ��
ex�r3 com�ensation, an adequa�e fie�d o"ice fai 115Z ef the
Enc�i��er, if seeciEicaily called Por. Th� field office shail
b? no_ less than 10 by 14 fee� in f loor ar�a, subs �antia' ly
�ons�ruct?3, w�=i heated, air conditioned, Zi9'�``'�' the
ve�ther-pcoof, so tha� docum�zts will r,o_ be da�aged bY
ei?�ents.
C5-5.7 CO^�STRUCTiQN STAK�S: The Ci�y, th:o�gh its Engine?.~,
� � iines, a.._s,
will zurzish the �.ontractor Wi h a 1 5' �'P az
meas::c�ments necessa�y to the- p�ope: p�o�e=u�ien and c�nt_oI
o.` t?^e wa:k contcacted fer unde_ t'�ese Con�ract Docucnen�s, a:'id
1 ines, g-a3?s anC meass-ezents will be es�a�Iis'�ed by m�a^s o:
s_a'res oc othz: custom3ry me��cd cf r„a:king a� may be f�und
CO��S:S��'lt r1i ��1 C1�OG� j7C3CCLC:.
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r,1, C�-5.9 :NS?£CTIGy: The Cor._:ac�ec s;:a11 fs:nis� the r'.zg::-se�:
v:�:� e�>>=Y L2350�a'�:s faci?it•? f�r asce:ta:n:-:g vhet�se: o: nc�
the ���rk a� pe: Eo� �e�? is i:: accor�ance w: =:� the ra�ui: e^�ents
cE c`�e Contcact Occu^ents. i� t;�� Enginee� s� r?.;�.:?s..s, th=
COt1CC3CCOC SLld� L� a= a1y C:.',;z r'.c�:0:2 dCC?Q�d:IC� O� �`lZ WC���
li remcv� cr unccve� s°.:ch pcc=i�r, o` the f inis:��, v�rk as �nay b�
'al=?C:2C:, a:t?: ?Y3i�11a=10n, �Z2 CCll�i3`�O� 5�;3�1 r?S�.^.C�
� Sd:� QC�:�L'3t15 O: t�:.? W�L�C tJ =:.Z S=3'IG�d=� L?.^i'1:;e'� b'! C�'1?
Ct7RC'3:` uCC1t^t'C1�S.
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SilO'1?'� t�7e VIO:�C £X�CS?C�. C: eX�i't�f]?v OCCV? 3:����d:.�?� t.'.?
uncovA:ing or rem;.ving and re�?acing ei t'�e cov�=ing cr mak�czg
good o`_ the par_s re�noved sha�l he paid for as ext�a work, bu�
sho�lld b� wcrk so exposed or examine3 p=ov� to be
unacceota�le, t;�e uncove:izg or r_moving a�d tie ze�Iacing o=
aIi ad;acer.t d��ectiv� er da.:�agzd pa�ts s�a11 be a� t��
CantracGo:'s ex�erse. Ho wvr:c sha'_1 be dcr.e or mat�ria_s used
without suitabl_ supervisian cz ias�e��ion.
CS-5 . 10 R_MOVAL OF DE?�CTIV� AND UNAGT30RZZ�� WOR�C: �� 1 wcrk,
ma�eria�s, or ��u.�ment w^ica has been re�ected sha�l be
zemedied or r=moved and r�placad in an ac��gtable �anner by
the �.DR�ractor at his vwn expense. W�rk dcnz beyond the lines
a1d g:ades given cc as s:�awn on the plaas, except as here�a
specif ical�y previded, or any Extra work done without writ�en
authority, wili be considered as unauthori:.ed and done a� the
ex: e�se oi t�e Cantracter and �ill nat be paid for by the
Ownez. +�o:k sc doae may b� orde:ed r_�ov_d a� thA
Cont:actor's ex�ensA. Uoon the failure on tne pa�t o� ti-�'
Con t: 3c ta� �o coc�c _y v: �Z ar.y etde� of t^e £zg=ze�: made unde�
the �:ovisicns o� �:z-s oa:ag:aph, t:�e Eagi,�e=� will have the
a��hc:i�y to cause defec:ive work to be reme3iec� v: rsmoved
an3 renlaced and unaut:���ized work to be remover�, and the cos �
t��?: �o � may be dedscted f rocn a^y �cney due er to become dse to
the Centr3ctot. Failure tc requi:e the removal c.` any
def�c=ive or unauthorized vork sha:l not c�nstits�e acce�tazce
of sucn works.
� �5-5.11 SUBSTITUTt MATcRIALS OR EQUIP.W=N:: ZL t:�e
SoeciEications, la�, ocd:nan�e, coczs or regu?ations pz=T,��
Co��t'actor to fu:nish o: us? a subs�i�u=e t;�a� is eyual to any
� mate�iai o� eqsip�'-'� specified, an�i if Cant:acto: wishes to
furnish o: use a p:oposed su'os:icute, he sha11, p�_�= to the
o�eccnsLruction confe:ence, mak? v:it:.en a�piica�ien to
� E`�i���R fo: a�o��val oE s.:ch s�bs�it�.t� ce��it"Y_ng i� v-it�ng
tha� t;-�e p=000se�? subs�itute v�ll pe=fo:m a���ua�e�y t�z
func�ior.s call�� f��� by thz ge,e:a1 d�siqn, be s=;n:'a= a�� o.`
� eCua'_ s::bs�ance to tha� s�eciEied and be sui�ed to the sa:�e
use a.^,3 ca�able o: p': �o�ming the sa:n� fuactio^ as that
sr�ci�ie�3; an�? identifyin7 aiI va:iaticns ef th� p:o�ose3
�
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� q;ound, a�d sha11
mat�'ia?s shall b
pcomQ� i^s�ection.
be placed un�ec cove: �ri:en direct��', Stored
� Qiaced and loca�ed so as Lo f a= i I:ta=�
�, C5-S.I� EXISTI'3G 5:'�JCTJR35 A'10 UTii.iTi�S: The ?cca�icr. a.�d
C.�zns.ons shc�n cr. the Pians rela=ive to ex_s�inc u�ilit_�s
a;? ba;�_� on t`�e bes� iz_`�c�ati�n a��ai?a�Ie. Om:ss�cn �.on, er
� the incLusion o` u�iiity lcca_ions on the F�ans is no� to b?
considec�d as tne no�zexist�nce oE, o: a de�izite �CC3=10C1 cc,
eX:S_i'lc'j ll'1�::=g=G�=^G� U_11:_1�9. 'i:�� ZvC3`_lOCl O°. R13. 'J C3S
� Ii1d:n�� W3=c'r mai:�s, conds��5� 52'++?= Z17?5 3;1d 52:V1C� 11��25
fOC a1I Ut111C1e5� etC.� 1S ll:liC;10'.iTl tQ t�12 Q`"�tl?i� d:,� C:3Z
Ovn�r assumes no resgonsibili�y for faillre to shcw azy o� a'_1
� � suc� st:uctures and utilities on tha plans or to she� tiem in
zheii eX3Cr Iacation. � It is mutually agre�d t;Za_ such failur?
wi1Z not be censider�d su=ficien� basis fo� clai:ns for
additional compensa�ion for Extra wozk or fer inc=easiz� the
� pay auantities in any manaer wha_soever, ualess an cbs�ructior�
encountered is such as La necessitat� changes �n t5e lines and
g�ades oF coasidera�le magnitsd� o� requiras the bu:i�i:�g e`
� special works, provision fnr wi:ich is nat made ia t'�e [on_�ac�
D�cuments, in whicn case tna provision in ?hese C�nt_ac�
Documeat� far Ex�ra Wozk shal.L apoi1.
�
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It shail be the Contractors resaonsibility ta veri:y locstions
of a3jacent and/or conflicting�utilities sufficiently in
a3vance oF construction in or3er that he may neqetiate suc�
loca? adjustments as necessary in the construction proces� to
provid� adequaF? clearances. The Contractor s::a�l t='�= a=Z
neces�3:y p�ecau�ions in orde: to p.otac� a_1 exis=iag
�tilities, structuT�s a.^.d s�rvica Iines. Veriticatian o�
exi�ting utilities, st�uctures and servicP lines shali include
notification o` aIl utility companies at 2east forty eight
(4�1 hours in advance o� constructi�n including expl�ratorY
excavativn if aecessary. All verificatiun ef existing
utilities and th�ir adjustment shall be conside:ed as
subs_;.diary wo:k.
''S-5.15 II�"'�'RRUPT?ON GF S�:�ViCE:
a. *�ormal P:osecu�ion: In the norral prosec�uion of
wv^:�C MiR2=2 tht� 1^G?:ii1C'=10f1 O: 5?:v1C� 1S fS?C�553.'y,
th� Contractor, at least 24 houcs in advance, sha'1
be r�quiced to:
Z, hotify the kater De�art�nent's Dis�ribu-icz
Division as to loca�ion, ti�n�, az� sched�.:le o�
service i^terzuo�ion.
� CS-5 c7�
2. No�ify each custome: personally throuqh
res�onsib�e pe: sannel as t� ti�e and sc.`.e�ule
of the int�: r�.:pticn a� t;�e:: service, er
3. In the e�rer._ tza� per�ena: notifica�ian o� a
cus�omer cannot be ma��, a g:eoa�ed tag fe:�
shall be a�tache� to the cus:.er��er's entraace
doo: kncb. The ta; s?�a11 be du:able in
comoasition, and in la:ge bold tyoe s`�a?I sa�:
'tvOT : C �'
Due to Utility Improvement in
your neiqhborhood, your (water)
(se�ez) servic� rill be inter-
ruot�d on befiyeea
the hours oi and -
This incanv�aienc� Will be as
short as possible.
Thank you,
Contractar
Address
Phone
b. Emezaancy: in the event that an unior�se�z s�rvic9
ini�rruotior. ec:urs, aotice sha?1 be as abvve,but
i.�nmedia�e. _
CS-S,lfi MUTQAL R�SPONSiBILIT� aF CONTRaCTORS: I�, th�ough
acts or aeglecL oa the pa:L of the Ccn�ractoz, any o�he-=
Coatr3ctor or any sub-contrac�or sha?1 suf:e: lflss ar dama�e
on the vork, the �ont�actar ag:s�s to s�ttle with such ethe=
Contractor ar sub-contractor by agreement or arbitration. If
such ot:�er Con�_actor ar sub-ccn�:ac�or sha?1 assert any claim
against the Owner on account of aay da�nage alleged Lo have
been sustained, the OW�er vill notify the ConLracto:. *+ho
sha11 indemnify and sav� ha:miess the Ov�e: agains� any suc;�
claim.
CS-5.1? CLEAN-L'P: Clean-�sp o.` surplls and/or �ras�e mat�=ials
accu-�ulat�d on the job s i:e dur inq t?�e pcosecution o` the wo: k
unde; these ContracL Docu�n�n�s stiall be accomglished in
kez�inq wi�h a daily rou�in� esta�lishe3 to the the
satisEaction o` the Enyine�r. T:ren}y-:�urs faurs after
W�itten no�ice i5 given to the Can_ractoz tha� Lhe cleaz-uQ an
the job si:� is pracee�ing in a cranne: unsatis�actory to the
En3ineec, if the Centracto: fails to co::ect the
CS-5 t81
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� unsatis_`a_toty pcoca�ut�, the City may taka such di:ec� action
as the Engine�: de_:ns a��cop:iate to coc:ect the cleaz-u�
G�2�1C1��1C1?S C1C?� t0 Cht� COR�!3C�`.OL 1(7 Ci7? '�I: iCt��l C10.*.1C'=�
and tne c�s�s of s�ca dire�t a__ion, g_us 25� o` such cos�s,
S�dI l b? C:?.'�.�1Ct?.'�i F:O(Sl R10f1�?S (a.'1� CL t0 �'i?C^vRIZ Ca'1'� t0 t�7�
� COn �� 3C _OC .
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Uoon tie comr�?e=ion o` the project as a w5o'e as c�ve=ad by
thas� �on�ra�c GoC1:�t27�s, and befo:� Fina1 a=c��tance az3
final paiment ui:'_ b? ma3�, the Contrac_or sha'_1 c?ean a:��
r_mcv? fcom the s:_e o` t'.:e p���e�� ali su�olus and discar��d
materia:s, tempo.ary stt'1Ct.tlrZS� aad debtis oE eve�y kinc�, iie
sha?1 I�ave the site of a:l wczk in a nea= and or3erly
cond:tion equal to t:za� vhic� origina�ly ex:s�ed. Sur��us a::d
wa�te ma��:ials r��noved frem the sita of the we:k shall be
dispesed e` at Ioca�icns sa�is�ac�ory to �;�e E�ginee:. The
Contract�r shali t;�croug;�ly cZPan a�1 equi�men� and ma�e_ials
ias�alled by him and shal: d�iive* over suc� materials and
eq�iipment in a bright, clean, polisaed and nau appea: ing
condition. No ex�:a compensa=ion xill bz n�a3e to the
Cant�ac�oz fQr any cieaa-up required on the project.
CS-�.18 FIhAL IVSP�C'^ION: Wheaever t'�e work provided for in
and contemoia:.ed und=: the Con�ract Documents has be en
satisfactflrily comDlated and final cleaaup perfora�ed, the
Engin�er xill notify tt�e proper officials of the O�+ner aad
zequest that the Fina2 insoection be ma3e. Such ins�ectian
will be cnade within ZO days a�te- such nctif ica=ion. A�ter
sich f ina� izs�e�::�n, i: t:�e wer:c and matzcials and ecuipment
a: = four.� sa� is_ac�or�, the Cont: acLo- vi�I be noti� ied i n
Writin; c° the acceptance of the sa�:�e a`�er the p�o: e=
resol�i�ion has bz?n passed by the Gity Ccuncil. N� time
cha.ge w:11 be mad� acains� t5e Contracter be_ween said date
of notification o� tha Eaginezr and thA date vf final
inspection vi Lhe wor'X.
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P�,�:' C - G�'i'cR.1::, CCNDiTiGNS
Co-6 LcG,�L R�i,A� i0ti� A'�D PUB�IC
R :�POy5:3:'_.LT':
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5=�"'IC�+ C5-o L��.�� R=�A :':GNS A�iD PU3LIC R�S?:ti,� _�_...T..•.t
� C5-6.1 L�'nS TO H� G?�=�'•'-�: T�e Cor.�racror s�:aLi a� a:,l times
obse:•fe a�d c�mply with aII F�de.-al ar.d Sta:e La•.�s and Ci_y
ord_na^css anC ra;�•'_a=ic^s vi-i_!� i� anv �;a.� a`:ec� th� c�nduc _
o� ��e verx o� his oce:a_icns, az� shal? o�se_ve a�d cocr,olY
� vith a:1 ord�rs, ? a�*:s, or�inances and regulatio�.s which exis �
`� • ot �r`�ic;� ma.� be enac�e.�. ia�_: by bod�es having jurisdictien or
z au�hori_y for suca e:act:neat. No piea of misu�zde: s_anding e�
� igncraace thereo `�i j 1 he cansider�d. The C�nt. actor ar.d h�s
Sureties saa?I i;zc.'e:r.Zi�y and save har:nless the Cit� and a11 0°
i�s o�cice:s, agents, a:�d emoloyees agains� a.^.y a.�d all cla:�s
� o: lia�ility a= is:ng f;o� or basea on t:�e violation o� azy
s�ch lav, ordinanc�, regula�ion, or or3er, w?�ether it be bv
himszl: or his e�nployees.
� C5-S . 2 PER�!ITS AND LZCS'VS?S: The Ccntractor sha? i pzoc�s= a a'_1
per�i=s and licsnses, pay alI charges, costs and fees. and
, givs all netices necessary and incideat to the due and iaw�u?
� presecution of the work.
Cfi-fi . 3 PA'^£�JTE'D D:VZCES �!�'"ERiALS AND PROC�SS�S: T_= t?ze
� Contractor is zequi:ed or �esires to use any des:qn, devic�,
ma�eria:, or p: ocess cover�d by let��r, pat_n�, ar cooy=igh_,
he sha1l grovide for suc:� ase bv suita5le I�ga? ag�eernent vi�h
� the pa�entee or ow�er of such pa=ent, Ie�ter, or coQy�ig�tad
design. Zt is mu�ua:ly ag:ee3 and unde�stocd tha� without
exception the car.tract prices shall include all royalties or
cos� a:ising fram pa�e:�ts, trace-marks, and copy rights im ar.y
� way involved in Lhe work. The Cantractor an3 his su:eties
shall indemnify and save hazrless the Ouner £rom azy and a11
claims for infringe:�ent by reasen of the use eF any such
� Qatented design, device, material o: p:ccess, o: any
. traae-.�a:k or cccy :igh: in conr.ection wi_`� the vork agr�ed to
be performed un��: these Contract Documen�s, and �hall
in,'�em�ify the 0�^e� for a:�y c�s�, ex�ense, o: �a:�age �hich it
� ma;� be ob? iged to pay by rea=_cn of such in_`ring'�;:ent at any
t ime du: ing the pr;,secution o_` the vcrk o: a`te: cemYletion o`
t`�e �ork, provide�, hcwe•:e:, tha� the O�+ze: vill ass::me t;�e
� res�onsibili�y to de.`end a^y a13 a?1 suits brought for the
in:'cing�^;ent of a��� oa_e^� claimed to be i�Fti�ced upon hy the
�ry design, type c° ccns_:uction or ma=?rial or equipmen�
1' SOZGl�i2� 111 tti72 CO^CidGC. �CC1R1e�C5 furn?she� t�'le COf1C�dCCOt
. by �he Ow^e: , a^� �o hold the Contracto: ha_:�iess on account
a: 51Ch Si11C5.
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I^�-5. � Cn',`�yTrl�'� 77�c�T5:r�� i..� �O„ _;dG�_.. 5'13�! ?�-3J� =��
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3�C ?�1:�:�_ d.'.1C^C'j ..:5 ?.^..:"�i�'!??5 S.."'1 i?:'1i3=:���5 �f1 :?'���:
., y , _ � :.
C??d:l�i::?55 dC1� C:5?053� O� C�3i�d�? d.^.G; w,'.��? d� 'w�� _ L-3.^.'r C�
Z^„C�V�.^._ `�.�1� 1'1C�._'".+�:CCl d�1C S�.i?3C C� 1�]:?C,`.1��15 O� C.^.....3:_O'.:S
G��SZ3�?� d1� t0 ���?C�1V�_'�'� C=?'J�f:.. tne Ci�3_1CC1 C= d C:,.LSa.^.�-'-
a�cu_ t�� work o� a::�, P=�ce=ty e:�na_ oub:ic c� priva_a, aad
ssch regu? at iens as are re�uire�' by Law s�a11 be Fut iz�c
iT�^e�.a_� forc= a^� e_:�c� b•� =ne C��._.a__c_. �,.e r.e���3a_y
531i:.3:`f CaRV�:.�?.^.Cz� :0= L15? O: �3�JC�?;S 0�1 t�? '�%=X�
proo�rly secluded from public o�serva�icn, sha11 be
cons_�ucted and maintained by the Contractor and t�e�r us�
shall be st:ictly eniorce� by th? �ontractor. All such
faciliti�s sha1Z be k�p= in a clean and sazita;y cond��ion,
free fro� abjectiona�le odors so as not to cause a nuisance.
All sanitary Ia�s and regulations o£ the S�a_� o` T�xas a:.d
the City shall be s�:ictly comolied with.
�5-5.5 PJ3�ZC 5�?�'"Y Av� CONVr`iT_�'tC�': Materia?s cr e�ui�ment
s��re� a�out the wvrk shall be so p�laced and us�3, aad L'ne
work sha�l at a? I times be se conduct�d, as t� ca�se na
greate� obstruction �r inc�nvenieace ta the public than i�
conside:ed to be a�solutely nec�ssary by the Eng�.zeer. T'�e
Cont:actar is requir�d to raa:ntain at aIl ti:nes all phas�s o_`
his work in such a cnanner as not to i:apair the safety o�
r
convezi�ncs ot t?:e puhlic, including, but nat Ii;aite.�'. to, sa_e
anc� conven:ent incZzss and egress to prooe� ty con�ig::cus t�
t�e �+or;c a_-ea. ':`�e L�n�_act�r sha'_� ma:z� aae�ua�� Q=o'�:�icr.�
to ren�=r reascaa'��� izc: ass an� e; : ass �o= ncr:.ta: ve?::c'1=3=
�=3°-=C� 2XC� :C �::- �.^•�'j dC _ild� t:?�C:�:AC� OZ pi�e 275 �3�� 3�lOA
aoera=iens, at a?� driveway crossings. Such provisions may
i�clude brid,ing, place:�ezt o` crus�ed s�ene or g=a��e1 or such
othe: mea�s of p:cviding Qrope: ingr�ss a^d egr�ss fo: t�e
p�ooerty served �y the driveway as the Eag:ne_r may agciOV� as
a��rooria_e. Suc'.: othe: meazs may includ� the dive:sion o�
C: i-rz��av t=a`fic, vit;� speci: ic a�prova� by the Enginee:. Z=
di.v�_sicn c� t:a`_fic is a?prov�d by t'�e Er.gine�: at aay
loca_ion, the Ccnt:acto: szall �a:zz a._ance:�en�s sa_is`actory
to t?�e Enginee: a� a^y location, the Con�ractor sha'_1 make
ar:ange^en�s sa:.is`actocf to t�z Enq:ne'-= fo: the d:ve�s:on of
traF�ic, an3 s'�a1i, a� h:s c�-•n ex�e^se, provide aIl materia?s
acsd o�:fa:;n a? 1��rk necessa:y Fo_ the ccnstruc�io� a:�d
cr,ain_�na:�ce oF :oa3ua;s azc b:idges :or such dive:sion c°
tca ic. 5 �: ;ks ' be e� __ : a ex�e�� by s�ec.a'
a i ;.�a �� mus _ nc � s`�uc e -
pe; �;ssicn o� t`.� �:1y L:12=: .
�'i12 R1d=?:1dZ5 2X�3'13�?� aZ� ��':e C�CSS�.'UC�1C.^. Rt'�Z:'1d�5 S:1Ch dS
gi�e use�? in the co^s_:uc�ion a` t'�e w��k s`.:a1i be p1a_ed -so
as r.�� t� e^��:'-=: �he vo-k e- orev��= f'?� access to a:? .`i.e
h;.�'.ra^�s, fi�e a'_arm boxes, pclice ca�l bcxes, rra�e; va.v?s,
Ca-6 {2)
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� gas valves, cr ma:�holes in t`�e vicinity. T`te Cw�ne: rese,ves
the ri;ht t� re�e�;f azy neql�c= on t;�e pa:� e` the Coz=racto:
d5 L?^y3:'.�S t0 j,7ub� :C C^v(�'!?rl:?.'1C� a��a Sd°?_V V',^,1C11 �Std�! CC(r� t0
� its a__en�:on, aE:.e: t�•ea_•;-.eu. hou;s no_ice iz �_i=i:�c to
Li tne Con;.rac�or, sa�:e in cases o` e.�ergency w:^Jn it s�:a_� ha��'
t^e r ic'�t to re:ne�i a�•1 r.e.:ec� v:thout no _ ics, azd in e__he�
cas2, the cos= �: s.:ch wccx dc^e e: mate_ ia=s furz:s�e� by t:�e
Q Ow^e: er by tZe Ci.�'� s;�a'_I be Caduc�ed f�ecn monies du� o= t�
be_ome due to tZe Ccr.�rac�o:.
a Th? �ontrac�or, a`c�r a�pr�va'_ o° the E�g:ne�r, s;:a'_1 n�ti`y
• t;�e Fi=e Depart:nezt Kead��ar;.e�s, T:3�L1C Engineer, azd Police
De�art:nen�, when any st_ee� or a_lzy is re�ues�ed to be closed
� or obstruc�zd o� any f ire hyd:a.zt is Lo be ma3e inaccess:ble,
and, w�en so d i r ac * ed by the Eagine�r, sha? 1 kea� any s�. aet,
streets, �r high�+ays in condition for unobs��uctsd u= e by f ir�
a apparatus. The Contrac�or shail promct�y nctify the Fir�
Depazt.�nent Headq�arters w�:en all such obs:ructed s�re=�s,
alleys, or hydra:.ts are again placed back in serv�ce.
� Where the Contractor is required to construct temporary
bridges or make ot;�er arrangemeats for crossing ove: ditches
or s�reams, his zesponsibility for acciden�s ia connecticn
� with suc'� cr�ssings sha'_1 include the zoad�a:✓ agoroaches as
well as the structures of such cressings.
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The Contractor shail at aIl tix�es conduc� his ooe�a�ion and
the use of�eons=ruc�ian mac�ine:y so as not ta da:�age o�
destroy trees azd shrubs loca�ed in ciose proxi;nity to or an
t:�e site ef t'�e vcrk. W`e:ev�: aay such da�age may be done,
the Cont:actor shall immedia_ely satis`y aIl cla::ns of
Q:oQe=ty ovne:s, ar.d no payment will be made by the Cw:�e= in
settlement o: such clai:ns. T�e Contractor shall file vith the
Enginee: a w�itten s�a�e.^�ent shcwing aI? suc'� clai:�s adjus�ad.
C6-6.6 PRZvILEGES OF CONT�ACTOR IN S"'��ETS, ALLE.S, AyD
RIGi�?T-Oc-wAY: cor the pe:formance o� the contract, the
Con�ractor �rill be pe:mitted to use and occ�soy such portions
o� the public s�ce��s and a�leys, or othe: public places or
othe* rights-oi-w3� as p:ovi3ed for in t?�e ord:nances of the
City, as �hnu^ in the Contract Documeats, o: as may be
s�ecifically asth�rized in v:iting by the Eng�nee:. A
zeasona�le amcur.t of toois, mat�: ials, and e�uip:�ent for
cons�ruction pu��eses maf be storea in such soace, b�.:� no more
tha� is necessa:y te avoid delay jn the construction
coerations. ExC3V3ted and vaste ma�e:ia.s s`�all be pi?ed ot
sta�ked in such a.+ay as nc� to: inte:fz=A With the use c:
s�aces tha`_ mav be designa_ed t� be le`t free and unobs�:ucted
a��d so as net to inconve^ience occupan_s o: a3ja`e^� r:ocerty.
I� the stree_ is eccuciea by railway tr3CY5, the vork s'�a?1 be
C6-6 c3f
ca=:ie� o.^. in sucn ma�n�: as no� to inte::?:e vith tZe
G��'a:iOn Q� t:3:�.5, �CaG=:.^,c'j O; u�1�Q3�:nC O� Ca:s, A�C. Gtf7?:
CCc: �� d��O C� CC L:i� C�+��: ':d�J� i0: d''. � '�L.'v05?S L?.^Z�1:� ?'� DY C.^,8
cor.�: a� _, en�er u�oa t�e vo:k a,a ^�: �.^:.�se� u5�� b,� ��:�
Con:ra__cr a-:� s'^a=1 F? pr^,v:�e� a=' :��s�r.a'�:� f3�iii_ies a�d
�
ass_5_a^ce fcr tze co:�Y?�_ion c` a�'ioiniag v;,:x. A�.�
dCC._lOrd� g'Ou^�3 G�?SL�?<.3. .F`iV �;7$ CCC:..;3C�.^.T iOi tl_.� L'S? 5(:d��
.
he p_cv:�ed �y h_.:, a� h�s cvr. cos� a^� ex; ens2.
.
C5 5.7 R;:�'fi�'' C����_vG�. w�;�z t`;� �:crk enc�cac:-�es upen a.;y
rig:��-o:-�:ay c: any railwa.�, t:�e City uill secu:e t:��
neces�a.y easer:en� for t;�e werk, w;;e,e the ra�I��a•.� tracks a_e
to be c:ossed, the Contractar s�a2l ob5�:r� a=1 the
regula�ions and instructions oc the rai?�ay c�mQanv as to t;:e
crte�ho�s of pe��or:aing the wor�C and tak� a�l precautions fo:
sa�e�� a` prao�rty and t:�e public. Negotiations with t.:ze
railway c�c�paz:es for per;nits shall be dcne by and through t:Ze
City. The Contractar sha11 give t:�e City notic9 nct Iess than
fiv� days pricr te tze time of his inten_icns ta begin vork an
tha� po�tion o� the pro�ec� v�ich is rela�ed to the :ai=�ay
prooe,ties. The Contrac�ar will not be given extra o=
additional c�mp�nsation for such raii�ay crassings unless
speci �ically s�t f:�rt:� in the Contract Dccuments.
CS-5.8 Bi�R�TCADES, WAR*lZ?�GS AND WaTCH�lE�: W-here the work is
cazried on in or adjacent to any street, alley, a� public
gZace, the Cant:actor sha'_1 a� his awa ex�eas� furaish, e=_ct,
and mai�ta�n ssch ba:ricaCes, fenc�s, lig�ts a:�d danger
signa_�, s�all g�evid� s::c:. v��c^;ne.^., aaC s`:all �ake alI such
ot�er precau�iena:y rneasu.�s for �:�e �re�ection oL perscns o:
�: op�� t�; aad o� the wcrk as ara nec�ssa�y. Ba:LiCdCizS aad
fenc�s shall be gainted ia a c�lor tha� will be visible at
nia�� �:flm ssnse� to sun�is� the Contracto* s'�a1I f�srnish
anz mai��a:a a_ least one easily visible burnina light at each
ba: ri�a��. A sufrici?nt nu;,ice: oc ba:zicades shall be er�cted .
and mai��ained t� kee� oedes�:ians a::ay from, and vehicles
fram being d:iv�� on or into, any vork unde: construction or
bei�.�; ma:^�air.e�. The Contrac�or shall furzis',; watchmzn and
keep the:� at th�i: �espective assignments in sufficient
nun�ers to cro�ect the �rork azC p;�v�-�� acc:den� c: da�age
t�� 1 1�15��� � d�1CC:5 d�� p-CC?t'.�i'AS 5�?�� L C2 CO^Si5�ZC1� WI��l Cyle
provisi�ns sa� fc: �h in the '19�� T�xas Maz�al oz Unifcrm
Tr3: i 1C �Cfl �r:rl �+e`� iCeS �C: S�i2?�� dC:�: c:17F1*t3� S� 255'.:e'� S1flG=�:
th� a.:thc:itv o` the "S�a�� c`_ Texas U:�iform Act Regsla=:ng
Tza`� ic cn riich�:ays", coditie� as A: tic?e 670id �eron's Civil
5:.3tu�es, partine-:� secti:,;,s beinc Se_�ica N�s. 27, 29, 30 an_3
3�. .
C6-5 (4l
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�'T The Contracctor vill nc_ re:n�•r� any :_gula`.ocy sZqn,
1t75�.'ll=�.ldfld� S:gn� 5�:??�`- na�? 5:�7� OC O`..�1�� 51g:1 V:�iC:l �135
be�n e:zc_�� by the City. I: it is d��e.mined t;�a= a sign
mus� b� re•r.ove3 to pe=r=t rPQu=rea ccns�ruc�icn, the
� Cont-actcr sha'_1 con�ac_ the T_ansocc_a�ion an� P•s�ii� wcr�s
d��a: t•�ent, S:.g'�s an3 Ma�kings Divisicz ( Qhone n�s�:.e:
g�+�Q-g'�%�)� t0 r?.;�OV? t'.7? S:yt7. i."1 C!1? Cd53 O� �?y'1�3*O��
� signs, the Contractor mus� re��ace t:ze pe_-�a,e^� sig� w;�-� a
t2:ilaO:aiy S1�'ytl Iil?eting t}le rey�i�r�Tt�7�5 O� t'':? djC'J?
r?°�: Z.^,C�'� R13:1'13� d�G� 5'1C`! �Z'St�Oi 3�V S 1C1R mus _ be 2�15 ti3:� Z.'a.
�'1 p: ior to the re�cva= et the per�na:�ent s:g�. I: the t�mpera:y
_ . sigz is no= installed cc:rectly cr if it does not mee� th�
required s�ecif ica�ions, t;�e per�an�nt sign sha11 te I'--`t iz
� place urtil the tempora*y sigz requitemen�� a_e met. w��=�
� eonstructian work is comole�ed to the ex_eat that tze
par;�aneat sign car. be ra-i^stalled, Lhe Cont_ac_a: sha? I aga_n
contact thz Sigas a�d Ma:kiags Division to ze-:as=a'1 th�
� permanent sign azd s;�all leave h:s tampora_y sign in pl�ce
�tntil such re-installation is co�ap? �ted.
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The Ccnt_actar will be he_d resgonsih:e far a_I dama�e to the
Work or the public due to failure of barricades, signs,
fences, lights, ar watchmen to pratect th�m. '�lheae'Jz�
evidence is found of such damage ta the �erk the E.zgineer may
order the damaqed pcztion imme3iately remove3 and re����� The
the Contractor at the Contzactor'S awn expense.
Contractor's zesponsi�ility for the maintenanc� of barricades,
signs, fences and ligfits, a,zd for grovi3ing wat�?�men shall not
cease un�il the oro;ect sha'1 have heen comoleted azd ac_epted
by t5e Cwr.er .
No compensation, exceo� as speci�ically provided in t`�es�
Contract Documents, wi12 be paid ta the Contractor for the
work and matsria?s involved in the cons�ructiag, p=ovi3ing,
ar.3 maintaining of barricades, signs, fences, and lights or
fot salaries of watchmen, for the suhsequent remav3l and
dis�osal of such barricades, signs, o: for an: other
inciz:entals necessa:y for the p�oge� pcotection, sa_`ety, a^�'
convenience of t;�e puhlic during t5e contrac� pe� iod, as tnis
.ror�c is considere3 to be subsidia�y te tne seve:a? items for
vh:ch uni� oc lum� sum pcices a:e re�;�es�=� i:� the P�oeesa'_.
^6-6.9 USE OF EXPLOSIV :S, DRCP �=ZGH':'. E'�'C• Shou�d the
Con�cact�r alect to use explosives, arog we:ght, e�c., i� the
pcosecutien of t:�e work, t'.:e ut��os� ca�e sha:l be exe�c:sed at
all ti�nes so as not to endange: li�e cr prope: ty. The
�
Con�tactor sha? L noti�y the prooe= r��'252'lta:.iv� o- a�Y
o�.;h? ic s�.vice corpora�ion, any cc��31Y• i�dividsal� or
d the 0 � nct less than tV=n�Y'�o�r h��=s in
u=ility, an wze�►
_6-fi (>>
a3vance o` the use o` a�y activity w?�ich migh� da,r,ac� er
e�da�c�� t!��:r or his proce: �, a±ong e: adjac�nt to t�.e wock.
W:1?:Z t}1? LIS� 0= PX:�OS�V�S 1S .�.0 tiJ2 �)�C,ill�`.�'.2'G� CCl ��? '�rOj?_:�
d5 5�+?C:��?^r� 1;1 t:'12 Sv2Ci31 CCtSC�dCt DOC1f�tEi'SCS� C� tf2? 115? Of
en��QS�V�S �S i�_^_L:��`..?�� t:i? C.^.l7:!3C�CJ: S�id�� SI�C��l� T10�:�A t0
the �nq:ze�: in v: i:.ing t••+e;:�y-fou: heu: s p� ior to co:�,;,�nci^g
and shall furnis'� evid�nce tha: he has insurazc= cove:ag� to
Qr��ac� aaains~ a�,f da;�a7�s ar:�/��. inju:i�s a�isi.^.; c�= c;
ssch use o� ex�lcsiv�s.
AII clains a:ising ou� of the use o� explasives s`�a1i be
inv�stiga�ed a�d a w�itten r_port ma�e by t:�e Contractor's
iasurers to the E:�g:�ee: within tea (?0) days aft�r receipt o�
�:-i��en notice o_` the cla::n to the �ontractor from eith�: t;�e
City or the clai:�ant. The City sha_? pracaed ta g:ve notic_
te the Contracto: o`_ azy such claicn. T;�e use c_ ex�ios:��es
may be sus�ended by the Engi�e�: if any comp2aint is rec�ived
and such use si�a? I no� be r�ssmed �xntil thz cause er the
complain� has been addresse3.
Whenever ex�les ives a: e s�ored or kept, the; s:�al? be st�re�
in a safe and secure manner and aIl storage places shal3 be
pZainly marked 'DANGEROUS EXPLOSIVES' and shai3 be under the
ca:e ef a comDetent s�atchman at aII ti:nes. All vehicles in
vhich expiosives arz being transported shall be plainly marked
as mentioneC above azd shall, izso_a: as possible, not usa
heavy t_a:sic rc�tes.
C5-5.10 �tORY W_:-_TV �����!�V^S. �the:� the �crk r�asses over.
t;�rcug�:, o: i:to oriva�= prooer�y, the CMrr.er wi?I provi3e such
right-of-vay or ease�ent p�ivilz9es as �he Ci�y may dee:�
necessa=y for the presecution of the vcrk. Any a�ditional
:igh_s-eF-way o: xor;c a:ea �onsidere3 necessary by ths
Contract�: shall be pr�vided by hi� at his own expense. Such
additional rights-of-way or vork area s'�all be ac:,ui=�� for
the_�e^�°it oi th� City. The City sha11 be notified in
w: iti�sg as to t;�e r:ghts so acquire�? be`c:e �rcrk b?gizs i� the
a`fected a:ea. The Contractot shall no� enter upon private
p:coer�y fcr any purpose without having previously obtaiZed
ge:;�issior. fro^� the ewne: o` suc� prooe:ty. The Contracto�
wi�l no� be allaw�d to s_o�e equipmen:, or ma�e_ial on g:iva_e
pr4p�rcy u�I�ss aad until the soeciil2� aporova2 0� the
pcope:ty owne� �as be�n s`cured i� W:i�izg by t:�e Cor.�ractor
az� a c�p� =urnis�ed to the E�gine�:. Unless speci f ical? y
p:ovided othe:vise, thz Cont:acter shall ciea: aIi
zights-o°-uay or ease�nents oE obstructions which m�.:st be
re�ov�d to make possib:e proce: p:esecution o� the wark as a
oa:� e` the p�o:ect co•^.s�ruc_ien or?ca�ions. Tne Cont.a:.�ot
s:�all be :esponsi�le ic: the preservaticn of and sha_1 use
C5-5 t5)
�
�
ev�: y Q: ecau:ion ;,� p: event da�;age to a'_1 tre�s, sh:uboery,
� p:,an��, =avas, fences, c�sl�1e:ts, curbiny, and a:1 o_�e: ty?es
�- C� S:.Cl1�Ctl:ZS OL' 1�r,:oV?:�?1C5� CC a:� VZ�?: � S�':?=� d.^.c3 C�dS
L1�25, LO dLZ C�t1G�'1:'.5 � CV�;i']?3G� �C_? I:Z�S � O: d��uCC�:1d1C�5
' C}1�Cc�� i� 1:��.� L'C 1:1�'y *.Z� CO[15 =: 1C � 10�: C: t?'�CTd't f?^C��, d.'I�
� to aIl otne= pub:ic c: g:iva_e p=OC?rty a_on, adjacen� to t;�e
vc_�c.
� Th� Cor.�ractor s'.^a'_1 r.oti`y tz? p�ooa: re, :ese:.ta`_iv�s o_`
ow^z:s ot eccu�az�s e� p��Iic or private la:�cs o, iata:es� in
lands w�ich migh= h� a`_:ec�e� hy t`�e vo�:c. S�c`: notice s`a?1
� ba made a_ leas� 43 hou�s ia advance o� the beginn:zg o° the
vork. Notices sha�1 be ap�Iicabl� to beth p��Iic a�� pr:va_e
utility cam�anies or any c�rpora�ian, ccmpazy, individua'_, or
othe=, either as ow-ers or oc�upants; whose Iand or int�r�st
V in land might af fe�te3 by t'�e W�rk. The �ont: actcr s;�a11 be
zzsQonsible for a:l da�age or injury t� Q:operty o� any
eharactzr zesulting frem any act, omissicn, neglect, er
� misconduct in the mazner or method or execution ef ttie vork,
or at any time -duA to de=ective wozk, matarial, or equi�mer�t.
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When and where any dizect or indirect or injury is done to
public or priva�e preoerty en account of any act, omission,
neglect, ar miscanduct in the executian of the verk, cr in
coasequeace of the non-execution thereo£ en� the par} of the
Caatractor, he shali res�ore or have r=s�ore3 at his o�n c�st
and expease. such property ta a coadition a� lzas� equaZ to
that existing be�ore such da:nag� or injury vas done, by
zegairing, rebuildin„ or othe:vise replacing and restoring as
may b� diz�c�ed by t?�e Owner, o: he s�ali ma:ce good sucz
da:�ages or injur�� in a mannz. acc�p�a�_e Lo the c�+ner cy �'��
Q:oper�y and the Engi�eer.
AI1 fencas enceuntered and removed durinq construction oF
this project shall be restor�d to the origina; or a be�ter
than otiginal eandition uoon ccmQletion oi t?�is praject.
k'�en wire fencinc,, either Wir� mesh or bar5ed Wire is to be
crossed, the Con�racto: sha?1 se� cross brace3 pests on
either side of pe:�anent easement b�fore the fenc� is cut.
Should a33itional fence csts be necessa�y, the Contracto:
shall prc•ride cross braced pos�s at point of the prcposed
cut in addition to the cress braced pests provided a_ the
pe:�►anen� easeme.^.�s limits, hefore the fence 15 cu`_.
� ?e�:aora, y f e^ac i ng sha? 1 be e-ected in place e.` the f�r.cing
removeC w�enever t?^e vor'c is not in p, o, : ess a�� whez the
s i �� i s vaca _ed cL �: nig'�t, and/or ar all ti^�es to p. even�
Ft 2i��estock fcom ente_ ing the construc�ion area. ?'he cos; fo�
f�nce re-sovai, tem�ora:y closures a::a replace^z�= s�a?1 be
subsidiary to the va:ieus ite;ns bid in the project
L
C6-6 t71
�
proacsal. The:e.c:�, nc s�?a-a�s pay�ent sha'_L be a?Lowea '
fcc a:.y sarv:ce a3sccia�?� w:��: t:,_s �cc�c.
Z,i CdS� O� L3�1'1C? C^ t.�l? '�]d. � C� t,.? C^v1_�3L�G� �`,.� t?S.`.:.�?
St:C�.^. CCOC?: �Y .~.O 211z�C= C�::CG= SI:C�'.7 C:a.'.;3y^�? C- 1.^.���1: f� �`.Z� C'���-
R�d'� � ll?C�1 �� t1C'.:r �= ►�:'Z nC�.1G� L1C1.'�.?: C:C�..:.^.d�Y Ci�..�l(�15�3QC?S�
d;:� `.i:�(1Ct2� f:0=1�� W'1?.^. a nu:53�,C� C: �:3�3:C0'1� CC��1�1C'I
t:51? CS, DrOC��Gz C� i?�3:'� L?�t_11'Z, C: CC`c':'.i.5� L?S�O.? 5'1C,'Z
QCCG2� ``I d5 Ridy he G=?`..ei.�il:�?•? �j� t^? C''«,^,?: t0 '�.`e [:?^�?533i f i
dZC t�:1e COS � C!'12: _�'� N: �1 �e �?4��:� ��'� i:.',R1 d:1� tStOn 1�5 a1? O;
ta becocne due Lo t;:e Contractoc unde: this Cor.tract.
C5-6.11 IND£?E�t��'�"' CON'"3aCTOR; I� is u^derstocd an� ag��Jd
by tze Qarties lz�==to t�Za� Contracto: s:�all per�orm al� vor:c
and services hereunder as an in�e;endeat cont�actor, and net
as an o`.f icer, ag�� �, . sarvant e: emplc; ee of t:ze O�+ne: .
Cont�actoz sha�I have exclusive c�ntrol of and t�e exclusiv�
zight to cantro? the details of a� 1 the xork aad serv:ces
perfor:�ed her�undsr, and a:I persons perio:ming sa.�e, and
shail be solely r�s�onsi�ls for L:�e acts and aniss:ons o� i_s
officers, agents, servants, e:nployeas, con�ractors,
subcontrac�ars, Iicensz�s and invite?s. The doctrin� o�
respondeat superior shall not ap4ly as between Ownez and
Contractor, i�s offic�rs, agents, emoloyees, coatractozs and
subcontractors, and nothing herein shall be construe3 as
creating � partneTship or joiat enterprise between Owaer and
Contractor.
C6-5•I�'. CVNTR:,C".'G�'S R.._?^v�Sr3_LrT'' rV� D?,'"aJ_ C�A_?�!S
Concrac�or cove.^.a :cs a^d ay:>>s to, aad d�es here�y inczmnz:y.
hold ha:mless azd defznd Gwne:, its o�ficers, agents,
s�rvants, and employe�s f:cm and aga:ns� any an a�I claims or
suits for propecty damag� c: Iass and/or personal injurg,
inciu�ing �ea}h, ta any a^d al� persor.s, oi Whatsoeve� kizd or
charac�et, whether r�al or asserted, ariszng ou� o� or ia
connection wi�h, �i:ectly or indi:ectly, the Wark and servic�s
CO b? �7?CiO.*tI1c�G� t1�?';?'1�G�?* �:V Cv^RC�dC�`.Or� 1t5 O�f1C?=5� dCj?llt5�
e�n�ioyP�s� COC1trdC�0i5, SL`.�".C�f1C:dCt0�5, LiC?n5z�5 C� 1f1'J1Ce?S�
whe=t�,e: or no� caused, in whole or in pa:t, by alleged
r,e;ligznce on t;�� pa:t of o`fic�:s, agents, se:vants,
el�?Iey��s, cont: actors, s•.:bcont:ac�ors, licerse�s and inv:te�s
e_` tn� G�n�=; anc said Contracto� does he:eby covenant and
a:;:a� to assume a?1 lia5ility and resoor,si5ili�y o` Gw-:e:, ._s
oF E ice, s a,�nts, se: vants a^3 e:;,�l�ye�s for Qrooe_ ty a��Tidye o:
Ioss, and/or pe*�onal inju-i�s, inc?uding dea�h, to any a:�d
a:I Fersor.s o_` w�'�a�soever kind o: chara��e� , w'�e�he: :�a1 0:
ass�tte.a., a� ising out oE o; in ccnr.ection with, di:�c�ly ar
i^di:ec�Iy, the �o;k a�d se:vices ta be pe:Eo�:�ed he:e'1�1Vt'i by
�entcacto:, its eE£ic�rs, agents e^p1oY'zs, ccnt:acte:s,
5'.:bCORCCdCtO:�, 11�2r15��5 d.^.� 1.'1V:�.'�g� y,�';2=�'SP: Q� n0� Cd'15�'�i
Cb-5 (?1
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�'1 1C1 v,'101? O: 1�1 pa: t� b� 311oy^�j It?giigence O� OF�1C��5�
dy�+7�5� 53�Vd:ltS� ?:r�lOY??S� COtlt.:d':'tOtSr Sii}JCO�ltra��`.00S�
ZLCPl1S??S O: 11V::e?S O° Ch� C'.+:1�:. COf,:t3CCOC LLiC?`.115?
� ccv�nan_s a-:d a�,��s t�, a^d dces h�_eby, in�e:�ni:y a:�d hc13
� ha��?ess Q4-se: frc:� azd acaizst anv and a:1 inju�ies,loss o=
da,�ag�s to pcece:�y c` t;�e Cw^,�= during the Qe���:�a�ce c= a::;�
oL t'�e te�.�s azd c�n�iticns o° this Cor.�:act, v:^.ethe' a� is;ng
� ou� ci er ia conc:ec_icr. vi�h or resul�in5 ftam, in v'�o�e or i�
pact, any and a' : a:Iege3 acts or omiss;cns o` o`_�icers,
a,�?;� �� � 5?; V3:1t5 � e'T:�i.Q'���5 � C�^ _r3CC0� �� 5'15CC(1`..td� =0� 5�
� licens�s, or invite�s oE the Cwner.
in th� event a w� itten cla-m fo: da�a3es against th'
Y eontractor CZ 1�5 SVbG�t7�=dC�OrS r=ttld�tl5 11Z52��ied dt ��lz �=�Z
� aIl �+ork on the p�oject has be�a c�moleted to the satis`acticn
ef the DirQc�o� o� t�e Wa��� Depart:�ent, as evidenced by a
Einal insoection, final paymeat ta the Contractor shall nat be
0. zecommended by tae Direc�or o� the Wate= Depa_t:nent fo= a
period ef 30 days after the da:e of such final inspection,
unless the Contracto- shall su�mit written evid�nce
� s3tisFactory to t�e Directar tha� the cla:.:. has been sett�e�
_ and a release has been obtainea from the claiTant invalved.
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Zf the clai�a cflnce�aed =emaias unsettled as of the ex�i*ation
of t:�e above 3�-day pe=iod, the C^.ntracter may be ae���a to be .
entitled to a se:ai-final payment for work complet�d, such
semi-final pay�ea� to ba in an amount equa' to the total
- dolla: araount then due Iess the dolla= va,ue or azy xricten
elaims pen�ing aga:ns`. the Con::acto: a=ising cut c` the
perfor;na::ce c: s::ch Wer'<, ar.d such se^�i--_nai pa•�-nen� may then
be recommsnded by the Directo:.
T5e Dir�ctor shall c�ot recommend final pay�ent to a Contractor
against Whom such a claim fo: da;:�3yn5 is cuts�anding fcr a
p�riod of six months following the date of the acceotanc� of
t:�e v�r�c p�=for:ned unle.ss the Contractor submits evidence in
wri��ng sa�isfactory to the Di:ec��r tha�:
1. Tne ciaim has been settled and a re? ease has been
obtai�e� from the clai:�a;�t invoived, or
2. Gcod faith eFforts hav� b�en maa� to settle such
outs=a^�ing ciai�s, and such good faith e`co��s
hav� fa:led.
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I: ccn�' : t ien ( 1) a5ove is met a_ a:�y ti�ne vithin t'�e s;x mcnth
p?: icC, the Directoz sha'.1 r�coc� end tha=� thz final pay�ent to
the Contra_tc: be made. I`_ can3ition (2) above is me� a� a�Y
ti�ne wit;�in the six mon�h p�:ioC, the Director may recorr.;�eza
chat the f inal Qay:�ent to the Contractor ha maae. At the
�b-6 (9)
. �
ex�i:a�ior: c.` G?�e s:x mcnth o��icd t7e Di-e_�or mav rec^.c,.��z�
tha;. f inal Qay.r,�zt b� mad� iF a;1 0�::�: vark has beer.
Q?: �CL'�?.�. d:+a d�� O�}i?� C�.^.� _�3=iv�15 C� �}1? CC^�idC�O� rld'J�
.�e.';:'1 �StZ_ LC Cy':� Sd_15�3C�.�^ C_ C:':? Q„�C=C�.
�i.^.? �l.?.^.�0� RS��Jr 1= he �2o„S 1; 3C��OC�id_�� C?�15? `�.:. aC��._^.�
h_C:3 O(: Ct,'lZ: +v3=?: l.'�?r.3:_::?::� COC,.`.:d�� HOt�< L:Jiil d CC,^._�3.^.=0..
3y^3:n5� w^CRi a Ci3:.�t fO: Ca�T�a;?5 i5 C1:�5_�;.�i:IC� 3� d L�S1i� Oi
�ett p�; �ec�ne3 un�'e: a City con�,ac�.
Cb-b . 13 CONTRaCTCR' S CLA_'�! F;;R D�u.;G��. S�cu'_d the ront:actor
cla:m ccmpensa�icn for a�y ail�ged da�age by reason oL t2�
acts c: omissions ot the Cv�e:, he shall w�thin t�re� days
aft�r the actual sustaining o= such alleg�d da;aage, mak� a
w:itten s�ate�ent to the E,ginee:, settin7 out in detail �he
natu:e of the all�ged damage, and cn or beyore the 25�h day c_
the menth succ�eding tha� in vi�ich any suc� damage :s ciai�ned
to have beez sus�ainAd, t:�e Con�racta: sha? 1 file Wit:� the
EngizeQ: an itemized statement oE the details and anount of
such alleqed damage and, upon reyuest, shail give t:�e E:�gineer
access to all books of account, r¢ceipts, vouchers, bills o�
lading, an� other bao;cs or papers conLaining a^y evidenc� as
to the amount o� such a??ege3 dama�e. Uniess such s�atz:nen�s
shall be filed as hereiaabove required, the Centractor's c3ai:�
f or compensation shali be waived, and he shail not be eatitled
tv pa; :�ent on accaun � of suc:� damages .
C6�s.2� ADJUCTLf�1j'� (�iR PZ�:rvCe�:�l�� {�'^ ���:3Li` U�1LTT��Cr �'^C..
�f] Cd�? 1= SS R��?S�d�� �O Ci13ZC?i IDOV�f O� 3ZL^�ci lA ai1�J
manne: tz� prcoe_ ;.; o` a n��:ic uti__ti or c�:�ers, the said
p.oQer�y sha�I nc� be mcve� c: inta_:e�e3 wiLh until e:de�s
the� euoon have h�en issuAd by the Encinee.-.. The right is
zeserved La the owners c� pub?ic u�ilitizs tc enter the
g�og.a�hica? limit� cf the Con�rac� for t::e pur�c<_e o� ms�izg
such c;�aagzs o� repaizs to their property that may be
necPssa;y by the pe=formance o° this contract.
C6-6.1� T_vP�R�R`' S�ri:R Au� CR;,IV CON�:��.TICt3S. �i`�en ex:s�inc
se••��� l:nes hav� to b� ta:cen up o: re:ncv_c, the Cor,�ractor
shall, �= his cwn expense azd cost, oyovide a^d ma:^tain
�
te�noc�a-y cutle_s a�� canne_ticns fo- ail c= iva_� c: p�'�lic
dca i n� and s_w�: s. T�e Ccn �ractor s'.:a'_� a,s� taka ca= e e: a? 1
s��a�e a^3 dra:nac� which wi1� be rec�ived fre;� tnese d:ains
an� s��.rers, a::c fcr this p�s:�os� he sha11 nrovide and
mai�tain, at his own cos� and ex�e,�s�, a�ecua�e pu-�ping
_acili�i�s a^d t�.:,^o.a�y ou�le_s cr dive:s�or.s.
The Cer,tracter, a` his oWn ccst and ex_ense, sha_? co^s_cuc'_
S11C�1 C:C�.IC}S5� Q��^.�'S� Q: C.'.[l?i S�Cl1Ctl:!?S R?C?SSd: V� d^'� be
przpa:?�? a� a=1 ti:-�es ta dis�cse cf d=a:zage a^d s��•+age
C5-o cl�)
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D zeceive� f:om these te:a�orary cennectiens ua�il such tiases as
t'�e pe:�nazent con^ec;ions a:e built and a:e in se�v�ce. T:�e
exis`iRg ss•.+ers ar.c� connections shall be ke�_ in se�vice azd
maintained und�: the Con�ract, exce�� wh�a s?ecified e:
� o�3erad t� be a�azdcned hy the cngizeA�. A_1 �a�e:, se��a,�,
azd cthe_ wa�te s�a11 be dis�cseC o� in a sa��s�3cto�y maane�
so tRa`_ no nuisazc? is c:ea�ed azd so �;�a= the �rc�:t uade�
� cons:.tuction wi11 he adeYua_eLy pr�tected.
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C5-S . I5 A���VG='".�V:' A�ID C:?a�GES FOR Wa':"�� FJRN:S:-?=D 9Y T:?�
CI:'i: �hen the Con_ra�tor desir�� to us� City r�a�s: in
cennection with any const:uction werk, he sha11 ma�ce ccmole=�
and sa�is:actory a�taagemeats with the eort 'rJorth City wa���
Depart.nent for sa doing.
�ity wa�e: furnishe� to the Cantractor sha_1 be delivered to
the �ontr3ctot fram a connecticn on an existing City ma�n.
AI1 piping required beyond the pcint oL de+ive�y sha13 be
instaZZed by the Contractor at his evn ex�ense.
The �ontractor's zesponsibiiity ia tr� use o° a�I ex:s�ing
fire hydrant and/or valves is detailed ia Se�ticn E2- 1.2 U5�
Oe FIRE HYDRA*ITS A:tD VALVES in these General ConLract
Documents.
�then metErs are used to measure the Water, the cha�ges, if
aay, For watez vi1l be a� the regu'_a� established zat�s. When
me�Qrs a�e nc� used, the cha:qes, if any, wil2 be as
grescribed by the City Ordinance, or where no ozdinance
appii�s, pay�ez� 5ti13_1 b� nsad� on es�i�nates a.^.d ra�es
estab2is:�e3 by the Di:ec�or ef the Fort worth Wa=e:
Department.
C6-5.37 US? OF A ScCTiON OR PORTZdN OF TH� WORX: Whenevez, in
Qthe opinion of t'�e Engin�er, any section or portion of th�
work or anf stzucturz is in suitable condition, it may be put
into use upon the wr:tten order o: the Engineer, and such
p usage shall nct be he13 to be in any Way a� a:cegtanc� oi sa:d
v�rk oc s�ruc:.ure er azy pa:t the:eof or as a Wa:v�z of any of
the provisions of these Contract Docun;an'_s. AlI necessa_y
Q re�airs and removals of aay section o` th� work so put into
use, due to de.`ectiv� �sate:ials o: vcrk;na�s'�ip, eCu_gmen�, oc
to de� ic:en � eo?ra:.icns on the pa: t o`_ t�:e Ccn �� ac �o: , shal l
� b? per�ormed by the Contractor a� his own ex�er.sa.
C6-6 . 18 CONTRACTOR' S R=SPC!35IfliLITY F�R Ti?� wCR?C: Until
w;Ltten acceptance by the Owner as p:ovi�ed fo: in these
� Contract Documznts, the vork s'�all be unde: the cha:ge and
care o` the Contracto: , an3 he sha? 1 tak� ev�ry necessa:y
pceca�stion to prevent injury o: da�ag� �o the vork or any pa:t
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thereo` by ac�ion of the eie���nts o: fzon any caus�
Wf13;50?'J?: � s.itil�*`'�: d'15:'SC :CQ:'t C:Z? eXZC1�ICR C� �l0'1?X?C::���:7
O� C�? `.1C:iC. 'i�:? C'J�7��3^..^i 5�13�L r��lS:l'�� r?73i: � L?S�^y;_�
a^� make gcoC a_ h:s evn ex�e^se a'_1 in�uties o; da:�a:� to a���
�7CC�1�l� Ci Lflz 4:.� � OCC35:0!i'?ci. u�f d:1f O� ttl? 3'1?�2�ild�Ov?
Gd'15�5 .
C5-5.1? NG W�,:V=R OF L���: R:�'r.'"�. ins;;e�:�or. .�^,.� `_::e ..::^y :,ee-
�� a:,y c�c:�� by t^e Ckr.e_ ��.r ral,e�t o_` mcn�Y �= aZ� FaY-�z�=
fo: cc accegta^ce c` a^�, wcr�, o: any ex�znsion o: ti:�e, or
any possession taken by the City sha11 not operate as a wa�r=r
of any provision of the �ontrac� Documents. Azy waiver of any
bcaach or Cont: ac� s;�al? not be held to be a Waiver o� azy
other oc subszque.^.t braacz.
T:�e OwRer reserv�s the richt to c�r.ect any error that may he
discovara3 in ar.y es�i�ate that may have be?z paid azd to
adjus_ trte same to mest the zequire:nents ei the Contract
Docu:ner. �s .
GS-6.2� P�RSON�L LIABILZTY OF P�JBLIC OFF2CI�LS: In car:yiag
out the provisions o� t'�ese Contract Documen*s or in
exezcisin� any poWer o` authority graatzd ther�under, there
shall be na liabi?ity uocn the authorized raoresenta�ives of
the �wnAr, either persanally ar other�ise as they are agents
3nd rep�esentatives of the CiLy.
Co-5.2� 5'"�'"� S,.?S TAX: On a cont.ac� awa�3ea by tha C��� c=
*�: t we� :.h, an c.ga:� izaticn v�ic� qua.i=ie� f o: ex�:�ptian
pursua;�� t�e pr�v�siozs o� A_ticle 2�.04 ti3? of the Texas
Lim:tzd Sai es, excis�, a^d Use Tax Act, t��� Contractor may
_ jlitC�13S�� r£:1� GC ZE'_353 d�i Aid�2,:3�5� 51_^.P� �?S 3:1� e�Lliome��
- us��? o: censum�d in the ae:formance of this con�ract hy
issuing to his 5'1DDI1�: an exe:�otion ce*tificat� ia 2ieu o�
the tax, said exemption ce:tificate to co�ply with State
Comotroller's Ruling .Oo7. Any such ex�.^�ption certiEica��
i�-s::ed by the Cor,�racto� i^ lieu of th? tax shall b� su5je=t
to an3 shall corr,p?y with the grovisions o: State CorpCiol?'='s
R:�Iing ,Oli, and sny other applicabie State Com�trolle:
rul incs �e: tainin; to the Texas Linited SaZ�s, Exci�e, a:�d Use
Tax Act,
Cr. a centract a�a:3ed b�1 a develooer for the cons�ruc�ien of a
pub:i�ly-eWne� l;i1JCOVc�:i1?;lt ia a s_ceet rig`:_-o.`-wa�, er othe:
e3s��n�n� vhich has been de3icated te the oublic and t?�e C.ty
c: co:i ::orth, az organiza�icn Which quali£i�s for exe��=io�
p�-suan� to the p:ovision; oE A:ticle 20.04 (u) oF the Texas
limite? Sales, cxcis?, an� Jse Tax Act, the Contra=�o: can
crob��Iy be ex�-�p�ed in the sam� manne: state� a�ove.
C6-o f12)
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Li�ited Salt, Excise and Qse Tax persi�s and information can
be obtaine� f:om:
Comptroller of Public Accaunts
Sale Tax D'ivisioa
Capitol Station
�lustin, TX
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=�R:' C - G'c`:��,=,i. COt��:TiONS
C7-7 PRCS��JTiOti A`7D P��G��S�
S��"'ION C7-7 PROS���.:'^:�N A'�D �°CGR=SS.
C7-7. I SU9��TTING. The Con�rac�or s:.a�l pe: focm �ritn h_s cwr.
organiza�ior., ana vith t::e asszstance o.` wor�c,;,an u.^.C�r his
im�ed:a�e superi^=?:.�?azce, wo_k c` a va'ue o° nc� Iess t'��-
Fi°ty (50�) percent oL tne vaiue e:nbraced in the contract. I�
the Cont: ac�or sublets aa� pa: t of the work to he dcne ur.de:
these Contract Docsments, he vill not under any cires.;is �ances
be relieved o� the r�sponsibili�y and obiiga�ion assumed ur.de�
these Contrac� Docu;�ents. �►�I t�azsactions of the Eacine��
�rill be w:th the Contractor. Subcontractors vill be
eonsidered only in the cacacity af esnpl�ye�s er rrorkaen oi t:�e
Contractor and shall be subject Lo the same zequizements as to
eharacter and comgetency. The o�nez will net recogni�e any
ssbcant: actor cn t:�e w.or�c. The ��ntracter shall a� a_1 ti�es,
when the wotk is in opera�ion, be represent�d e:ther in pe=san
cr by a superint�ndent or o�her desig��'�ed r�Qresentatives.
G7-7.2 ASSIGNME�iT Os CON':R�,Cfi: The CantracLor sha�I not
assign, trar.sfer, subie�, convey, �vr ethet�ise dispose o� the
contract er h:s z�ghts, title, or i.nterest in ar to the saiae
or any par� the:ecf without th� previvus conser.� of t:e O�r.e:
expresszd by zesalu�ion or the C:�y Ccuncil and c�ncu=.e� i�z
by the Sureties.
OZ: the Contractoz does, v:=hou� such previous censezt, assign,
transFer, sublet, c�nvey, or othe:�ise dispose oF Lhe con �ract
or his zight, title, or interest the:ein or any pa=t the:eflf,
� to any person or pe: sons, pa: tnership, :ompany, f i::�, or
corporatien, or dees by baa�crsptcy, voluntary or iavoluntary,
er by assignm�nt ur.de� the insolvancy laws of any state,
a�te_�a,�* to dispose c� the cont.ac� mav, a� the ootior. o` the
a Ow�er b? revoked and annslled, u;.Iess the Sure�ies sha'_I
successfully compiete said contra�t, a^3 in the event of any
such reveca�ion or a^r,ulment, any menies due or to �ecome due
aunde: or by virtue of said cantract sha'_1 b� retained by the
Owne: as liqsida�ed damages for the reasor� that it vou?d be
� impra�ticable and extremeiy di:ficu?t to fix the actual
da��ayes.
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C7-7. 3 PROSECUTIO*1 OF T:i� wQRK: Prio= to beginnin�, any
constructior, ope:a�ion, �ne Cont�;actor sha1L submit to the
Enginee: in five o: moce c�pies, iE re�ues_�d by t!�e Encinee=,
a pco�:ess schedule pce`e:a'�?y in c`�a:t o' d=ag:a:n ferrr,, o: a
bcie: oLtlining in 3e:ai1 and s�ep �ti' s�ep the manne: of
C7-7 (I)
r^se-�t ing t':e w.�:k a^d o�d�. i1g cr.a_e: Ld� s a13 e�uipme:s�
P � - '
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whic� c:e ex��cts to fo? lo�.r iz ocde: to cor„���_e �^,e p: c ec ln
th� sci?�u'_e� t.n�. T�e=? s`:a,1 a'_so 5e sub�i=�ed a �a5_� o`
es- i�a`e� a�o�nts t� be e3: n?d by t:�� C��%_: acto: du: �::g ea�:.
mcnthiy es�i:na`.e cerio�.
.,. y, o ,� ` ,., ' 1 � ,� � o ►, a � � c� Y _' ' � � � 't ?'r l: •. � a �
s C.,r. :a�C:.t S.id: C�Rt.. :7C.. Z- '"��=,� "
t;;:S CCR`�3C� W-_•^•'^• C`1? �`.lifto Z1Q11�`. 5_d.`.?•`�. 2;1 ti1�Sc� COi1�.td^.:.
DoC1:^c�:'��� d:7G� 5�'13i � GO[�Gi'.SC= t.il? %rO�.0 11 3 CO�S�1f1t10L'S manne'
a-:c with s��`:ic��^Y e�u:�men�, ma��-ia?s, an� Ia'�c_ as is
necessa:y to inss:e its ccmpietion within t�e ti.re li�=t.
The seque:�ce re�uestsd of a:l constructien ooe=atiens shall be
at all ti:�es as sgecitied in the Sgecial Contract� Do�e� ments,
Any devia�ica f�om sc�sh sequencing s;�all be subm�t�__ to the
Engir.�er for his aporoval. Cant;ac�or shall nat procee3 wi=�
any devia �ion un � i 1 he has rzcsived written aopraval f rom t:�e
£zginee�, 5uc� specificatifln or acoroval by the Eng;n=�=
shall not rzlieve the C�ntractor f_om the fu11 resoonsibility
of t`�e comnlete performanca of the Contract.
The �ontract tirne may be changed only as set forth in Sectian
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C7-i.S '�"X�eASlOtl O� 'i1tAe Oi Comple�..l0(�'� Oi t:IlS p►y^:��m���r
and a prog=ess sc�:edule shall not constitute a c�ange in the
c�ntract time.
Ci-7.A LI?".:'*�'"=C'�5 OF 0?���'"IOi3e; T�e Woz'�ing ope_a�icns
s'�a11 a� aIl t+�es be conducted hy the Cen�ractar so as to
cr�a�� a m:ni:�u:� a�eun= o`_ in�env�n��nc� to Lhe publ:c. At
a^y ti�e wZen, in the ju�g,:,e^� c: t�:e L�ci12�r� t�� Cor.::3r'�or
has abstructzd cr cicsed or is ca:ryir.g cn oo�:a_ions i1 a
QOZC1:17 O: a S�:�a= O� �l1bi�C W3'� greaC�= C:I3:1 1S fl�Ce553L'f
Eo: the p�oae: ex?cu�ion of t:�e vork, the E:�gine�r may requiTe
the _ontractor to finish t`�e section on w�:ich opera�ions a_�
in progress be:or� the work is �ammenced on any a3ditional
SeC�IO(1 Oi $�r'3��•
�7-7.5 C:?,a�ACT?R OF WC�R:c`?�� AN� E�U�P��'�'='• Local la5or sSaII
be us�c by the Contr�� t°�Q 1Cit vao` aFort wc th h�s �key tme� aad
h_ ing in f ro:� cu..s_ Y
.,�_ �� 1 • Ai? ct:�e� +�c:k:nen, i�cludinc e;uioment
h:s.ssr_.in�_n�en�.
�p�:ato:�, ma;� be i��ort�d only aFter the local s���such
exhaustea. The Ccn�racto: shall eTploy c:�ly
- f or_�en azd wor�.,,?'� vho a: e ca; eful,
s�.:p�: in�en�e��..s, ' •r�a �u�ies or tasks
ccmpe�ent, and fu:ly qualiEizd to oe:fo*:n �.
a5, i� ned to the.r,, and the E�sg ir.=�r may ��:�an� azd s���� :z the
summa�y dis:nissa? o` a•^•Y Pz:so�n or p?Cs�ns e�.�ployed b
.-• r;n o� abc�.:t oc on th� wo=k W`"�o, i� the oei.^..oR._o�
Con�ra��c
tRz pw;,A: , sha? 1 miscon�'uct hir,.selE e: b� f aund te be
inco��.e�ent, dis:es�ec�Eu�, inte�n�e:ata
, disnon?st, o:
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othe:wise objectianable or negle�tful in the nrope:
petfer;�azce o` his o� their du�i�s, o: wno neg?ects o: re�sses
to com�ly with c: ca-ry out the direc�icns cf the a.r^er, a:�d
suc'� gerson or pe.sor,s shail nct be e:��lcye� a�a:� thereon
vithout wzitten CO[152:1t of the Eagi:�eer.
Aa1 work;��n s`sa11 t�,av� s•s��icisn� s'ci11, abi?ity, azd
� ex�.erience t� oroce_iy per�o:m t!�e vork assigned Lo t:;e:� a^d
ooecs�e any equ��c:.ez� necessa.y t� preoerly ca�ry eu� t�ze
per`ormance oi the assigned dutie.s.
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The Contractor sha?1 furais;� and mailtain on tne work a�: such
equigme�� as is c�nside=e3 to be nec9ssa:y foz prosecution of
the work i� an ac_��t3'JJ.� zaanne� a:id a� a satis:actary rat� o�
prog=ess. �11 eqc�i�ient, toals, aad machiae�y us�d f�r
handling mat�rials and exe�sting azy pa_ � of the vor7c s:�a12 �e
subjec� to t5e a�o:aval of th� Lngi�ear and shall be
rtcaintaiaed in a satisfac�ary, sa�� and er�iciea� Wor'cizg
candition. Equipmeat ca azy portiaa af t:�e Work shall be such
that ne injury to the wark, tiork.�en or adjac�nt prooerty vill
result fzom its usz.
C7-7 . fi �iQRR SC:iE�UL? : Elapsa3 Warking days sha? 1 be c�maut�d
st3�ting With th� first day oi wozk comol�ted as defined in
C1-1.Z3 '�ORRING DAY' or the date stipulated ia the `WORX
ORDER" for beginai.zg work, whichever c�mes first.
� • N othin3 in these Contract Documents shall be cons_rued as
prchibz�ing t;�e Ccntractor frcm vcrking cn Sat�sr3ay, Sunday or
Lega? Holidays, p-aviding t5a� the foilow:ng z?qu:re:�er.ts a=e
met:
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a, � reques� to *+ork on a sgecific
L�gal Holiday mus� be rt� de to ths
Lhan the proc�eding T�u:sdaf.
Satu:day, Sunday or
Eng:neer no Iate�
b. Any wo=k to be done on the project on such a
�' speciEic S�t�srday, Sunday or Lega1 Hcliday m::s: be,
in the opinion oF the Enqineer, essential to the
ti,;�ely com�letion of the prejec�.
�1 Tne Engiaeer's decision shall be fina: in res�onse to such a
request for aooroval to *+ork on a s�ec:f ic Saturday, Sunday or
Lega: Holiday, and no ex�ra compersation s�;a1l be ailoued to
Othe Conttactor fo: any vo=k pe:Eorme� on such a s�ecific
Sa_u�day, Sunday cr Le�al `?oliday.
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Calendar nays sha'_1 be defined in C1-1.2Z and the Contcactor
may work as he s� desi:es.
QC7-7 (3i
C7-7.7 TIM.. 0- COM'"=NC�'".�*�'" AVu CCh!?:.�,TI�N T;'�e Cor. _:a��o�
snali com;�ence t`�e wo.�c_ng c?a.a=:ozs �ith ir. c�� ti��
S�P�1 � or? li1 C�'1? CCZ�� 3C� CCC1^1�C1�5 d^.�i S?= fC= �f1 1:� �'.':Z 'tid:.0
�raer. a r3i��-a to do so s'�a11 be ccns.da_ed b;f the Gw^e= as
�
a:':azdcn��ez� c.` t:�e C��s�cac� h�; tze Contra��o: a^d �:�e GW�e=
;nay rr�c�u� as he sees f i�.
The Ccn`.ra_�or sha'•_1 mainta�n a ra_� c` p:ocr�ss s��c:^. as �=1I
izss.� tha= t'�e wnc:� work v:ll be oerPa,m�c and t:�e crem:ses
ciea:zed u� in accerdanc� vitn th� Cont:act Documents and
within the time esta�lish�d in such docsments a:�d such
extension oF ti:�e as may be proQe=ly authcrized by t�e Cwner.
C7-7. S EXTENSION OF TI�!� CCM?,T.ETlON: The Ccntractor's reques�
for an ex�ension o� time o� c�mo1�_tion shall be consi3zred
only when the rzcuest for such extension is subs�itted in
writinq tc thb Eagineer within seven days from and a�te= tze
tsme a?I�ged cause o� delai shall have occurred. Should aa
ext�nsion oi t:�e time of cort:�Iz_ion be reeuested such r�quest
w:ll be forwarded to tne Cit•� C�uacil for aperova? _
In a3jus�ing the coatract time £�r coc�ple�ion ef wa:'c,
consider3tion will be given to unfarseeable causes �eyond the
control of and Witho�t the fauit or negligence of the
Contractor, including but limited to ac�s of the public eaeay,
acts of the O�ne�, fi.e, fiood, torna�ces, e:i3emics,
qu�.ran�ins. rest�ictions, s��ikes, f�eign:. e:nba=gces, o= d�la�s
of suh-c�ntrac*ors due to such C3115zS.
W�ea the da�� c: comgleticr, is basea or. a calenda= day bic, a
zeques� for extension af ti:�e because e` inci�meat wea�her
wi11 not be conside:ed• A r';u�s� for ex�ension o� ticne due
ta inability tc ob�aia s��pplies a:�d matezials �rili b?
considered only when a revie�+ oF �he Cantractor's Qurchase
. �� - A;- P• data as requested by the
ordar da_es and o�.e� g�in_n�
Engineer indica`-�s tha� the Contractor has mad� a benaFide
3�te�n:,t to secu�a de? iv�ry on schedule. This s'�ali includ�
af Eo: ts to obta:n Lhe s•sgc? ies and mat�rials f: om alte=za=�
seLrces in case the firs� so�.ce cannet make delive.y.
I: satis�actocy execu:ien anc completion o: the cor.tra�t
should require vo:�c az� materials in g:eat?: a�^oun�s or
quantities tha� those set fotth in the approved Con�ract
� -� « � v be inc: eased �y Cha^.ge
Occume�ts, then the c�ntra� �i��_ ma.
pTde;,
�7-i.9 p=�Avc; The Con�r3c`oc s'.^al? receive no co�2z;�sa==on
Eer dela�rs o� hin��ances to t`;e veck, exce?t When cirect azd
unavoi3a'ole ex�ra cos� Lo t�� Contrac�o: is C3llSc"'� bY the
failure c� th� City to Q:ovide in`orT,a�:cr, cr ma=��:31, if
C7-7 cs)
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� a�y, v`�ich is to be furnis'�ed by the City. whe� s�.:c:� ex�ra
COmp?::;a_i�r. i.s clai:ne3 a w:itten s�ate�en_ the;ac: s'�a'_1 be
o:ese:�te� bf the Con�_ac�o; to t��se Engin��:- az� iE by hi:�
foun� cocrect sha'_1 be a�oroved and reFe::e3 bv hi:n to the
L• Counci 1 fc: f ina: a�oro��31 0� d:sapp_cva1; and the action
tze�e�n by t�ze Council sSall b� :ina� an3 binding. If deiay
� is cause� by s�ecific etd?.s givPn by the Enginee,s to s�op
vor�c, e: b�� t;�e per�ormance oF extra work, or by the failu:e
o` the City �o Q:ov:de ma�e�ia' er necessacy izs�ructions f�r
ca:cy:zg on th? wo�k, t��z sucn de'_a;� vill ez_i�ie the
� Contractor to an e��sivalent ex��nsicn o� ti:�e, his acolica�ion
For w�:ich shall, however, be su�ject to the ap�roval e� t:�e
Ci�y Council; and na suc'� ex�ension o� ti�e s:�a=1 reie3se the
� Cant:ac�or or the aur�ty on his perfor�anc� b�nd from a�l his
obligations hereund:: vhic!� sha?1 z�cna:n in .f111 fores c�nti?
the dischar�e oc tae cant:act.
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C7-7.10 TSME 0- COM�L�TION: '"he time oE comclstion is an
essential e? e:�ent of tne contrac'.:. Each bidder shall indica�e
iz the aporocriate place on the last page oL t;�e ProQcsal the
number o� wozk:ng days er caiezd�r dafs t�at he wi! 1 r�quire
ta fully camplets this cant:act or the time ef cflmpletion �i?1
be speci;ied by the City in the Proposal s�ction of the
cflntract docucrtzntg.
The nurnber of days indicat�d shall be a zealistic estimats v�
� th� timz r�quired to com^Iete t:�e Work c��ered by the soeci£ic
- cantract being bid upon. Tye anoun� o� ti�re s� s�a�ed hy the
successful bidde: o: th� City vi1Z become t�e time e�
cocnple�ion sYeci�ied in the Con�ract Decumazts.
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For eac� calendar day that any Wvrk sha11 rpmain nncompleted
after tha time specified in the Contract Documents, or the
incraased time gyante3 by th� Owner, o: as automatica`ly
increased by additional work or materials ord�.-ed afte: the
contract is signed, the sum per day given in the following
sc:�u? ?, u;�less o�he:wise srecif ied in othe� pa: ts of the
Contract Docu.:.ents, �+ill be deducted fram monies du� the
Cont:actor, not as a penalty, but as liyui3a�ed da�ages
s 1 f E e: ed by the Ow-�er .
A.uOCJc3�T Oe CON :'RACT
5 5,�a1
5 15,OOL
S 25,001
S SO,OOI
5 100,001
Less tha� S
to S
to S
to S
to 5
�0 5
5,0a0 inc?usive $
15,p00 inclusive S
25,Oa0 inclusive 5
50,000 incLusiv� 5
1�Q,00� inclusive S
500,0a0 inclusive 5
35.00
4�.Oa
63.00
10�.00
153.a0
2IO.OQ
C7-7 (5)
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5 5i:0,00I to 51,�00,000 ir.clusiv� 5 �i�.00 -
5?,OOO,OCi �� S�,000,0�0 ir,c:u.s�ve S ��O.dO
§�,CO�,��? a^� cv�_ a o3G.00
1''1� ^d'�lj?5 r:?:?�O l:�^,C?�S_�'I� d1� d^y'�� t.'1d`_ .i�V h3_.�l �.''. t`lc'
Ci ='! vCd'�S?'� �`! t^? LC^..:3� _.^.r' S G�?_3'; li1 Cv,^,1 :�� :L�ly �..^.? '~O� 1C
he:eunde, ia tha �_�e s�eci°i�d by the Can__act Dcc��:-„en�s
SJ711�� �'= 1'iC3�3�':? C� V�=`1 �1rC1C'.:?.. C� dCC'li3`_a vg,*._;�13�1CC1�
3Z" t^d`_ �.^? �e�.'.:Cl:.^.� O: i.:.Y'1�'.;.3.`.�?'� �'id'Sdy3S �?� ri3'7"� d� 5�-
ou` a::ev�, is a reasona`.? e f �r_��as � o° j us � coTpenSa = i an due
the City fcr har:n caused hy a^� de:ay.
C7--7.2I SUS?�NSICN BY C�URT OR�E3: The Contractor sha11
suscend opera�icns on suc:� Qa_t or ga_ts oL t:�? work ordare:
b�• a�y court, a�d Wil'- no� be eztitled to a�di�ioaa�
ce��ensa_ion by vi��ue e: suc:z c�ur_ o:der. Neithe: w:11 he
be liable to the City in t:�e e•r�n� the work is sus�e^de�? by a
Ccu:t Orde:. Nei�her wiil the Ow�er b� liahle tc the
Contractar by v:rt::e oi azy Cour= Order or action for xhich
th: Owner is not soiei� respcnsibie.
C'r-7.12 TEM?ORARY SUS�EVSI�N: T�e Owne. s:�all have the right
to S�1SZ72Rd the ++or� opera�icn vholly o� in part for such
peried or periods of ti;ne as he may d��:a necessa�y due to
unsuitable weather conditions er any other unfavorabie
c�nditions which in the ooinion o£ the Cwner or Eaginee= cause
fu:ther presecu=ian of «J wor� Lo be unsa=is£acto:y o:
dettim�n�a'_ t� the i�te=est of �'.ze prc�e�t. Du_�ng te:,.�or3ry
5�5^e^�sior c_' xcrk c:.vP�e� bv L�Zis cors:._ac_, f�r a::y r_ason,
the C»ne: vill n�a:�� no ex�ra gaymen� foY staa�-by ti:ne o�
censtruction ee�sipmant an�/or constzucticn cre�as.
I= it shouid beco�:�e necessary ta sis�e�d vor'�c fer an
i�def inite pe: iod, the Ccntractor s:�all sto: � aIl materia2s in
such man^e: tha� they will not obst:uct or impede the public
u^r,e�zS53� i�y no- becom= da:�age� in anv way, and he s':all ta'c'
eV��y C:?Cat��1:R t0 Q'2'J?tiC �3C1d^y3 OZ G�z��:lOLd~10.^. Cr t7"1?
wo:k pa:fc:���; he shall p.ovide suitab'_e �ra.naq� a�out the
wo=%c, �nd erect temoorary s�:uc_�res where necessacy.
Shou'� the Ccr.:_ac_cr nc= b� a�la ta cocr.ci'=�= a por�ion c` the
g:oject c.:e to ca�_ses be�fcz3 t^e ccn�rol o`- a�� �-:.he�= the
:a�It cr neglig�nce o_` the Ccntractor as s?t forth in
Pa~ay�a�� C7-7.8 EX;cvS:C�ti G? ':i:� '�:'�!� CF CO'"2L°TIO�, a•^•�
s���11d i� be �:ete�mine•� bv :nut�sal conse�t cF th� Cer.t-acto:
anc t;�e En�;inee_ tha� a s�iu�io� to a��c� co^s=cu�.�:cn to
pro�e?� i; nc� availabie within a reasor,a�_e pe: ioC o° time,
tn�n the C�ntracta; may be ��i;nbu:sed fo: the cost o` �oving
F � d retu; ni;�� t?�e nec�ssarY
his �quic��n� o£ the ja a:� ,
e��i��ent to t'.�:e jc� w`•:en i_ is de�e.m.ned by the Eng.r.ee�
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� tha_ c_zs_ruction may b� resu^e�. Such rei;a�..-s�:�z�; s`�a:1 be
bas�� er, ac�ua? cos: to the Ccn�:ac�oc o` mov:ng the eyuiY�ent
an� no o:oE:t will he alio�.�ed,
� No r�i�sburse:�ent s::a? 2 be a:icwed ic t;:e e�ui�me^� is �ev�� to
anothe_ constructicn projec� for the Ci�y o= F�:� ;rio;th,
� T � � _ • _ •
1'1? �C�i`'3C�0: S.7di1 C10� 51S�?�G ii/0'� W�~.^.011: Wr�*`v;; l7C�'C?
ftcm t:,� Eng:nesr a^c shali proc��,�, with t�e vcrk oge;a*icns
P=a,�_�; w��z no�=F1'- b'� =:�? Ln izee. t^ so rs
� o�e:a_i�ns.
• � � s�:�e
C7-7.I3 TE:�WINATION OF CON':'�AC': DU� TO N.�►TiON�:, E'�!?RG�*7Cy-
� «hanever, because o� Ha�ionai E:ne_g�ncy, so decia.�� hy t�ie
P:esident ef the Un:t�d S�ates or othe� I3'ar'1Z au�nc�i�y, i`
becomes imoossible for the Cont:actor to obtain ali o' th�
necessa:y Iabor, materia?s, and equipme:7t fo: the orosecution
� of the work with raasenable con�inuity for a pariad o` Lwo
months, the Cont:actor shall witain seven days notify t:�e City
in w:it:ng, giving a detai?e.�. s�a_e:�en� o° the erior�s which
a have been made and listinq al! necessa:y ite�s ar Iahor,
materials, and equipment no� obtainable. I£, a=te:
investiga�ions, the Owner finds that such conditions existing
a and that the inability of the Contractor�to proc�ed is not
attributable in whoie or iz pa:t to the faslt or ne;iec� ef
the Contract, then i� the ovner cannot after reasonable e�Fort
� assist the Cont:actar in procuring and making av3i?ab:.� t:�a
- nec�s�a.y Iabor, mat�riais a:.d eYuipment within thi:ty days,
t::� Co�trac�er may r�quest t�e Cw::er tc Le_;ninat� t:e cont_ac_
3.^.Ci tt�e Q�+i'lc..'r mai C��'R:.�Y V:_i'� t:22 i?�'1e5�� d:+� �7c' t�T�l:.T13`�Ofl
shall be conditiozed a�d base� upon a finai s�t�le:�en�
`J mutua?ly accsptable to both the O�ne: and the Con�ractor and
f inal payment sha22 be made in accordance With the ter;ns of
� the agree3 settleme:zt, vi�ich s'�all include, but not be li:n� _ed
te, the pay:�ent for a11 vo:k executea bu} no anticipa_e3
prafits on work which has not be�n per�ormed.
� C%-7.14 5'tc?�',VSIGN GR A3�,��C?ti�?=�": �F Ti-� iv�R{ A�iD A`�� ti!=V'" GF
` L: :
' CV•,T:�nCT: T;ze w;r�c oge:a�ions on a11 or aay po: �.�or. cr
secticr. c� the work un3e: Cont:act shall be sus�eaCe3
iT�-ne�ia�e:y on w: i�*e� o;de: c` t:�z E�qineer o. the Co:,�cact
�r may b� ,�.a_?a.e� ca.�ce:1e� b;� t';e C:_y Cc:.ncil :c: a^y g�od a::d
sufficient cause. The foi.eving, �y way of examp?e, bu� not
� c� limi�a'.ion, may be considered g;ounds fot sus�ensio^. o:
canc�?la�ion:
a. Fai 1u: e of th� Cont,actor to cem„ience vo_k
c�era_ions wi�h:n the ts:�z s�eci:ie.a. in t:�e ro:k
Or�er iss::ed b; �he C::ne:.
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b. Subs�antia? evi�encs tha� pr�g:ess o= the vvr'k
operatio.:s b•� Con�cac�or is insuf f ici�a� to
como:.e:.e t5e wc_;s w:�;�in the s;eciEie� ti:ne.
C. '�'3I�11=� O� t}1P �O(��=3CtOi t..^. �`=OV�G�? d:1C main�3i:+
su`_cicie�= labet an� eq�.:����en: to p:ope:l�� ex�cu_e
the vc:k�ng cce_a�ions.
d.
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f.
Substa^tial evi3�zce tha� th? Con�racco= has
s�a^dcr:e�? t:�e wcrlc.
Substan�ial evidenc� t;za� the C�ntractor has beccme
insolvent or bank:upt, or other�isa fiaancia:ly
unable t� carry oa the work satisfactorily.
Failure en the part of the Contractar to obs�rv�
any zequiremeats of the Cantract Documents or ta
eomp iy x=t� any orde:s given by the Eagine�r o:
O�ner pravided for in these Contract IIccuments.
q. Failut� of the Contractor promgtly to �nake good any
defect in ma�eria'-s ar werkmaaship, or any defects
eF any nature Lhe corzection af which has been
direct�3 in writing by the £ngineer or the Owner.
0
h. Subs �aatial evideace o£ cali�1sion far t:�e purpese
of i?1ega=ly proc�s�ing a con�ract or peraetr.a�inq
f�a��d on t`�e Gitv in t;�e c�as�.uc�ion a: vcrk unde=
� COiI L� 3CC .
i. �, substaa�ial indication tha� the Con�rac�or has
made az unauthoriZ�3 assignaient oi the cont:act or
any f nnds due th�ref rom f o: the beneEi = o� a�y
cr�dit�r or for any other pu:ecse.
j. Zf the Contractor shall for any eause whatsoever
__ net ca:.-y on the �orking ece_a=ior. in a� acce_ �a5ie
ma^ne=.
k. If the Cont:actor com^ences legal action against
the Ow�e:.
�► cocy of t:�e sus�ension o:de: or action o`. the City Council
shall be s�rved on the �ontrac�or's Sureti�s. w�en vork is
sus�ende3 foc any cause c- causes, c�
w�;�.^. the ccn�:act is
cancPlled, tRe Cen=racto� s;�all discon�i'��P �hz �O�'� °� s'�`�
part the:eof as �`'i' Oy��� shall designa=e, w`:e:��•�c% the
SurP�ies ma�{, a� t!�eir ootion, asssme the contcactJer tha�
porLion the: ?o `. �'� ich the C��e: has orde: eC the Cor.�_ accoc to
�iscon:in�e, an� �:��y n"��-'� the sa�e o= may, vith the �= itt?n
�7-7 t8)
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� consen� e� the �w�?: , ssb? e_ the vor't c� t:�a� ;.cr_ion c� t::e
work as ta:<e:� ov�=, p�ovi3ed hc�:ev�r, tha� t':.= S��:e`:�s s'�a�l
exercise the:: optio�,, if a•_ a11, wi�hin t:+� �:�e�cs a°�e� the
w-it�en nctice to �=scon�l'1L'Z th? wo�k ha� �e�n s��ved u�on
, �.i7? CCCl�`..rdr'�`..Or d:+'i. 11�CCS C:l? S'.::?�1?S C: �;��?:L d'1=�lOZ1Z?�
�i 3C��1�5. i';'la ,C,;�;?_1?S� 111 S'1C:'1 eV?:ZC 5:'1311 d551:I1? t.�l?
Cer.�cac�or' � Q:�ce in ai1 res�ects, azd s�a'_1 �e pa:.d by the
� �wr.e_ i�: a:1 v;.*� �?:,o::ned hy the:� in a�co�dazce witn the
terms o_` t;ze Cc;.�_act Cccic�ea�s. A�L mcn•_�s L��a:^ing due t�e
Contractor at thz ti�e ot tzis d�ra::i� s�a_I tne=�u?�z be�c�e
� Q'.1� d:'tu P3f3�1� CQ t^? Sll'Z�1?S d5 t!7': +JO:iC �:=CCj�?SSZ��
subject to all of t:�e tzc�ns of the Con�racc Dcc�.:rnents.
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In case the Su:eties do not, within the hereinabcve s�e=i°ie3
tirt�e, exercise t:��ir riyht and ootion to ass�me t'�e contrac�
zesgonsibiliti�s, ot tha� poLticn the�eoF Whicn the Cwner has
ordered by the Centractor to discontinuP, t��en the Owne� sha�l
have the powez to complete, by contract or othe�v:se, as it
cnay det_rmin?, t:ie w�rk hecein desc: ibed or such part thzreot
a� it �ay daem ne�essa:y, and the Contractor he:e�o ag=ees
that t!�e Qwner shall have the ��-ight to tak� possessicn o� and
use any �r.ate�ials, p?ants, a.aols, equipment, su�olies, and
property of any kind provided by the Contracto: for the
purpose of ca�rying on t�e work and to procu:e ether tcols,
eq�sipment, materials, lahor and property for the comoletion of
the work, and to charge to the accflunt of the Gontractor or
said contract ex�ease for labor, mate:ials, tools, equipment,
and all ex�enses incidaatal thereto. The exger,se so charge3
"' shall be deduc�eC by the Owner from such menies as ma.� be d�se
F '�`�e Con�_a��o.
cr ma� beccme du� a� a11 time the�ea_ter to L,
und�r and b; vi� ���e cf the Contract o� any pa� t taereoi . The
Owne: sha� 1 not be requ:.:�� to ebtain the lawes� bid f�r the
rork campleting t�:e contract, but the expens� to be de3ucted
shall be the actual �ost of tize owner of such s�ork.
I n ca s e s uch expe.^.ses s:�all exceed the a.�oun t wh ich uou' d have
bee� pa; a�le un�e: t?�e Con�rac� if t'�e sa:�e ha� be�n ccr„pleted
bv the Conttactc� , the� t5e Contractor and his Su-e`.i�s shall
pa;� t�e amcunt e` such excess to tn� City on notic= f rem the
Owne: o� the ex�ess due. W�en any particuia: pa:� o` the work
is b�ing ca: � ie�' on by the Owner by contract or cthe:w=se
unde; the provisior.s of this section, the Cor,`.racto: s'.:all
con�inue the re:�ainde: e` the work in c�nforr:ty with the
terms a� the Contract Docum�nts ar.d iz ssch a ma�ne� as to not
hi^�o?: or interL�:e w-th per.ormance oF the w��k by t!�e Ow':e�.
C7-7.15 FuLFI'.'..!".-'�T C° CCN'^RACT: Ty' Cont'act will l�e
consic�,e3 as ha�J:15 be�� fulf illed, save as p:cv:ded in any
�on3 c: bQnds o: hv la�», �!�en alt �hA wcr�c a,�? a:1 s�c�icns or
pa:cs c` tha p:oject coverec: by tr,e Co��C3=� �o��"��'��5 have
C%-7 (9)
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b��n f inished a-�d co�npi� _��', the f:na1 iRspec* ion r�a3e by tie
Engineer, and th� fina: a�ce��azce az� fi�al oa•.�:nent cr,aye by
L!�e Owne� .
C7�7.16 �i�.�.�1�t��'ll.!Y .��.p Cv��%��_r:�CG Ci` �i1_ �.ri�.�7.
A. NGTZC� Q= TERw:'.a„'"ION: T5e pe�for�anc� oL tZe vcrk
unde� t:�is con�:a�.: ;na;r be �er;ni :a�ed by t;:e Cwze�
in whoie, or =rom ti;ne to time in pa� t, in
accordance with this section, vhezever the o�ner
shall determine that such te,aina�ion is in the
best interest of the Owner. Any such te=mina�-cn
sha1Z be e�fected by mailing a aotice o�
ter�ination to the �ontrac�or specifying th� ex��n�
to which pe��cr�anc� of wor:c unde: the cor.=rac� is
terminated, an3 the date upan w?�ic� such
ter�nina�ion becames e`f�c}ivA. Receipt of �he
natice shall be deemen conclusively pres��med and
establisned when the l�►���r is plac�d in the Un:.�.=3
States �iail by the O�t�er. Further, it s:�aZl be
deemed c�nciusively p�esumed aad estabiishea t:�a�
such tzrmination is mad� s�ith jus� cause as therein
stated; and no proaf in a.zy claim, de:nand ar su:t
shall be required af the Ovner reqarding such
discr�Fiona�y actian. '
B. C^N"_'���'^�R �,C:T_ON: �� _�� z�_�ipt �s a na�ic� c`
�
t�.�►in3_:�n, an� excert as ot;�erwis�. d:�z�t�d by
the� E^ginaer, th� Contrac_o� sha�? : �
1, Stoo work u;�d2_ t!�e contrac� on �he da�a and
tc t?�e ex�:nL s�e�ified in the notice or
termina�ion;
2, piace no fur�he: orders cr subcon�r3Ct5 f�r
'— mats:ials, se�vi��s or facilities ex��pt as
may be c�ecessa:y for comp2etior. o` s�sch
eoction c: tne vork un3?: the contract as is
nct t=_��ina_�d;
3, t�_;ninat� aIl o.��CS az� ssbcont:acts to t'�e
exten� t'�a � they rela �e to the pe r f o� ma nce o r
�ork ter.�ina�ed by tha nc�?ce o` te:�i.^.a�ion;
�. tLailS�c'': �'.1C�? .}.O C�1a QW'1�?� dtlG; �?i1Ve' Sil
the manr,e-, a� the times, an3 to the ex�ent,
i` a^v, dir�cted b; the Engi.^.ee:: �
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C7-7 (�Jl
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the fab:ica�ad c: un`a5�ica:�� par_s,
vork in p�ocess, co.�pLe�ed wo:k,
su�pLi�s a�d otne� ma�a:ia1 QrcCuced as
a par� oE, or acquir�d in cc�zne�tion
wi�h the perfo:mance o`, th? work
te:minated by the no�ice of
termination; and
tha comolA�ed, or gartially comple�ed
plar.s, d:a�ings, inForma'.ion and oth?:
p:ogerty w;�ich, ii the cor.�ract ha�
beea co�pleted, would have been
requi;ed to be furnishe� to t::e Gvner.
5. . eompieta perfor:�ane� of such par _ of t`�e wo�k
as shail n�t ha�e been ter:ainated b, tha
no�.ic� ot t�r:aination; and
6. ta�ce such action as may be necassary, or as
the c.zgine_r may direct, far the protaction
and preserva�ioa of the prcpe�ty ze�atad to
its cont:a::t whicn is in the possession af
the Gontra�:tor aad iz which the Cvaer has or
may acquire the rest.
l�t a time aot later than 30 days af ter the
termination date specified in the no�ice of
termination, the Con�racter �nay submit ta the
Eagineez a list, certified as to quantity and
guality, af any cr a'1 itA�s of te:miaa�ion
inventory nct pre�riously d�s�csed o:, ex=ius:�e o�
items the disposi:.ion or r�hicz has been directed er
ac�thori;.ed by the Eag�aeez. Not Iater than 15 days
theraa�ter, the OWne; shall acceot title to such
items provided, that the list submi�te3 shal? be
sub jec t to ve: if icatian by the Eng ineer upon
removal af the ite:ns or, if t`�e ite:ns a:e stored,
�ithin 45 days fron the date of submission of the
list, and any necessa�y adj�.:stments to co:rect the
2ist as submitted, sha11 be made prior to final
settlenent.
C. TERMZN�:'ION CLAIM: Within 60 days a`te. natice o�
tetmir�ation, the Contractor shall submit h is
Lermina'.ion claim to the Engin�e; in t'�e form and
with the certifica:ion pr�scribed by the Engine�r.
Unless one c: m�:e ex:.ensions in w:iting a:z
qranted by the Owner u�on req�sest of the
Contracto:, made in v-iting within such EO-3ay
perio�' oc a�thocize.a. ex�ension tha�e�f, azy ar.d a11
such elaims s'.^a:i be conclus ive:y �eer.�e� �aived.
C7-7 (11l
D. A'�OU!�:S: Sub;ect to th� provisions a`. Ite�
C7-7.1o!C) the Cor._�ac=c; a-� Owz2= may ag�e� uocn
�
the w`:oi� or azy pa�t o� t:ze a�ount o� a�cun�s t�
L^P 'Z7a7.C�. t0 t'I�? CC.^.ri3C�O: �OV �235CR Oi t:2? tQ�3� Ci
pa: tial ta:,�ina�ion c`_ wc:�c ou.*s�a�_ h�:a��;
prov��e�, t:�a= such ag�eed amoun` a� d:ACl1;1=3 sia' 1
nev�= ex���d t:�e �eta'_ c^.n�rac"_ pric� as re�uce�' by
th� a�oun` c` payman.s c�z��wise ,zad� azd as
f�lrtzer reduced by t�e c:.n�_act price of v:.rk ne�
terminated. The contract shall be a:,�end�d
accordingly, and the Contractor shall be pa:d tne
agree3 a�ount. Ho a�nount shall be due for los': or
aaticipated profits. Nothing in C7-7.1o(y)
herea:t_r, presczi�ing tae amount to be paid t�� t�e
ContracLor in the eveat of failu:e o� the
Contrac�ar by rea5on of the terrnina�ion o: wor�
pursuant to this se�tion, shall he dee�ned to limit,
zestzict ar otherwise deter:nine or a�fect t�e
amount or amounts which cnay be ag=�ed upcn to be
paid to the Coatr�ctor pursuant to this paragra�Jh.
E. FAILIIRE TO AGREy: Zn the event of the failur� ai
the Con�ractor and the Owner to agree as provided
in C7-7.I5 (D) upcn the whole amount to be paid to
the Con�ractor by reason of the termina�ion of wor;c
.pursua�t to this szction the Cwne: s;�a�� dz�a��-�e,
an th: basis o� i:�`o=aa=icn a•�aila:.le t� i�, �i'-
a:no::n_, i� ar.V, �ua t� t�ze Cont_actcr by S?350A o�
the term:naticn ar.d shail pay to the Con�ractor tha
amounts dete:ained. No a�cunt shall be d.:e fo�
lost cr anticipat�� pro�its.
F.
�
G.
DEDUGTIONS: In arriving at the a::�ount du: the
cantractot undar this sec�ivn, there sha11 be
deducted (a) ail un:iquida�ed advaace o� o�`1e=
oayme^�s on account thereta�ore made �o t;��
Contractoz, apolicabis to tne �e::n=nateG� DOr�lOC e°
this contca�t; (b) aay cla:m which the Ow.^.e= ��Y
hav� agains:. t`�e Can�_acto* in connection vi�h this
cont:a��; and (c) tLe a,reed p=ice for, er the
proceeds o` sale o�, any materia?s, supoli?s cr
othe: things ke�t by the Contra�tcr o� sold,
purs•.:an_ to the �rovisions oL t?�is cia�.:s�, an�? no�
o�he�••+ise r�cove:ad bv oc cr�dited tc the Cw�e:.
A�Jf1S'"M=NT: Zi the ter�ination hereunde: be
partia�, prior to t5e se�tle:��nt of thz te:.mina_�d
portion of this contrac�, the Cont:actor ma� file
with the E^g�neer a rey�y?st i^ writing f��: an
C7-7 t12)
�
�
� equitabls adjus�m�n� of the price o: prices
specified in the contract rela_ing to the continued
portion c` the eont_act (the portion nct ter:nina�e�
by the r.otice o° t�r�nina�ioa), such equitaSle
� adjust�ezt as :na; be agreed u�on shall be made in
ssc� p:ice or p:ices; nothing contain�d here:n,
howeve: , shall iimi� the righ� cf t:�e Owner and the
� Cont�acto: to ag�ee upon the amount cr a:nounts to
be pai3 to the Con�ractor for the co�n�Ietion o° the
continue� por�ion c� the con�ract w'�en said
� . contract does not contain an es:.ablished con�rac�
pric� for such cantinued portian.
. H, . NQ LIMIT�'^ION CF RZGHTS: Nothinq cantaine� in this
� section shall iimi� or alter th_ rights which the
Owner may ha��e far ter�ination of this contract
under C7-7.I4 hereof entitled "Suspension o�
� Abartdon:nent o� the work and AmezdmeaL ef Cont�ac�'
or any other right w;:ich OWner may have for de�ault
ar brnach oi c�atract by Contractor.
C7-7.17 SAFET`t METHCDS A'iD PR�.CTZC�S: The Cantractar shall be
r�s�onsible for initiating, mai:�ta:ning, aad supervising all
safe ty precautions aad programs in conne�tion with the work at
alI tirnes and s'�all assume all zesponsibi2ities for their
enforcemeat. �
��- Th� Contractor sha�l comg�y vith fede:aZ, state, and ioca+
Iaws, ordinanc�s, a,^.d r�;•s1a_ions so as t� protect oersan and
property from i�jur., inclsding death, er damage in c�nnection
Qwith the work.
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C7-7 (13)
�
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PA�T C- G�yc�,ai, C^vNC I:'IGNS
ca-a M�,=,��.;�_:���� �:a� �a.u.::v�
� S��TIO'� C8-S M�A.:CR=u�v'^ A*�� P.���!�V'"
� CS-8.1 W�ASUR�M�V'?' OP QiJ.��IT1TT�5: The de�e;mina�ion o=
quant i� :�s of wor:c ge= Eor:ned 'oy t'�e C�n` � acto� a^d aut:�ot:zed
b•✓ t?�e Cont: act Cccur,sen�s ac�eptably ccmp�e�ed un�e: t:�e t���s
o� the Cont:ac= Dccum�n�s s^ai1 be T,a�e by the E:�gine��, based
� � on meas::: e:nents made by the Ezginee:. These measure�ents will
be made according to �he United Stat�s Standard Measu:ements
used in cemmon pracLic�, and Wi11 be the actual length, area,
° solid coatents, numhers, and weiqht5 of the materials and
� it_ms ins�alled. _
C8-$.2 UNIT PRICES: When in the ProQosal a"Unit Prica" is
set forth, the said "Jnit Pric�" shall include the furnishing
by the �ontracter of aiI labor, tools, materials, machinery,
equipment, appliancas and apourtenances necessary £or t:�e
eonstruction of and the compl�tian in a manner ac�eptable to
the Engineer of aIl work to be done unde: these Coa�ract
Dccuments.
Lf The 'Unit Price" shall include a?1 per�anen� and te��orazy
protection of overhead, surface, and underground structures,
� , cleanup, finished, ove:hea3 expense, bond, i�surance, patent
fees, rcyalties, risk due to the elen�eats and othe: ca�ases,
delays, praf iLs, injuries, damages clai�s� t3X?5r azd a�I
cther items not specifically me�tioned that may be required to
� fully construct each i_em of the work camglete in place a�d in
a satis_`actocy condi�ion for ogeratian.
Q CS-8.3 LUMP SUM: W;�en in the Proposal a'Lunip Sum" is set
farth, the said "Lurt�p Sum" s;�a11 zepresent the total cost for
the �ont:actor tc furnish a:l Iabc:, tools, ma�e:ials,
� ma_hine-y, equipment, apgurtenances, a:�d all s:�bsidary work
' neCe5S3ry fer the cons�ruction and comple�ion o` all the vork
` to providz a conp'ete and functional item as de�aiied in the
Soe�ial Contract Documents and/or P1ans.
u C8-8.4 SCOPE QF PAYM=NT: The Contractoz s:�all receive and
accept the compensation, as he:e:n prov:ded, in full payment
� For f�rnis'�ing ai 1 labor, tcols, materials, and incidentals
foc gerfo:ming all vork contemplated and e:n5raced unde: these
Contra: t Docume.^.ts, for ail loss and damage a�ising out of the
� nature o` the wor�c or fcom the action of the e�e:ne:._s, fo: any
. ur,�oreseen de`ects or obstructiar.s w`�ich may a-ise oc be
encounte:ed during the presecution o: the v.�:k a_ any time
�
ca-a ci�
�
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b?�OC? 1C� f II'13: d=C?�;37C? OV �::2 C+W':?'� �aXC?�� d5 �.:�V_'?�ca.
in pacay'a; h C5-5.? 4l Pc. a? 1 ris'<s c_ v^a_�v�. des_: i�_icn
cer.n�c_�� �+_th th� p:esacu_.o� e_ t:-�� wo:�c, for a=? ex?e-sa
inc�::e� by o: in c�%se�uenc� c= sus�e^sion or discon=in.:a�;c;
o� suc� c�o�ec���ion o: tha wc:k:ng oge=atior.s as i:ere:n
5; a r:_ 1?'� � O_ d.'1 'a a R C d� 1 1:� � i 1.^, y^ ?,� ? 1� S O � � 3`.. ? Q� S �
tr3'.s.?�a:'[S � rOQ; y ly^:':�5� �: 0�:72; � Z�3� L?S2=V3�1Cl;S, 3f:'? �:.:
co-�oleteinc the �+c_� iR an acc��ta�1e ma^n_r accord-ng to t�e
f�?CR1S O� t:^e Cflf1��3C� DOCuiTiCil`.�.
The payz�en� of any curreat or pa:�ial es`.imate prior to fina=
accentance eF the work by the Owne� shall in no vay constitut�
an acknowledgment of t:�e acce�tanc� ef the werk, ma�erials, c:
equiYment, nor in any way prejudic� or a`fect the obligations
o� t:�e Con�ractez to repa�r, corr�ct, rene�, or repiacs at h:.s
ovn and prope: ex�ensz any defects o� i:nperfec:.ions ia the
construction or in the strength or quality of the matzria'_
ased or equipment oz machine:y furnished in or abou� tne
cfl nstruc tio n o_` the �erk under contract and its apou���nances,
or any darnage due er attributed to such d?:ects, which
de:�cts, imperfection, cr damage shall havz bees� discflvered oa
or be�ore the final inspection anc acceptanc:e of work or
during the one yeat guaranty period a`ter final acc�p�anca.
The OWner shall be the sole judge aL such defects,
imperEactions, er damage, and the Contractor shall be liabl�
to t�? Or��Ar for iailur� to c�rrect the sa:na as provided
herein. .
Cg-8 • 5 P�� :'.:iJ =�'"rus�:'sC A�iL�} �z:����T��'aL. s?2LSr?�:1 t:le Z�� 3�G�
�th dal e� eacn �ncntn the Can�ractcr sha21 subm:t to the
Ezgine=: a state:nent showinc an estima�e cf the va?�se o� t:�e
wcrK dcne du: ir.g the prsvious month, or esti�nate p?: iod und�,
the Ccntract Docu�nents. Not late: t?�a� �he IOth day a� t::e
mon:h the �ngine�= shall v�riFy such es�ima�Q, aad if it is
found to be acceptable and tne vaiue of w�rk perior:ned since
the last o3r�i31 payment xas made exce_ds cne hund:ed dolla�s
( S=�0 . 00 ) i z a:�o�:nt, 90� of such es�ima��d sum will be pa�3 to
t�e �en�r3��o: if t?�e tota: contcact a:ne��t is less tnan
540�,od�, or 95� o£ such estima�e3 sum W:1I he paid to tne
Con;racto: if the t�ta= cont:ac� amour.� is 5400,000 0: g�eater
Wi1:il�fl t'•v?C1�jr�i1V? (2�) G�dVS dF��: t:Ze Lc�y�l�d: 25�.2:Ild�? Oe:lOG�,
The �i_y wil? have t�e ap�ion c` prepa:ing e.s�i:�ates on for,.s
s�s:nis`�ed by th� City. The pa=tia? estima_e may i�cl�de
acce��a�l� r.onp�: isha'�1? ma��: ia'_s de_ive_e� t� t?�e vork w� ich
a�z to be inco: oorateri into the voz�k as a oe:�naz�n: pa: t
the�eoE, but which a'� t�z ttis time c` t'�e es`.ima:.e have not
b�_n ins_a11��. (such pay��nt vill be alloved on a hasis af
85� o` the n?` invcic� va�ue thereof .) T!�e Con�racc�r sha? I
f;�; �_,�; �?�o �zc,:n_e� s�.:c:� i^fcr:ra�ion as he may z_quest to a:d
ca—a cz�
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a z the veriFica_i�n o: th? prera:a�ion o°
� him as a guid i.
pa;tial estimates.
It is unde-stood ti�a� the pa: �ia1 esti:na�� f:cm mcnt� to mor.th
�rill be aporoxima=e only, a^d a'_i pa�tial mczt�Iy es=.,na�=_s
L; a;�d p3yment wi11 be subject to co�r�ction in the es�i:�a_�
rende:a� folloWing t;-�� dis�overy c� an er�o= iz any p�evio�s
ES�`.l;na=?�dfl� Si1G:7 P��ltild`.� S:':di� T�C�� 1!1 d:1V r?SC?C�� 27? t3'•{?!7
aas an admission oF the Ovne: o` the a�ount oL �+�_K dcne or o=
its quality of 51FELC1?i1C`j, er as an acce�tance o° t:ze worc
� done or tha release o: the Contractor v` a�y o: �i�
respcnsibilities unde: the Contract Documents.
T,ye �ity raserves the right tc withhcld the payc�en_ of any
� mant`�;y es�imat�� i� the contractor fails t� pe�form the wcr'�
� strictly in accordaace with the speci�:cations or provisions
af this c�ntract. •
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C8-8.5 WITHHCLDI!JG P�YMLN'".: PaYment on any estima�� at
estimates may be hA1d in abeyance if the per`or�anc� ei the
con��ruction o�e:ations is not in accardance w:th tha
requirzments e= the Contract Dccuments.
rg-$.7 FINAL ACC�PTANCE: Whenevsr the improvements provided
Fer by tne Contract Documants shall ha�ae been cflmpleted and
a11 requir��ents of the Cantract Doc�ments shall have been
fulfilled an the part of the Contractor, the Contracter s'�a? 1
notify the Engineet in writing tha� the i�Prov��ents a.� zead.r
� � v t:7 _
for t�e finai ins.ection. The Eag-ne-i sha_1 no�i�.
a�orocria_e o`Licials ef t:�� O�ner, will w:�hin a reasana�le
ti;ne :�ake such f inal in5pec�ion, a�d i: the work is
sa�isfac�ory, in an acceptable candition. �he Contract
completed in acco=dro ed modi ications+thereof, the Eagine�z
Documents and a_I app
vill initiatL the proces5ing e` the final estima�e and
recommend final acceptance o� the project and fina? paymen�
the=�:or as outlined in CS-8.8 below.
C8-8.8 FINAL PR"'�!�NT= wh'nev�r all the imcrovements provid�d
for by the Contcact Docu:�ents and all aporove� modifica�:ons
the:�o� shall hav� been comoleted and a11 teQui-'-n2n�s of the
�ontract Docume.^.�s have been fulEille� on the Qa= t oL the
Cont�actor, a-f�ital e�eiE1 �ene�o"as�soon asltheo n th2ssa�ty
will be Q.eoa�e.� by t q
mea�u:ements, comouta�iers, and c�ecks can be made.
.AlI prior
� 51bj@C� CO
. paym�nt.
�+i
estimatzs ugon w`�ich pay:��'�r has been made a�e
necessa�y cerrections or rsvisiens in the final
C8-8 (3)
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= s;-a�1 a��e3- wit::.n a:�=ioC o` one yea: ::c-� t'.^.e da_e c�
final a=ce��anc� o° t5e wc:�c uzless a long�: Qe:iod is
s.eci�ied ands;�a�i fu�z_sh a good and su`ficie.^.= ;naiz�ena::c�
�� bonc in the a:;1cu,^.t c: i00 pe.�znt o` th` a.�o��n� �� t`.:e
CvR�:�.^... W:liC� S;73'L� d���:�? t.^.L' F7?��C:�a�ce Q� t.Z? C>>.^?:31
g�sa�a:���y as a5ov� eu_Iine. T;za Cwn�= w:'_i g:ve notic� c`
� o�se:�re3 de`_ects with reasor.a��� prcmp=zess.
� �8-8.11 SJ�SIDIA�Y WO�t,: An': azd all work s,eci`ica__y
- governe� by documentary requirements for the project, such as
conditions im�osed by the Pians, the Geae:al Contract
r pocuments or th�se Special Contract Docu:�ents, iz w'r.ic� no
� specific item for bid has beea prov�ded far i1 t5e P-coosa?,
shall be considered as a subsid�ary ita:� o= s�ork, the cos� a£
which shall be included in the price hid in the P.ocesa'_, fcr
a each bid item. Surfac� reste:atioa, zocx excava�ioa azd
cleanup a:e gene�a� ite:ns ef work which fall in the ca�egor�
of subsidiary work.
� CS-8. 12 MZSC :LL:�NEOUS PLACE.u.ENT OF M�,TERI�I.: Materia? may be
allocate3 under vazious bid itz�as in the Pr000sal to es�ablish
unit prices for misc�llaneous placament af materia�. These
� mat�rials shaZl be us�d only when directed by the Engineer,
dependiag on f ield conditions. Payment for miscelianeou=
placement of material will be made for anZy that auflunt o_
Q ma�erial used, measured to t��e nea�est one-tenth unit.
?aymeat for misc�I'_aneous plac�:�ent vf cnatarial shall be in
accor3anc� w:th the General Contract Dcc�ments r_ga_d''-ss of
� the actual amount used for the project.
G8-8.13 R�CORD DOCUM£'�TS: Contractot shal� keep on zecord a
cooy c: all spPcifica:ions, plans, addenda, modificatieas,
� shop drawings and sa:nples a� .the site, in good c=3e= az�
annotated to shov all chaages made du:ing the cens:.ruc�ian
precess. These sha11 be deiive:ed to Enginee: u�cn co:�ple�ion
� o�'�he work.
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SECTION C1 SUPPLEMENTARY CONDITIONS TO SECTION C
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A. General
� These Supplementary Conditions amend or supplement the
General Conditions of the Contract and other provisions of
D the Contract Documents as indicated below. Provisions which
are not so amended or supplemental remain in full force and
affect.
� B. Paragraph C3-3.2 shall be deleted in its entirety and
replaced with following:
� "C3-3.2 Minority and Women Business Enterprise Compliance:
Q Upon request, Contractor agrees to provide Owner complete and
accurate information regarding actual work performed by a
Minority Business Enterprise (MBE) and/or a Women Business
� Enterprise (WBE) on the contract and payment therefore.
� Contractor further agrees to permit an audit and/or
,
examination of any books, records or files in its possession
� that will substantiate the actual work performed by an MBE
and/or WBE. The misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud
� by the Contractor will be grounds for termination of the
contract and/or initiating action under appropriate federal,
� state or local laws or ordinances relating to false
statements; further, any such misrepresentation (other than a
` negligent misrepresentation) and/or commission of fraud will
. result in the Contractor being determined to be irresponsible
� and barred from participation in City work for a period of
time not less than three (3) years.
C. Part C-General Conditions: C3-3.7 Bonds, the paragraph after
subparagraph d. Change the paragraph to read as follows:
a"No sureties will be accepted by the Owner which are at the
time in default or delinquent on any bonds or which are
O interested in any litigation against the Owner. In order for
a surety to be acceptable to the City, (1) the name of the
surety shall be included on the current U.S. Treasury List of
� Acceptable Sureties {Circular 870}, or (2) the surety must
have capital and surplus equal to ten times the amount of the
bond. The surety must be licensed to business in the State
a of Texas. The amount of the bond shall not exceed the amount
shown on the Treasury list or one-tenth (1/10) of the total
capital and surplus. If reinsurance is required, the company
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writing thee reinsurance must be authorized, accredited or
trusteed to do business in Texas."
�
Section C8-8.5 should be deleted in its entirety and replaced
with the following:
"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
processed by the City on the lOth day and 25�h day
respectively. Estimates will be paid within 25 days
following the end of the estimate period, less the
appropriate retainage as set out below. Partial pay
estimates may include acceptable non-perishable materials
delivered to the work place which are to be incorporated into
the work as a permanent part thereof, but which at the time
of the pay estimate have not been so installed. If such
materials are included within a pay estimate, payment shall
be based upon 85% of the net invoice value thereof. The
Contractor will furnish the Engineer such information as may
be reasonably requested to aid in the verification or the
preparation of the pay estimate.
For contracts of less than $400,000 at the time of execution,
retainage shall be ten percent (10%). For contracts of
$400,000 or more at the time of execution, retainage shall be
five percent (5%).
Contractor shall pay subcontractors in accord with the
subcontract agreement within five (5) business days after
receipt by Contractor of the payment by City. Contractor's
failure to make the required payments to subcontractors will
authorize the City to withhold future payments from the
Contractor until compliance with this paragraph is
accomplished.
It is understood that the partial pay estimates will be
approximate only, and all partial pay estimates and payment
of same will be subject to correction in the estimate
rendered following the discovery of the mistake in any
previous estimate. Payment of any partial pay Owner of the
amount of work done or of its quality or sufficiency or as an
acceptance of the work done; no shall same release the
Contractor of any of its responsibilities under the Contract
Documents.
The City reserves the right to withhold the payment of any
partial estimate if the Contractor fails to perform the work
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in strict accordance with the specifications or other
provisions of this contract."
Part C- General Conditions: Paragraph C3-3.11: Delete
subparaqraph a.
Part C- General Conditions: Paragraph C3-3.11: Delete
subparagraph g.
Paragraph C3-3.5 Award of Contract:
In the third line of the first paragraph, revise "forty-five
(45)" to "sixty (60)".
Revise the second paragraph to read as follows:
"The award of the contract, if an award is made, will be to
the lowest and best responsible bidder on each unit
individually (See Page Part B- Summary).
Part C - General Conditions:
Delete Section C6-6.12 "CONTRACTOR'S RESPONSIBILITY FOR
DAMAGE CLAIMS" in its entirety, and replaced with the
following:
"C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor covenants and agrees to indemnify City's engineer
and architect, and
their personnel at the project site for Contractor's sole
negligence. In addition, Contractor covenants and agrees to
indemnify, hold harmless and defend, at its own expense, the
Owner, its officers, servants and employees, from and against
any and 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 an� such
in " , da.maqe or death is caused, in whole or in part, by the
ne,qligence or alleged ne�ligence of Owner, its officers,
servants, or employees. Contractor likewise covenants and
agrees to indemnify and hold harmless the Owner from and
against any and all injuries to Owner's officers, servants and
employees and any damage, loss or destruction to property of
the Owner arising from the performance of any of the terms and
conditions of this Contract, whether or not an� such iniury or
�e is caused in whole or in �art bY the ne _qliqence or
alleqed negli�ence of Owner, its officers, servants or
employees.
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In the event Owner receives a written claim for damages
against the Contractor or its subcontractors prior to final �
payment, final payment shall not be made until Contractor
either (a) submits to Owner satisfactory evidence that the
claim has been settled and/or a release from the claimant �
involved, or (b) provides Owner with a letter from
Contractor's liability insurance carrier that the claim has
been referred to the insurance carrier. }�
The Director may, if he deems it appropriate, refuse to accept
bids on other City of Fort Worth public work from a Contractor �
against whom a claim for damages is outstanding as a result of
work performed under a City Contract."
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D-1
D-2
D-3
D-4
D-5
D-6
D-7
D-8
D-9
D-10
D-11
D-12
D-13
D-14
D-15
D-16
D-17
D-18
D-19
D-20
D-21
D-22
D-23
D-24
D-25
D-26
D-27
D-28
D-29
D-30
D-31
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D-46.
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PA�T D - SREClAL CONDl7iC1NS
AWARD OF CONTRACT ....................................................................................... SC-3
SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-3
f
GENERAL.............................................................................................................. SC-4
TAXEXEMPTIONS..••••-•-•-• ..........................................................•-•--•--.................. SC-6
PROJECT DESIGNATION........•-••-•-• ..................................................................... SC-6
EQUAL EMPLOYMENT PROVISIONS .................................................................. SC-6
PRE-CONSTRUCTION CONFERENCE ................................................................ SC-6
COORDINATION MEETINGS ................................................................................ SC-6
PROJECT ABANDONMENT .................................................................................. SC-6
BREAKDOWN OF BID PROPOSAL ...................................................................... SC-6
OMIT............................:.......................•-•-•--•-•-••-.................................................... SC-6
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW......... SC-7
MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... SC-9
CALENDAR DAY ................................................................•••--............................ SC-11
SUBSIDIARY WORK ........................................................................................... SC-11
WAGERATES ............................................•---........-•---••--•-.................................. SC-11
EASEMENTS AND PERMITS ..................................•••-........................................ SC-13
COORDINATION WITH FORT WORTH WATER DEPARTMENT ....................... SC-13
DAMAGE TO PRIVATE PROPERTY ................................................................... SC-13
SHOPDRAWINGS .............................................................................................. SC-13
CROSSING OF EXISTING UTILITIES .............................................:................... SC-14
EXISTING UTILITIES AND IMPROVEMENTS ..................................................... SC-14
CONSTRUCTION TRAFFIC OVER PIPELINES .................................................. SC-15
TRAFFICCONTROL ................................•---........................................................ SC-15
PAYMENT.....................................................................................�...................... SC-16
DELAYS............................................................................................................... SC-16
DETOURS......................................................................�.................................... SC-16
BARRICADES AND WARNING SIGNS ........................................._..................... SC-16
EXAMINATION OF SITE ...................................................................................... SC-17
ZONING COMPLIANCE .......................................••••---......................................... SC-17
WATER FOR CONSTRUCTION .......................................................................... SC-17
WASTE MATERIAL :............................................................................................ SC-17
CLEANUP FOR FINAL ACCEPTANCE ............................................................... SC-17
PROPERTYACC�SS ...............................................•---....................................... SC-17
CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......................... SC-17
SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .................... SC-17
CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC-18
SANITARY FACILITIES FOR WORKERS ........................................................... SC-19
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC-19
RIGHTTO AUDiT ......................................••-...........---......................................... SC-19
INCREASE OR DECREASE IN QUANTITIES ..................................................... SC-20
CUTTING OF CONCRETE .................................................................................. SC-21
PROJECT DESIGNATION SIGN ......................................................................... SC-21
CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ............................. SC-21
MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SC-21
TYPE «C„ BACKFILL ......................................................•-••..._.............................. SC-21
CRUSHED LIMESTONE BACKFILL .................................................................... SC-22
2:27 CONCRETE .......................................................:......................................... SC-22
TRENCH EXCAVATION, BACKFILL AND COMPACTION .................................. SC-22
PAVEMENT REPAIR (E2-19) .............................................................................. SC-23
SC-1 �
PART D - SPECIAL GQ�IDITIONS
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY.. SC-24
D-52 SANITARY SEWER MANHOLES ........................................................................ SC-25
D-53 SANITARY SEWER SERVICES .......................................................................... SC-28
D-54 NOT USED .......................................................................................................... SC-29
D-55 REI1fIOVAL, SALVAGE AND ABANDONMENT OF EXISTiNG _FACILITIES......... SG29
D-56 DETECTABLE WARNING TAPES ..............................••-•-•-•.....................•••••....._. SC-31
D-57 PIPE CLEANING .................................................................................................. SC-31
D-58 BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-31
D-59 DISPOSAL OF SPOIUFILL MATERiAL .......................:....................................... SC-31
D-60 MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC-32
D-61 SUBSTITUTIONS......••• .................................................................�....................... SC-32
D-62 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES. SC-32
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES .................................. SC-35
D-64 BYPASS PUMPING ............................................................................................. SC-37
D-65 POST-CONSTRUCTION TELEVISION INSPECTI�ON OF SANITARY SEWERS SC-37
D-66 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-39
D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTfON CONTROL.. SC-39
D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................ SC-40
D-69 PROTECTION OF TREES, PLANTS AND SOIL ..................:.............................. SC-40
D-70 SITE RESTORATION .......................................................................................... SC-40
D-71 STANDARD PRODUCT LIST .............................................................................. SC-41•
D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS ......................................... SC-41
D-73 _ TOPSOIL, SODDING AND SEEDING .......................................................y.......... SC-41
D-74 CONFINED SPACE ENTRY PROGRAM ............................................................. SC-46
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION .:................. SC-47
D-76 EXCAVATION NEAR TREES ............................................................................. SC-47
D-77 CONCRETE ENCASEMENT OF SEWER PIPE ......................................:.......... SC-48
D-78 CLAY DRM ....................•-•--•...................................................... .......................... SC-48
D-79 EXPLORATORY EXCAVATION (D-HOLE) ............................•---.......................... SC-48
D-80 INSTALLATION OF WATER FACILITIES ............................................................ SC-49
80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE .................................................. SC-49
80.2` BLOCKING ..............................................:........................................................... �SC-49
80.3 TYPE OF CASING PIPE ...................................................................................... SC-49
80:4 TIE-INS ................................................................................................................ SC-49
80.5 CONNECTION OF EXISTING MAINS---......•--• ........................................••-•......... SC-50
80.6 VALVE CUT-INS ..........................................:.....................................•-................ SC-50
80.7 WATER SERVICES ............................................................................................. SC-50
80.8 2-INCH TEMPORARY SERVICE LINE ................................................................ SC-52
80.9 ADJUST MANHOLES AND VAULTS (UTILITY CU� .......................................... SC-53
80.10 ADJUST WATER VALVE BOXES ........................................................._.............. SC-53
80.11 PURGING AND STERILIZATION OF WATER LINES .............................�........... SC-53
80.12 WORK NEAR PRESSURE PLANE BOUNDARIES ............................................. SC-54
80.13 WATER SAMPLE STATION ..............................................................................•. SC-54
80.14 DUCTILE IRON AND GRAY IRON FITTINGS ...................................................... SC-54
D-81 SPRINKLING FOR DUST C�NTROL .................................................................. SC-55
D-82 DEWATERING ..............•--...........................•--...................................................... SG55
D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC-55
D-84 TREE PRUNING .................................................................................................. SC-55
D-85 TREE REMOVAL ................................................................................................. SC-56
D-86 TEST HOLES ........................................................................................�............. SC-56
oa✓��ss SC-2
D
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PART D - SPECIAL �QNQITI4NS
FOR: MAIN 219 DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS — PART 7
FORT WORTH, TEXAS
UNIT 1— DOE PROJECT NO. 2551
UNIT 2— DOE PROJECT NO. 2555
UNIT 3— DOE PROJECT NO. 2556
SEWER PROJECT NO. PS46-070460410090
D-1 AWARD OF CONTRACT: The �ity reserves the right to abandon without obligation to the
p contractor, any part of the project, or the entire project, at any time before the contractor begins
any construction work authorized by the City. Award, if made, shall be to the responsive low
bidder.
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The following shall apply for contract documents with multiple units of work. Each unit
represents a separate project, each with an individual M/WBE specification and proposal
section. The proposal sections are arranged to allow prospective bidders to submit bids on one
unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the
responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two
units or more, a single set of contract documents consisting of all applicable units will be created
and one single award of contract shall be made. The Contractor shall comply with the City's
M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE
repor#s for eacb Unit inclucled in the Contract. _
Construction time on all units will run concurrently. For situations involving approved contracts
with multiple units, the total allowable construction completion time period for all the units 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 contra�tor(s) shall be required to start construction on the project no later than ten (10)
calendar days after the pre-construction meeting date. The City shall begin to charge time on
the project to the contractor eleven days after the pre-construction meeting date.
D 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
D executed letters of intent (with M/WBE subcontractors) at the time of submittal of the
UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both
parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not
D be allowed to begin worfc. Time on the project will start to accumulate at the end of the ten (10)
da�s as stipulated above.
DOS/13N39 SC-3
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PAR7 D - S[�EGIAL CQNDITIQNS
Additional submittals at time of pre-construction meeting shall includ� (but not limited to):
Contracfors Wortc Pian and Schedule
Disposal Site for Waste Material Information
Sub-Contractor ldentification
Trench Safety Design (if required)
Confined Space Entry Program
Name and number of a responsible person for off hour emergencies
Project schedule which must reflect a project completion date to be determined by the
completion time period stipulated in the proposal section.
The pre-construction conference is intended as a forum between the contractor and the
appropriate City staff to go over the project in detail and to afford the contractor the opportunity
to submit all the required documents listed above.
If the contractor fails to submit any of the required documents, the contra�tor will not be allowed
to begin work and time on the project will start to accumulate. ,
D-3 GENERAL:
The order or precedence in case of conflicis or discrepancies between various parts of the
ContraGt Documents subject to the ruiing of the Engineer shall generally, but not necessarify,
follow the guidelines listed below:
1. Plans
2. Contract Documents
3. Specia! Conditions
The following Special Conditions shall be applicable to this project and shall govem over any
conflicts with the General Contract Documents under the provisions stated above. The
Contractor shall be responsible for defects in this project due to faulty materials and
workmanship, or both, for a period of one (1) year from date of final acceptance of this project by
the City Council of the City of Fort Worth and will be required to replace at his e�pense any part
or all of this project which becomes defective due to these causes.
The City reserves the right to abandon, without obligation to the Contractor, any part of the
project, or the entire project, at any time before the Contractor begins any construction work
authorized by the City. Contract, if awarded, shall be as described in "Award of ConfracY' above.
Subject to modifications as herein contained, the Fort Worth Water Department's Generai
Contract Documents and General Speci�cations, 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 i�ientification 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 fumished in a faithful manner as
though requi�ed by all.
oa✓��iss SC-4
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PART D - SPEGlAL CQNQITEQf�S
Any Contractor perForming any work on Fort Worth water or sanitary sewer facilities must be pre-
qualified with the Wate� Department to perForm such work in accordance with procedures
described in the current Fort Worth Water Department General Specifications, which general
specifications shall govem performance of all such woric.
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 STORM DRAIN CONSTRUCTION -
CITY OF FORT WORTH ,
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH
CENTRAL TEXAS
A copy of either of these specifications may be purchased at the office of the Transportation and
� 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 remov� any portion, segment or sheets from the
contract document at any time., Failure to bid or fulty execute contract without retaining
contract documents intact may be grounds for designating bids as "non-responsive" and
rejecting bids or voiding contract as appropriate as determined by the City Engineer.
INTERPRETATION AND PREPARATION OF PROPOSAL:
A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered,
accompanied by its proper Bid Security, to the Purchasing Manager or his representative at
the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole
responsibility to deliver the proposal at the proper time to the proper place. T�e mere fact
that a proposal was dispatched will not be considered. The Bidders must have the proposal
actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word
"PROPOSAL", and the name or description of the project as designated in the "Notice to
Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth
Purchasing Division, PO Box 17027, Fort Worth, Texas 76102.
B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager
cannot be withdrawn prior to the time set for opening proposals. A request for non-
consideration of a proposal must be made in writing, addressed to the City Manager, and
filed with him prior to the time set for the opening of proposals. After all proposals not
requested for non-consideration are opened and publicly read aloud, the proposals for which
non-consideration requests have been prope�ly filed may, at the option of the Owner be
retumed unopened.
C. TELEGRAPH�IC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time-prior to the time set for opening proposals, provided
oa���s SC-5
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PART D - �PECIAL CO�ND[TlONS
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time prior to the time set for opening proposals, provided
such telegraphic communication is received by the Purchasing Manager prior to the said
proposal opening time, and provided further, that the City Manager is satisfied that a written
and duly authenticated confirmation of such telegraphic communication over the signature of
the bidder was mailed prior to the proposal opening time. If such confirmation is not recgived
within forty-eight (48) hours af#er the proposal opening time, no further consideration will be
given to the proposal.
D-� TAX EXEMPTIONS: This contract is issued by an organization which qualifies for
exemption pursuant of the provisions of Article 2Q.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 Stafe 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 befinreen labor and material costs prior to
execution of the contract.
D�5 PROJECT DESIGNATION: Construction under these Special Documents shall be
performed under the Project Designation: Project No. PS46-070460410090
D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance
Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-
A-21 through 12-A-29) prohibiting discrimination in employment practices.
The Contractor shall.post the required notice to that effect on the project site, and at his �equest,
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, arid 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
pres�nt at all meetings.
D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation
to the Contractor, any part of the project, or the entire project, at any time before the Contractor
begins any construction work authorized by the City.
D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor
shall fumish a cost breakdown of those bid items shown in the Proposal as lump sum items.
This information is for use in the preparation of a recommendation to `the City for award of
contract.
D-11 OMIT:
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PART D - ,SPE�[AL Ct'a(�IQITlC�N�
D-12 CONTRACTOR COMPL(ANCE WtTH WORKER'S COMPENSATtON LAW:
A. Definitions:
1. Certi�rcat�on of �age ("certificate"). A cvpy 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 worfc on the project
until the contractor's/person's work on the project has been completed and accepted by
the govemmental entity.
3. Persons providing services on the project ("subcontractor' in §406.096)- includes all
persons or entities perForming all or part of the ser�ices the confractor 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
timitation, independent contractors, subcontractors, leasing companies, motor carriers,
owner operators, employees of any such enfity, or employees of any entity which
fumishes persons to provide services on the project. "Services" inciude, without
limitation, providing, hauling, or delivering equipment or materials, or providing labor,
transportation, or other services related to a project. "Services" does not include
activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery of portable toilets.
B. The Contractor shaU provide coverage, based on proper reporting of classificaiion codes and
payroll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor
p�oviding 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 cu�rent certificate of coverage ends during
the duration of the project, the contra�tor must, prior to the end of the coverage period, fi(e a
new certi�cate of coverage with the govemmenta( entiiy showing that coverage has been
extended.
E. The Contractor shall obtain from each person providing services on a project, and provide
the govemmental entity:
9. A certificate of coverage, prior to that persori 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 afte4r 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.
DOS/,3/�9
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PART D , SPEGIAL CONDITIQNS
F. The contrac#or shal! fietain all required cer#ificates of coverage for the duration of the project
and, for one year thereafter.
G. The contractor shall notify the govemmental entity in writing by certified mail or pei-sonal
delivery, within ten (10) days after the contractor knew or should have known„ of any change
that materia(ly affects the provision of coverage of any person providing senrices on the
project.
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Worker's Compensation Commission, informing all persons
providing 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 requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
2. Provide to the Contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is_ being provided for all employees of the person
providing services o,n the project, for the duration of the project;
3. Provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage shawing 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 cuRent certificate of coverage
ends during the duration of the project.
5. Retain all requireci �ertificates of coyerage on fil� fo� the duration of th� project and for
one year thereafter.
6. Notify the govemmental 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 material(y
affects the provision of coverage of any person providing senrices on the project; and
7. Contractually require each person with whom it contracts, to perform as required by
,paragraphs (1)-(7), with the certificates of coverage to be provided to the person for
whom they are providing services.
8. By signing this contract or providing or causing to be provided a certificate of coverage,
the coritractor is representing to the govemmental entity that all employees of the
08/13/99
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PAR� D - SPEGtAL CQNDITIt�NS
contractor who will provide services on the project will be covered by worker's
compensation coverage for the duration of the project, that the coverage will be based on
proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing false or
misleading information may subject the contractor to administrative, criminal, civil
penalties or other civil actiorSs.
9. The contractor's failure to comply with any of these provisions is a breach of contract by
0 the contractor which entitles the govemmental entity to declare the contract void if the
contractor does not remedy the breach within ten days after receipt of notice of breach
from the govemmental entity.
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J. The contractor shall post a notice on each project site informing all persons providing
senrices 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 WorkePs 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 o� 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."
Cal( the Texas Worker's Compe�sation Commission at (512)440=3789 to receive information
o — on-tfie legal- rerquirement for coverage, to verify whether your employer has provided the
required coverage, or to report an employer's failure to provide coverage". _
� D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WSE) COMPLIANCE: 1n
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
!J prdinance may be obtained from the Office of the City Secretary. Failure to comply with the
ordinance shall be a material breach of contract.
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The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD F�41TH
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
oai��ss SC-9
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PART Q - SP�CIAL CQNDlTIQN�
MBE and/or WBE. The misrepresentation of acts (other than a negiigent misrepresentation)
and/or the commission of fraud by the Contractor will be grounds for #ermina#ion of the contract
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)
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 compiy with the City's M/WBE Ordinance, or to demonstrate "good
faith effort", shall result in a bid being rendered non-responsive to specifications.
Contractor shall provide copies of subcontracts or co-signed letters of intent with approved
M/V1/BE 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 totai dollar amount of� the
contract with a joint venture equal -to the percentage of the M/WBE participation in the joint
venture for a clearly defined portion of the work to be perFormed. All M/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 MM1BE utilization or good faith effort
forms as applicable. Failure to contact the I�sted M/V1/BE subcontractor or supplier prior to bid
opening may result in the rejection of bid as non-responsive.
Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE
shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of
the original contract, the MNVBE coordinator shall determine the goals applicable to the work to
be performed under the change order.
During the term of the contract the contract shall:
1. Make no unjustified changes or deletions in it's M/WBE participation commitments
submitted with or subsequent to the bid, and,
2. If substantial subcontracting and/or substantial supplier opportunities arise during the
term of the contr�ct which the contractor had r,epr�sented he would, perform with hisn
forces, the contractor shall notify the City before subcontracts or purchase orders are let,
and shall be required to comply with modifications to goals as determined by the City,
and ,
3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to
change or delete any of the M/V1/BE subcontractors or suppliers. Justification for change
may be granted for the following:
a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation
Insurance.
b. Failure of Subcontractor to provicle required general liability of other insurance.
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F�ART D - SPEGIAL CQNDlT1QNS
c. Failure of Subcontractor to execute a standard subcontract form in the amount of the
proposal used by the Contractor in preparing his M/WBE Participation plan.
d. Default by the M/V1/BE 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:
C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. The Contractor
will not be allowed to work on Sundays or any holidays observed by the City of Fort
wortn.
D-15 SUBSlDIARY WORK: Any and all work specifically govemed by documentary
requirements for the project, such as conditions imposed by the Plans, the General Contract
Documents or these Special Contract Documents, in which no specific item for bid has been
provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which
shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal
and replacement of fencing, and cleanup are general items of work which fall in the category of
subsidiary work.
D-16 WAGE RATES: The labor ctassifications 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 classi�cations and rates that shall govem on all
work performed by the Contractor or any Subcontractor on the site of the project cavered by
these Contract Documents. In no event shall less than the following rates of wages be paid.
(Attached)
CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILlNG WAGE RATE FOR 1995
CLASSIFICATION RATE
Air Tool Operator
� Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Batterboard Setter
(� Carpenter
�j Concrete Finisher (PA�
Concrete Finisher (STRS)
� . Concrete Rubber
Electrician
Fiagger
Form Builder (STRS)
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$7.554
$8.565
$8.255
$9.371
$8.920
$9.447
$9.345
$9.058
$7.733
$12.761
$5.598
$8.717
SC-11
CLASSIFICATION
Fortn Liner
Form Setter (Pav 8� Curb)
Form Setter (Structures)
Laborer, Common
Laborer, Utility
Mechanic
Oiler
Servicer
Piledriver
Pipelaye�
Blaster
RATE
$8.913
$8.686
$8.427
$6.402
$7.461
$10.658
$8.698
$8.104
$7.500
$8.509
$11.333
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PART D - SPEGIAL CCat�tDlT[4NS
CLASSIFICATION RATE
CLASSIFICATION RATE
POWER EQUIPMENT OPERATORS
Asphalt Distributor $8.404
Asphalt Paving Machine $9.053
Broom or Sweeper Operator $7.908
Bulldozer, 150 HP or Less $8.703
Bulldozer, Over 150 HP $9.160
Concrete Paving Curing Mach.$8.213
Concrete Pav Finishing Mach. $9.453
Concrete Paving Form Grader$8.500
Concrete Paving Joint Mach. $9.042
Concrete Paving Joint Sealer$7.350
�oncrete Paving Float $7.875
Concrete Paving Saw $9.290
Concrete Paving Spreader $9.750
Slipform Machine $9.000
Crane, Clamshell, Backhoe,
Demck; Dragline, Shovel
(Less than 1 %2 cy) $9.513
Crane, Cfamshell, Backhoe,
Derrick, Dragiine, Shovel
(1 %Zcy&Over) $10.517
Cnashing or Scmg Plt Opr. $9.500
Elevating Grader Foundation
Drill Oper. (Crawler Mounted) $10.000
Fou�dation Drill Operator
(Truck Mounted) $11.138
Foundation Drill Opr Helper
Front Ent Loader
(2 %2 CY or Less) $8.823
Front Ent Loader
(Over 2 %2 C� $9.311
Hoist (Double Drum & Less) $8.917
Milling Machine Operator $6.650
Mixer (Over 16 CF) $9.000
Mi�cer (16 CF & Less) $7.913
Mixer - Concrete Paving $9.500
Motor Grader Operator
(Fine Grade) $10.346
Motor Grader Operator $9.891 �
Pavement Marking Machine $6.402
Posthole Drilier Operator $9.000
Roller, Steel Wheel
(Plant-Mix Pavements) $8.339
Roller, Steel Wheel
(Flatwheel or Tamping) $7.963
Roller, Pneumatic Seif-Pro $7.403
Scraper - 17 CY & Less $8.138
Scraper - Over 17 CY $8.205
Side Boom $7.793
Tractor - Crawler Type
(150 HP 8� Less) �8.448
Tractor - Crawler Type
(Over 150 HP) $8.873
Tractor - Pneumatic $7.735
Traveling Mixer $7.615
Trenching Machine - Light $8.188
Trenching Machine - Heavy $12.498
Wagon-Drill, Boring Machine $9.000
Reinforcing Steel Setter
(Paving) $9.218
Reinforcing Steel Setter
(Structural) $11.548
Steel Worker - Structural $16.300
Sign Erector $11.436
Spreader Box Operator $6.988
Barricade Servicer Zone Wk. $6.402
Mounted Sign Installer
(Permanent Ground) $6.402
Truck Driver - Single Axle
(Light) $7.465
Truck Driver - Single Axfe
(Heavy) $8.067
Truck Driver - �andem Axle
(Semi-Trailer) $7.816
Truck Driver - Lowboy/Float $9.653
Truck Driver - Transit Mix $7.507
Truck Driver - Winch $8.200
Vibrator Operator $7.000
Welder $10.459
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D-17 EASEMENTS AND PERMiTS: The performance of this contract requires certain
temporary construction, right-of-entry agreements, and/or permits to perform work on private
property.
The City has attempted to obtain the temporary construction and/or right of-entry agreements for
properties where construction activity is necessary on City owned facilities, such as sewer lines
or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it
shall be the Contractor's responsibility to obtain the agreement prior to beginning work on
subject property. This shall be subsidiary to the contract. The agreements which the City has
obtained are available to the Contractor for review by contacting the plans desk at the
Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the
Contractor to obtain written permission from property owners to perform such work as cleanout
repair and sewer service replacement on private property. Contractor shall adhere to all
requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractors
attention is directed to the agreement terms along with any special conditions that may have
been imposed on these agreements, by the property owners.
The easements and/or private property shall be cleaned up after use and restored to its original
D 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.
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The City has obtained the necsssary documentation for railroad and/or highway permits required
for construction of this project. The Contractor shall be responsible for complying with afl
provisions of such permits and shall pay any and all costs associated with the permit(s). It is the
Contractor's responsibiiity 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 i#em.
D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction
of this project, it will be necessary to deactivate, for a period of time, existing lines. The
Contractor shall be required to coordinate with the Water Department to determine the best
times for deactivating and activating those lines.
D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace
any damage to private property, including but not limited to fences, walls, pavement and water
and sewer services, at no cost to the Owner. This shall be subsidiary to the contrac# and not a
separate pay item.
D D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the
Construction Engineer, for all equipment and materials for this project. Contractor shall submit
seven (7) copies of shop drawings, layouts, manufacture�'s data and material schedules as may
D be required by the Engineer for his review. Such review by the Engineer shall include checking
for general conformance with the design concept of the project and general compliance- with
information given in the General Contract Documents. Indicated action by the Engineer, which
� may result from his review, shall not constitute concurrence with any deviation from the plans
and specifications unless such deviations are specifically identified by the method described
below, and further shall not relieve the Contractor of responsibility for errors or omissions in the
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PART D � SPE�f/�L GQNQiTIQNS
submitted data. Processed shop drawing submittal are not change orders. The purpose of
submittaCs, by the Contractor, is to demonstrate that the Contractor understands the design
concept, and that he demonstrates his understanding by indicating which equipment and
materials he intends to fumish and install, and by detailing the fabrication and installation
methods he intends to use. If deviations, discrepancies or conflicts befinreen submittals and the
design drawings and/or specifications are discovered, either prior to or after submittals are
processed, the design drawings and specifications shall govem. The Contractor shall be
responsible for all dimensions which are to be confirmed and correlated at the job site,
fabrication processes and techniques of construction, coordination of his work with that of other
trades and satisfactory performance of his work. The Contractor shall check and verify all
measurements and review submittals prior to being submitted, and sign or initial a statement
included with the 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 Engineer prior to the start of work.
D-21 CROSSiNG OF EXlSTING 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 shal! be made water tight or be constructed of ductile iron pipe. The
required length of replacement shall be determined by the Engineer. The material for sanitary
sewer mains and sanitary sewer laterals shall be Class 51 Ductile. Iron Pipe with polyethylene
wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soi� 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
mutuall�r agr�ed that such failure shall not be considered sufficient basis for claims for addition�l
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 exisiing
utilities, service lines, or other property exposed by his construction operations. Contractor shall
make all necessary provisions for the support, protection, relocation, and/or temporary relocation
of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines,
electrical cables, drainage pipes, and all other utilities .and structures both 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 cosi incurred for the protection and/or
temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe
installed. NO ADDITIONAL COMPENSATION W1LL BE ALLOWED.
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PART D - Sf�EGIAL CONLlIT10NS
Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace
or repair the utilities or service lines with the same type of original material and construction, or
better, unless otherwise shown or noted on the plans, at his own cost and expense. The
Contractor shall immediately notify the Owner of the damaged utility or service line. He shall
cooperate with the Owners of all utilities to locate existing underground facilities and notify the
Engineer of any conflicts in grades and alignment.
Any and all permanent structures such as parking lot surFace, fencing, and like structures shall
be replaced at no cost to the City by material of equal value and quality as that damaged.
In case it is necessary to change or move the property of any Owner of a public utility, such
property shall not be moved or interfered with until ordered to do so by the Engineer. The right
is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of
making such changes or repairs of their property that may be made necessary by perFormance
of this contract.
The utility lines and conduits shown on the plans are for information only and are not guaranteed
by the City of the Engineer to be accurate as to e�ctent, location, and depth; they are shown on
the plans as the best information available at the time oi 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 firom
these possibly excessive loads. The Contra�tor 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 results from
any phase of his construction operation.
D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control
� during the construction of this project consistent with the provision set forth in the "1980 Texas
Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority
of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d
D Vemon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the
Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook
for Construction and Maintenance Work Areas.
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The Contractor will not remove any regulatory sign, instructional sign, street name sign or other
sign which has been erected by the City. If it is deteRnined that a sign must be removed to
permit required construction, the Contractor shall contact the Transportation/Public Works
Department, Signs and Markings Division, (Phone Nu�nber 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 CpNQITtONS
meeting the requirements of the above-referenced manual and such temporary sign must be
instailed prior to the removat of the permanent sign. If the temporary sign is not installed
correctly or if it does not meet the required speci�cations, 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, the Contractor shall again contact the
Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in
place until such reinstallation is completed.
1. The Contractor shall fumish 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 tra�c 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 the pipe except as
follows:
1. Separate payment will be made for removat of all fire hydrants, gate °'valves 16-inch and
larger, and sanitary sewer manholes regardless of location.
2. Payment wiil be made for salvaging, aba�doning, and/or removing of all other existing
facilities when said facility is not �being replaced in the same trench, i.e., when removal
requires a separate trenching operation.
D-26 DELAYS: The Contractor shall receive no compensation fo� delays or hindrances to the
work,_ except when direct and unavoidable extra cost to the Contractor is caused by the failure of
the City to provide information or material, if any, which is to be fumished by the City. When
such extra compensation is claimed, a written statement thereof shall be presented by the
Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to
the Council for final approval or disapp�oval; 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
pe�Formance of extra work, or by the failure of the City to provide material or necessary
instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent
extension of time, his application for which shall, however, be°subject to the approval of t�ie City
Council; �nd no such extension of time shall releas� 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 ir�terruption to traffic and pedestrian facilities and to the flow of vehicular and
pedestrian traffic within the project area.
D-28 BARRtCADES AND WARNING SIGNS: Barricades, waming and detour signs shall
conform to the Standard� Specifications "Barriers and Waming, and/or Detour Signs,� Item 524,
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PART Q - SPECtAL CQNQITlC3NS
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
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
comply with present zoning requirements of the City of Fort Worth in the use of vacant property
for storage purposes.
D-31 WATER FOR CONSTRUCTION: Water for construction will be fumished by the
Contractor at his own expense.
D-32 V1f`dSTE� MATERIAL: All waste material shall become the property of the Contractor and
shall be disposed of by the Contractor at locations approved by the Engineer. All material shall
be disposed of in such a manner as to present a neat appearance and to not obstruct proper
drainage 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 campleted. No more than seven days shall elapse after
completion of construction before the roadway, right-of-way, or easement is cleaned up to the
o satisfaction of the Engineer. The Contractor shafl make a final cleanup of all parts of the work
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 orderfy manner and appearance.
Final acceptance of the completed project work shall be given by the City of Fort Worth
Department of Engineenng.
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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 �� 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 LINES: 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
D that are legible at finrelve 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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PAR7' D,- SPEGIAL �ONQITI4NS
The waming sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES."
Z. Equipment that may be operated within ten feet of high voltage lines sha(I have insufating
cage-type of guard about the boom or arm, except back hoes or dippers, and insulato�
links on the lift hook connections.
3. When necessary to worlc within six feet of high voltag� electric lines, notification shall be
given th'e power company (Texas Utility Electric) who wil! erect temporary mechanical
barriers, de-energize the lines, or raise or lower the lines. The work done by the power
company shaU 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 Contractor's
sole cost and expense.
5. No person shall work within six feet of a high voltage line without protection having been
taken as outlined in Paragraph (3).
D-37 CONTRACTOR'S RESPONSIBtLITY FOR DAMAGE CLAIMS: The Contracto�
covenants and agrees to indemnify, hold harmiess and defend the City, and their officers,
agents servants or empioyees; and/or owners of the units and Ivt abutting the units in this
contract from and against any and all claims for damages or inj�ries, 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 senrices relating to the project to be pertormed by said Contractor, its officers,
agents, servants or employees, under the terms and conditions of this ContraGt, whether or not
caused by negligence on the part of the City, or their officers, agents, servants or employees;
and said Contractor does he�eby covenant and agree to assume all liability and responsibility of
City for injuries, claims or suits for damages to any and al1 persons or property, of whatsoever
kind or character, occurring during the term of this agreement and arising out of or by reason of
senrice, covenants or agreements performed by said Contractor, its officers, agents, ser"vants 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 empfoyees; or caused by negligence �n the part of City, or their officers, agents,
servants emp(oyees and/or owners of the units and lots abutting the units in this contracf.
In the event a written cfaim for damages against the Contractor remains unsettied at the time all
wvrk on the project has been completed to the satisfaction of the Director for the Department of
Engineering, as evidenc�d by a final inspection, final payment to the Contractor shall not be
recommended by the Director of Department of Engineering for a period of 30 days after the
date of su�;h fina! inspection, unless the Conti-actor shall submit written �evidence satisfactory to
the Director that the claim has been settled and a release has been obtained from the claimant
involved.
Although the claim concemed �emains unsettled as of the expiration of the above 30-day period,
the Contractor may be deemed to be entitled to a semi-final payment for work completed, such
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PART Q - SRE�IAL GONDlTIOI�t�
semi-final payment to be in an amount equal to the total dollar amount then due less the doilar
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 paymeni to a Contractor against whom such a claim for
� damages is outstanding for a period of six monihs foflowing the date of ihe acceptance for the
work pertormed unless the Contractor submits evidence in writing satisfactory to the Director
that:
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1. The claim has been settled and a release has been obtained from the claimant involved,
or
2. Good faith efforts have been made to settle such outstanding class, and such good faith
efforts have failed.
QIf condition (1). above is met at ar�y 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 tttat the final payment to the
a 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#�ave been met to the satisfaction of the Director.
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The Direcior may, if he deems it appr�priaie, refuse to accept bids on other Department of
Engineering contra�t woric from a Cont�actor against whom a ciaim for damages is outstanding
as a result of work performed under a City cvntract or under a developer-let contract for City of
Fort Worth street and/or storm drainage facilities.
o D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary
sanitary conveniences for the use of workers at the project site. Specific attention is directed to
this requirement.
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D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contracto�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.
D-46 RIGHT TO AUDIT:
A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment
under this contract have access to and the right to examine and photocopy any directly
pertinent books, documents, papers and records of the Contractor involving transactions
relating to this contract. Contractor agrees that the City shall have access during normal
warking hours to all necessary Contractor facilities and sh�(I be provided adequate and
appropriate work space in order to conducf audits in compliance with the provisions of this
section. The City shal( 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
fina! �ayment under the subcontract, have access to and the right to examine and photocopy
any directly pertinent books, documents, pape`rs and records of such subcontractor, involving
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. .. , PART D - �SPEC[�L C�31�[DiTiC)NS
transactions to the subcontract, and further, that City shall have access during normal
working hours to all subcontractor facilities, and shall be provided adequate and appropriate
work space, in order to conduct audits in compliance with the provisions of this articfe
together with subsection (c) hereof. City shall give subcontrac#or reasonable advance notice
of intended audits.
C. Contractor and subcontra�tor agree to photocopy such documents as may be requested by
the City. The City agrees to reimburse Contractor for ihe cost of copies as fo(fows:
1. copies and under - 10 cents per page
2. more than 50 copies - 85 cents fvr the first page plus fifteen cents for each page
thereafter •
D�1 lNCREASE OR DECREASE !N QUANTITIES: The quantities shown in the proposa! are
approximate. !t is the Contractor's sole responsibility to verify a!1 pay item quantities prior to
submitting a bid.
When the quantity of the work to be done o� 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.
When the quantity of the work to be done or materials to be fumished under any pay item of the
contract is less than 75% of the quantity stated in the contract, wfiether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be entitled to negotiate far
revised consideration on the portion of work beiow 75% of the quantity stated in ihe contract.
This paragraph shall not apply in the event Owner deietes 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
fngineering 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
�xpense�; �nd a ratable portivn of premiums on performance and payrpent bonds, public
liability, Workers Compensation and all other insurance required by law or by qrdinance. 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 woiic will be perFormed by the Contractor as an
independeni Contractor and not as an- ageni or employee of the City. The 15% of the actual
field cost to be paid to the Contractor shall cover and compensate him for profit, overhead,
general supervision and field office expense, and all other elements of cost and expense not
embraced wi#hin the actual field cost as herein specified. Upon request, the Contractor shall
provide the Director of Department of Engineering access to all accounts, bills and vouchers
relating thereto. � �
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Pi4RT D - SPECIAL C(�NDtTIQftilS
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�3 PROJECT DESIGNATION SIGN: Project signs are required at ail 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 meihods of mounting shall be approved by the Engineer. (n
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�cvloring 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:
(897)871-8306 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 fumishing of
� Project Signs shall be considered as a subsidiary cost of the project and no additional
compensation will be allowed.
aD�4 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project
where mains are required to be placed under existing sidewalks and/or driveways, such
sidewalks and/or driveways shail be completely replaced for the full existing width, between
a existing construction or expansion joints with 3000 psi concrete with reinfor�ing steel on a sand
cushion in accordance with City of Fort Worth Transportation/Public Works Department
Standard Specifications for Construction, Item 504.
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At locations where mains are required to be placed under existing curb and gutter, such curb
and gutter shaA be replaced to match type and geometry of the removed curb and gutter shall be
installed in accordance with City of Fort Worth Public Works Department Standard Specification
for Construction, ftem 502.
a Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances
required, shall be included in the square yard price of the bid item for concrete sidewalk or
driveway repair.
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D-45 MISCELLANEOUS PLACE�IIIENT OF MATERIAL: Material has been allocated under
various bid items in the Proposal to establish unit prices for miscellaneous placement of material.
These materials shall be used only when directed by the Engineer, depending on field
conditions. Payment for miscellaneous placement of material will be made for only that amount
of material us�d, measured to the nearest one-tenth unii. Payment for miscellaneous placement
of material shall be in accordance with the General �Contract Documents regardless of the actual
amount used for the project.
D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be
mechanically compacted unless the Contractor can fumish the Engineer with satisfactory
evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report
from an independent testing laboratory and must include representative samples of soils in a!I
involved areas, with a map showing the location and depth of the various test holes. .
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F�ART D - SPEGlAL CQNDITIONS
If excavated material is obviously granular in nature, containing little or no plastic material, the
Engineer may waive the test report requirement.
See E-1.24, Type "C" Backfill, and E2.11 Trench Bacicfill.*"
* Revised 3/20/81
** Revised 4/20/81
D�7 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the
Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall
conform to Public Works Standard Specifications for Street and Storm Drain Construction'
Division 2 Item 2082 - 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 CONCRETF: Transportation and Public Works Department typical sections for
Pavement and Trench �Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as
base repair. Since this call-out includes the word "concrete", the consistent interpretation of the
Transportation and Public Works Department is that this ratio specifies finro (2) sacks of cement
per cubic yard of concrete.
D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and
backfill under parking lots, dri'veways, gravel sc�rfaced roads, within easements, and- within
existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation
and Backfill of the General Contract Documents and Specifications except as specified herein.
A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Back�ll, 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 Contractors 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 Conditiori of thi� document.
B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be
back�lled above the top of the embedment material with Type "C" backfill material.
Excavated material used for Type "C" backfill must be mechanically compacted unless the
Contractor can fumish the Engineer with satisfactory evidence that the P.I. of the excavated
materiat 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 hoies. 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 Type "C" backfill material is not suitable, at the direction of
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PART Q - SPECIAL CCaNDITIGINS
� the Engineer, Type "B" backfill material shall be used. In general, all backfiil material for
trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, o� 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:
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#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 be backfilled per Figure A with
� 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods.
Backfill material to be mechanically tamped must be within +-4% of its optimum moisture
content. The top finro (2) feet of sewer line trenches and the top eighteen (18) inches of
O water line may be rolled in with heavy equipment tires, provided it is placed in lifts
appropriate #o the material being used and the operation can be performed without damage
to the installed pipe.
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The City, at its own expense, will perForm trench compaction tests per A.S.T.M. standards on
all trench backfill. Any retesting required as a result of failure to compact the backfill material
to meet the standards will be at the expense of the Contractor and will be billed at the
commercial rates as determined by the City. These soil density tests shall be perFormed at
two (2) foot vertical intervals #�eginning at a level two (2) feet above the top of the installed
pipe and continuing to the top of the completed backfill at intervals along the trench not to
exceed 300 linear feet. The Contractor will be responsible for providing acc�ss and trench
safety system to the level of trench backfill to be tested. No extra compensation will be
allowed for exposing the backfill layer to be tested or providing trench safety system for tests
conducted by the City.
D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and
Dlabor costs of excavation and backfill will be included in the price bid per linear foot of water
and sewer pipe.
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aD-50 PAVEMENT REPAIR (E2-19�: The unit pnce bid under the appropriate bid item of the
proposal shall cover all cost for providing pavement� repair equal to or superior in composition,
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RART Q - SPE�IAL CONDtTiQNS
thickness, etc., to existing pavement as detailed in the Public Works Department typical sections
for Pavement and Trench Repair #or Utility Cuts, Figures 1 through 5.
Afl required paving cuts shall be made wifh a concrete saw in a true and straight (ine on both
sides of the trench, a minimum of twelve (12) inches outside the trench wal(s. The trench shail
be back�iled and the top nine (9) inches sfiail be filled with required materia(s as shown on
paving details, compacted and level with the finished street surface. This fiinished 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,
!t 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 tv such
gutter. The pavemenfi 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. ff�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 ins�ect the paving repair after
construction. This permit requirement may be waived if work is being done under a PerfoRnance
Bond and inspected by the Department of Engineering.
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY:
A. GENERAL: This specification covers the trench safety requirements for all trench
excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The
requirements of this item govem all trenches for mains, manholes, vaults, service lines, and
all other appurtenances. The design for the trench safety sha11 be signed and sealed by a
Registered Professional Engineer licensed in Texas.
B. STANDARDS: TF�e (atest version of the U.S. Depar•#ment of Labor, Qc�upational Safety and ;
Heafth Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby
made a part of this specification and shal( be the minimum goveming requirements for trench
safety.
C. DEFINITIONS:
1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of
the ground in which the depth is greater than the width, where the width measured at the
bottom is not greater than fifteen �(15) feet.
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PART D - SPEGIAL GQNQlTIQNS
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 foRn sides of a trench that are
inclined away from the excavation.
4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes"
or "trench shields�. Shield means a structure that is able to withstand the forces imposed
on it by a cave-in and protect workers within the structure. Shields can be peRnanent
structures or can be designed to be portable and move along-as the work progresses.
Shields can be either pre-manufactured or job-built in accordance with OSHA standards.
5. SHORING SYSTEM - Shoring means a struc�ure such as a metal hydraulic, mechanical
or timer system that supports the sides of a trench and which is designed to prevent
cave-ins. Shoring systems are gene�ally comprised of cross-braces, vertical rails,
(uprights), horizontal rails (wales) and/or sheeting.
� D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing
ground to the bottom of the pipe or structures. The quantity of trench safety systems shall
be based on the linear foot amount of trench depth greater than five (5) feet. _
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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 shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes,
Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract
Documents and Specifications, unless amended or •superseded by requirements of this
Special Condition.
1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as
per Figure 121. _
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 manufacturePs 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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P�R�' t� - SPE�l�1L CfaNDITIQNS
4. FINAL. RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands
shali be at an efevation not more than one (1) nor less than one-half (1/2) inch above the
surrounding ground. Back�il shall provide a uniform slope from the top of manhole
casting for not less than three (3) feet each direction; to ewsting 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 picic slots.
Covers sF�all set flush with the rim of the frame and shall have no larger than 1/8 inch gap
befinreen 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 speci�cally designated on the plans. Certainteed Ductile Iron Manhole Lids and
Frarqes are acceptable for use where locking lids are specified.
6. �HALLOW CONE MANHOLES: Shallow manhole construction will be used when
manhole depth is four (4) feet or less. All shallow cone manholes shall be built in
accordance with the Standard Details NOTE: MANHOLES PER FIGURE 106 WILL NOT
BE ALLOWED. "
7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer
manhole.
8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with
two mop coats of coal tar epoxy, Koppers "Bitumastic Super Senrice 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 �t"rowelable Bitumastic as manufactured by Kent-
Seal, Ram-Nek, E-Z Stick, or equal. The joint sealec s�iall be supplied in either extruded
pipe form or suitable cross-sectional area or flat-tape and shall be sized as
recommended by the manufacturer and approved by the Engineer. The joint sealer shall
be protected by a suitable removable wrapper and shall not in any way depend on
oxidation, evaporation, or any other chemical action for either its adhesive properties or
cohesive strength. The Joint sealer shall remain totally flexible without shrinking,
hardening,, or oxidizing regardless of the length of time it is exposed to the elements.
The manufacturer shall fumish an affidavit attesting to the successful use of the product
as a pre-formed fle�able joint sealant on concrete pipe and manhole sections for a period
of at least five years.
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RART D - SPE�IAL GQNDITtONS
B. EXECUTION:
INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame
shall be sealed with the above specified materials. All surFaces to be in contact with the
joint sealant shall be thoroughly cleaned of dirt, sand, mud, or o#her 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 bf 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 finro (2) rows (inside and outside) of
Bitumastic joint sealer.
2. SEALING AND/OR ADJUSTING EXISTING 11IIANHOLES: 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.
0 Remove manhole frame from the manhvle structure and observe the condition of the
frame and grade rings. Any frame or grade ring that is not suitable for use as de�ermined
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.
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In brick or block manholes, replace the upper portion of the manhole to a point 24 inches
below the frame. If the walls or cone section below this level are structurally unsound,
notify the Engineer prior to replacement of the grade rings and manhole frame. Existing
bricfcwork, if damaged by the Contractor, shall be replaced at the Contra�tor'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 siarface.
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If the inside diameter of the manhole is too large to safely support new adjustment rings
or frames, a flat top section shall be installed.
Joint surFaces befinreen the frames, adjustment rings, and cone section shall be free of
dirt, stones, debns and voids to ensure a watertight seal. Place flexible gasket joint
material along the inside and outside edge of each joint, or use trowelable material in lieu
of pre-formed gasket material. Position the butt joint of each length of joint material on
opposite sides of the manhole. No steel shims, wood, stones, or any material not
specifically accepted by the Engineer may be used to obtain final surface elevation of the
ma�hole frame.
In paved areas or future paved areas, castings shall be installed by using a straight edge
not less than ten (10) feet long so that the top of the casting will conform to the slope and
finish elevation of the paved surf'ace. 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.
SG27
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PART D - SPECIAL GONQITIONS
3. EXPOSED EXTERIOR SURFACES: All exposed exterior surFaces shall 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 exterior surFace of all pre-cast section joihts shall be thoroughly cleaned with a wire
brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint
sealant from 6-inches below to 6-inches above the joint. The caated joint shall then be
wrapped with 6 r�il plastic to protect the sealant from damage during backfilling.
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 inGude all labor equipment and
materials necessary for construction of �ew manhole, including, but not limited to,
excavation, backfill, disposal of materials, joint sealing, lift hoie sealing, exterior surface
coating and pavement repair.
The price bid for adjusting� and/or sealing of existing manholes shall include all labor,
equiprnent 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 those located in the field and identified by the
Engineer as active sewer taps. The service connections shalt 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 Engineer. The decision to use saddle taps as opposed
to tees shall be made on a case by case basis. The Contractor shall be responsible for
coordinating the scheduling of tapping crews with building owners and the Engineer in order that
the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall
be given when taps will be required. Severed service connections shall be maintained as
specified in section C8-6.15.
A. SEWER SERVICE RECONNECTION: When sewer senrice reconnection is called for the
Contractor shall vertically adjust the existing sewer service line as required for reconnection
and fumish a new tap. The fittings used for vertical adjustment shall consist of a maximum
berrd of 45 degrees. The tap shall be Iocated so as to line up with the service line and avoid
any horizontal adjustment. For open cut applications, all sanitary sewer senrice 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 shail 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
oav��ss SC-28
P�RT Q - SPECIAL CQNQlTIQNS
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� four (4) feet of service line and all other associated appurtenances required shall be included
in the price bid for Sanitary Sewer Taps.
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B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during
construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer
as required for the connection of the sewer service line. If the sewer service line is in such
condition or adjustment necessitates the replacement of the sewer service line, all work shall
be performed by a licensed plumber. The length of the replacement shall be determined by
the Engineer. All sewer services shall be installed at a minimum of finro (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 senrice taps.
D�4 NOT USED
D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any removal,
�-' salvaging and/or abandonment of existing facilities will necessarily be required as shown on the
plans, and/or described in these Special Contract Documents in addition to those located in the
(� field and identified by the Engineer. This work shall be done in accordance with Secfion E2-1.5
� Salvaging of Material and E2-2.7 Removing Fipe, of the General Contract Documents and
Specifications, unless amended or superseded by requirements of this Special Condition.
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A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and
meter box shall be removed and retumed to the Water Department warehouse by the
Contractor in accordance with Section E2-1.5 Salvaging of Materials.
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B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water
meter and concrete vault lid shall be removed and retumed to the Water Department
� warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The
concrete vault shall be demolished in place to a point not less than 18 inches below final
�-� grade. The concrete vault shall then be backfilled and compacted in accordance with backfill
method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated
material approved by the Engineer. SurFace restoration shall be compatible with existing
surrounding surface and grade.
1" C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and
� retumed to the Water Department warehouse by the Contractor in accordance with Section
� E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance
with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable
� excavated material approved by the Engineer. Surface restoration shall be compatible with
r existing surrounding surface and grade.
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PART f�! - SPECIAL GQNDITIQNS
D. SALVAGE OF EXISTING GATE VALVE: F�cisting gate valve and valve box and lid 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 area caused by the valve removal
shall be backfilled and compacted in accordance with backfill method as specified in Section
E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the
Engineer. Surface restoration shall be compatible with existing surrounding surface and
grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no
less than 18" below final grade.
E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be
abandoned by first closing the valve to the fully closed position and demolishing the valve
box in place to a point not less than 18 inches below final grade. Concrete shall then be
used as backfill material to match existing grade.
F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top
slab and lid removed and vault walls demolished to a point not less than 18" below final
grade. The void area caused shall then be backfilled and compacted in accordance with
backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
the existing surrounding grade.
G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes
entering or exiting the structure plugged with lean concrete. Manhole top or cone section
shall be removed to the top of the full barrel diameter section, or to point not less than 18
inches below final grade. The structure shall then be backfilled and compacted in
accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may
be either clean washed sand of clean, suitable excavated material approved by the
Engineer. Surface restoration shall be compatible with surrounding service surface.
Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances
required, shall be included in the appropriate bid item - Abandon F�dsting Sewer Manhole.
H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting
the stnacture 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
gackfill. 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.
I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be
required to cut, plug, and block existing water mains/services or sanitary sewer
mains/services in order to abandon these lines. Cutting and plugging existing mains and/or
services shall be considered as incidental and all costs incurred will be considered to be
included in the linear foot bid price of the pipe, unless separate trenching is required.
J. REMOVAL �F EXISTING PIPE: Where removal of the existing pipe is required, it shall be
the Contractor's responsibility to properly dispose of all removed pipe. All removed valves,
fire hydrants and meter boxes shall be delivered to Water Department Field Operation,
Storage Yard.
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K. PAYMENT: Payment for all work and material involved in salvaging, abandoning andlor
removing existing facilities shall be included in the linear foot bid price of the pipe, except as
follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch
and larger, and sanitary sewer manholes, regardless of location.
� Payment will be made for salvaging, abandoning and/or removing all other existing facilities
when said facility is not being replaced in the same trench (i.e., when removal requires a
separate trench).
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D-56 DETECTABLE WARNING TAPES: Detectable underground utility waming tapes which
can be located from the surface by a pipe detector shall be installed directly above non-metallic
water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by
Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid
aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis,
acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the
tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit
weight of 2% pounds/1 inch/100'. The tape shall be color coded and imprinted with the message
as follows:
Tvae of Utilitv Color Code
Water
Sewer
Safety Blue
Safety Green
LeQends
Caution! Buried Water Line Below
Caution! Buried Sewer Line Below
Installation of detectable tapes shall be per manufacturer's recommendations and shatl 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 woric such as back�ll, bedding, blocfcing,
detectable tapes, and all other associated appurtenances required shall be included in the unit
price bid for the appropriate bid item(s).
D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by the
inspectors. Each joint shall be swept'daiiy and kept clean during installation. A temporary night
plug shall be installed on all exposed pipe ends during any period of work stoppage.
D-58 BARRICADES, WARNINGS, AND FLAGMEN: Refeirence 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 spoiUfill material,
the Contractor shall advise the Director of Engineering Department, acting as the City of Fort
Worth's Flood Plain Administrator ("Administrator"), of the (ocation of all sites where the
Contract4r intends to dispose of such material. Contractor shall not dispose of such material
until the proposed sites have been determined by the Administrator to meet the requirements of
the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites
osi��ss SC-31
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PART Q - SPECIAE. GOND�Tt�NS
must be approved by the Administrator to ensure that filling is not occurring within a floodplain
without a permit. A floodplain permit can be issued upon approval of necessary Engineering
studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the
Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that
the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood
plain. Any expenses assoeiated with obtaining the fill permit, including any necessary
Engineering studies, shall be at the Contractor's expense. In the event that the Contractor
disposes of spoil/fill material at a site without a fill permit or a letter from the administrator
approving the disposal site, upon notification by the Director of Engineering Department,
Contractor shall remove the spoil/fill material at its e�ense 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 r�echanics and materialmen's liens upon receipt of payment.
D-69 SUBSTITUTiONS: The spec�cations for materials set out the minimum standard of
quality which the City believes necessary to procure a satisfactory project. No substitutions will
be permitted until the Contractor has received written permission of the Engineer to make a
substitution for the material which has been specified. Where ..the term "or equaP', 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 necessafily exclude altemative
items or material or equipment which may accomplish the intended purpose. However, the
Contractor shall have the full responsibility of proving that the proposed substitution is, in fact,
equal, and the Engineer, as the representative of the City, shall be the sole judge of the
acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall
be applicable to all sections of these specifications.
D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
A. GENERAL: Prior to the reconstruction, ALL sections of existir�g 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, �lip-fine, 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 fumishingall 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 con§tructed for easy and safe operation. The equipment
shall also have a selection of two or more high-velocity nozzles. The nozzles shall be
capable of producing a scouring action from 15 to 45 degrees in all size lines designated
toF 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
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PART Q - SPECIAL CQNDITIONS
,
fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary
engines, pumps, and hydraulically driven hose reel.
�'
Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in
such a way that a portion of the dam may be collapsed at any time during the cleaning
operation to protect against flooding of the sewer. The movable dam shall be equal in
� diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls
or other equipment which cannot be collapsed is used, special precautions to prevent
f� 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.
2. CLEANING PROCEDURES: The designated sewer manholes shall be cteaned using
� high-velociry jet equipment. The equipment shall be capable of removing dirt, grease,
rocks, sand, and other mate�als and obstructions from the sewer lines and manholes. If
� cleaning of an entire section cannot be successfully perFormed from one manhole, the
� equipment shall be set up on the other manhole and cleaning again attempted. If, again,
successful cleaning cannot be performed or equipment fails to traverse the entire
� manhole section, it will be assumed that a major blockage exists, and the cleaning effort
shall be abandoned. When additional quantities of water from fire hydrants is necessary
to avoid delay in normal woricing 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 cfeaning.
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 cfeaned. Passing material from manhole
section to manhole section, which could cause line stoppages, accumulations of sand in
wet wells, or damage pumping equipment, shall not be permitted.
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4. All solids or semisolid resulting from the cleaning operations shall be removed from the
�R site and disposed of at a site designated by the Engineer. All materials shall be removed
_ from the site no less often than at the end of each workday and disposed of at no
additional cost to the City.
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5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES.
�� 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
, shall be one specifically designed and constnacted for such inspection. Lighting for the
�_ camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The
camera shall be operative in 100% humidity conditions. The camera, television monitor,
and other components of the video system shall be capable of p�oducing 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.
�
08/13/99
SC-33
I �"J
PART D - SPEClAL CQNDITI4NS
B. EXECUTION:
TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to permit proper documentation of
any 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, N cable, and
powered rewinds or other devices that do not obstruct the camera view or interfere with
proper documentation shall be used to move the camera through the sewer line.
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up befinreen the two
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is em�hasized. All television
inspection video tapes shall have a footage counter. Measurement for location of sewer
senrice 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, wifl 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 of retrieving the Television camera, under all
circumstances, when it becomes lodged during inspection, shall be incidental to
Television inspection.
2. DOCUMENTATION: Television Inspection Logs: Printed tocation records shall be kept
by the Contractor and will clearly show the location in relation io 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 ContractoPs
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be fumished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days.
Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes
will be retumed to the Contractor upon completion of review by the Engineer. Tapes
shall not be erased without the permission of the Engineer.
os�l�ss SC-34
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PART D - SPECIAL �QNQtTIONS
If the tapes are of such poor quality that the Engineer is unabie to evaluate the condition
of the sewer line or to Iocate service connections, the Contractor shall be required to re-
televise and provide a good tape of the line at no additional cost to the City. If a good
tape cannot be provided of such quality that can be reviewed by the Engineer, no
payment for televising this portion shall be made. Also, no payment shall be made for
portions of lines not televised or portions where manholes cannot be negotiated with the
television camera.
�,� THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION
; FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the
tapes by the Engineer, the Contractor will be 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.
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All costs associated with this work shall be incidental to unit prices bid for items under
Television Inspection of the Proposal.
C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of
sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall
provide the Engineer with tapes of a quality that the particular piece of sewer can be readily
evaluated as to existing sewer conditions and for providing appropriate means for review of
the tapes by the Engineer including collection and removal, transportation and disposal of
sand and debris from the sewers to a legal dump site.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner)
to provide video image required for line analysis.
The primary purpose of cfeaning is for television inspection and rehabilitation; when a portion
of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall
be incidental and no payment shall be made.
�
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
� the option of the Contractor, and the costs must be included in the bid price for N
Inspections. The cost of retrieving the N Camera, under all circumstances, when it
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becomes lodged during inspection, shall be incidental to N Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping
required to provide reliable, regular sewer service to the area residents. All bypass pumping
shall be incidental to the project.
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES
A. GENERAL: This item shall govem the vacuum testing of all newly constructed sanitary
sewer manholes.
08/13i99
SC-35
PART Q - SPECIAL CONDITIQNS
B. EXECUTION:
1. TEST PROCEDURE: Manholes shail be tested with all connections in place. Lift holes
shall be plugged, and all drop-connections and gas sealing connections shall be installed
prior to testing.
The sewer lines entering the manhole shall be plugged and braced to prevent the plugs
from being drawn into the manhole. The plugs shall be installed in the lines beyond the
drop-connections, gas sealing connections, etc. The test head shall be placed inside the
frame at the top of the manhole and inflated in accordance with the manufacturer's
recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the
vacuum pump will be tumed off. With the valve closed, the level of vacuum shall be read
after the required test time. The required test time shall be determined from the Table I
below in accordance with ASTM C1244-93:
Table I
MINIMUM TIME REQUIRED FOR VACUUM DROP
OF 1" Hg (10"Hg - 9"Hg) (SEC)
Depth of MH. 48-Inch Dia. 60-Inch Dia.
(FT.) Manhole Manhole
0 to 16' 40 sec. 52 sec.
18' 45 sec. 59 sec.
20' 50 sec. 65 sec.
22' 55 sec. 72 sec.
24' S9 sec. 78 sec.
26' 64 sec. 85 sec.
28' 69 sec. 91 sec.
30' 74 sec. 98 sec.
For Each 5 sec. 6 sec.
Additional 2'
2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of
vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any
manhole which fails to pass the initial test must be repaired with a suitable material which
conforms to the construction material of the manhole. The manhole shall be retested as
described above until it has successfully passed the test.
Following completion of a successful test, the manhole shall be restored to its normal
condition, all temporary plugs shall be removed, all braces, equipment, and debris shall
be removed and disposed of in a manner satisfactory to the Engineer.
C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the
contract price per each vacuum test. This price shall include all material, labor, equipment,
and all incidentals, including all bypass pumping, required to complete the test as specified
herein.
08/13r99 SC-36
�..
PART D - SPEGIAL CQNQlTIONS
f�'
D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or
sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging
� existing upstream manhole and pumping the sewage into a downstream manhote 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.
D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER:
�_, A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television
inspection performed. Work shall consist of fumishing all labor, material, and equipment
�a 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.
B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
camera shall be operative in 100% humidity conditions. The camera, television monitor, and
` other components of the video system shall be capable of producing picture quality to the
satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no
payment will be made for an unsatisfactory inspection.
`- C. EXECUTION:
�' 1. TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to 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, N cable, and
�.• powered rewinds or other devices that do not obstruct the camera view or interFere with
proper documentation shall be used to move the camera through the sewer line.
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up between the two
�° manholes of the section being inspected to ensure good communications befinreen
members of the crew.
The imqortance of accurate distance measurements is emQhasized. All television
�, inspection video tapes shall have a footage counter. Measurement for Iocation 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.
iAccuracy 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 al! 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
1�
08/13/99
SC-37
�
PART D - SPEClAL GONQITIONS
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 Inspec;ion Logs: Printed location records shall be kept
by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewer service tap observed during inspection. All television 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 Contractor upon request of the
Engineer, as long as such photographing does not interfere with the Contractors
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas ofi the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be fumished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days. Equipment shall be
provided to the City by the Contractor for review of the tapes. Tapes will be retumed to
the Contractor upon completion of review by the Engineer. Tapes shall not be erased
without the permission of the Engineer.
If the tapes are of such poor qualitv that the Enaineer is unable to evaluate the condition
of the sewer line or to locate service connections, the Contractor shall be reauired to re-
televise and provide a aood tape 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 evaluated as to sewer conditions and
for providing appropriate means for review of the tapes by the Engineer.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner)
to provide video image required for line analysis. The quantity of TV inspection shall be
measured as the total length of new pipe installed. All costs associated with this work shall
be included in the appropriate bid item - Post-Construction Television Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping
required to provide reliable, regular sewer senrice to the area residents. All bypass pumping
shall be incidental to the project.
os���ss SC-38
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PART D - SPEGIAL �UNDITIQNS
� D-66 SAMPLES AND QUALITY CONTROL TESTING:
A. The Contractor shall fumish, at its own expense, certifications by a private faboratory for all
materials proposed to be used on the project, including a mix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to
�, be used along with the name of the pit from which the material was taken. The contractor
shall provide manufacturer's certifications for all manufactured items to be used in the project
� and will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the contractors laboratory at least nine
days prior to the placing of concrete using the same aggregate, cement, and mo�tar which
� are to be used later in the concrete. The Contractor shall provide a certified copy of the test
results to the City.
� C. Quality control testing of in-place material on this project will be performed by the city at its
own expense. Any retesting required as a result of failure of the matenal to meet project
� speci�cations will be at the expense of the contractor and will be billed at commercial rates
as determined by the City. The failure of the City to make any tests of materials shall in no
way relieve the contractor of its responsibility to fumish materials and equipment conforming
to the requirements of the contract.
�'' D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations
� requiring testing. The Contractor shall provide access and trench safety system (if required)
for the site to be tested, and any work effort involved is deemed to be included in the unit
price for the item being tested.
� E. The Contractor shall provide a copy of the trip ticket for each Ioad of �If material delivered to
the job site. The ticket shall specify the name of the pit supplying the fill material.
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D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL:
A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water
(� pollution control measures deemed necessary by the Engineer for the duration of the
��1 contract. These control measures shall at no time be used as a substitute for the permanent
control measures unless otherwise directed by the Engineer and they shall not include
(`' measures taken by the CONTRACTOR to control conditions created by his construction
operations. The temporary measures shall include dikes, dams, berms, sediment basins,
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 authonty 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
�
os���ss SC-39
�
PART D - SPECIAL GONQITIfaNS
Engineer as necessary to control soil erosion. Temporary pollution-control measures shall
be used to prevent or correct erosion that may develop during construction prior to
installation of permanent pollution control features, but are not associated with permanent
control features on the project. The Engineer will limit the area of preparing right-of-way,
clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S
capabi(ity and progress in keeping the finish grading, mulching, seeding, and other such
permanent pollution-control measures current in accordance with the accepted schedule.
Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control
measures shall be performed as directed by the Engineer.
Waste or disposal areas and construction roads shall be located and constructed in a
manner that will minimize the amount of sediment entering streams.
2. When work areas or material sources are located in or adjacent to live streams, such
areas shall be separated from the stream by a dike or other barrier to keep sediment from
entering a flowing stream. Care shall be taken during the construction and removal of
such barriers to minimize the muddying of a stream.
3. All waterways sha�l be cleared as soon as practicable of false work, piling, debris or other
obstructions placed during construction operations that are not a part of the finished
work.
4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and
reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall
conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes
and reservoirs and to avoid interference with movement of migratory fish.
C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide
temporary erosion control shall be considered subsidiary to the contract and no extra pay will
be given for this work.
D-68 INGRESS AND EGRESS106STRUCTION OF ACCESS TO DRIVES: The Contractor
shall provide ingress and egress to the property being crossed by this construction and adjacent
p�operty 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
obstnaction of access to drives and property during the progress of construction. Notification
shall be made to an owner prior to his driveway being removed and/or rebuilt.
D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the
Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored
after completion of the work, to a condition equal to or better than existed prior to start of work.
Any trees or other landscape features scarred or damaged by the Contractor'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). Pnaned 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
oai��ss SC-40
�F
PART D - SPEGiAL GQNDITIQNS
�
1 Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-
tenth (0.1) of a foot.
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D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in
the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the
bid to be considered responsive. Products and processes listed in the "City of Fort Worth
�_ Standard Product List, shall be considered to meet City of Fort Worth minimum technical
requirements.
� D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard
City of Fort Worth requirements, may involve certain State requirements. These requirements, if
�e applicable, are provided in the following documents and should thoroughly be reviewed and
completed by the contractor. They include:
1. At the Time of Contract Document Execution
� • ED-103-Contractors Act of Assurance
• ED-104-Resolution
�
Work required to conform to these requirements shall be considered subsidiary and no extra
payment will be made.
� The SRF requirements are included in Appendix A.
D-73 TOPSOIL, SODDING AND SEEDING: This item shall be performed in accordance with
� the City of Fort Worth Parks and Community Services Department Specifications for Topsoil,
Sodding and Seeding.
� 1. TOPSOIL
DESCRIPTION: This item will consist of fumishing and placing a minimum of six (6) inches of
topsoil, free from rock and foreign material, in all parkways and medians to the lines and
� grades as established by the Engineer.
CONSTRUCT�ON METHODS: Topsoil will be secured from boRow 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.
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2. SODDING
�� DESCRIPTION: Sodding will consist of fumishing and planting Bermuda, Buffalo or St.
Augustine grass in the areas between the curbs and walks, on teRaces, in median strips, on
�.F embankments or cut slopes, or in such areas as designated on the Drawings and in
accordance with the requirements of this Specification. Recommended Buffalo grass
varieties for sodding are Prairie and 609.
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08/13�J9
SC-41
�
PART D - SPECIAL G�NDITIQNS
MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass
secured from sources where the soil is fertile. Sod to be placed during the dormant state of
these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a
healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum
thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy,
virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness
of native soil attached to the roots.
The sod shall be free from obnoxious weeds or other grasses and shall not contain any
matter deleterious to its growth or which might affect its subsistence or hardiness when
transplanted. Sod to be placed between curb and walk and on teRaces shall be the same
type grass as adjacent grass or existing lawn.
Care shall be taken at all times to retain native soil on the roots of the sod during the process
of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug
until planted. When so directed by the Engineer, the sod existing at the source shall be
watered to the extent required prior to excavating. Sod material shall be planted within three
days after it is excavated.
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of the
contract, sodding of the type specified shall be performed in accordance with the
requirements hereinafter described. Sodding shall be either "spot" or "block' ; either
Bermuda, Buffalo or St. Augustine grass.
a. Spot Sodding
0
Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the
dimensions shown on the Drawings, shall be opened on areas to be sodded. In all
fuRows, sod approwmately 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 fuRows. The soil shall be firm around each block and then the entire sodded
area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-
five (25) pounds per square inch compression. Hand tamping may be required on
teRaces.
Block Sodding.
At locations on the Drawings or where directed, sod blocks shall be carefully placed on
the prepared areas. The sod shall be so placed that the entire designated area shall be
covered, and any voids left in the block sodding shall be filled with additional sod and
tamped. The entire sodded area shall be rolled and tamped to form a 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 finnly 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 e�dsting
oev��ss SC-42
L..
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PART Q - SPECiAL CONDITIONS
at the time sodding operations were begun. Any excess dirt from planting operations
shall be spread uniformly over the adjacent areas or disposed of as directed by the
Engineer so that the completed surface will present a sightly appearance.
The sodded areas shall be thoroughly watered immediately after they are planted and
shall be subsequently watered at such times and in a manner and quantity directed by
� the Engineer until completion and final acceptance of the project by the City of Fort
Worth.
� 3. SEEDING
�DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a
� mixture of seed of the kind specified along and across such areas as may be designated on
the Drawings and in accordance with these Specifications.
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MATERIALS:
a. General. All seed used must carry a Texas Testing Seed label showing purity and
germination, name, type of seed, and that the seed meets all requirements of the Texas
Seed Law. Seed fumished shall be of the previous season's crop and the date of
analysis shown on each tag shall be within nine (9) months of time of delivery to the
project. Each variety of seed shall be fumished and delivered in separate bags or
containers. A sample of each variety of seed shall be fumished for analysis and testing
when directed by the Engineer.
The specified seed shall equal or exceed the following percentages of Purity and
germination:
Common Name
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Common Bermuda Grass
Annual Rye Grass
Tall Fescue
Westem Wheatgrass
Buffalo Grass Varieties
Top Gun
Cody
Puri
95%
95%
95%
95%
95%
95%
Germination
90%
95%
90%
90%
90%
90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS)
Mixture for Clav or Tiqht Soils Mixture for
Sandv Soils
Dates (Eastem Sectionsl M/estem Sections) lAll Sections)
Feb 1 8ermudagrass 40 Buffalograss 80 Bermudagrass 60
to Buffalograss 60 Bermudagrass 20 Buffalograss 40
May 1
Total: 100 Total: 100
Total: 100
osi��s SC-43
Q
PART D - SPECIAL GQNQITIONS
Table, 120.2.(2)b
TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS)
Dates (Atl Sectionsl
Aug 15 Tall Fescue
to Westem Wheatgrass
May 1 Annual Rye
Totai:
50
50
50
100
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of this
Contract, seeding of the type specified shall be performed in accordance with the
requirements hereinafter described.
a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent
washing of the slopes or dislodgment of the seed.
b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after
seed bed preparation has been completed and shaped to conform to the cross-section
previously provided and existing at the time planting operations were begun.
BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be
uniformly distributed over the areas shown on the Drawings and where directed. If the
sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in
two directions at right angles to each other. Sesd 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
prepa�ation is required.
DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall
be Ioosened 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 shall be made uniformly. If the sowing of seed is by hand rather than by
mechanical methods, seed shall be raked or harrowed into the soil to a depth of
approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller
ofi the "Cultipacker" type. All rolling of the slope areas shall be on the contour.
ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed
to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in
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.
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PART Q - SPEGIAL C(aNDIT10NS
`` 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 b� made uniformly. If the sowing of seed is by hand, rather than mechanical methods,
�. the seed shall be sown in two directions at right angles to each other. Seed and fertilizer
may be distributed at the same time, provided the specified uniform rate of application for
both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth
� of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth
surFace without ruts or tracks. In between the time compacting is completed and the asphalt
� is applied, the planted area shall be watered sufficiently to assure uniform moisture from the
surface to a minimum of six (6) inches in depth.
� The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall
be of the type and grade as shown on the Drawings and shall conform to the requirements of
the item 300, "Asphalts, Oiis and Emulsions". If the type of asphalt to be used is not shown
F, 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 comptete film is obtained and the finished surFace
shall be comparatively smooth.
� RE-SEEDING OF AREAS PLAN�ED WITH COOL SEASONS SPECIES: Areas where
temporary cool season species have been planted may be replanted beginning Febnaary 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.
L.
* 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 WITHfN 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.
MATERtALS: All fertilizer used shall be delivered in bags or containers clearly labeled
showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in
accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used
with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The
figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash
nutrients respectively as determined by the methods of the Association of Official Agricultural
Chemists.
�' In th� event it is necessary to substitute a fertilizer of a different analysis, it shall be a
pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients
r' fumished and applied per acre shall equal or exceed that specified for each nutrient.
L��
08✓13/99
SC-45
`!
PART D - SPE�IAL �ONDlTIQNS
CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and
proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to
be fertilized and in the manner directed for the particular item of work_ Fertilizer shall be dry
and in good physical condition. Fertilizer that is powdered to caked will be rejected.
Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer.
Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the
ave�age rate of three hundred (300) pounds per acre for all types of "Sodding" and four
hundred (400) pounds per acre for all types of "Seeding".
MEASUREMENT: Topsail 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 material 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" o� "block sodding" as the case may be, will be paid for at the contract unit
price per square yard, complete in place, as provided in the proposal and contract. The
contract unit price shall be the total compensation for fumishing and placing all sod; for all
rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials,
labor, equipment, tools and incidentals necessary to complete the worlc, all in accordance
with the Drawings and these Specifications.
The work performed and materials fumished and measured as provided under r
"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 compfete the work accepted as
follows:
Fertilizer material and application will not be measured 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
Y
�
I
os���s SC-46
�
l.�
PART D - SPECIAL GONQITI4NS
�
active sewer manholes, �egardless 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
o with this program shall be subsidiary to the pay items involving work in confined spaces.
f' D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION:
i.
1. Prior to the final inspection being conducted for the project, the contractor shall contact
the city inspector in writing when the entire project or a designated portion of the project
� is substantially complete.
�2. The inspector along with appropnate 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 deficiencies and notify the
owner in writing when all the items have been completed or corrected.
�
4. Payment for substantial completion inspection as well as final inspection shall be
subsidiary to the project price. Contractor shall still be required to address all other
deficiencies which are discovered at the time of final inspection.
�`' 5. Final inspection shall b� 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
f"
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.
L.« 2. Any and all trees located within the equipment operating area at each work site shall, at
the direction of the Engineer, be protected by erecting a"snow fence" along the drip line
('� or edge of the tree root system befinreen tree and the constnaction area.
3. Contracto� shall inspect each work site in advance and aRange 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. Bef4re 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.
�
os���s
SC-47
�
PART D - SPEGIAL C�NDITIQNS
7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during
cs�s#ruction 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.
D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be
paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place
along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall
include all costs 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. Constnaction material shall consist of compacted bentonite clay or 2:27 concrete.
Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for
pipe installation.
D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for
verifying the locations of all existing utilities prior to construction, in accordance with item D-22.
At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-
Hole), to locate and verify the location and elevation of the ewsting 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, �hall include full compensation for all materials, excavation, surface restoration, field
surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No
payment shall be made for exploratory excavation(s) conducted after construetion has begun.
os���ss SC-48
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PART D - SPEGIAL CQNDIT{ClNS
A
� D-80 INSTALLATION OF WATER FAClLITIES
r°
80.1 Polyvinyl Chloride (PVC� Water Pipe: POLYVINYL Chloride Plastic Water Pipe
and fittings on this Project shall be in accordance with the matenal standard contained in
the General Contract Documents. Payment for wor{c 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
s� �w� ��n the Plans and shall be installed in accordance with the General Contract
Documents. All valves shall have concrete blocking provided for supporting. No
separate payment will be made for any of the work involved for the item and all costs
� incurred will be considered to be included in the linear foot bid price of the pipe or the bid
price of the valve.
80.3 Type of Casing Pipe:
�• 1. WATER:
The casing pipe for open cut and bored or tunneled section shall be AWWA C-200
Fabricated Electncally 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
�y 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. 22 and related sections in AVWVA 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
Waten�vor{cs Manufacturing Company or an approved equal shall be used on all non-
L- concrete pipes when installed in casing. Installation shall be as recommended by the
manufacturer.
L 2. SEWER:
Boring used on this project shall be in accordance with the material standard E1-15 and
�`" Construction standard E2-15 as per Fig. 110 of the General Contract Documents.
3. PAYMENT:
Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and
�, incidental work shall be included in the unit price bid per foot.
[� 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing
water mains. It shall be the responsibility of the Contractor to verify the exact location
and elevation of the existing line tie-ins. And any differences in locations and elevation
i of existing line tie-ins befinreen 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 pnce of the
� pipe.
�
08✓13/99
SC-49
�
�
PART D - SPEGIAL CQNDITi�NS
"J
80.5 Connection of Existing Mains: The Contractor shall determine the exact
location, elevation, configuration and angulation of existing water or sani#ary sewer lines �
prior to manufacturing of the connecting piece. Any differences in locations, elevation,
configuration, and or angulation of existing lines between the contract drawings and what
may be encountered in the said work shall be considered as incidental to construction. �
Where it is required to shut down existing mains in order to make proposed connections,
such down time shall be coordinated with the Engineer, and all efforts shall be made to
keep this down time to a minimum. In case of shutting down an existing main, the '�
Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48- ��
hours prior to the required shut down time. The Contractor's attention is directed to
Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL �
CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS
AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both
personally and in writing as to the location, time, and schedule of the senrice 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 incfuded in the linear foot
price bid for the appropriate pipe size. �
a.
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 vafves in other lines and putting consumers out of service for that period of time �
necessary to cut in the new valve; the woric 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 approwmate 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 Iocated in the field and identified by the Engineer.
All service's shall be constructed by the contractor utilizing approved factory
manufactured tap saddles (when required) and corporation stops, type K copper water
tubing, curb stops with lock wings, meter boxes, and if required approved manufactured
service branches. All materials used shall be as specified in the Material Standards (E1-
17 8� 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 senrice lines which are to be replaced shall be replaced with 1-
inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation
from the main line to the meter box.
All services which are to be replaced or relocated shall be installed with the service main
�
os��srss SC-50
�
�
PART D - SPE�IAL CQNQITIONS
1�; tap and service line being in line with the service meter
unless otherwise directed by the
Engineer.
F'
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 meter shall be performed by a licensed plumber.
1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is
� required when the existing service is lead or is too shallow to avoid breakage during
street reconstruction. The contractor shall replace the e�dsting service line with Type K
� copper from the main to the meter, curb stop with lock wings, and corporation stop.
Payment for all work and materials such as backfill, fittings, type K copper tubing, curb
stop with lock wings, service line adjustment, and any relocation of up to 12-inches from
center line existing meter location to center line proposed meter location shall be included
in the Linear Foot price bid for Copper Senrice Line from Main to five (5) feet behind
Meter. Any vertical adjustment of customer service tine within the 5 foot area shall be
subsidiary to the service installation.
Payment for all work and materials such as tap saddle (if required), corporation stops,
� and fittings shall be included in the price bid for Service Taps to Main.
2. WATER SERVICE RECONNECTION: Water service reconnection is required when the
° existing service is copper and at adequate depth to avoid breakage dunng street
� reconstn,iction. The contractor shall adjust the existing water service line as required for
reconnection and fumish a new tap with corporation stop. The contractor will be paid for
� one (1) Service Tap to Main for each service reconnected plus for any copper service line
used in excess of five (5) feet from Main to five (5) feet behind the Meter.
� 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement
and relocation of a water service and meter box is required and the location of the meter
and meter box is moved more than twelve (12) inches, as measured from the center line
of the existing meter to location to the center line of the proposed meter location,
separate payment will be allowed for the relocation of service meter and meter box.
�` Centerline is defined by a line extended from the service tap through the meter. Only
relocations made perpendicular to this centerfine will be paid for separately. Relocations
� made along the cente�line will be paid of in feet of copper service line.
When relocation of service meter and meter box is required, payment for all work and
� materials such as backfill, fittings, five (5) feet of type K copper service and all materials,
labor, and equipment used by and for the licensed plumber shall be included in the price
bid for the service meter relocation. All other costs will be included in other appropriate
� bid item(s).
08/i3i99
SC-51
�
PART D - SPECIAL CUNDITiUNS
This item will also be used to pay for all service meter and meter box relocations as
required by the Engineer when the service line is not being replaced. Adjustment of only
the meter box and customer service line within 5 feet distance behind the meter will not
justify separate payment at any time. Locations with multiple service branches will be
paid for as one service meter and meter box relocation.
4. NEW SERVICE: When new services are required the contractor shall install tap saddle
(when required), corporation stop, type K copper service line, curb stop with lock wings,
and meter box.
Payment for all work and materials such as backfill, fittings, type K copper tubing, and
curb stop with lock wings shall be included in the Linear Foot price bid fo� Service Line
from Main to Meter five (5) feet behind the meter.
Payment for all work and materials such as tap saddle, corporation stops, and fittings
shall be included in the price bid for Service Taps to Mains.
Payment for all woric and materials such as fumishing and setting new meter box shall be
included in the price bid for fumish and set meter box.
5. MULTIPLE SERVICE BRANCHES: When mu�tiple service branches are required the
contractor shall fumish approved factory manufactured branches.
Payment for multiple service branches will include fumishing and installing the multiple
senrice 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
senrice 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 pnce in the appropriate bid item(s).
80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-
inch service lines shall be installed to provide temporary water service to all buildings that
will necessarily be required to have severed water service during said work. The
contractor shall be responsible for coordinating the schedule of the temporary service
connections and permanent service reconnections with the building owners and the
Engineer in order that the woric be performed in an expeditious manner. Severed water
senrice 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 shall be installed in accordance to the attached figures 1, 2 and 3. 2"
temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated
lime (HTH) prior to installation.
osi��s SC-52
��
�
�
�"'
PART D - SPECIAL GQNQ{TIQNS
A two-inch meter will be fumished 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 the correct location. The meter box shall be reset as necessary to be flush with the
existing ground or as otherwise directed by the Engineer.
� The temporary service layout shall have a minimum available flow rate of 5 GPM at a
dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor
to determine the length of temporary service allowed, number of service taps and number
� of feed points.
When the temporary senrice is required for more than one location the 2-inch temporary
service pipes, 3/4inch service lines and the 2-inch meter shall be moved to the next
successive project location.
� Payment for work such as fittings, 3/4inch service lines,
connections, removal of temporary services and all
required, shall be included in the appropriate bid item.
�
LJ
asphalt, barricades, all service
other associated appurtenants
80.9 Adjust Manholes, and Vaults (Utiiity 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 Water Department forces.
�
�
Prior to the beginning of work, the Contractor shall make an inventory of the condition of
existing water vaive boxes. The Construction Engineer will field verify this inventory and
provide the Contractor replacements for broken valve boxes. The contractor shall
replace the valve boxes which are damaged during construction at no cost to the City.
The unit price bid per each will be full compensation for all labor, materials, equipment,
tools, and incidentals necessary to complete the work.
80.11 Purging and Sterilization of Water Lines: Before being placed into service all
newly constructed water lines shall be purged and sterilized in acco�dance with E2-24 of
�, the General Contract Documents and Specifications except as modified herein. The
Contractor will fumish all water for INITIAL cleaning and sterilization of water lines. All
� materials for constnaction of the project, including appropriately sized "pipe cleaning
pigs", chlorine gas or chlorinated lime (HTH) shall be fumished by the Contractor.
Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual
� of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and
shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be
disposed of in the sanitary sewer system. Should a sanitary sewe� not be available,
chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed
�
OS/13/99
SC-53
�
PART Q - SPECtAL GQNDiTIQNS
in service untii two successive sets of samples, taken 24 hours apart, have met the
established standards of purity.
Purging and stenlization 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 befinreen
pressure planes
80.13 Water Sample Station:
GENERAL:
All water sampling station installations will be per attached Figure 34 or as required in
large water meter vaults as per Figure 33 unless 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 INSTALLATIONS: Payment for all work and materials
necessary for the installation of the 3/4inch type K copper service line will be shall be
included in the price bid for copper Service Line from Main to Meter.
Payment for all work and materials necessary for the installation tap saddle (if required),
corporation stops, and fittings shall be included in the price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station,
concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper
service line which are required to provide a complete and functional water sampling
station shall be included in the price bid for Water Sample Stations.
PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials
necessary for the installation tap saddle, gate valve, and fittings shall be inctuded in the
price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station,
modification to the vault, fittings, and all type K copper service line which are required to
provide a complete and functional water sampling station shall be included in the price
bid for Water Sample Stations.
80.14 Ductile Iron and Gray Iron Fittings:
Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe,
fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be
revised #o xead as follows:
os���s SC-54
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PART D - SPEGIAL CONDiT14NS
E2-7.11 DUCTILE-iRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron
fittings shall be fumished with cement mortar lining as stated in Section E1-7. The price
bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene
wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete
cradle necessary for construction as designed.
All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with
polyethylene wrapping conforming to Material Specification E1-13 and Construction
Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-
down concrete blocking, and concrete cradle. Payment for the potyethyfene wrapping,
horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle
shall be included in bid items for vales and fittings and no other payments will be allowed.
D-81 SPRINKLING FOR DUST CONTROL:
� All applicable provisions of Standard Specifications Item 200, 4Sprinkling for Dust Control" shall
apply. However, no direct payment will be made for this item and it shall be considered to this
�, contract.
D-82 DEWATERING:
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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 by the
Engineer. Ground water shall not be discharged into sanitary sewers.
Dewatering shall be considered as incidental to a construction and all costs incurred will be
considered to be included in the project price.
D-83 TRENCH EXCAVATION ON DEEP TRENCHES:
Contractor to prevent any water flowing into open trench during construction. Contractor shall
not leave excavated trench open ovemight. Contractor shall fill any trench the same day of
exca�ation. No extra payment shall be allowed for this special condition.
D-84 TREE PRUNING:
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08/13i99
REFERENCES: National Arborist Association's "Pnaning Standards for Shade Trees".
ROOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
NATURAL RESOURCES PROTECTION FENCE
1. Steel "T" = Bar stakes, 6 feet long.
SC-55
PART D - SPEClAL CQNQiTia►NS
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2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge).
3. Surveyo�s Piastic 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.
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 equalize soil
temperature and minimize water loss due to evaporation.
6. Limit any grading work within conservation areas to 3-inch ma�dmum cut or fill, with no
roots over 1-inch diameter being cut unless cut by hand or cut by specified methods,
equipment and protection.
MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or c(earing
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, incfuding stump and root ball
removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing
utilities both overhead and buned. The Contractor shall immediately repair or replace any
damage to utilities and pnvate property incfuding, 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 wil� be atlowed.
D-86 TEST HOLES:
The matter of subsurtace 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
08/13�J9 SC-56
PART D - SPECIAL GONDITIQNS
` whether they make such determination by the use of test holes or other means, shail be left to
_ the discretion of such prospective bidders.
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If test borings have been made and are provided for bidders 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, Iocation, or elevation, as shown on
the boring logs. It shall be the responsibility of the bidder to make such subsurface
investigations as he deems necessary to determine the nature of the material to be excavated.
The Contractor assumes a�l responsibility for interpretation of these records and for making and
maintaining the required excavation and of doing other work affected by the geology of the site.
The cost of all rock removal and other associated appurtenances, if required, shall be included in
the linear foot bid price of the pipe.
0�„�9 sc-57
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PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE .......................................... (OMITi'ED)
DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM .............................. (OMITTED)
DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE ........................................... (OMITTED)
DA-4 SLIPLINING .............................................................................................................. (OMITTED)
DA-5 PIPE lNSTALLED BY OTHEI� THAN OPEN CUT ........................................................... ASC-3
DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR .......................................... (OMITTED)
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ....................... ASC-6
DA-8 MANHOLE REHABILITATION ITEMS .....................................................•--............ (OMITTED)
DA-9 SURFACE PREPARATION FOR MANHOLE REHAHILITATION ............................. (OMITTED)
DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM .............. (OMITTED)
DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................ (OMITTED)
DA-12 INTERIOR MANHOLE COATING - SPRAYVi/ALL SYSTEM ........................................... ASC-8
DA-13 INTERfOR MANHOLE COATING - RAVEN LINING SYSTEIUt ...................................... ASG11
DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER. (OMITTED)
DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ................................... (OMITTED)
DA-16 RIGID FIBERGLASS MANHOLE LINERS ............................................................... (OMITTED)
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DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................ (OMITTED)
DA-18 PRESSURE GROUTING ..................•-•-•-........................_............................._...-•••--. (OMITTED)
DA-19 VACUUM TESTING OF REHABILITATED MANHOLES .......................................... (OMITTED)
DA-20 FIBERGLASS MANHOLES ...................................................................................... (OMITTED)
DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ................. (OMITTED)
DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER .............................................. ASC-14
DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ....................................................... ASC-14
DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .......................................... (OMITTED)
DA-25 GRADED CRUSHED STONES ...............:............:.................................................. (OMITfED)
OM16/J9 ASC-1 M-219, PART 7
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PART I�A - ADDITIONAL SPECIAL CONQITIONS
DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ............................•-•-............:...---.... (OMITTED)
DA-27 BUTT JOINTS - MILLED ........................................•---.............................-•-.............. (OMITTED)
DA-28 2" H.M.A.C. SURFACE COURSE (TYPE °D" M(X) ................................................. (OMITfED)
DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTtER .....................:.................... (OMITfED)
DA-30 NEW 7" CONCRETE VALLEY GUTTER .................................................................. (OMITTED)
DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................ (OMITfED)
DA-32 8� PAVEME�IT PULVERIZATION ............................................................................ (OMITTED)
DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILlTY CU� ........................... ASC-14
DA-34 RAISED PAVEMENT MARKERS .........-•• ................................................................. (OMITTED)
DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING .............. {OMITTED)
DA-36 LOADING, TRANSPORTATIQt�F, AND DISPOSAL OF CONTAMINATED SO1L ..... (OMITTED)
DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC ....................................................................ASC-16
DA-38 CONCRETE PIPE FITINGS AND SPECIALS .......................................................... (OMiTTED)
oa,��s�s
- ASC-2
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M-219, PART 7 s
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3. Work shall be performed in accordance with the requirements of the City of Fort
Worth Water D�partment, the Texas Department of Transportation, or railroad
company, as applicaole.
DB. MATERIALS:
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2. All excavation shall provide an open area conforming to the outside diameter of
the casing and/or carrier conduit. The excavation shall be to an aiignment and
grade which will allow the carrier conduit to be installed to proper line and grade
as shown on the Plans and as established in the Specifications.
DA� PIPE INSTALLED BY OTHER THAN OPEN CUT:
A. GENERAL:
1. Fumish materiais and necessary accessories, with strengths, thickness, coatings,
and fittings indicated, specified and/or necessary to complete the work.
1. Casing Pipe: Casing pipe shall be steel conforming to ANSI 836.10 and the
following:
a.
b.
c.
d.
2
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PART DA - ADDITIONAL SPECIAL CONDITIONS�
Field Strengtl�: 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
speci�ed in the General Contract Documents.
Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or
as designated on the plans. ,
4. Grout: Grout shall be Portland Cement grout of min. 20Q0 psi compressive
strength at 28 days. Proportioned not less than 1 cu. ft. of cem�nt to 3 cu. ft. of
fine sand with sufficient water added to provide a free flowing thick slurry.
EXECUTION
1. Where sewer pipe is required to be installed under railroad embankments o�
under highways, streets or other facilities in other than open cut, construction
shall be performed in such a manner so as to not interfere with the operation of
the railroad, street, highway, or other facility, and so as not to weaken or damage
any embankment or structure. During construction operations, barricades and
lights to safeguard traffic and pedestrians shall be fumished and maintained, until
such time as the backfill has been completed and then sha(I be removed from the
site. �
ASC-3 � M-219, PART 7
PART DA - ADDITIONA�L SPECIAL CO�IDITIONS
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Pits and Trenches:
a. !f the grade of the pipe at the end is below the ground surface, suitab)e
pits or trenches shall be excavated for the y�urpose 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 beyand
it, such work shall be sheeted securely arid bracec! in a manner to prevent
earth from caving in.
b. The location of the pit shall meet the approval of the Engineer.
c. The pits of trenches excavated to facilitate these operations shall be
backfilled immediately after the casing and carrier pipe installation has
been compieted.
Boring and Jacking Steel ,Casing Pipe: Steel casing pipe shall be installed by
boring hole with the ea�th auger and simultaneously jacking pipe into place.
a. The boring shall proceed from a� pit provided for the boring equipment and
wo�{cmen. The hoies are to be bored mechanically. The boring shall be
done using a pilot hole. By this method an appro�cimate 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 fhe bore from the work pit. This pilot
hole st�all serve as the centerline of the larger diameter holE to�be bored.
Other methods of maintaining line and grade on the casing may be
approved if acceptable to the Engineer. Excavated material shall be
placed near the top of the woricing pit and disposed of as required. The
use of water or ottier 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 col}oidal drilling fluid
consisting of at least 1�0 percent of high grade carefully processed
,bentonite may be used to consolidate cuttings of the bit, seal the walls of
tf►e hole, and fumish lubrication for subsequent removal of cuttings and
installation of the pipe immediately thereafter.
4.
c. Allowable variation from the line and grade shall be as specified under
paragraph A.2. All voids between bore and outside of casing shall be
pressure grouted. �
Installation of Carrier Pipe in Casing:
a. Sanitary sewer pipe located within the encasement pipe shall be
supported by "skids" or "bands" to prevent the pipe and bells from
snagging on the inside of the casing, and to keep the installed line from
resting on the bells.
04/16/99 �isC-4 M-219,�PART 7
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PART DA - ADDITIONAL SPECIAL CONDITIONS
b. Ail skids shall be treated with a wood preservative. Skids should extend
for the full length of the pipe with the exception of the beil area and spigot
area necessary'for assembly unless otherwise specified.
c. The Contractor sha(I prevent over-belling the pipe while installing it through
the casing. A method of restricting the movement befinreen the assembled
bell and spigot where applicable shall be provided.
d. At all bored, jacked, or tunneled installations, the annular space between
the carrier pipe and casing shall be filled with grout. Care must be taken
that not too much water is forced into the casing so as not to float the pipe.
The backfill material will not be required unless specified on the plans and
specified by the Engineer.
e. Closure of the casing after the pipe has been installed shall be plugged at
the ends of the casing as shown on the drawings or as required by the
Engineer.
Boring and Jacking Ductile Iron Pipe without Casing Pipe:
-� a. As indicated on drawings and as required and directed by the Engineer
sewer shall be constructed of bore and jacked ductile iron pipe.
b. When a casing pipe is not designated on the drawings, the contractor shall
provide a casing pipe if necessary to achieve line and grade. Casing pipe
sha(I be provided at no additional cost and shal( be, subsidiary to the cost
bid for installation By Other than Open Cut.
c. Bore and jack in accordance with paragraph C.3. above.
d. Short length of sewer consisting of a single pipe section may be installed
by jacking without a bore hole if permitted by the Engineer and in soft soil
layer. All voids outside of installed pipe shall be pressure grouted.
6. Tunneling: Where the characteristics of the soif, the size of the proposed pipe, or
the use of monoiithic 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 shafl submit the
proposed liner method to the Engineer for approval. The tunnel liner
design shall bear the seal of a licensed professional engineer in the State
of Texas. Approval by the Engic�eer shall not relieve the Contractor of the
responsibility for the adequacy of the liner method.
b. The space between the tunnel linet and the limits of excavation shall be
pressure grouted or mud-jacked.
ASGS M219, PART7
PART DA - ADDITIONAL SPECtAL CONDITIONS
GENERAL:
D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be
measured by the (inear foot of pipe, complete in place. Such measurement wiil be made
befinreen the ends of the pipe along the central axis as insta{led. The work perfarmed
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 reguired for installation, for all preparation, hauling and installing of same, and
for all labor, tools, equipment and incidentals necessary to complete the work, including
excavation, backfilling and disposal of surplus material shall be inGuded in the Contract
Unit Price as shown in tf�e Bid Proposal.
DA-7 PROTECTNE MANHOLE COATING FOR CORROSION PROTECTION:
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c. Access ho�es for placi�g concrete shali be space at -ma�dmum intervais of
10 feet.
Scope: This section govems al! 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, includir�g interior wall, top and bench surFaces. Protective coating for
corrosion protecction shall meet the requirements of this Specification (and items
DA-'!2 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 accordance with manufacturer's
3.
4.
recommendations.
Manufacturer's Recommendations: Materials and procedures utilized for the
lining process shall be in strict accordance with manufacturer's recommendations.
Corrosion Protection: CoRosion protectior� may be required on all structures
where high turbulence or high H2S cvntent is expected.
MATERIALS:
Scope: This section govems the materials required for completion of protective
coating of designated structures.
2. Protective Coating: The protective coating shall be a proprietary two component,
100 percent solids, rigid polyure�hane system designated as Spray Wall as
manufactured by Sprayroq, Inc. or a two-part epoxy resin systerx� using 100%
solids based epoxy binder with fibrous and flake filiers, is manufactured by Raven
Lining systems and designated as Raven 405.
ASC-6 M-219, PART 7
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PART DA - ADDITiONAL SPECIAL CONDITI0�11S
3. Specialty Cement (If required for leveling or filfing): The specialty cement-based
coating material shait be either Quadex QM-1s as manufactured by Quadex, Inc.
or Reliner MSP a� manufactured by Standard Cement Materials.
4. Material Identification_ The protective coating material sprayed onio the surFace of
the structure shall be a urethane or epoxy resin system formulated for the
application to a sanitary sewer environment. The spray system shall exhibit the
minimum physical properties as follows:
Property Standard
Tensile Strength ASTM D-638
Flexural Stress ASTM D-790
Flexural Modulus ASTM D-790
Long Term Value
5,000 psi
10,000 psi
55Q,000 psi
5. Mixing and Handfing: Mixing and Handling of specialty cement material and
protective coating matenal, which may be to�c under certain conditions shall be in
accordance with the recommendations of the manufacturer and in such a manner
as to minimize hazard to personnel. lt is the responsibility of the Contractor to
provide appropriate protective measures to ensure that materials are under
control at ali times and are not available to unauthorized personnel or animais. All
equipment shal! be subject to the approval of the Engineer. OnEy personnel
thoroughly familiar with the handling of the coating materiat shall perform the
spray coating operations and coating installations.
EXECU�ION:
1.
2.
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General: Protective coating shall not be instaifed until the structure is complete
and in place. �
Preliminary Repairs:
a. All foreign materials shall be removeci 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 recommer�ded by the material suppl+er f�r t�is application.
c. After all repairs have been completed, remove all loose material.
Protective Coating:
a. The protective coating shall be applied to the structure from the bottom of
the frame to the bench, down to the top of the trough. The top of the
structure shall also be coated.
b. The protective coating sha(I be installed in accordance with the
manufacturer's recommendations and the following procedure.
ASC-7
M-219, PART 7
RART DA - ADDiTtONAL SPECIAL CONDITIONS
1)
2)
3)
The surFace shafi be thoroughly cleaned of all foreign ��aterials and
matter.
Place covers over the invert to prevent extraneous material from
entering the sewe�s.
If required for filling or ieveling, 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 inethods
acceptable to the Engineer. Aftej the walls are coated, the wooden
� bench covers shall be removed.
5) The fina( application shall have a minimum of th"ree (3) hours cure
time or be set harsi to the touch, before being subjected to active
flow.
6) No applications shall be made to frozen surfaces or if freezing is
expected to occur inside the structure within 24 hours after
application. •
4. Testing of Rehabilitated Manholes: Testing af rehabilitated manholes for
watertightness shall be performed by,#he 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 btittom of the frame to tiie top of the bench. The
Contract Unit Price shall be payment in full for perForming the work and for fumishing all
labor, supervision, materials, equipment and material testing required to complete the
work. Pressure grouting, if necessary to stop active infiltration prior to appfication 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 requirec� by the Engineer,
sf�all be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION.
DA-12 lNTERIOR MANHOLE COATING - SPRAY WALL SYSTEM:
A. GENERAL
1. Scope
This se�tion govems all work, materials and testing reguired for the application of
interior •manhole coating. Manholes designated for interior coating are listed on
the Manhole Rehabilitation Schedule. Interior manhole coating shail meet the
requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14.
04/16i99 i�sC-$ M-219, PART 7
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PART DA - ADDITIONAL SPECfAL CONDITIONS
2. Description
Q The Contractor shall be� responsible for the fumishing of aii labor, supervision,
materiais, equipment, and testing required fo� the completion of interior coating of
manholes in accordance with the Contract Documents.
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Manufacturers Recommendations
3
Materials, mixture ratios, and procedures utilized for the coating process shail be
in accordance with manufacturer's recommendations.
Manholes
Manholes to be coated are of bricic, biock, or concrete construction. All manholes
shall have a minimum of one-half (1/2) inch speciafty cement based coating
material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the
original interior surFace.
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DB. MATERIALS
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1. Scope
This section govems the materials required for completion of intenor coating of
manholes.
lnterior Coating
2
Q The interior coating shall be a proprietary finro component, 100 percent solids,
rigid poiyurethane system designated as Spray Waif as manufactured by
Sprayroq, Inc.
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3. Specialty Cement
The specialty cement-based coating material shall be either Quadex QM-1 s as
0 manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard
�Cement Materials.
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4. Materiai Identification
The interior manhole coating material sprayed anto the surface of the manhole
a shall be a urethane resin system formulated for the application to a sanitary sewer
environment. The spray system shall exhibit the physical properties as follows:
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Propertv Standard
Tensile Strength ASTM D-638
Flexural Stress ASTM D-790
Flexural Moduius ASTM D-790
GT+��%7
Lonc� Term Value
5,000 psi
10,000 psi
550,000 psi
M-219, PART 7
P�►RT DA - ADDITlON�L SPECiAL CONDITIONS
C.
5.
Mixing and Handling
Mixing and handling of specialty cement material and interior coating material,
which may be toxic under certain conditions shall be in accordance with the
recommendations of the rr`fanufacturer 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 a�re not avaitable to unauthorized personnel or animals. All equipment
shall be subject to the approval of the Engineer. Only personnel thoroughly
famiiiar with the handling of the coating material shall perform the spray coating
operations and coating installations.
EXECUTION
1. General
Manhole coating shall not be�instalfed 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 intenor coating operation sha(1 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
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The interior coating shafl 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, or other solvents as needed in order to remove
any film or residue on�the surface.
2) Place covers over the invert to prevent extraneous material from
entering the sewers. D
3) Apply a minimum of one-half (1/2) inch specialty cement product
(Quadex QM-1 s or Reliner MSP) smooth surtace for the urethane
caating material.
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.
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ASC-� O' M-219, PART 7
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PART DA - ADDITIONAL SPECiAL CONDiT�ONS
5) Coat trough area with speciaity cement product (Quadex QM-1 s or
Reliner MSP).
Testing of Rehabilitated Manholes
a. Testing of rehabilitated manholes for watertightness shall be perfarmed by
the Contractor after operations are complete in accordance with
Section DA-18.
MEASUREMENT AND PAYMENT
Payment shall be based on the Contract Unit Price per vertical foot, measured from the
bottom of the frame to the top of the bench. The Cont�act Unit Price shall be payment in
full for performing the work and for fumishing all labor, supervision, materials, equipment
and material testing required to complete the work. Grouting, if necessary, shall be
included in the above unit price. Grouting of the pipe seals, bench and trough, and
lower portion of a particular manhole, if required by Manhole Rehabilitation Work
Schedule or required to be done by the Engineer, shaA be paid for separatety a� the
Contract Unit Price.
DA-13 INTERlOR MANHOLE COATING - RAVEN LINING SYSTEM:
DA. GENERAL
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1. �cope
This section govems all work, materials and testing required for the application of
interior manhole coating. Manholes designated for interiQr coating are listed of
the Manhole Rehabi(itation ScF►edule, 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 the fumishing of all (abor, supervis�on, materials,
equipment, and testing required for the completion of interior coating of manholes
in accordance with the Contract Documents.
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Manufacturer's Recommendations
Materials, rr�ixture ratios, and procedures utilized for th� coating process shall be
in accordance with manufacturer's recommendations.
Manholes
Manholes to be coated are of brick, block, or concrete construction. All manholes
� shall have a minimum of one-half (1/2) specialty cement based coating material
(Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original
interior surface.
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04/16/H9
ASC-11
M-219, PART 7
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PART DA - ADDITIONAL SPECIAL CON�ITIOIVS
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 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
The specialty cement based coating m�terial shall be either Quadex QM-1s as
manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard
Cement Materials.
4. Materialldentification
Contractors will completely identify the types of grout, mortar, sealant, and/or root control
chemicals ptoposed and provide case histories of successful use or defend the
choice of grouting materials based on chemica[ and physica! properties, ease ofi
application, and expected performance. These grouting materials shall be
compatible with Raven 405 interior coating. The contractor shall be responsible
for gettin� 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 co�ting, which may be toxic under certain
conditions shail be in accordance with the recommendafions, 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 al! times and are not avaiiable to unauthorized
personnel or animals. All equipment shall be subject to the approval of the
Engineer. Coating shall be performed �only by <certified applicatdrs approved by
the manufacturers.
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EXECUTION
1. General
Manhole coating shall not be performed until sealing of manhole from frame and
grade adjustments, partial manhole replacement, manhole grouting or sewer
replacement/repairs are complete.
2. Temperatures
Normal interiar coating operation shall be performed at temperatures of 40°F or
greater. No application shail be macie when freezing is expected within 24 hours.
04/16/J9 ASC-12 M-219, PART 7
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PART DA - ADDITIONAL SPECIAL CONDITIONS
Interior Manhole Coating
a. Manholes scheduled for
Rehabilitation Schedule.
manhole from the bottom
including the bench/trough.
interior coating are shown on the Manhole
The interior coating shall be applied to the
of the manhole frame to the bench/trough,
b. The interior coating shall be installed in accordance with the
manufacturer's recommendations and the following procedure.
1) The- surface preparation shall comply with the requirements of
Section DA-9, SURFACE PREPARATf01� FOR MANHOLE
RESTORATION.
2)
3)
Appfy a minimum of one-half (1/2) inch specialty cement based
product (Quadex QM-1s or Reliner MSP) smooth surFace fo� the
urethane coating material.
The surface prior to application may be damp but shafl not have
noticeable free water drople#s seeping or running water. Material
shall be spray applied per manufacturer's recommendations with a
minimum thickness of 125 mi{s (0.125 inch).
4) After the walls are coated, the wooclen bench covers shall be
removed and the bench sprayed to the same average and
minimum thickr�ess as required for the walls.
5) The final application shall have a minimum of three (3) hours cure
time or be set hard to the touch, before being subjected tv 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.
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 material over the area. All blisters and evidence of
uneven cover shall be repaired according to the manufacturer's
recommendations. Spot check of coating thickness may be made by
Owner's Representative, and the contractor shall repair these areas as
required, at no additional cost �o the Owner. '
b. Testing of rehabilitated manholes for watertightness shall be performed by
the Contractor _ after operations are complete in accordance with
Section DA-18 — VACUUM TESTING OF REHABILITATED MANHOLES.
AS�-� 3 M-219, PART 7
PARi DA - ADD�TIONAL SPEC�aL COND.OTIONS
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MEASUREMENT AND PAYMENT
Payment shall be based on the Contract Unit Price per verticai foot, measured from the
bottom of the frame to the top of the bench. The Contract Unit Price shail be payment in
full for performing the woric and for fumishing all labor, supenrision, materials, equipment
all testing necessary to complete the work. Payment for grauting of pipe seals, bench
and trough and mar�hole walls shall be based on the Contract Unit Price for each
manhole actually grouted.
DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTERt
Contractor shall replace all damaged existing curb and gutter, as designated by the Construction
Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like
kind, as gt�vemed by the standard City Specifications. Pay limi�s for laydown curb and gutter are
as shown in' Drawing Na. S-S5 of the Standard Specifications. Included, and figured subsidiary
to this unit price, will be the required excavation into the street to aid in the construction of the
curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the
removed material to a suitable dump site. The street void shali be filled with H.M.A.C. "Type D"
mix and compacted to standard City densities and top soil, if needed, shall be added and leveled
to grade behind the curb. Existing improvements within the par{cway such as water meters,
sprinkler system, etc. damaged during construction shall be �eplaced with same or be#ter at no
cost to the City.
Backfill for curb and gutter shall be corx�pteted within fourteen ('(4) calendar days from the day of
demolition to date of completion. if the contractor fails to compiete the work within fourteen (14)
calendar days, a$100 dollar liquidated damage will be assessed per block per day.
The unit price' bid per linear foot sha!! be fu11 compensation for all materials, labor, equipment
and incidentals necessary to complete the work.
DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shaU include the removal and replacement of existing concrete driveways, due to
deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate
ponding water with same day haul-off of the removed material to a suitable dump site. For
specifications goveming this item see Item No. 104 "Removing Ofd Concrete", ltem No. 504"
Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown �n Drawing
No. S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensation for al! labor, material,. equipment,
supplies, and incidentals necessary to complete the work.
DA-33 REiNFORCED CONCRETE PAVEMENT OR BASE (UT{LITY CUT)
The followirrg specifications are for the fumishing and placing of reinforced concrete pavement
or base as shown on detail and as directed by the Engineer.
pq/16�gg ASC-14 'M-2�s, PART 7
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PART DA - ADDtTIONAL SPECIAL CONDITIONS
A. GENERAL:
Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein
except for finishing and curirtg.
B. FINISHING:
The reinforced concrete shall be brought to a uniform surface by working with a wooden
float. The surface shall be flush with the adjacent pavement and shall have a finish similar to
the suRounding pavement. The surface shall be even and shall provide a smooth ride.
C. CURING:
The reinforced concrete pavement surFaces shall be sprayed uniformly with a membrane
curing compound conforming to the requirements of ASTM C-309, Type 2, whit�pigmented
compound, which shall not produce peRnanent discoloration of the concrete. Concrete shall
be atlowed to cure fvr seven days or test cylinders �each 3000 psi before removal of
barricades.
D. EXECUTION:
Included in this item will be the removal of the existing reinforced concrete pavement. The
existing pavement shafl be sawed so as to maintain an even, straight pavement cut. The
existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with
the new reinforced concrete pavement The existing steel shall be thoroughfy cleaned
before lapping.
The following work method witt be perFormed on each utitity cut:
1. Place safety signs, barricades and/or other waming devices where necessary and as
required.
2. Replace pavemen't to nearest joint.
3. Martc out the damaged area with keel, chalk line or paint being sure to include all areas
requiring repair.
4. Saw cut along marked lines a minimum of two (2) inches deep.
5. Remove existing concrete.
6. Form joints and place reinforcing steel and Dowel Bars (as required) according to
standard specifications.
7. P�ace and finish concrete.
8. Clean up job site, removing all debris.
9. Maintain traffic control devices to protect the area un#il -the concrete has cured seven
days or concrete reaches 3000 psi compressive strength.
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ASC-15
M-219, PART 7
PART DA - ADDITIONAL SPECfAL CONDITIONS
E. PAYMENT:
Payment shall be made at the unit price per linearfoot�as shown �on the proposal and shail
be full compensa#ion for fumishing all labor, materials, equipment tools and incidentals
necessary to complete the work.
D!A-3't FlQ�K RiRRAP - GRQ[!T -�ILTER FABRt�:
A.
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GENERAL:
1. General Conditions, Supplemental Conditions, applicable requirements of Division 1-
General Requirements and the North Central Texas Counc�l of Govemments
(NCTCOG) Standard Specifications, are hereby made a part of this section.
2. This item shall govem for the installation of rock riprap of the various sizes shown on
the plans.
DESIGN CRITERlA:
1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. lf the
�channel bottom is not stabie, the design shail incorporate other requirements needed
to stabilize the revetment toe.
2. The channel side slope shall be as shown on the drawings.
3. Engineering filter fabric material shall be placed undemeath fhe riprap.
4. Riprap shall extend up the bank to an elevation where vegetation wilf provide
adequate protection. See cross sections.
C. PRODUCT_
1. RIPRAP MATERIAL: Stone for riprap shall be durable anci of a suitable quality to
insure permanence in the structure. It shall be free from cracks, seams and other
defects that would tend to increase deterioration. Rock shall be reasonably well
graded between the following prescribed limits:
Sieve Size
tSquare Mesh)
24" 24 inch
Riprap �8 inch
12 inch
6 inch
Sieve Size
(Sauare Mesti)
18" 18 inch
Riprap 12 inch
6 inch
3 inch
Per�ent Passinq
100
80-90
45-55
0-20
Percent Passinq
100
60-85
15-45
0-15
04/16/89 ASC-16 M-219, PART 7
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PART DA - ADDITIONAL SPECtAL CONDITIONS
2. RIPRAP WE(GHT: Weight of rock shall be one hundred fifty five pounds per solid
cubic foot (min.) calculated from the bulk specific gravity (saturated surface dry).
3. FILTER FABRIC BLANKET:
Approved Manufacturer:
4. RIPRAP GROUTING
• Supac - Heavy Grade 8NP (U�
• Trevira 011/280
• Amoco 4553
• or Equal Heavy Grade
a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural
sand, manufactured sand, or a combination of natural and manufactured sands. `�
The gradirtg and uniformi�y of the fine aggregate shall conform to the following
requirements as delivered to the mixers:
Sieve Designation,�U.S.
Standard Sauare Mesh
3!8 in. �9.5 mm)
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1:1,8 mm)
No. 30 j600 um)
No. 50 (300 um)
No. 100 (150 um)
EXECUTION:
1. CONSTRUCTION: `
Permissible Limits
Percent bv Weiaht. Passinq
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100
95 - 100
80 - 95
55-75
30 - 60
12-30
.2 - 10
a. The channel side slope and the toe excavation shall be prepared to the required
lines and grades.
b. Filter fabric and riprap shall be placed in succession to the required thicknesses
and elevations. Riprap shall be hand placed around structures to prevent
damage to the structures.
2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be
placed in the manner and at the locations shown on the drawings. At the time of
installation, the geotextile shall be rejected if it has defects, rips, holes, flaws,
deterioration or damage incurred during manufacture, transportation or storage. The
surFace to receive the geotextile shalf be prepared to a relatively smooth condition
free of obstnactions, depressions, debris, and soft or low density pockets of material.
Erosion features such as rills, gullies, etc. must be graded out of ihe surface before
geotextile placement. The geotextile shall be placed with the long dimension
perpendicular to the centerline of the channel and laid smooth and free of tension,
stress, folds, wrinkles, or creases. The strips shall be placed to provide a minimum
width of 24inches of overlap for each joint. Temporary pinning of the textile to help
ASC-� 7 AA-219, PART 7
PART DA - ADDITIONAL S�ECIAL CONDITIONS
hold it in place untii the rock riprap is placed. The temporary pins shail be removed
as the riprap is placed to relieve high tensile stress which may occur during
placement of material on #he geotextile. The specified. placement procedure requires
that the length of the geotextile be greater t-han the actual slope length. The
C6ntractor shall adjust the actual length of the geotextiie used based on initial
installation experience. The geotextils shall be protected at a{! fimes d�:ring
construction #rom contamination by surface runoff and any geotextile so
contaminated shall be removed and replaced with �ncontaminated geotextile. Any
geotextile damaged during its instalfafron or during placement of riprap shall be
replaced by the Contractor at no cost to the Owner. The woric shall be scheduled so
that the covering of the geotextile with a layer of the specified material is
accomplished within seven (7) calendar days after placement of the geotextile.
Failure to comply shall require replacement of geotextile. The geotextile shall be
protected from damage prior to and during the placement of rock riprap. Before
placement of gabion units, the Contractor shall demonstrate that the placement
technique will prevent damage to the geotextile. In no case shal! any type of
equipment be allowed on the unprotected geotextile.
3. RIPRAP PLACEMENT: Stone #or riprap shall�be placed on the filter fabric blanket in
such a manner as to produce a reasonably well graded mass of rock with the
minimum practicable percentage of voids and shall be constructed within the
specified tolerance to the lines and grades shown on the drawings. Then intent of
these specifications is to require placement of Rprap to the thickness shown and to
allow isolated stones to extend as much as six inches above grade_ Ri�rap shall be
placed to its fiuil course thickness at one operation and in such a manner as to avoid
displacing the fabric. The (arger stones sha(I be well distributed and the entire mass
of stones in their final position shall conform to the gradation specified hereinbefore.
The finished riprap shall be free from objectionable pockets of smatl stones and
clusiers of larger stones. The desired distribution of the various sizes of stones
throughout the mass shall be obtained by selective loading of the material at the
quarry or other source, by controiled dumping of successive loads during final
placing, or by other methods of placement which wili produce the specified results.
Rearranging of individual stones, by mechanical equipment or by hand will be
required to the extent necessary to obtain a reasonably weil graded distribution of
stone specified above. The Contractor shall maintain the riprap protection until
accepted. Any material displaced by any cause shall be replaced at his erosion to
the lines and grades shown on the Drawings.
4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entraining
admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts
of sand, sufficient water to produce a workable mixture, and that amount of admixture
which will entrain sufficient air to produce durable grout, as determined by the
ENGINEER. Sand for grouting shall conform to the requirements of paragraph: FINE
AGGREGATE. The grout shall be mixed in a concrete mixer in the manner specified
for concrete except that the time of mixing shall be increased to that necessary to
produce a mixture having a consistency such as to permit gravity flow into the
interstices of the riprap with the help of limited spading and brooming. The grout
shall be'used in the work�within a period of one (1) hour after mixing. Retempering of
ground will not be permitted. Ripra� shall not be grouted when the ambient
temperature is below 35 degree F. or above 95 degrees F. unless approved by the
04/16/99 ASC-18 M-219, PART 7
� PART DA - ADDITiONAL SPECiAL CONDITIONS
� � -- �iV�1NEER in writing-r�or--wben the grout, without special protection, is likely to be
subjected to freezing temperatures before final set has occurred. Prior to grouting, all
D surfaces of riprap shall be wetted. The riprap shall be grouted in successive
Iongitudinal strips, approximately 10 feet in width, commencing at the lowest strip and
working up the slope. Grout shall be brought to the place of final deposit by
D approved means, and in no case will grout be permitted to flow on the riprapped
surface a distance in excess of 10 feet. Immediately after dumping the batch of
grout, it shall be distributed over the surface of the strip by the use of brooms and the
grout worked into place between stones with suitable spades, trowels, or vibrating
� equipment. As a final operation, the grout shall be removed from the top surFaces of
the upper stones and from pockets and depressions in the surface of the stone
protection. After completion of any strip as specified, no workman or any load shall
� be permitted on the grouted surface for a period of at least 24 hours. The grouted
surface shall be protected from rain, flowing water, and mechanical injury. The
surFace of all grouted riprap shall be cured by keeping the surface continuously wet
� for a period of not less than 7 days. y
E. MEASUREMENT AND PAYMENT
� Stone (rock) riprap will be measured by the cubic yard using actual plan dimensions.
Payment for riprap �uvill-be made at the contract unit price per cubic yard which includes
� all filter fabric, grout, plant, labor, material, and installation costs in-place, complete.
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04116i99
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ASC-19
M-219, PART 7
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CONCRETE COLIAR wHERE COMPLETE wiTM
REWIRED.SEE PLAN SHEE7 WATEATIGHT MANHO�E INSERT
ANO OETAI� S►+EET 02
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ANE) 60' D1A. FOR ¢ � - - (/
DIA.EUNLESS OUGH 36' � % �
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IN7EGRAL MANHOIE
BASE OR PRECAST
CONC.SlA6 (6'MiN. 6'GRANULAR CUSMION
TMICKNESSIPER ASTM
C-478
SECTiONAI ELEVATION
PRECAST CONCRETE CONCENTRIC
CORBEL SEC7ION
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MIITH TNO COATS OF ASPHAIT
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PRECAST CONCRETE MANHOLE
�YtA�L'. SECTIONS IN ACCOROANCE
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t-��� '� '�. ` : '�. . : , •.� . `� �•. : �'. � SACE 5ECT10N DETAIL>
6' GRANULAR CUSHION CAST-IN-PLACE (CIASS F
a000 PSICONRETE)MANHOIE
BASE cSEE OETAIL?
CAST IRON MANHOIE FAAME
ANO COVER COMPLETE WITH
MATERTIGHT MANHOLE 1NSEFiT
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CAST IN P�ACE MONCLITjC
CONCRETE MANHQLE t;A�(,
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OF ASPHAIT
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REDUIREO BETwEEN
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SIOPE TO DRAIN
f�EXIBIE MALL CONNECTION
(TYP, AT P1pE ENTRY TO MH)
SLQPE TO ORAIN
PIPES ENTERING AT 4NGLE5 SHALI
BE PROVIDED uI7H A 'U'CHANNEI
� OF PIPES INSIOE D1AME'ER
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SHALL BE PROVIDEO WITH A'U'
CHANNEL ONE HALF OF PIPE INSIDE
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2' MIN. IF PRECAST RISER —� � 4� � M1N.
SECTIONS ARE USED • � : � �.�
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CUT 2' MINIMUM
, y CURB ANO GtlTTER ANO/OR SIOEtiIALK
� BASE / SHAIL 8E PAY ITEM ONLY IF wITHIN
IS FEET PLUS ONE HALF NOMINAL PIPE
•EXCAVATEO MATERIAL SHALL DIAMETER TO ?HE CEN7ER �INE OF
CONSIST OF MQFERIAL FREE OF THE PIPE ( 2 FEET MIN.). Ai�iD IS
TNIN OR ELONGATEO PIECES. REPLACED AS OIRECTEO BY THE
RQCKS. LUMPS OF CLAY, ENGIf�ER.
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UPPER AORTIQN Of TRENCH
wFO7H SHALL BE OETERMINED BY
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PART E
GENERAL SPECIFICATIONS FOR WATER DEPARTMENT
PROJECTS
(NOT BOUND HEREIl�
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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 insurauce coverage for all its employees employed on city of Fort Worth Project Nuxnber PS46-
070460410090
WII.LIAM J. SCHiJLTZ. INC., DBA
CIRCLE "C" CONSTRUCTION
COMPANY
CON CTO
By: �
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Title
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Date
STATE OF TEXAS
COUNTY OF TARRANT
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BEFORE ME, the undersigned authority, on this day personally appeared �+��� �vn� u�)��y���
known to me be the person whose name is subscribed to t�} e f rego' g insirument, and aclrnowledged to m� that he
executed the same as the act and deed of� % 1��r,,tyi � sr.�'I �'z J �.,,DB � for the purpose and considerarion
therein expressed and in the capacity therein stated. e,, r (' ort�r�uy` �
GIVEN UNDER MY HAND AND SEAL OF OFFICE this oZ I�
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Notary Public in �nd for
the State of Texa s
day of
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o��=.�1CAidt}L.l. SCF�U�T�
i�;.� �*s NOTARY Pi1B�lC
,�4��`i>��; State Of TeXaS
��QF �,�,.f'' Comm. Exp. 04142000
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THE STATE OF TEXAS
COUNTY OF TARRANT
BOND NO.: 5994588
PERFORMANCE BOND
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KNOW ALL MEN BY THESE PRESENTS: That we (1) WILLIAM J. SCHULTZ, INC..
DBA CIRCLE "C" CONSTRUCTION COMPANY. a(2) Corporation of Texas, hereinafter called
Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA., a corporation organized and
e�sting 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
e�sting under the laws of the State of Texas, hereinafter called Owner, in the penal sum of
**Four Hundred Two Thousand, Seven Hundred Sixty-Seven and No/100**
($402,767.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County,
Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs,
executors, administrators and successors, jointly and severally, firmly by 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 ��o� a��'� a , A.D.
1999, a copy of which is hereto attached and made part hereof, for the construction o£
Main 219 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 3,
Contract 1) Part 7, Units 1 and 2
designated as Project No.(s) PS46-070460410090; Unit 1 D.O.E. No. 2551: Unit 2 D.O.E. No. 2555
p a copy of which contract is hereby attached, referred to and made 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
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accordance with the plans, specifications, and contract documents during the original term thereof, and
any e�ensions 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 cost and damages which it may suffer by reason of failure to do so, and
shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good
any default, then this obligation shall be void; otherwise to remain in full force and effect.
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PROVIDED FURTHER, that if any legal action be 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
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agrees that no change, extension of time, alteration or addition to the terms of the contract or to the
work to be performed thereunder or the specifications accompanying the same shall in any wise affect
its obligation on this bond, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the contract or to the work or to the specifications.
IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which
shall be deemed an original, this the day�of ' �" , A.D., 1999.
ATTEST:
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(Princi�al) Secretary �
(S E A L)
ATTEST:
Witness as to Principal
SAFECO IN� UR�CE COMPANY OF AMERICA
(Address) Surety �,
;
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BY: % " _
(Attorn�y-in-Fact) ( )
Sheryl A. Klutts
WILLIAM J. SCHULTZ, INC., DBA
CIItCLE "C" CONSTRUCTION COMPANY
P CIl' (4)
BY: /i ,!s��f�����
Willia . S�tz, President
P. O. Box 40328, Fort Worth, TX 76140
(Address)
Safeco Plaza, 5eattle, WA 98185
(Address)
(S E A L)
(Surety) Secretary
NOTE: Date of Bond must not prior to date of
Contract
��(, '��� � ��G��
v V Witness as to Surety
Cynthia N. Klutts
234 Emma Street, Fort Worth, TX 76111
(Address)
(DC-5/21/70)
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an Individual,
as case may be
(3) Correct Name of Surety
(4) If Contractor is Partnership all Partners should
execute Bond
(5) A true copy of Power of Attorney shall be
attached to Bond by Attorney-in-Fact.
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POWER
OF ATTORNEY
� CORPORATE ��
SEAL ��
, x
No. 7498
�KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby
appoint
s**:s:sr:ss*s**ssssra**.s*s■s*JOHN A MILLER; SHERYL A. KLUTTS; JOHN A MILLER, II; KR HARVEY; Fort Worth, Tesass*s***►**ass*:��s*:**s****:�x�ss****e:x*
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its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character
lissued in the course of its business, and to bind the respective company thereby.
JIN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
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this 21st
� / s'� • ,
day of April
, 1999
� ��, � �
R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT
� CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
'Article V, Section 13. - FIDELITY AND SUREN BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that
purpose by the officer in charge of surety operations, shali each have authority to appoint individuals as attomeys-in-fact or under other appropriate titles with authority to
execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any
instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
Dundertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not
be necessary to the validity of any such instrument or undertaking:'
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
D"On any cettificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V, Section 13 of the By-Laws, and
(ii) A copy of the power-0f-attorney appointment, executed pursuant thereto, and
(iii) Certifying that said power-of-attorney appointment is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
DI, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMER�CA, do hereby certify that the
foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and
correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect.
�IN WITNESS WHEREOF, I have hereunto set my hand and affoced the facsimile seal of said corporation
this day of
O�N�, C01/pq
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DS-0974/SAEF 7/98
SAFECO WSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFECO PLAZA
SEATTLE, WASHINGTON 98185
� / s'� , ,
R.A. PIERSON, SECRETARY
�
� Registered trademark of SAFECO Corporation.
4/21/99 PDF
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BOND NO.: 5994588
PAYMENT BOND
THE STATE OF TEXAS �
COUNTY OF TARRANT �
KNOW ALL MEN BY THESE PRESENTS: That we (1) WII.LIAM J. SCHULTZ, INC.,
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DBA CIRCLE "C" CONSTRUCTION COMPANY a(2) Coruoration of Texas, hereinafter called
Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA. a corporation organized and
e�sting under the laws of the State and fully authorized to transact business in the State of Texas, as
Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and
existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and
corporations who may furnish materials, for or perform labor upon the building or improvements
hereinafter referred to in the penal sum of:
**Four Hundred Two Thousand, Seven Hundred Sixty-Seven and No/100**
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($402,767.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County,
Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs,
executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal ente�ed into a
��� � 7 �:_;:. Z
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 part hereof, for , a copy of which is hereto attached
and made part hereof, for the construction of:
Main 219 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 3,
Contract 1) Part 7, Units 1 and 2
designated as Project No.(s) PS46-070460410090; Unit 1 D.O.E. No. 2551: Unit 2 D.O.E. No. 2555,
a copy of which contract is hereto attached, referred to and made part hereof as fully and to the same
e�ent as if copied at length herein, such project and construction being hereinafter referred to as the
"work".
NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly
make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying
labor and materials in the prosecution of the work provided for in said Contract, then this obligation
shall be null and void, otherwise it shall remain in full force and effect.
THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants
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supplying labor and material in the prosecution of the work provided for in said Contract, as claimants
are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond
as provided in Article 5160 of the Revised Civil Statutes.
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PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in
Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the contract or to the work to be
performed thereunder or the specifications accompanying the same shall in any wise affect its obligation
on this bond, and it does hereby waive notice of any such change, e�ension of time, alteration or
addition to the terms of the contract or to the work or to the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall
abridge the right of any beneficiary hereunder whose claim may be unsatisfied.
IN WITNESS WI-�REOF, this instrument is executed in 10 counterparts each one of which
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shall be deemed an original, this the
ATTEST:
_ -�'P/%� ����%r'I
(Princi�al) Secreta�y
/
(S E A L)
ATTEST:
Witness as to Principal
WILLIAM J. SCHULTZ, INC., DBA
CIRCLE "C" CONSTRUCTION COMPANY
P CII'A�., (4)
BY: � _/�� - �
William . Schul�President
P. O. Box 40328, Fort Worth, TX 76140
(Address)
SAFECO INSU1�tiNCE COMPANY OF ANIERICA
(Address) /+ / Surety
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BY: ', % �//�-�/'� . . -��
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(Attorn�� m-Fact) (5)
Sheryl A. Klutts
Safeco Plaza, Seattle, WA 98185
(Address)
�
(SEAL)
(Surety) Secretary
�"� l��L�- A 0 - �L��,�'l,�-
t� Witness as to Surety
Cynthia N. Klutts
234 Emma St., Fort Worth, TX 76111
� (Address)
� (DGS/21/70)
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day of ��� � � '� �'J A.D., 1999.
NOTE: Date of Bond must not prior to date of
Contract
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an Individual,
as case may be
(3) Correct Name of Surety
(4) If Contractor is Partnership all Partners should
execute Bond
(5) A true copy of Power of Attorney shall be
attached to Bond by Attorney-in-Fact.
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POWER
OF ATTORNEY
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFECO PLAZA
SEATTLE, WASHINGTON 98185
No. 7498
�KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby
appoint
***************�*'*****�"***�**JOHN A MILLER; SHERYL A KLUTTS; JOHN A MII.LER, II; K.R. HARVEY; Fort Worth, Texas****************�*�*********#*********
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its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character
� issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
�
this 21st
day of April
, 1999
] .��.�' . �. � .���!�
R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT
� CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
1'Article V, Section 13. - FIDELITY AND SUREN BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that
„J purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fact or under other appropriate titles with authority to
execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any
instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
�undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not�
be necessary to the validity of any such instrument or undertaking."
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
]"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V, Section 13 of the By-Laws, and
(ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and
(iii) Certifying that said power-of-attorney appointment is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
JI R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the
foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and
correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect.
� IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
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� � SEAL �
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' S-0974/SAEF 7/98
this
� CORPORATE '
SEAL
x �
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day of
% � � � �
R.A. PIERSON, SECRETARY
� Registe�ed trademark of SAFECO Corporation.
4/21/99 PDF
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THE STATE OF TEXAS
COUNTY OF TARRANT
BOND NO.: 5994588
MAINTENANCE BOND
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KNOW ALL MEN BY THESE PRESENTS: That (1) WILLIAM J. SCHULTZ, INC., DBA
CIRCLE "C" CONSTRUCTION COMPANY, as Principal, acting herein by and through (2)
William J. Schultz,� its duly authorized President and (3) SAFECO INSURANCE COMPANY OF
AMERICA, a corporation organized under the laws of the State of Washington, as surety, do hereby
acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal
Corporation, chartered by virtue of Constitution and laws of the State, **Four Hundred Two
Thousand, Seven Hundred Sigty-Seven and No/100** Dollars ($402,767.00), lawfully money of the
United States, for the payment of which sum well and truly be made unto said City of Fort Worth, and
its successors, said Contractor and surety do hereby bind themselves, their heirs, executors,
administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however; that,
WI�REAS, the Principal has entered into a certain contract with the City of Fort Worth,
dated �'�� ��- �� �� for the performance of the following described public work and
the construction of the following described public improvements:
Main 219 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 3,
Contract 1) Part 7, Units 1 and 2
all of the same being referred to herein and in said contract as the Work and being designated as Project
No.(s) PS46-070460410090; Unit 1 D.O.E. No. 2551; Unit 2 D.O.E. No. 2555; and said contract,
including all of the specifications, conditions and written instruments referred to therein as contract
documents being hereby incorporated herein by reference for all purposes and made a part hereof, the
same as if set out verbatim herein; and
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 of one (1� vear 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 (1) vear; and
WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at
� any time within said period, if in the opinion of the Director of the Water Department of the City of Fort
' Worth, it be necessary; and,
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WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or
reconstruct said work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain,
repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these
presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in
full force and effect, and said City shall have and recover from the said Contractor and its surety
damages in the premises as prescribed by said Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is exhausted.
WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue
shall lie in Tarrant County, Texas; and,
IN WITNESS WHEREOF this i,�ment is executed in 10 counterparts, each one of which
shall be deemed an original, dated �`' �' �"-'-�� .
ATTEST:
c� L�`��.
(Prir�ipal) Secre;�ary
/
(SEAL)
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ATTEST:
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(SEAL)
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Witness as to Principal
(Address)
(Surety) Secretary
.
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v Witness as to Surety
Cynthia N. Klutts
234 Emma St., Fort Worth, TX 76111
(Address)
WILLIAM J. SCHULTZ, INC., DBA
CIRCLE "C" CONSTRUCTION COMPANY
; PRIN AL (4)
,
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BY: ,�� �'''��l��
illi�m J. Schultz
P. O. Box 40328, Fort Worth, TX 76140
(Address)
SAFECO INSi�RANCE COMPANY OF AMERICA
/ Surety
/
BY� r_�G L� � ���G�
(Atto � ey-in-Fact) (5)
Sheryl A. Klutts
Safeco Plaza, Seattle, WA 98185
(Address)
NOTE: Date of Bond must not prior to date of
Contract
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an Individual,
as case may be
(3) Correct Name of Surety
(4) If Contractor is Partnership all Partners should
execute Bond
(5) A true copy of Power of Attorney shall be
attached to Bond by Attorney-in-Fact.
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� POWER SAFECO INSURANCE COMPANY OF AMERICA
S A F E C Ow GENERAL INSURANCE COMPANY OF AMERICA
► OF ATTORNEY HOME OFFICE: SAFECO PLAZA
� SEATTLE, WASHINGTON 98185
No. 7498
�KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby
appoint
*****a*:*ss***a**s►*s:s*rs�sss70HN A MILLER; SHERYL A KLUTTS; JOHN A. MILLER, II; K.R. HARVEY; Fort Worth, Teans*ss:s:***:*********s***ss*sxs►s*ss�ss�
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its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character
issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
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this 21st
day of April
, 1999
] .- .�Gt'.�' � ����r,�
R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT
� CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
'Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that
purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to
execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any
instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
Jundertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not
be necessary to the validity of any such instrument or undertaking."
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
�"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V, Section 13 of the By-Laws, and
(ii) A copy of the power-0f-attorney appointment, executed pursuant thereto, and
(iii) Certifying that said power-of-attorney appointment is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
`''� I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the
Jforegoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and
correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect.
� IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
this day of
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� �, COA�o,��
��o�v°R+r�y�
� � 5EAL
.r�r 1953 0�►
� �of ��s��
�S-0974/SAEF 7/98
W
CORPORATE `
SEAL
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R.A. PIERSON, SECRETARY
0 Registered trademark of SAFECO Corporation.
4/21/99 PDF
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call the company's toll-free telephone number
for information or to make a complaint at:
AVISO IMPORTANTE
Para obtener informacion o para someter una queja:
Usted puede llamar al numbero de telefono gratis de la
companla para informacion o para someter una queja al
� 1-500-472-4455 1-800-472-4455
1
�7
You may write the Texas Department of Insurance
P. O. Box 149104
Austin, TX 78714-9104
FAX �# (512) 475-1771
Puede comunicarse con el Departamento de Seguros de
P. O. Box 149104
Austin, TX 787149104
FAX # (512) 475-1771
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PREMIUM OR CLAIM DISPUTES: Should you have
a dispute concerning your premium or about a claim you
should contact the agent or the company first. If the
dispute is not resolved, you may contact the Texas
Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This
notice is for information only and does not become a part
or condition of the attached document.
Prescribed by the State Board of Insurance
Effective May 1, 1992
DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene
una disputa concerniente a su prima o a un reclamo,
debe comunicarse con el agente or la compania prlmero.
Si no se resuelve la disputa, puede entonces
comunicarse con el Departamento de Seguros de Texas.
UNA ESTE AVISO A SU POLIZA: Este aviso es solo
para proposito de informacion y no se convierte en parte
o condicion del documento adjunto.
Ordenado por el consejo Estatal de Directures de
Seguros, Effectivo el 1 de Mayo 1991.
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PART G - CONTRACT
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THE STATE OF TEXAS �
COUNTY OF TARRANT �
THIS CONTRACT, made and entered into �`� `�' ���'� by and between the City
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of Fort Worth, a home-rule municipat corporation located in Tarrant County, Texas, acting through its
City Manager thereto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER",
and WII.LIAM J. SCHULTZ, INC.. DBA CIRCLE "C" CONSTRUCTION COMPANY of the
City of Fort Worth, County of Tlrrant and State of Texas, Party of the Second Part, hereinafter
termed "CONTRACTOR".
WITNESSETH: That for and in consideration of payments and agreements hereinafter
mentioned to be made and performed by the Party of the First Part (Owner), said Party of the Second
Part (Contractor) hereby agrees with the said Party of the First Part (Owner) to commence and
complete certain improvements described as follows:
M�in 219 Drlin�ge Area Sanit�try Sewer System Rehabilitltion �nd Improvements (Group 3,
Co►�tract 1) Part 7, Units 1 and 2
Sewer Project No. PS4G-0704G0410090; Unit 1 D.O.E. #2551; Unit 2 D.O.E. #2555
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,
superintendence, labor, bonds, insurance, and other accessories and services necessary to compete the
said construction, in accordance with all the requirements of the Contract Documents, which include all
maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the
specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been
identified by the endorsement of the Contractor of the Contract Documents hereto attached, including
the Fort Worth Water Department General Contract Documents and General Specifications, all of
which are made a part hereof and collectively evidence and constit�ite 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 giv�n 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 therefore, 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 of these presents have executed this Contract in 10
counterparts in the year and day first above written.
� CIT'Y OF FORT WORTH, TEXAS (Owner) ATTEST:
Party of the First Part
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Asst. City Mana�er CW
Contract Aut�orfzation
l�2'�,/- ��
( S E A L) Date `
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Approved:
� -��.t,!� �.�� �� �.���� �
A. Douglas Rademaker, P.E., Director
� Department of Engineering
CW
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APPROVED AS TO FORM AND LEGALITY:
����`�- ' ��_-`'�
Gary Stein�' ger, Asst. City Attorney
CONTRACTOR:
WILLIAM J. SCHULTZ, INC., DBA
CLRCLE "C"�CONST�JCTION COMPANY
By: �/���' �
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illi J. Schultz
Title: President
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APPENDIX A
� State Revotving Fund (SRF) Requirements
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PRIVITY OF COIYTR.ACT.
This concracc is expected to be funded in part with funds from the Texas Wacer '
Development Board. Neither the Stace of Texas noc any of its departmenu, agencies or
employees is, or wilI be, a party to this coatract or any lower tier contract: �This
concract is subject to regulations contained in 31 TAC Chapcer 363 in effect on the date
this contract is executed. '
DEFIMTiON.
The term "TWDB" means the Executive Administrator of the Texas Wat�r
Devclopment Board, or other person who may be at the time acting in the capacity or
authorized to perform the fiuncrions of such Administratar, or the autharized
representative thereof.
FINAL PAYMENT
The retaina;e a�d iu interest earnin�s, if any, shaIl not be paid to the
Contractor until the TWDB has autharized a rcduction in, or reIease of:
0:���.: retainage oa the contract work. .
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REVIEW BY OWNER AND TWDB.
(a) Thc Owner, autharized representatives and agents of tile Owner, and'the TWDB
shall, ac all times have access to and be permitted to observ� and review ail work,
materials. equipment, payro�Is, personncl records, employment conditions, material
invoices, and other rei�vanc data a.nd records percainin� to this Contract, provided,
however that all instrucrions and approval with respect to the work will be given to
the Contractor only by the Owner through authorized representatives or ageats.
(b) Any such inspection or review by the TWDB shall not subject the state of Texas to
any action for dama��s.
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FLOOD HAZARD INSURANCE.
This provisions appiies to any contract which will construct scructures that are insurable
under the National Flood Insurance Program of che Federal Emergency Mana�ement
AQency. The Contractor shail appIy for flood insurance on all insurable structures that
wilI be built under this contract. A copy of the completed application musc be provided
to the owner before commencing construction of the project. The Concractor shail
obcain the flood hazard insuranc� as soon as possible and submi[ a copy of the poIicy to
the Owner.
ARCHEOLOGICAL DISCOVERIES.
No activiry which may affe�t a State Archeological Landmark is authorized until the
Owner has complied with the provisions of the Antiquities Code of Tc�cas. The Owner
has previously coordinated with the appropriate aecncies and impacts to known cultural
or archeologicai deposiu havt been avoided or miti�ated. However, the Contractor
may encounter unanticipated cultural or archeological deposits during construction.
If archeological sites or historic structures are discovered afrer consuuction operations
are begua, the Contractor shall immediateiy cease operations in that particular area and
aotify the Owner, the TWDB, and the Texas Historical Commission, (SI2-463-b096}.
The Contractor shall take reasonabte steps to protect and preserve the discoveries until
thcy have been inspected by the Owner's representative and the TWDB. The Owner
will prompdy coordinate wich the Texas Historical Commission and any ocher
appropriate agencies to obtain any necessary approvaIs or permits to enable the work to
continue. The Contractor shall not resume work in the area of the_discovery until
authorized to do so by the Owner.
ENDANGERED SPECIES.
No activiry is authorized that is likeiy to jeopardize the con�inued existence of a
threatened or endan�ered species as listed or propos�d for listing under the Federal
Endangered Species Act (ESA), andior the State of Texas Parks and Wildlife Code on
Endangered Species, or to dest�oy or adversely modify the habitat of such species.
If a chreatened or endangered species is encouncered during construction, the Con�ractor
shall immediateIy cease work in che area of the encounter and nocify the Owner, who
will immediately implemcnc actions in accordance with the ESA and appiicable State
statuses. These actions shall include reporting the encouncer. co the TWDB, the U. S.
Fish and Wildlife Service, and the Tcxas Parks and Wildlife�Departmenc, obcaining any
necessary apQrovals oc permits to enabie the work to continue, or impiement ocher
miti�a[ivc accions. The Concractoc shall not resume construction in che are� of the
encouncer until auchoriZed to do so by the Owner.
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LAWS TO BE OBSERVED.
� In the execution of the Contract, the Contr�ctor musc compIy wich all appIicable Local,
Stace and Federal laws, including but not limited to laws concerned with labor, safety,
� minimum wages, and the environment. The Contractor shall make himself familiar
with and at all times shall observe and comply with all FedcraI, State, and Local laws,
ordinances and regulations which in any manner affect the conduct of the work, and
d shaIl indemnify and save harmless the Owner, the TWDB, and their represtntatives
against any cIaim arisin� from violation of any such law, ordinance or regulation by
himself or by his subcontractor or his employees.
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� HAZARDOUS MATERIALS.
DMateriais utiIized in the praject shall be free af any hazardous materials, except as may
be specifically provided for in the specifications. _
DIf the Concractor encounters existing material on sites owned or eonuollcd by thc
Owner or in material sourccs that are suspected by visual observation or smell to
contain hazardous materials, tha Contractor sha2i immcdiately notify the Engineer and
�, the Owner. Thc Owner will be responsible for the testing for and removal or
� disposiuon of hazazdous materials on sites owned or controlled by the Owner. The
Owner may suspcnd th� work, whouy or in part during the testing, removai or
Ddisposition of hazardous materials on sites owned or controlled by the Owner.
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EQUAL EMPLOYMENT OPPORTUNITY.
During the performance of this contract, the Concractor agrecs as foIiows:
(I) The Contractoc will not discriminate against any empIoyee or applicant for
employment because of race, color, reIigion, sex, age, handicap, or naaonal origin.
The Contractor wiIl take affircnarive action to ensure that applicants are empIoyed,
and that empIoyces arc treatcd during cmpIoyrncnt without regard to their nce,
color, rcligion, sex, age, handicap, or national origin. Such action shaIl include,
but not be Iimitcd to the foIlowing: Employment, apgrading, demotion, or
transfer, rccruitment or recruitment advertising; tayoff or termination; rates of gay
or othcr forms of compcnsation; and selecdon for trainin„ including
apprenticesIup. T'fie Contractor agrees to posi in conspicuous pIaccs, available ta
cmpIoyecs and appIicants for cmploymcnt, noticcs to be provided sctting forth the
provisions of this nondiscrimination clause.
(2} The Contractor will, in all soIicitations or advertiscmcnts for employces placed by
or on behalf of the Con�actor, state that all qualified applicants wi3l rcceive
considerations for employment without regard to race, color, religion, sex, age,
handicap, or narional origin.
(3} The Contractor will send to each labar union or rcpresentative of workcrs with
wttich he has a collective bargaining aareement or other contract or understanding,
a noticc to be providui advising the said labor union or workers' represcntatives of
the Contractor's conunitrixnts under this section, and shall past copies of the
notice in conspicuons places available to employees and applicants for
employment
(4) The Contractor will comply with all provisians of Exccutivc Ordcr I 1246 of
Septembcr 24, 1965, the Agc Discrimination in Employmcnt Act of 1967,29
U.S.C.A. 621 (1985), Exccutive Order I2250 of November 2, 1980, the
Rehabilitation Act of 1973, 29 U.S.C.A. 701 ct scq. (1985), and of thc ruIes,
reguIations, and relevant ordcrs of the Secretary of Labor.
(S) The Convactor will furnish all information and reports required by Executive
Order I I246 of September 24, 1965, and by ruIes, rcguIacions, and orders of the
Secretary of Labor, or pursuant chereto, and will pezmit access to his books,
records, and accounts by the administering agency and the Sccretary of Labor for
purposcs of investi;ation to asccrtain compliance with such ruIes, regulations, and
. ordcrs.
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(6) In the cvcnt of thc Contractor's noncompGancc with thc nondiscrimination clauses
of this coneract or wich any of che said rules, rcgulations, or orders, this contraet
may be canceled, terminatcd, or suspended in whoie or in part and the Conuactor
may be declared ineligible for further Govcrnment eantracts or federalIy assisted
construction contracts in accordance with procedures authorized in Executive
Ordcr 1 I246 of Scptcmbcr 24, I965, and such othcr sanctions may be imposed
and remedies invdked as providcd in Executivc Order 11246 of Scptember 24,
1965, or by rulc, rcguIation, or ordcr of thc Sccrctary of Labor, or as ochcrwisc
grovidcd by law.
(7) The Contractor wilI inciude tfie portion of the sentcnce irruncdiately precr.�ing
paragraph 2. and the provisions of paragraphs i. throuah 7. in every subeontract
or purchase order unless exempted by rulcs, regulations, ar orders of the Sccrctary
of Labor issucd pursuant to section 204 of Executive Order 11246 of Septcmber
24, I965, so that such provisions wilI bc binding upon cach subcontractor or
vendor. The Contractor wiIl take such action with respcct to ahysubcontract or
purchase order as the administering agcncy may dircct as a means of cnforcing
such provisions, including sanctions for noncompliancc: PROVIDED,
HOWEVER, That in the cvent a Contractor becomcs involved in. or is threatened
with, litigation with a subcontractor or vendor as a result of such direction by the
administering agency the Contractor may request the United States to enter into
such litigation to protect the interest of the United States.
(8) The Contractor will compiy with Executive Qrder 11246 based on its
implementation of the Equal Opportunity Clause, spccific af6rmative acrion
obligations reqvired by the Standard Fcderal Equal Empioyment Oppartunity
Construction Contract Specificadons, as set forth in 41 CFR Part 64-4 and its
cfforts ta meet the goals establishcd for the geograpIucal area where the Contract
is to be perfornxd. The hours of minority and fcmaIe cmployment and training
mus't be substantially uniform throughout the lcngth of the Contract, and in cach
trade� and the Contractor shall makc a good faith effort to employ minorities and
wosnen cvcnIy on cach of its projects. Thc transfcr of minority or fcmale
employecs or trainces from Concractor to Contractor or from project to pr.oject for
the soie purposc of rnecting thc Contractor's goals shall be a vioIa�ion of the
Contract, che Exccudve Order, and thc regulations in 41 CFR Part 60-4. The
goaIs are expresscd as perccnta;cs of the �tocal hours of employmcnt and training
of minority and female utilization thc Contractor should reasonably be ablc to
acfueve in each consuuction vade in which it has employees in rhe covered area.
Goals'are published periodically in the Feder�l Reei�ter in notice form, and such
notices may be obtained from any office of federal coneract compliances programs
office or from federal procurement con�ractin; officcrs (S 12)
229-5835. Thc Contractor is expccted to m:�:e substancially uniform pragress
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toward ics goal in cach craft during the period specificd.
Whenever the Contractor, or any subcvntractor at any ticr, subcontracts a gortion
of the work involving any construction trade, it shaIl physically include in each
subcontract in exccss of Si0,4QQ the provisions o�'•these specifications and the
notice which contains the applicable goaIs set for minority and female pazticipauon
and which is set forth in the solicitations from which this contract resulted.
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O . S.R.F.
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1- The Contractor shall complete the two attached Texas Water
n Development Board forms at time of contract execution.
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2- The Contractor shall submit aIong with the by-monthly payroll
� certification the attached form SRF-74, Certification By Contractor for
� Labor Standard Eompliance
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ED-f03
fS�I2/97) J
CONiRACTOR' S ACT OF ASSURANCE
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STATE OF TEXAS
COUNTY OF '��vw' a�`r
BEFORE ME, l'q r�/ � s�'�'f� a Nocary Public duly commissioncd and quatificd
in and for the County of Q r r an"t in che State of Texas came and appcar�d
�:1i: a�, �S �i� �.,.Q �-Z , as representcd by � s.,�� . the
corporation's �� I��✓�' , who deciares helshe is authorizcd to
repraent ►,r�, � 1= a m� s�i�fiz �1C pursuant to pravisions of a resoiution
adoptcd by said corporation on the �(� day of � , I9 �/
(a duiy certified copy of such resoIution is attached to and is hereby made a gart of this
document).
G�; I ���, �-Sc.% w��z. �, as the representativ� of �� ��� c� rn � Sc ���'>
� - - �vn s ir �; �. . � ,
� � declares thatla=� 1�u,a, �,Sc,���"z�-n,r .l�BA C; r� C' assures the Texas Water Development
� Board that it will canstruct ,c,'wn.� �t,�7Piv ro'ect at ���'. ��"`� Texas
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in accordance wich sound construction practice, alI laws of the State of Texas, and the rules
of the Texas Watcr Development Board.
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GIYEN UNDER 11� HAND and seal of office this �l� day of � ,
199� A.D.
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My Commission expire
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�����; �� - , s �.i'�M'`�`:�;: f�OTARY PU��LIC
���;� . . -2000 _ ; � S �,°y; State of Texas
„. -.,•�=. e . . . �w+.wv ''��oF �'��'� Comm. Exp. 0414200�J
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(9/14/4d)
CONTRACTOR'S ACT OF ASSURANCE RESOLUTIOhr
. �: � < <� m s���Z
Name
I hereby ezrtify that it was RESOLVED by a quorum of the directors of che
Gt����:, a m Sc �j u ��z �"/1')C • ,
� mme o[ caporaoon
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meeting on the day of �6 , 19�, that I� � 1 ��� m� s� f� ,
be, and hereby is, authorized to act on ixhalf of ,�� 1 J� Q rn 4 S� �Z �9'l L-- �
� �a�e or corpocaaon
as iu representative, in ail business transa.ctions conducted in the Scate af Texas, and;
That all above resolutian was unanimously racified by the Board of Directors at said
mecting and that the resolution has nat bees� rescinded or amended aad is now in fulI forces
and effect; and;
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In authenticatioa of the adopdon of this resolution, I subscni�e my name and
affix the seal of tht corporation this ��
(seal)
day of J� . 199,�.
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, Secr tary /
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3fLf•74
(31�/�9)
� Certi�icaiion �y Contractor
of �
0 Labor Standards Compiiance
� In accordarice with �tle 29, S�btitle A, Pare 5, Sectiva 5.6(A)(I)� e�ch manthly engineering estirnate
must be accompanied by the following certificate ezecuted by each prime contract�r employing
n mecharucs and labvrers at the worit site in which tha federal governmcut is io pazticipate:
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DDas�
Estimate �iumber: for period to
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rlarne of Projcct Locatioa
u Contract N�unber Datc Contract Awardcd
� State Revalving Fund Loan I�Ium6er
�I hereby certify that aII of �he contract requiremerns as sper.if'ed under the Iabor standards have becn
� � � com Iied with b • � �
p y.
Das principal contractor and by each subcontractor
(N�ee+e oiCoatraesor)
empIoying me�hanics or Iaborers at the site of the work, or tiierc is a substantial dispute with respect to
Dthe rcquircd pmvisions.�
� Name of Contractar/Subcontractor
Signature and �de
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Nvtes:
� 1. This certification may be pIaced on the cstimate or on a sc}�arate sheet attachcd to the
�stimate.
� 2. The Texas Water Development Board shalI, prior to apQroving a voucher, satisfy itself thst
copies of these certific�tes are vn fii� with the owner.
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APPENDIX "B"
PERMITS/EASEMENTS
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Form 1023 (Rev. 09-93)
� �prqvious yersions Obsolete)
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APPROVAL
TO: City of Fort Worth - Department of Engineering
1000 Throckmorton Street
Fort Worth, Texas 76102-6311
c/o Mr. A. Douglas Rademaker, P.E.
Permit # 220-SS-306-99
Hwy. No. SH 183
Maintenance Section No. 10
County: Tarrant
Date: August 11, 1999
Reviewed & Issued By: G. Rodriguez
The Texas Department of Transportation (TxDOT) offers no objection to the (ocation on the right-of-way of your
proposed 8" SAr1ITARY SEWER LINE TO REPLACE EXISTING 6" AND 8" SEWER LINES as shown by
accompanying drawings and notice dated July 20, 1999, except as noted below.
ADDITIONAL REQUIREMENTS: MANHOLES AND COVERS SHALL BE FLUSH WTTH THE
EXISTING GROUND SURFACE.
It is expressly understood that the TatDOT does not Qurport, hereby, to grant any right, claim, title, or easement in
]"� or upon this highway: and it is further understood that the TxDOT may require the owner to relocate this line,
j,,� subject to provisions of governing laws, by giving thirty (30) days written notice.
� You are requested to notify this office prior to commencement of any routine of periodic maintenance which
requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and
methods to govern in trimming, topping, tree balance, type cuts, painting cuts and clean up. These specifications
D are intended to preserve our considerable investment in highway planting and beautification, by reducing damage
due to trimming.
D The installation shall not damage any part of the higliway and adequate provisions must be made to cause minimum
inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of
the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance.
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GENERAL SPECIAL PROVISIONS:
Special Requirements for instailation of Utilities on Highway Right-of-Way
Backf ll of Utility Trenches, Rev. Feb., 1971
Boring and Tunneling Requirements
Utility Construction Work on Saturdays and Sundays for Utility
Installations Authorized by Utility Permit.
Utility Policy Chart.
Details for Installing Underground Utilities in Vicinity of Trees.
REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting
from the proposed installation, the project area will be revegetated as indicated on the attachment.
The Utility Contractor shal( contact the proper City Authorities prior to construction.
PLEASE NOTIFY GLYNIS RODRIGUEZ AT (817) 370-6585, 48 HOURS PRIOR TO STARTING
CONSTRUCTION OF THE LINE IN ORDER THAT WE MAY HAVE A REPRESENTATNE PRESENT.
Tesas Department of Transportation-Fort Worth
Steven E. Simmons, P.E., Distri Engineer ,
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�pL', : Perry G. Burnett �
District Right of Way Utility Supervisor
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�, Notice of Proposed Installation
�- Utility Line on Non-Controlled Access Highway
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form 1023 (Rw.9-93) '
(Previous v�nion(s) ar� obsolet�.)
To the Texas Transportation Commission Date .3u�y 20, 1999
c/o District Engineer
Texas Department of Transportation
Fort Worth. Tarrant Co , Texas
Formal notice is hereby given that The Citv of Fort Worth Water Department
� Company proposes to placea- 8" Sanitary Sewer Lines to Replace Existin� 6" and 8" Sanitary Sewer lines
line within the right-of-way of U.S. Hwy 183 (Eahriham Drive) in Tarrant Ca�tY,
Texas as follows: (give location, length, general design, etc.)
� Remove existing 6" and 8" diameter sanitary sewer pipe and manholes and �epiace fines with 8" and 12"
sanitary sewer pipe and new manholes, at various locations within the US Highway 183 (Ephriham Drive)
n Right-of-Way. The proposed improvements and locations are detailed on the attached sheets as foltows:
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City of Fort Worth Project No. PS46-070460410280, M-219 Drainage Area, Plan Sheets 8, 9 and 10.
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The line will be constructed and maintained on the highway right-of-waq as showa on the attached drawing and in
accordance With the rules, regulations aad policies of the Teaas Department of Transportation (TaDO'I�, aad all
goverain.g laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and
the "Federal Historic Preservation Act." Upon request by TaDO'F, proof of compliance with all governing Iaws, rules, and
regulations will be submitted to TxDOT before commencement of construction.
Our firm will use Best Management Practices to minimize erosioa and sedimentation resulting from the proposed
installatioa, and we will revegetate the prnject area as indicated uader "Revegetation Special Provisions."
pur iu�m will insure that tr�c control measures complying with applicable portions of the Texas Manual of Uniform
Traf�'cc Control D'evices will be installed anc3 maintained for the duration of this installation.
� The location aad description of the proposed line and appurtenances is more fully shown bq
sets of drawings attached to this notice.
QConstruction of this line will begin on or after the day of
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comple#e
By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to tbs
conditions/provisions included in this permit.
Firm C'i�of ort Wnrth WatPr TlPnart�n*
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By (Print) Mr. Dougtas Rademaker, P.E.
Signature ��� �d���
Title Director, Department of En*ineerin�
Address 1000 Throckmorton
E'ort Worth, Texas 76102-631 l
Phone No. (817) 871 - 8240
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TEXAS DEPARTMENT OF TRANSPORTATIOK
DISTRICT N0. 2
�� SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY RZGHT-OF-WAY
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(1) Coordination of Work with Hi�hway Contractor or State Forces
If any portion of related highway is under construction, no Utility Owner's Forces
or Contractors shall enter within the highway right-of-way without first consulting
� the Highway Contractor and making necessary arrangements to coordinate installation
of its facilities with Highway Construction.
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All work relative to installation of Utility Qwner's facilities shall be conducted
in such manner as not to interfere in any way with operations of the Highway
� Contractor.
The above requirements with respect to coordination of work with Highway Contractors
shall likewise apply to work being done by State Forces.
+�b (2) Chan�es in Location of Pro�osed Utilities
�� No changes shall be made in approved location of ntilities within limits of highWay
right-of-way without prior authorization of Texas Depart�ent of Transportation.
(3) Adjustment of Utility Poles and Appurtenances
�� No deviations shall be made from the location of underground lines approved or
designated by the Texas Department of Transportation either during planning or
j" construction to avoid utility poles. Where such poles are adjacent to any proposed
under�round line, Utility Owner shall make necessary arrangements with other Utility
Gwners for moving poles and appurtenances and/or supporting same during trenching
�» operations.
Any poles, anchors, etc. relocated to clear the proposed underground line shall be
moved toward the highway right-of-way line and location shall be subj ect to the
Texas Department of Transportation approval.
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(4) Submission of Proiect Drawin�s to State
�` Prints of detailed drawings showing exact plan location and profile of underground
line shall be submitted to Texas Department of Transportation well in advance of
�} construction of line, for verification that location of line is in accordance with
requirements specified herein.
(5) StakinQ of Utility Lines in Advance of Construction
�. Utility lines shall be staked well in advance of construction of line so that
Texas Department of Transportation can inspect staking to verify that alignmer:t
�, conforms to requirements set out herein and that there is no conflict with high�ay
facilities.
Utility Owner shall give Texas Department of Transportation not less than 48 ^ou=s
notice ahead of time when staking of line will be completed.
ROW Utility Section
January 28, 1992
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(6) Notification of Abandonment of Location Authorized by Permit and Assi�nment
of Authorized Location to Other Utility Qwners
It is expected that where the installation of utility line has been authorized, such
installation will be made within a reasonable period after approval of permit,
otherwise, the Texas Department of Transportation reserves the right to assign the
location originally approved for the line to another utility.
If construction of Utility line has not been started within 4 months after date of
approval, the Utility Owners shall immediately notify the Texas Department of
Transportation whether it is still intended to install the line and the date
construction will commence. If the owner intends to abandon aIl or any part of the
authorized location, the Texas Department of Transportation shall be informed
accordinjly so that such abandoned location may be assigned to other utilities if
deemed necessary by the Texas Department of Transportation.
(7) Inspection by Texas Depart�ent of Transportation Reoresentatives
Utility Owners shall inform their forces or contractors that all utility
installations authorized by Utility Agreement or Permit shall be subject to such
inspection and tests as may be deemed necessary by the Texas Department of
Transportation to verify that work is being done in accordance with the Texas
Department of Transportation requirements. AlI supervisory personnel shall be
instructed to furnish such information and cooperation as may be required to perform
such inspection.
(8) Copy of Permit on Job Site
A copy of the approved permit shall be kept on the site of the work at all times wher
work is in progress.
(9) Full-Time Supervision and Inspection
The Utility Owner shall provide competent full-time on-the-site supervisors or
inspectors for all utility installations either authorized by permit or covered by
utility agreement with the Texas Depart�ent of Transportation.
(10) Incorrect Location of Utilities
Any pipe incorrectly located during construction to conflict with any highway
structure shall be removed and laid in proper location at entire expense of Utility
Qwner.
(11) Protection of HiQhway Facilities Durin� Installation of Line
All construction operations relative to installation of the pipeline shall be
conducte� in such manner as to protect highway facilities from damage at all t:mes.
(12) Disposal of Excess Excavation and Clean Up
Escess material from trench excavation shall be removed from highway right-of-�ay a�=
job site cleaned up and leYt in satisfactory condition.
ROW Utility Section
January 28, 1992
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(13) Repair and Replacement of Riprap and Earth Slopes
�, Any existing riprap cut by trenching operations shall be replaced and surface of new
riprap finished to match that of existing riprap. Concrete riprap shall contain not
less than 3 sacks of cement per cubic yard of concrete. Reinforcing steel shall
conform to that of existing riprap.
� Slopes of highway cuts and embankments damaged by any operations relating to
installation of utility shall be repaired and restored to the exact contour existing
. prior to initiation of the utility project. All earth placed in the restoration of
slopes, etc., shall be compacted to a density equal to or greater than that of the
original slope as directed by the Texas Department of Transportation representative.
(14) Replacement of Base and Pavements
Where removal of
shall be replaced
� representative.
ase and pavement has been authorized, all such base and pavement
as directed by the Texas Department of Transportation
�, All existing pavement and related flexible or concrete base, which is ta remain in
service either permanently or temporarily, or to be incorporated as a part of Lhe
highway project, shall be replaced.
(15) Repair and Restoration of Soddin�
Where sodding is disturbed by excavation or
be replaced by mulch sodding on all slopes
be replaced by block sodding.
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{16; Installation of Lines Beneath Pavements
backfilling operations, such areas shal�
of 2% or less. All slopes over 2� shall
No open cuts for pipe trenches shall be made across any pavement beneath main higzway
traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other
similar facilities unless specifically authorized by the Texas Depart�ent of
Transportation. Pipe shall be installed by boring and tunneling and all such
tunneling and boring shall be cased and pressure grouted to seal voids between casir.�
and adjacent earth.
Open cuts will be permitted across pavements of existing street connections, where
pipe trench is adjacent to and parallel with highway right-of-way line and where
pavement has not been recently constructed. No open cuts will be permitted across
such connections where new pavement has just been constructed without written
permission of the Texas Department of Transportation.
(17) Casing of Lines
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Utility lines carrying liquids or gases under pressure may be installed uncased _n
accordance with the Texas Department of Transportation Utility Accommodation Pol'_c�:�
Water lines crossing beneath culverts shall be cased and casing shall project S'
beyond outside limits of culvert. Voids around casing, placed by tunneling or
boring, stiall be pressure grouted.
ROW Utility Section
January 28, 1992
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(18) Use of Explosives
No explosives shall be used within limits of highway right-of-way without written
permission of the Texas Department of Transportation.
Requests for permission to use explosives shall include the following information:
(a) Location of highway where use of explosives is proposed.
(b) Type and amount of explosives to be used.
If the use of any explosives is permitted, all blasting operations must be conducted
in such manner as to completely protect adjacent property and the traveling public
and not interfere with highway traffic. No blasting will be permitted in the
vicinity of any structures or beneath any pavements which are to remain in use.
(19) Protection of Hi�hway Traffic, Barricades, Warnin� SiQns, Etc.
No construction operations relative to installation of utilities wi11 be permitted
within the limits of existing pavements carrying traffic, or shoulders adjacenL
thereto, unless specifically authorized by the Texas Department of Transportation.
Excavated materials sha11 be kept off pavements at all times.
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Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided bS �
the Utility Qwner or his Contractor when necessary. ,1
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(20) Protection of ExistinQ Utilities
(a) Prior to selecting a location for a proposed installation or accepting a �
location suggested by the State for such installation, the Utility Company
shall take all necessary steps to determine that the location is not �
already occupied by another Utility and to determine that no damage will be
done to existing Utilities. y
(b) Prior to beginning actual construction operations the Utility Company sha11
notify alI other Utility Companies who may have facilities in the area so
they can determine if the proposed construction will conflict with or
otherwise damage their facilities.
(21) Use of Plastic Pipe and Nonmetallic Pipe
(a) Plastic pipe may be used for gas lines provided the internal pressure does
not exceed sixty pounds per square inch, they are encased from right-of-wa_:
line to right-of-way line on crossings and have at least thirty inches of
cover. The maximum size of plastic pipe gas lines shall not e:cceed six
inches.
(b) Where nonmetallic pipe is installed longitudinally, a metal wire shall be
concurrently installed or other means shall be provided for detection
purgoses.
ROW Utility Section
January 28, 1992
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� (c) Plastic pipe may be used for water lines provided the minimum depth is 30
inches. Encasement shall be as provided in Rule 21.45 of the Utility
Accommodation Policy.
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(22) Above Ground Appurtenances to Under�round Utilities
Above ground installation, such as pedestals, fire hydrants, meters, etc., installed
as a part of an underground utility shall be located at or near the right-of-way
line, well outside the highway maintenance operation area.
(23) Markers
The utility company shall place a readily identifiable and suitable marker at each
right-of-way line for highway crossings except where marked by a vent.
ROW Utility Section
� January 28, 1992
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BORING AND TUNNELING
(A) GEIV�RAL REQUIRII�NTS
Pipelines crossing under sur�aced roads and roads carrying traffic within limits
of highway right-of-way shall be placed �y bo�ing or tunneling, unless otherwise
specifically authorized by the Texas Depart�ent of Transportation.
Borings or tunnels shall be placed at such depths below bottom of pavements as
to provide sufficient depth of soil above hole for supporting superimposed live
and dead loads and also prevent collapse of supporting soil between hole and
pavements due to any boring, tunneling, or casing jacking operations.
Boring and/or tunneling shall extend past roadway crown Iines and outside of any
shoulders adjacent to pavements.
Pits excavated for boring or tunneling operations shall be located so that any
possible sloughing of sides of pit wi1Z not endanger shoulciers or pavements and
so that barricades can be placed as specified herein.
All operations and equipment relative to`tunneling and boring shall be confined
to areas outside of roadway shoulders and away from edges of pavements by
suitable barricades. $arricades shall be maintained clear of shoulders at a1Z
times except that in no case shall the clear distance between barricades and
edge-of pavement a� face of curb be less than 8 feet.
� (B) BORING
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Where material beneath pavement is sandy or unstable and wi11 be subject to
caving, hole for casing shall be bored and cased simultaneously and bored
material'removed through casing. Cutting face of auger or drill shall not
project more than 6 inches aheaci of casing and no water shall be used in
connection with drilling. �
Wheze material beneath pavement is stable and not subj�ct to caving, hole for
casing may be bored first and casing inserted in hole immediately after
completion of boring if permitted by the Texas Department of Transportation.
Water shall not be used in conjunction with drilling if it in any way causes
stable material to cave or become unstable.
(C) TUNNELING
Whi].e hole is being tunneled, casing shall be jacked into place as operations
progress except as hereinafter specified.
Where necessary to use sectionalized steel liner plates, each successive ring of
,m� plates s�all be placed in position and completely bolted into place as soon as
excavation is completed far enough ahead of completed casing to receive the-�e.xt
ring.
ROW Utility Section
January 28, 1992
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BOBING AND TUNNELING (CONT'D}
Working face of excavation shall not precede advancing end o� casing by more
than 2 1/2 feet unless otherwise pertnitted by Texas Depar�tment of
Transportation.
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No explosives shall be used within limits of highway right-of-way in conjunction
with tunneling except as specified under "Use of E.xplosives" covered elsewhere
in accompanying specifications.
(D} GROUTING
All voids around casing shall be pressure grouted�with g'rout consisting of
Portland Cement and washed sand and containing not less than 6 sacks of Portland
Cement per cubic yard of�grout. Additional cement shall be added if workability
and/or stability cannot be obtained with proportions indicated. An air
entraining agent may also be added to the grout mixture to facilitate flow if
necessary.
Grouting shall be done immediately after casing has been installed in hole in
order to avoid any shearing of soil and settlement of overburden above casing,
Means shall be provided for proving that voids are filled around 24" diameter
and larger casings in the event there is some doubt by the Texas Department of
Transportation that voids are being filled. On reinforced concrete casing this
may consist of holes drilling around inside of perimeter of casing and fitted
with removable plugs. On steel casing, removable threaded plugs may be provided
at intervals aroun@ i.nside perimeter oF casing.
No holes shall be drilled in pavement or shoulders for grouting operations.
(E) BORE �PIT LOCATION
Bore pits should be located at least thirty feet from the edge of the nearest
through traffic lane and not less than twenty feet from the edge of pavement on
ramps. On low traffic roadways and frontage roads, bore pits should not be Zess
than ten feet from the edge of pavement or five feet from face of curb.
ROW Utility Section
January 28, I992
Sheet 2 of 2
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UTI�,ITY CONSTRUCTION WORK ON SPcTURDA�,$ AND SUNDAYS FOR
UTILITX INSTALLATIONS AUTHORI�D BY UTILITY PERMI�
Except in case of an emergency as mentioned later herein, no work
which requi`res inspection by the Texas Department of
Transportation will be permitted on•Saturdays or Sundays.
In the event the Utility Owner believes that Saturday or Sunday
work is necessary due to an emergency, such as the necessity to
avoid complication in operation of owner's utility plant, or to
avoid delay of the Highway Contractor, such work will be
permitted providing that the Utility Owner agrees to:
a. obtain Texas Department of Transportation approval at
least 48 hours in advance so that arrangements can be
made to have a Highway Inspector present. Failure to g
give such advance notice will be sufficient reason to
not grant approval for working.
b. Require his Contractor to have sufficient personnel and
equipment on the job to efficiently prosecute the work.
c. Have"owner's supervisor or inspector present an the job
at all times while the above types of work are in
progress.
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TRAFFiC SIGNALS AND TRAFFIC MANAGEMENT FIBERS
NOTIFICATION IS REQUIRED 48 HOURS PRIOR TO THE BEGINNING
OF ANY EXCAVATION WITHIN THE RIGHT-OF-WAY IN ORDER THAT
� THE STATE MAY VERIFY THE EXISTENCE OF ANY ELECTRICAL
WIRING AND/OR FIBER OPT1C CABLE. FOR ELECTRICAL WIRING
� LOCATES, CONTACT MR. JAMES WARD, TRAFFIC SIGNAL
� DEPARTMENT, TELEPHONE NUMBER (817) 370-6671�
` FOR TRAFFIC MANAGEMENT FIBER
� L�CATES CONTRACT, MR. BILLY MANNING, TRAFFIC MANAGEMENT
DEPARTMENT, TELEPHONE NUMBER (817) 370-6745. FAILURE TO
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PROVIDE NOTIFICATION WILL RESULT IN THE IMMEDIATE REPAIR AT
� THE GRANTEE'S EXPENSE.
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NON-CONTROLIED ACCESS HIGHWAYS AND FARM TO MARI�T ROADS
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STAPIDARD REQUIREMENTS EXCE PTIONS FOR EXISTING LINES
Location - Near RQa line. Crocsiuge approx.
pecpendlcu2+aT.
Ye_,nt - AC lea�t one required.
Narkers - Requtred.
Dep[h - 28" uaval aad 12" actnl� or � dlam. of
using vader subgzade. 30" total elear depth at
�lI poinb vhere eacaseQ. �6" total clear depth
vhere noe encased. (Longi[udinal)�
2ncaaement - Under roadveys, ditches and
etzvc[ures.
Location - lSfly devlaCe Erom perpendlcular.• Urban
LatgLtudinal Iiaes mey rec+ain except anC�r �=�dways.
DepW - Hinimi� totnl deptb of 24" if encaaed or
30" if not eacased may be pe=mitted,
F,y�rppe41�nt - Hay be amitted on lw volume p�zm to
ftasket Raads aad iw volume hlghvays IE p=otected
b7 s reiaforced coaerete alab or Sf 6' under pnvemeQ�
surface aad 4'' uader dLtch. ,
t,ocntion - Near RG17 Line. Crossings approx.
perpendLcular. -
Yarkers - RcQuired.
DlDU1 - Minimua 18" undcr eubgrade or 60" under
pavaoent surface. G8" mintm�an uader dithces.
Excepcions caay be allwed if procected by
reinEorced concrete slab.
Enca�ement - Not required ii' vclded sCeel
coostruetiaa o£ heavier vall thickness
aod/or dtgher •creagW sceei, costed ead
vrapped, ea!l�odiully procecced sad other
measvres•ss reQulred. Limits of proteetion
are the same as that for eaasement.
�Locacion - Near RQ�1 line. Crossings approx.
� pe rp�nd Lcu Lar.
� Depth - 10" usual and 12" minimtm or } diam.
� oader subgrade. 24" totetl elear depW belw
surfsce.
Enca�eaieac - Same as for high pnssure lines
�� or noae if cathodleally proteeted aad agree
,,,� � to no future pavemeat cats.
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Locacioa - Near Rat line.. Crossings epprox.
ycrpendicuLar.. • •
DtD� - 18" usual anQ 12^ minimtas or } diam.
uader su6grade. 24" tout cleas depth bela+
surlace.
Encaaea�ent - Unde.z roaJ��ys to centez oE di[ch
and under medtans. Excepcion ellwed for vide
medtans. Execption nllared fuc viQe aiedians,
for oipe for 3U" ar greacer di�m, under la+
volume rosdvays, end undcr side road entrances
vhere Jus�lfLed by traCEic, roa6 condition, and
locr( practtce.
Locecton - Near RW line. GrossLngs epprmc.
pecpendicular.
U_e,� - 18" usun! and 12" mtnLmux oz � diem.
uader aubgrnQe. 2•:" [otel cleac dep[h belw
surface.
Eacnseakn[ - Ocily iE under pressuto or dce� not
�+eet scandacds. If encased, c�me as vater lines
Meterials - Casc lron oc eque! at crossings of
hi�5h voiume roadveys. Ochers permLceed for
lo�gtcudSnei tLnee and ccoasinga of Iw voiume
�oae�aY,.
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Location � Hear RQ7 liae. Crossings approx.
perpend icu lar.
DGD[�l - No excepCioaa permi[ted.
Encaseaent - Not reQuired LE velded steel con-
atruetion of heavier vall chicknesa'endlor higher
strength steel. eoeted and.vrapptd, cachodiea�ly
protected and other mensures aa required. Limita
of protectioo saoe as that for encnsement. Sueh
increased oeasures not requlred on Lw vulune Farm
to l�tarket Roada aad la+ volume htghvays if proteezed
by a reiaforced conerete slab or if 6' under pave-
ment�surfaee and 4' ander dfcch�.
Loeation - r+�y .ae..su� fr�n perpendieulnr. Urbna
LongitvdLaal� Iines'•may rea�aia Ln place e�ceept'uader .
atry roetdvay Co be (re) constiitctea� provided there
vill be ao.iuture pnvement cuts.other ehan on lw
volmoe roeds. ' ' ..
DCpth - Nial.mtffi EotaL dept!} o£ 1S" may be pesmitted.
Eacasemeat -_tio exception permiteed.
; •Locntion =:,May.deyiate;:fram.perpeadicular. -Urben
�;Longitndiaal:.Iines:tmy. iaaaia� in pLace eicept :
nnder eny roadvay to be�•�(re)�.tonstructed�� prwided
aeasures are taken=to-avoid future pavemenC euts
oa any high volume roedvay.
Depth - Hinimiaa totnl depth of 18" may be permicted,
Encesement - Nay be omitted for pLpe oF 2�" or
greater diem. uader lar volume roads.
Loce[ion - Ltny deviaCe fran perpenAtculnr• Uibeo
longitudinel LSnes of sacisEaccory Queli[y o�ey
remafn dc any L�catton provided aunholes can be
sacisfaceorily adJvsteA and mees�res ece Cal:en co
avoid future pavemenc cu[s.
NaCerLnLe - Requiremen[s Cor macerlele �y be
vaLved if Llne Ls oE saciaEactory qualicy_
Devch - Hinimum to[a! depth of 1B" mey be pecmCcceE_
PLate 8
S�vef 58 of fi t
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Utility Manual
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NON—CONTROLIED ACCESS HIGHWAYS APID FARM TO MARKET ROADS .
5��� �QU��� EXCEPTIOIiS FOR EXISTZNG LIt�S
�nti� - (.�+��Ritodto�l--1' tu ]':-•fcoe Kt7�: oc
bahind ouccr curb. Shocc •:e�ptLm• pnr�ittrd.
Cro��fng�--Ho pol�• La �rdiao. PoL�� L' �o �'
fra. AW cr behis�d oucer carb, vich variwcios+
permitted oaly �+hera RW L• over ]00'. Cro��-
ings �hall be approx. p�r?tndicular. AC
rcruccure, reras[e arosmQ aPVroache• ot �uffi-
clenc to Pcovide 130' horlsontal or 30' vetcl-
eal cle�r�nce.
Yercicnl Cle�rance � 1G' for eo�+niestlon line•
snd 22' ot �reec�e �� r�q�ired by lar foc po..+r
11n� �.
�e of Coa�czvetioo - I.onsl[vdinal lio�t ahall
be •!n=le pol� eon�truetiaa. �
Uw:ntinn - Nnr davLatu fza. (N•cpe++dicular.
yarCicwl c:lear�ncc - Ko c:cmptlaa per�tcted.
�[ya of Caa�trvettoa - No exeeptioc penalt�ed,
Loe�cion - llear 1tOGt llne. Ccos�tns� app«.
perpcndicvlaz. Lon6lhadinal Lts�ea �aY �
placed by plovins or opep creweh.
Hericcrs - ReQulred.
�e9th - ld" u�uel and 12" �ininu+� or ; Cian.
ot ca�lns ueder �ubgrade. 30•` cot�l cl��r
d�pth at ail poLrt� �+er� •nc���d• 16�
total el�ae dep[h vhat'� �at �A�waed.
T.Mtawawtit� - tte+Q�r ro.dra7�. Qiteh�. a�
�CTVCCt[t�/.
Loc�[ion -!4y Qe�1�Ce fro� perpendicular. UrD�n
1on`itudinal line• w�r re�eln ezcept ux�der roadver�,
�ch - t(iniau� toCal Qepth of 24'• lf •nea�ed or
30" tf no[ enea�sd sar be Per�ittad.
f.new�eoenc -,tfa7r be aditud on Lav volua+e Yax�o co
ltnrket uoads and 1� vol�c liiglway� if pcocectc�
hy a roinfnrced eoacTrtc �lnt+ or IC 6' undor rav�-
wnC wurLaco anJ 4' t+ed�Y dtich.
yxatlon - Naac RQI Itne. Cro��ias• •pProz. Lac�cion - ltey deviate fros perpeodicular. Lihere
Optrpei+dictelar. enc��exnt �oc in�411ed, atility •hould a=ree to no
� H �cfi ' lE" ander ya�eneac. 24" ouuLde Dave- pavemenc cuu.. Loeuttudteal linea war remata exeeyt
wnt �rca, fncludina dtcehe�. under cencer oediaas, throaEh-traffle roadvars or
�� Cnca�a.oeoc - Non� reQuired unlat• E1reeCad by conneecing roadwy� (ineludiag rhonlQar�).
6Lacrict Ln;taaer for ha:ardoua loeeciona �uch Dcoch - Sfiere materiala an3 ochar condttloa� ��.estr,
W� s� oear brldge�. atruc[ur�s, •Ce. Yhere anca�r e:eaption• �ay be p��itted for a redactlon oE G•'
•rnt aot Lnscill�d, atillq �Aould a�ra� io � frao •us�dard raQulre�enta.
�.O . pav�+ent tul�. , . . . . • - -
c.�
Rev . 8- 75
Pla te 8
Sheet 59 af 61
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