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�•�•�• ����� SPECIFICATION AND CONTRACT
��������4�� � - n�'-" 'Lf•� �`�OCUMENTS FOR
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CITY SECRETARY r ,. ,
, CONTRACT NO _ .� .� �1:�5
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lVlain 207R Drainage Area Sanitary Sewer
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(Group 5, Contract 3), Part 6
Units 1, 2�
Sewer Project No. PS46-070460410270
Department of Engineering No.'s 1824, 2369, 2370
City of Fort Worth, Texas
1998
Bob Terrell
City Manager
Kenneth Barr
Mayor
Lee Bradley, Jr., P.E.
Water Depariment Drivector
Hugo A. Malanga, P.E.
Transportation and Public Works
Director
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In Association with:
Ratnala & Bahl, Inc.
Engineers • Surveyors
3950 Fossil Creek Boulevard, Suite 202
Fort Worth, Texas 76137
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A. Douglas Rademaker, P.E.
Engineering Departmenf Direcfor
Prepared by:
Wendy Lopez & Associates, Inc.
Engineering • Environmental • Surveying
C�►jstruction Management
3800 Sandshell Drive, Suite 175
Fort Worth, Texas 76137 �
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City of FoYt Worth; Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME PAGE
$�� 7�99 **C-17590 I 30CURTIS 1 of 3
� SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTION COMPANY FOR MAIN.
207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
� IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNITS 1 AND 2
RECOMMENDATION:
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It is recommended that the City Council authorize the City Manager to execute a contract with Hall-
Albert Construction Company in the amount of $530,778.25 for Main 207R Drainage Area Sanitary
Sewer System Rehabilitation and Improvements (Group 5, Contract 3) Part 6, Units 1 and 2.
DISCUSSION:
On March 17, 1998 (M&C C-16677), the City Council authorized the City Manager to execute an
engineering agreement with Wendy Lopez & Associates, Inc. to prepare plans and specifications for the
reduction of inflow/infiltration in the sanitary sewer main M-207 drainage area.
This project is part of the City's Integrated Wet Weather Wastewater Management Program to comply
D with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
aThe Unit I project consists primarily of the following sanitary sewer mains and laterals:
• Main 208 beginning from the intersection of Curtis Drive and U.S. Highway 180 northerly
� approximately 1,400 linear feet.
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• Main 208, laterals 6971 and 7419 located on U.S. Highway 180 from Karen Street easterly an
approximate distance of 1,500 linear feet to Reagan Drive.
The project consists primarily of the replacement of approximately 2,900 linear feet of primarily 8-inch
sewer pipe. The project is located in COUNCIL DISTRICT 3, Mapsco 73 Q and R.
The Unit 2 project consists primarily of the following sanitary sewer laterals:
• Laterals 4374 and 4375 beginning from the intersection of Alta Mere Drive and U.S. Highway
180 northerly approximately 2,200 linear feet.
• Laterals 4368 and 4369 from the intersection of Calmont Avenue and Coronado Drive easterly
to Bonnie Drive, then southerly along Bonnie Drive an approximate distance of 700 linear feet.
This project consists primarily of the replacement of approximately 3,600 linear feet of primarily 8-inch
sewer pipe. The project is located in COUNCIL DISTRICT 3, Mapsco 73M and 74 J and N. ,
The project was advertised for bid on May 27 and June 3, 1999. On July 8, 1999, the following bids
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UNIT 1:
DATE REFERENCE NUMBER LOG NAME PAGE
� $�� 7�99 **C-17590 30CURTIS 2 of 3
SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTION COMPANY FOR MAIN
207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
aIMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNITS 1 AND 2
were received:
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City of Fort WoYth, Texas
Mayor and Council
Communica�ion
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AMOUNT
TIME OF COMPLETION
� Hall-Albert Construction, Companv
Cleburne Utility Construction, Inc.
Stocker Enterprises, Inc.
rj Southland Contracting, Inc.
L1 Texas-Sterling Construction, Inc.
Whizcon Utilities, Inc.
� J&R Fish Construction, Inc.
Burleson Utilities, Inc.
� UNIT 2:
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Hall-Albert Construction. Comaanv
Nadezda Construction, Inc.
Southland Contracting, Inc.
Texas-Sterling Construction, Inc.
Whizcon Utilities, Inc.
J& R Fish Construction, Inc.
$250.557.25
299,169.00
328,803.00 .
333,636.00
412,062.80
414,289.00
421,716.00
499,337.40
AMOUNT
$280,221.00
357,897.00
371,938.80
423,234.30
442,517.00
461,478.00
90 Calendar Days
TIME OF COMPLETION
90 Calendar Days
Since Hall-Albert 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 90 calendar days to complete
� construction of both units as stipulated in the project contract documents.
�In addition to the contract cost, $38,000.00 (Unit 1: $18,000.00, and Unit 2: $20,000.00) is required for
inspection and survey and $22,000.00 (Unit 1: $13,000.00 and Unit 2: $9,000.00) is required for project
contingencies.
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Hall-Albert Construction Company is in compliance with the City's M/WBE Ordinance by committing to
18% M/WBE participation on Unit 1, and 14% M/WBE participation on Unit 2. The City's goal on this
project is 18% for Unit 1, and 14°/a for Unit 2.
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City of Fort Wo�th, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME PAGE ,
$�17�99 **C-17590 30CURTIS 3 of 3
sue�ECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTION COMPANY FOR MAIN
207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNITS 1 AND 2
� FISCAL INFORMATION/CERTIFICATION:
Q The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the State Revolving Fund - Sewer.
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� Submitted for City Manager's
Office by:
aMike Groomer
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I FUND I ACCOUNT I CENTER I AMOUNT CITY SECRETARY
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City of Fort Worth, Texas
� Ma or and Council
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p . Communication
IDATE REFERENCE NUMBER LOG NAME PAGE
�$����99 **C-17590 30CURTIS 4 of 3
SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTION COMPANY FOR MAIN
207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
aIMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNITS 1 AND 2
Originating Department Head: I I
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a A. Douglas Rademaker 6157 I(from) I APPROVED S/17/99
PE42 541200 070420416790 $250,557.25 �
Additional Information Contact: PE42 541200 070420416800 $280,221.00 I
� A. Douglas Rademaker 6157 I I
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ADDENAUM NO. 1 RECEIVEp JUN Z� 9�99
June '10, 1999
N1ain 207R Drainage Area Saniiary Sewer Systern
Rehabilitation and Improvements
(Group 5, Contract 3}, part 6
Units 1,2 8� 3
Sewer Project lVo. PS46-070460�4�d270
Department of Engineering No.'s 1824, 2369, 2370
7his addendum foRns part of the contract documents referenced above and
modifies the original cor�tr�ct documents a�d pians. Acknowtedge receipt of this
addendum by signing and�faxing a copy to Doug Mikeworth at Wendy Lopez �
Associates, Inc. (817) 232-4638, notina the receiAt in the bid praoosa! and on
the oufer envelop� of vour 6id.
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Bid Proposal
Revisions have been made ta several of the bid item quantities. A few bid
items were discovered to not hav� been included and a few bid items
listed that are subsidiary to other pay items. Appropriate corrections h�ve
been made. Remove pages Bi-2 througti B1-7, B2-1 through BZ-5 and
83-1 througi� 83-6 and replace with the attached corresponding numbered
bi� proposal pages. _
Construction Drawings
a. The manhole locations where stainless steel manhole inserts are to
be installed was not clearly defined ih the construction drawings.
The three stainless steel manhote inserts are ta be instal{ed on
M207 of Unit 3 at the manholes located within the Interstate
Highway 30 right-of-way. Speci�i�ally these are the manholes at
Station 191+69.8, Statiqn 192+98.8 and Station 197+47,1 of M207
in Unit 3.
b. The profile calfouts for the length and. type of pipe to be installed
betwe�n Station 207+50 and Station 208+79.1 of M207 as shown
on Sheet 33 0� 33 were incorrect. Attached Exhibit A illustrates the
correct length and type of pipe to be inst�lled at this location.
c. On Sheet 13 of 33 (L-6871, Unit 1) a cleanout is noted to be
removed from witi�in an existing concrete driveway without an
indication for repfacement of the conerete driveway to fill the vvid
created by ti�e cleanout removal. Attach�d Exhibit B illustrates the
Q1 ADDENDUM NO. 1
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corrected plan view showing the need for cancrete driveway
replacement.
A roved; ��.� ��� ����
pP __1_�.
�i Rick Trice, P.E.
Manager, Consultant Services �
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Receipt Acknowledged (Fax copy to Doug�Mikeworth afi (817) 232-A�638}.
�4DDENDUIW NO. '!
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Company: NR�c-- /�Zt��.T Co•►is'r'�.�cr�o•�
(Type or print company name)
By: �'�1��.,:5'�e.�� F��`� _
(Type or print name)
��te:
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ADDENDUM NO. 1
6if6111999 69:57
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FW WW PR6M YCH
ClTY OF FORT WORTH
DEPARTMENT OF ENGiNEERlNG
ADDENDUM N0.2.
TO THE PLANS AND SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
MA1N 207R �RAlNAGE AREA SANftARY SEWER SYSTEM
REHABtLITATION AND IMPROVEMENTS
{GROUP �, CONTRACT 3}, PART 6, UNtTS 1, 2 AND 3
' DOE NOS. 1824, 2369 and 2370
ORIGiNAL BID RECEiPT DATE JULY 1, 1999:
REViSED BlD RECEIPT DATE JULY 8, 1999
ADDENDUM iSSUE DATE JULY 1, 9999:
PAGE 02
The failowing madifications, clari�cations, addiftons or deiet�ons shail be made to the
appropriate sections of the Contract �ocuments:
1
2.
3.
The bid opening da#e has been changed to July 8, 1999.
Construction Drawings
Sheet Nos. 6, 7 anci 8 have been revised. Bidders shafl revise the plan view of these
sheets ta read "Abandon Exist. 8u SS" instead of "R�move Exist. 8" S.S".
Afl other provisions of the plans, specifications and contract docum�nts for #he project
which are not expressly amended herein shall remain in full farce and effect.
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FAILURE TO RETURN A SIGNED COPY OF THE ADDENDUM WlTH THE PROPOSQL
� SHALL BE CROUNDS FOR RENDERING THE B!D NON-RESPOHSiVE. A SIGNED COPY
OF THIS ADDENDUM SHALL BE Pl..ACED fNTO THE PROPOSAL AT THE TIME OF B1D
SUSMITTAL.
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A. Douglas Rademaker, P.E., Director
B : �on sho����
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��(' Rick Trice, P.E., Manager
Consulta�t Services
Addendum No, 1- Page 1
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Bob Terrell
City Manager
� Main 207R Drainage Area Sanitary Sewer
Rehab►l�tat�on and lmprovements
(Group 5, Contract 3), Part 6
0 Units �, 2& 3
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Hugo A. Malanga, P.E.
Transportafion and Public Works
Director
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SPECIFICATION AND CONTRACT
Sewer Project No. PS46�-070460410270
Department of Engineering No.'s 1824, 2369, 2370
City of Fort Worth, Texas
1998
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In Association with:
Ratnala & Bahl, Inc.
Engineers • Surveyors
3950 Fossil Creek Boulevard, Suite 202
Fort Worth, Texas 76137
DOCUMENTS FOR
Kenneth Barr
Mayor
Lee Bradley, Jr., P.E.
Wafer Department Drivecfor
A. Dougias Rademaker, P.E.
Engineering Department Director
Prepared by:
Wendy Lopez & Associates, Inc.
Engineering • Environmental • Surveying
Construction Management
3800 Sandshell Drive, Suite 175
Fort Worth, Texas 76137 „
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TABLE OF CONTENTS
1. Notice to Bidders
2. Comprehensive Notice to Bidders
3. Special Instructions to Bidders
4. Vendor Compliance with State Law (Texas resident/non-resident contractors}
5. Minority/Woman Business (M/WBE) Enterprises Information and Certification, Unit 1
6. Proposal (Part "B"), Unit 1
7. Minority/Woman Business (M/WBE) Enterprises Information and Certification, Unit 2
8. Proposal (Part "B"), Unit 2 �
9. Minority/Woman Business (M/WBE) Enterprises Information and Certification, Unit 3
10. Proposal (Part "B"), Unit 3
11. General Conditions (Part "C")
12. Supplementary Conditions to Part C(Part "C-1 ")
13. Special Conditions (Part "D")
14. Additional Special Conditions (Part "DA")
15. Details
16. Section "E" Specifications
17. Contractor Compliance with Workers Compensation Law
18. Certificate of Insurance
19. Performance Bond
20. Maintenance Bond
21. Payment Bond
22. City Contract (Part "G")
Appendix A - Easements
Appendix B - SRF Specifications
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Sealed proposals for the following:
NOTICE TO BIDDERS
� FOR: MAIN 207R
DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 5, CONTRACT 3), PART 6, UNITS 1, 2& 3
� DOE NOS. 1824, 2369 & 2370
SEWER PROJECT NO. PS46-070460410270
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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., July 1, 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 Throckr�orton Street,
Fort Worth, Texas. One set of Plans and Documents will be provided for the deposit of
Forty Dollars ($40.00). A pre-bid conference will not be held.
Unit 1- 50 L.F. of 8" D.I.P. open cut, 1,393 L.F. of 8" PVC open cut, 1,116 L.F. of 8"
to 8" Pipe Enlargement, 288 L.F. of 6" to 8" Pipe Enlargement, 13 manholes,
and related appurtenances.
Unit 2- 315 L.F. of 8" D.I.P. open cut, 655 L.F. of 8" PVC open cut, 2,630 L.F. of 8" to
8" Pipe Enlargement, 10 Manholes, and related appurtenances.
Unit 3- 30 L.F. of 8" D.I.P. open cut, 90 L.F. of 10" PVC open cut, 581 L.F. of 12"
PVC open cut, 1,247 L.F. of 12" D.I.P. otherthan open cut, 9 Manholes, and
related appurtenances.
For additional information concerning this project, please contact Rakesh Chaubey, P.E.,
DProject Manager, at (817) 332-5474, Ext. 40 or pouglas Mikeworth, P.E,. of Wendy Lopez
& Associates, Inc. at (817) 232-0244.
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Bidders shall not separate, detach or remove any portion, segment or sheets form
the contract documents at any time. Bidders must complete the proposal sections
and submit the complete specifications book or face rejection of bid as non-
responsive.
DAdvertising Dates:
May 27, 1999
�J June 3, 1999
� Fort Worth, Texas
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COMPREHENSIVE NOTICE TO BIDDERS,
Sealed proposals for the following:
� FOR: MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS (GROUP 5, CONTRACT 3),
PART 6, UNITS 1, 2& 3
D DOE CONTRACT NOS. 1824, 2369 & 2370
SEWER PROJECT NO. PS46-070460410270
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Addressed to Mr. Bob Terrell, City Nlanager of the City of Fort Worth, Texas will be
received at the Purchasing Office until 1:30 p.m., July 1, 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. A Forty Dollar ($40.00) deposit is required for first set of
documents and additional sets may be purchased on a non-refundable basis for
Forty Dollars ($40.00) for each set. These documents contain additional information
for prospective bidders.
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 (Fort
Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in
employment practices.
A pre-bid conference will not be held.
Bid security is required in accordance with paragraph 2 of the Special Instruction to
Bidders.
The major items of work on the above project are:
Unit 1- 50 L.F. of 8" D.I.P. open cut, 1,393 L.F. of 8" PVC open cut, 1,116 L.F.
of 8" to 8" Pipe Enlargement, 288 L.F. of 6" to 8" Pipe Enlargement, 13
manholes, and related appurtenances.
Unit 2- 315 L.F. of �" D.I.P. open cut, 655 L.F. of 8" PVC open cut, 2,630 L.F.
of 8" to 8" Pipe Enlargement, 10 Manholes, and related
appurtenances.
Unit 3- 30 L.F. of 8" D.I.P. open cut, 90 L.F. of 10" PVC open cut, 581 L.F. of
12" PVC open cut, 1,247 L.F. of 12" D.I.P, other than open cut, 9
Manholes, and related appurtenances.
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Included in the above will b� aff other miscellaneous items of construction as
outlined in the Plans and Specifications.
The City reserved the right to reject any and/or all bids and waive any and/or all
irregularities.
AWARD OF CONTRACT: No bid may be withdrawn until the expiration of for 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 has been verified.
Bidders are responsible for obtaining all addenda to the contract documents and
acknowledging receipt of the addenda by initialing the appropriate spaces on the
PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be
rejected as being non-responsive. Information regarding the status of addenda may
be obtained by contacting the Department of Engineering at (817) 871-7910.
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 Contractor 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 Unites awarded tho him will the the longest time
allowed for any single Unit awarded to him.
Bidders shall not separate, detach or remove any portion, segment or sheets
form the contract documents at any time. Bidders must complete the
proposal sections and submit the complete specificcations book or face
regection of bid as non-responsive.
Any contract or contracts awarded under this Notice to Bidders are expected to be
funded in part by a loan from the Texas Water Development Board. Neither the
State of Texas nor any of its departments, agencies, or employees are or will be a
party to this Notice to Bidders or any resulting contract. The contract(s) is subject to
regulations contained in 31TAC Chapter 363 in effect on the date this contract is
executed.
In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth
has goals for the participation of minority business enterprises and women business
enterprises in City contracts. A copy of the Ordinance can be obtained from the
office of the City Secretary. The M/WBE UTILIZATION FORM, M/WBE GOALS
WAIVER FORM, and GOOD FAITH EFFORT FORM, as applicable, must be
submitted within five (5) City business days after bid opening. Failure to comply
shall render the bid non-responsive.
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WAIVER FORM, and GOOD FAITH EFFORT FORM, as applicable, must be
submitted within five (5) City business days after bid opening. Failure to comply
shall render the bid non-responsive.
For additional information concerning this project, contact Rakesh Chaubey, P.E.,
Project Manager, at (817) 332-5474, Ext. 40 or pouglas Mikeworth, P.E. of Wendy
Lopez & Associates, Inc. at (817) 232-0244.
BOB TERRELL ALICE CHURCH
CITY MANAGER CITY SECRETARY
A. Douglas Rademaker, P.E., Director
Department of Engineering
-� � 5 �1u �
By. �a �
�' Rick Trice, P. E., Manager
Consultant Services Division
Advertisement dates:
May 27, 1999
June 3, 1999
Fort Worth, Texas
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SPECIAL INSTRUCTION TO BIDDERS
(WATER DEPARTMENT)
1. PREQUALIFICATION REQUIREMENT: All contractors submitting bids are
required to be prequalified by the Fort Worth Water Department prior to submitting
bids. This prequalification process will establish a bid limit based on a technical
evaluation and financial analysis of the contractor. It is the bidder's responsibility to
submit the following documentation: a current financial statement, an acceptable
experience record, an acceptable equipment schedule and any other documents
the Department may deem necessary, to the Director of the Water Department at
least seven (7) calendar days prior to the date, of the opening of bids.
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(a) The financial statement required shall have been prepared by an independent
certified public accountant or an independent public accountant holding a valid
permit issued by an appropriate State licen�ing agency and shall have been so
prepared as to reflect the financial status of the submitting company. This
statement must be current and no more that one (1) year old. In the case that a
bidding date falls within the time a new statement is being prepared, the previous
statement shall be updated by proper verification.
(b) For an experience record to be considered to be acceptable for a given project, it
must reflect the experience of the firm seeking qualification in work of both the
same nature and technical level as that of the project for which bids are to be
received.
(c) The Director of the Water Department shall be the sole judge as to the acceptability
for financial qualification to bid on any Fort Worth Water Department project.
(d) Bids received in excess of the bid limit shall be considered non-responsive and will
be rejected as such.
(e) The City, in it's sole discretion, may reject any bid for failure to demonstrate
experience an/or expertise. '
(f) Any proposals submitted by a non-prequalified bidder shall be returned unopened,
and if inadvertently opened, shall not be considered.
(g) The City will attempt to notify prospective bidders whose qualifications (financial or
experience) are not deemed to be appropriate to the nature and/or magnitude of the
project on which bids are to be received. Failure to notify shall not be a waiver of
any necessary prequalification.
2. BID SECURITY: A cashier's check or acc�ptable bidder's bond payable to the City
of Fort Worth in an amount jof not less than five percent (5%) of the largest possible
total of the bid submitted must accompany the bid, and is subject to forfeiture in the
event the successful bidder fails to execute the Contract Documents within ten (10)
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4. WAGE RATES: Not less than the prevailing wage rates established by the City of
Fort Worth, Texas and as set forth in the contract documents must be paid on this
project.
� 3. BONDS: A performance bond, a payment bond and a maintenance bond each for
one hundred (100%) percent of the contract price will be required, Reference C 3-
3.7.
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5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the
O Proposal, the City reserves the right to adopt the most advatageous construction
thereof to the City or to reject the Proposal.
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6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 601f, Texas Revised Civil Statutes,
the City of Fort Worth will not award this contract to a nonresident bidder unless the
nonresident's bid is lower then the lowest bid submitted by a responsible Texas
resident bidder by the same amount that a Texas resident bidder would be required
to underbid a nonresident bidder to obtain a comparable contract in the State in
which the nonresident's principal place of business is located.
calendar days after the cbntract has been awarded. To be an acceptable surety on
the bond, (1) the name of he surety shall be included on the current U.S. Treasury,
or (2) the surety must have capital and surplus equal to ten times the limit of the
bond. The surety must be licensed to do business in the State of Texas. The
amount of the bond shall not exceed the amount shown on the Treasury list or one-
tenth (1/10) the total capital and surplus.
"Nonresident bidder" means a bidder whose principal place of business is not in the
State of Texas, but excludes a contractor whose ultimate parent company or
majority owner has its principal place of business in the State of Texas.
This provision does not apply if tehis contract involves Federal funds.
The appropriate blanks of the Proposal must be filled out by all nonresident bidders
in order for the bid to meet specifications. The failure of a nonresident contractor to
do so will automatically disqualify that bidder.
8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be
paid within forty-five (45) calendar days after completion and acceptance by the
City.
� 9.
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AGE: In accordance with the policy ("Policy") of the Executive Branch of the
Federal Government, Contractor covenants that neither it, nor any of its officers,
members,
engaged in
agents employees, program participants or subcontractors while
performing this contract, shall, in connection with the employment,
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advancement or discharge of employees in connection with the terms, conditions or
privileges of their employment, discriminate against persons because of their age
except on the basis of a bona fide occupational qualification, retirement plan or
statutory requirements. .
Contractor further covenants that neither it nor its officers, members, agents,
employees, subcontractors, program participants, or persons acting on their behalf,
shall specify, in solicitations or advertisements for employees to work on this
contract, a maximum age limit for such employment unless the specified maximum
age limit is based upon a bona fide occupational qualification, retirement plan or
statutory requirements.
Contractor warrants it will fully comply with the policy and will defend, indemnify and
hold City harmless against any claims or allegations asserted by third parties or
subcontractors and/or its subcontractors' alleged failure to comply with the above
referenced Policy concerning age discrimination in the performance of this
agreement. �
10. DISABILITY: In accordance with the provisions of the Americans With Disabilities
Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors
will not unlawfully discriminate on; the basis of disability in the provision of services
to the general public, nor in the availability, terms and/or conditions of employment
for applicants for employment with or employees of Contractor or any of its
subconsultants. Contractor warrants it will fully comply with the ADA's provisions
and any other applicable Federal, State and local laws concerning disability and will
defend, indemnify and hold City harmless against any claims or allegations
asserted by third parties or subcontractors against City arising out of contractor's
and/or its subcontractor's alleged failure to comply with the above referenced Policy
concerning age discrimination in the performance of this agreement.
11. MINORITY AND WOMEN GUSINESS ENTERPRISES: In accordance with the
City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the
participation of minority business enterprises and women business enterprises in
City contracts. A copy of he Ordinance can be obtained from the Office of the City
Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME
CONTRACTCOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") as appropriate. The documentation must be received no later
than 5:00 PM, five (5) City business days after the bid opening date. The bidder
shall obtain a receipt form the appropriate employee of the managing department to
whom delivery was made. Such receipt shall be evidence that the documentation
was received by the City. Failure to comply shall render the bid non-responsive.
Upon reauest, Contraxtor agrees to provide
information regarding actual work performe
(MBE) and/or a Women Business Enterprise
thereof. Contractor further agrees to permit
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the Owner complete and accurate
d by a Minority Business Enterprise
(WBE) on the contract and payment
any audit and/or examination of any
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performed by an MBE and/or WBE. The misrepresentation o0f 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 form participating in City work for a period of time of not
o less than three (3) years.
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VENDOR CO2iPLINiCE TO 5TATE L�N
7he 1985 Session ot the 7exas Legistatvre passed Iiouse Aill b20 rel.�tive to
tl�c a�ard of cvntracts to �on-resident bidders. This leu provides tl�at� in
ordcr [o bc awarded a contract as Ioc+ biddcr, non-resident biddcrs (out-vf.-
stecc contractocs whosc corpo�ace vEfices or principal place of bueincss orc
oucside of the statc of Tcxas) bid proJccta for construction� improvemcntc,
supplies oc services i� Texaa at.an eraou�t tvwcr than the Ivaest Texas
resident bidder by �the came amount �that a Texss resldent bldder uould bc
reQu{ccd to u�derbid a aon-�e�ident bidder in order co obtaln a comparablc
contract �n the state !a vhich the aon-reeident's pri�cipel place of buai�ess
!s located. The appropriate b[anks in Section A a�ust be Eilled eut by aIl
out-of-stace or aoa-resldcnt bidders !n order Eor yvur bid to mccc
speci[icatlons. Tl�e failure oE o�t-of-statc.or �o�-resident contrnctoca to do
so v!!I auto�aaticaliy disqvalLfy t[iat bidder. Rasident bidders must cl�eck ti�e
box fn Seetion 8.
O � A. Non-reside�t vendors in (give state), our pri�cipal ptace
ef. business, are required to be petcent lowcr thaa resident
bidders by sc�te lay. A copy of the acatute is ettached.
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Ilon-resident vendors la (give statc)� our principal
place of busi�ess� are not requircd to undcrbtd resident bidders. .
B. Our �rincipal ptace of bvsiness or corporate offites are ta tiie State of
Tczas. ('�'�'
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81DOER:
Cocnpany
Clcy Stace 2ip
9y:
(pleasc priat)
Signatures
Title:
(pleasc print) '
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TII1S fORH HUST 6E RE7URNE0 Wlill YQUR QU07AilON
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Unit 1 Construction
M/WBE Specifications
Proposal
Unit 2 Construction
M/WBE Specifications
Proposal
Unit 3 Construction
M/WB�' Specifications
� Proposal
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Note: M/WBE GOALS �RE DIFFERENT FOR UNIT 1, UNIT 2
AND UN �T 3 CONSTRUCTION.
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SEPARATE M/WBF DO�UMENT MUST BE SUBMITTED WITH
THF PROF`OSAL FOR EACH UN1T.
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PART B - PROPOSAL
� This proposal must not be removed from this book of Contract Documents.
Q TO: Robert 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 water mains, fittings,
� valves and all necessary appurtenances and incidental work to provide a complete and
serviceable project designated as: .
� Main 207R Drainage Area Sanitary
Sewer System Reh�abilitation and Improvements
(Group 5, Contract 3), Part 6, Units 1- 3
�1 Sewer Project No. PS46-070460410270
��.1 DOE #'s 1824, 2369 & 2370
� Pursuant to the foregoing A 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,
n the site of the project and understanding the amount of work to be done, and the prevailing
�J 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
O work as provided in the Plans and contract documents and subject to the inspection and
approval of the Director of the City Water Department of 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
ofollowing sums:
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UNIT 1 CONSTRUCTION
;� �: pT c -r
Cit��y of Fort W.o,r#j�.;�� �,,
Minority and Women 6usiness Errterp'rrse'����i�ications
"�� J�L 15 P(1 3 39
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
�If the total dollar value of the contract is $25,OU0 or more, the M/WBE goal is applicable. If the total dollar:�
vatue of the contract is less than"$25,000, the M/VVBE goal is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services directly or indirectly to the City.
M/WBE PROJECT GOALS
The City's MBE/WBE goal on this project is 18% of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal, or;
2. Good Faith Effort documentation, or;
3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION,
The applicable documents must be received by the Managing Department, within the following times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. MM/BE Utilization Form:
2. Prime Contractor Waiver Form
3. Good Faith Effort Form:
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
�AILURE 70 COMPLY,WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN 7HE BID BEING s����'� �'��
! A��
� �, ��x.- . CONSIpERED NON-RESPONSIVE TO SPECIEICATIONS. ,, � ��f, � � .. .,- � �w_. , '
- w.- . e , - r
Any questions, please contact the M/WBE Office at (817) 871-6104.
� M207R Rev.6/2/98
PART 6 - UNIT 1
n
City of Fort Worth . R
�. Minority and Women gusiness Enterpris��S����f��a��Q n s
�j MBE/WBE UTILIZATION
:�:� JUi �S P�l 3 39
.Efgz�. -.9��,� : Gy.�sS; �.�T-� �� � � ly �
PRIME COMPANY NAME
�i'✓.9,�./ �v7 r�. �"�c:,,,,os. G�,.js�.c-tcr 3 , �4s. %�. �.• y, "i %
� PROJECT NAME � � ' �
I CITY'S M/WBE PROJECT GOAL: 18%
BID DATE
PROJECT NUMBER
M/WBE PERCENTAGE ACHIEVED:
ATTACHMENT 1A
,
Page 1 of 2
f Failure to complete this form, in its entirety with supporting docu:mentation, and received by the Managing Department'
, on ar before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will resuk in the b'id
being.considered non-responsive-to bid specifications. -
The undersigned bidder agrees to �nter into a formal agreement with the nIIBE and/or WBE firms for wark listed in'this
schedule, conditioned upon execut�on; of a contract with the City of Fort Worth. The intentional and/or knowing
�• misrepresentation of facts is grounds for consideration of disqualification and will result in the'bid being considered'
non-responsive to specificationsw - '
C" Gom an Name, Contact Name,' Certified Specify All Contractin Specify All Items to be ' Dollat Amount
� P Y — g
Address, and Telephone'No. � Scope of Work (*) ' Supplied(") ,�,,
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f�.;; . MNVB'Es`-must be located.in ihe 9{nlne) county marketplace or currently doing business in the ma�ketplace at the time of bid.R�� ��,,,�?������;�;� b��;.
� A ocm lete listinin f=ich MWBE's are to be utilized and/or items to be su �ied: ' ' � �
� � P , fY � pP _ _ = - = , ,� ����� ��`� �'� �� �'
�"' (") p ' g ems to be supplied is required�in order�to receive credittaward'3he MIWBE goal � �'� .. � ,, ;��, ,s ,�, �, ;�, v, „ �', $,� ;
�((*') Identify each T1er ievel: Tier: Means the level of subcontracting below the prime contractor/consulta�t, i.e., a direct payment
from the prime contractor to a subcantractor is considered 18t tier, a payment by a subcontractor to
its suppli�r is considered 2"d tier.
� THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 6/2/98
� M207R Pages 1 and 2 of Attachment 1A must be received by the Managing Department
PART 6 — UNIT 1
-,
ATTACHMENT 1A
Page 2 of 2
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City of Fort Worth
Minority and Women 6usiness Enterprise Specifications
MBE/WBE UTILIZATION
� Company Name, Contact Name,
Atldress, and Telephone No.
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� The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding
actual work performed by all subcontractors, incluyiing MBE(s) and/or WBE(s) arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or exarhination of any books, records and files held by their company that
�� will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or
employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the
contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal,
State or Local laws concerning false statements. ' Any failure to comply with this ordinance and creates a material
breach of contract may result in a determination o� an irresponsible offeror and barred from participating in City work
�`"` for a period of time not less than one (1) year. i
� ALL MBEs and WBEs MUST BE CF�RTIFIED BY THE CITY BEFORE CONTRACT AWARD
��`J�-r� c�' �'��..�..� i �'t�1� �' �� _> �'? f3�,/z=,�
Authorized Signature I Printed Signature
�jtnfec'i �j�..a„/•84t-�� �
�° Title i Contact Name and Title (if different)
_ i��Lc.. ��/_�'�=ri
�� Company Name
�.7i1/ N � L` . �� / �
� Address
��, �.a �>,� � �' . TX
City/State2ip Code
4 t,.w S��i'ci.�- i iv.�
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Cer#ified' I Specify AlI Contracting Specify All ltems fo be , Dollar Amounf �
Q F� Scope of Work (*) Supplied('} ,�*
¢ o'o c, "�,
p�� . . � G.�. :
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.2 ���5 � �' . .. � � . .,
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L_`o%:�c r o�r� _� La��L° k=
��i .� - � �� ! - y �' fr
Telephone Number (s)
' �"?i .� - �". � � - ? S'5,��
Fax Number
,'�, ,��i�� �
Date
�.. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXVLUSIVE OF THE BID OPENING DATE
Rev. 6/2/98
� M207R Pages 1 and 2 of Attachmer* 1A must be received by the Managing Department
�� � PART 6 - UNIT 1 �
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Unit 1 - DOE # 1824 �
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES IN WORDS PRICE AMOUNT
(Fumish and install, including al( appurtenant worfc, complete in place, the following items):
1. 2,861 L.F. Pre-Construction Cleaning and . �
N inspection;
Per linear foot
—t'v�/o Dollars
2.
K�
4.
And S�-v�ry ,�i�/c Cents
1,393 L.F. *8" Sanitary Sewer Pipe by Open
Cut, (all depths); -
Per linear foot -
�'H�2TY �'►^�a Dollars
And �o Cents
312 L.F. **6" to 8" Sanitary Sewer Pipe by
Pipe Enlargement Method;
Per linear foot
�
,�o,� ry � o�vC— Dollars
,-
� And �/o Cents
1,116 L.F. *�`8" to 8" Sanitary Sewer Pipe by
Pipe Enlargement Method;
Per linear foot
�
r"'o� r�s o�✓c Dollars
,
And No Cents
� � ��
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$ �Z--
$. Ll' o0
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����7—
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� ��t.s��oo
$ IZ�79Z �
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*, ** Contractor must complete City approved product and method form on Page B1-8
Bi -2
ADDENDUM NO. 1
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50 L. F.
38 L.F.
d
8 EA.
13 EA.
40 V.F
+* r
8" Class 51 Ductile Iron Pipe
(All Depths);
Per linear foot
eh
�"�K�"Y —rv�o Dollars
And ^�� Cents
Concrete Encasement per
Figure 1 i 3;
Per linear foot
SEv�-�-y Dollars
And �!o Cents
Remove Existing Sanitary Sewer
Manhole; ,
Per each
/=0�2 �v.�sO.�E�
s�= v�-,�Ty ,�� ✓�` Dollars
And �/o Cents
Construct Standard 4' Diameter
Manhole, 0'-6';
Per each
o^/�'-rx/o�ssi•.�v �/G,vr
�""'O'L`-�' F���% Dollars
And �o Cents
Additional Depth for Standard 4'
Diameter Manhole exceeding 6';
Per vertical foot
o�/� t/�,� o,Z�—o
F'i v� Dollars
And �a Cents
$ �Z `�o
$ `7o a
$ Z, loo"�
�
$ z. (� � c7 �o
� ��s� � 3.Scx��
p�
$ i, 8sc� _"
oa
$ ! C�S
$ Z �! oSa�a
� �. Z��
"* Contractor must complete City approved product and method form on Page B1-8
B1-3
ADDENDUM NO. 1
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10. 13 EA.
11.
12.
13 EA.
13 EA.
13. 403 L. F.
14. 9 EA.
Water Tight Manhole Insert
Per each
�
�'��zTY F� ►iE" Dollars
And �/b � Cents
Concrete Collar for Sanitary
Sewer Manhole;
Per each
-�-wa ��,�n,e�r�
�i�TY Dollars
And �/a Cents
Vacuum Test Manhole;
Per each
r�.v� ,�u.✓.o2E�
i w'�TY �� ✓� Dollars
And �✓a Cents
"4" Sanitary Sewer Service
Line;
Per linear foot
S�vE�/��+/ Dollars
And �/D Cents
4" Sanitary Sewer Service
Cleanout;
Per each
7ula ,r/u.�o� � Dollars
And �/� Cents
�S o 0
$
00
$ ��—
$ 1z.S`�
00
$ �7r
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oa
� 3/ ZS'� `_
$ I�(oZ��
00
$ 6� Ssl �
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� Z�— $ �, Sc�
* Contractor must complete City approved product and method form on Page B1-8
61-4
ADDENDUM NO. 1
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16.
17.
18.
19.
20.
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9 EA. 4" Sanitary S�rvice Tap;
Per each
T.r/.eE-� l�u../,o2�
N��� �� ✓E'" Dollars
And No Cents
10 EA. Service reinstatement for pipe
enlargement method;
Per each .
�ou 2 ,�c.�,v nlLEb
.
�s/�ti'�y �'� �� Dollars
And �e/D Cents
1,500 L.F. Trench Safety System for
excavations in excess of five
feet deep;
Per linear foot
o�/� Dollars
And �/o Cents
2,870 L.F. Post Construction TV Inspection;
Per linear foot
c�NC Dollars
And -r�.�t ��r�1 � ��� Cents
,
480 L.F. Concrete Pavement Repair per
Figure 1;
Per linear foot
f-c�,�7-y S� x Dollars
And �o Cents
28 L.F. Asphalt Pavement Repair per
Figure 2;
Per linear foot
t= � �-ry oov,<— Dollars
And +�o Cents
61-5
$ �95� $ 3,S�S"o
$ �9S' $ � �S�o�
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$ �� �
$ �.t oa
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$ 3, 5'S`7 �
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$ Z�.oBo—
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ADDENDUM NO. 1
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973 L.F. Asphalt Pavement Repair per
Figure 4;
Per linear foot
�'y�2ry -r-,y2� Dollars
And �o � Cents
100 L.F. Replacement of concrete curb
and gutter;
Per linear foot
�/�•�1�r�.J DollarS
And �� �Y � Cents
�
100 S.Y. Replacement of concrete �
d riveway; ,
Per linear foot -
- I
����/ ��� Dolla�s
And �.o Cents
50 S.Y. Replacement of concrete lead/
sidewalks and wheelchair ramps;
Per square yard
�oR�-y S� v�-.J Dollars
And � o Cents
100 L.F. Sag Adjustment for Pipe
Enlargement Method;
Per linear foot
t= � F-►-7 E�G HT Dollars
And �o Cents
200 L.F. Bermuda Grass Solid Sodding;
Per linear foot
�° � v � Dollars
o�
B1-6
o�o
$ 33 —
$ j S�
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$ 58 -'
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$ 3 Z, lvq ��
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$ I , gSo�o
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$ Z�3 So�`�
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C�-
ADDENDUM NO. 1
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And � o Cents
200 L.F. 6" Depth Topsdil;
Per linear foot
o►�+,t Dollars
And r � ��rf Cents
9 V.F. Interior Protective Coating on
Manhole;
Per vertic"a�l foot
�'Tl/V b ,tic��t p,er�
S.xr� �� YE' Dollars
And �o Cents
0.5 Tons D.I.P. Fittings;
Per ton
���r -r.�/o� s a-,�,d
��� �vn02� Do(lars
And oc/o Cents
n UNIT 1- BID TOTAL AMOUNT BID:
1.,�1
(TRANSFER TOTAL TO PAGE B-SUMMARY)
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$ i ��
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ADDENDUM NO. 1
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*CITY APPROVED PRODUCT AND **APPROVED METHOD FORM
*CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED AND PROVIDE
GENERIC/TRADE NAME:
STANDARD SPEC.
NO.
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E1-31
E7-25
E1-27
E1-28
SPEC.
4" thru 30"
4" thru 15"
4" thru 15"
18" thru 27"
E100-2 18" thru 48"
Consult the City of Fort Worth, Texas Standard Product List to obtain the Generic/Trade Name and
the Manufacturer for the pipes listed above.
**CONTRACTOR SHALL SELECT PIPE ENLARGEMENT METHOD TO BE USED
AND PROVIDE NAME OF SUBCONTRACTOR FOR INSTALLATION:
X� PIM Method
/ ' Name of Subcontractor if Applicable
T.R.S. System
McConnell Method
Expanded System
Name of Subcontractor if Applicable
Name of Subcontractor if Applicable
Name of Subcontractor if Applicabie
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.
B�-s
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PART B - PROPOSAL
Within ten (10) days after notification bjr 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 �dditional work caused thereby.
The undersigned bidder certifies that he has been furnished at least one set of the General Contract
Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he
has read and thoroughly understands all the requirements and conditions of those General Documents and
the specific Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractors, or employment agency in either furnishing or referring employee applicants to
the undersigned are not discriminated against as prohibited by 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
Non resident bidders in the State of , our principal place of business, are required to
be percent lower than resident bidders by state law. A copy of the statue is attached.
Non resident bidders in the State of , our principal or majority owner is in the State of
Texas.
� B. 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 exer�� ption pursuant to the provisions o Article
20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. Ahl equipment and materials not consumed
by or incorporated into the project construction, are subject to Statei sales taxes undder House Bill 11, enacted
August 15, 1992. The successful Bidder shall be required to complete the attached Statement of Materials
and Other Charges at the time of executing this contract. ,
The Bidder agrees to begin construction within ten (10) calendarl days after issue of the work order, and to
complete the contract within: ,
UNIT 1 - Ninety (90) days
after the beginning of construction as set forth in the written order� to be furnished by the Owner. This project
is included in the Administrative Order issued by the U.S. Envirp nmental Protection Agency, and contract
completion within the above stipulated contract time will be stric#ly enforced.
B1-9
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I(we) acknowledge 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 f he foregoing bid:
Addendum No. 1. (Initials)� Respectfully subm'
Addendum No. 2. (Initials�
Addendum No. 3. (Initials) By: '
Addendum No. 4. (Initials)
Title: �
`N ���I�.Y�,� C�
Address: �� N, � � f(,� St .
��tiT ctio�-7'� � r� �
(SEAL)
Date: � +� � 1
Telephone: �4� � .. (Q 2`�—�3 �'
B1-10
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UNIT 2 CONSTRUCTION
City of Fort Wort� � i o r
Minority and Women 6usiness Ei�#�r:�.�$�3��iifications
SPECIAL INSTRUCTIONS`��0� BI��R3�
APPLICATION OF POLICY
�If the total dollar value of the cont[act is $25,000 or more, the M/WBE goal is applicable. If the total dollar
value of the contract is less'than $25,000, the MMIBE goal is not applicable, -
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services directly or indirectly to the City.
M/WBE PROJECT GOALS
The City's MBE/WBE goal on this project is 14% of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On Ciry cont�acts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal, or;
2. Good Faith Effort documentation, or;
3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form:
2. Prime Contractor Waiver Form:
3. Good Faith Effort Form:
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
�FAILURE TO COMPLY WI7H 7HE C1TY'S M/WBE ORDINANCE, WILL RESULT IN 7HE BID BEING ,�
; CONSIDERED:NON-RESPONSII/E:TO SPECIFICATIONS. ' �> e
Any questions, please contact the M/WBE Office at (817) 871-6104.
�,,,. M207R
: PART 6 - UNIT 2
Rev. 6/2/98
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ATTACHMENT 1A
D:. ;' T 0 r Page 1 of 2
City of Fort Worth� k� ► �
Minori ty an d Women 6usiness En ter p��� s i�y�` p i��� f'� c� a ti o n s
*� MBE/WBE UTILIZA�f�� 15 P(� 3 39
j ���.c. - .91,��,trT �.+�s��.���.� 7�s�99
PRIME COMPANY NAME BID DATE
%�J.9�.✓ Zc3 7.e �'i.et� vrJ.S ; �u�/:.c��-T 3 �LTIv �r/r �-�
��° PROJECT NAME � PROJECT NUMBER
` I CITY'S M/WBE PROJECT GOAL: 14%
I NUWBE PERCENTAGE ACHIEVED:
� Failure to complete this form, in its entirety with supporting documentation, and received by the Mana'ging Department'
on or`before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,-will result in the bid
being considered non-responsive to bid specifications.
� The undersigned bidder agrees to enter into a formal agreement with the MBE and/ar WBE firms for work I�sted in this
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
�'� misrepresentation of fac#s is grounds for considera#ion of disqualification and will result in the-bid being considered'
�
non-responsive to specifications:
�
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Company Name, Contact Name, Certified J.
Address, and'Telephone No.
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.�'`,� _S� .�u/Jd�/� .
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�s �:�,� �
�"' ; �"v u.=3s� T-.r 7G z�9
u-�� f�i7-�7'o7b'3
'��, 'T�ewc.,�r..G('
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. S�d�,u�
:,,,�p / 4 �.dA.iZ
; ,�% t.�v.�r�l, �-.r 7 G /il
j�3 Y'- 7/ S/
.« �T�c.G�� EA�7z/ ���c�.�
�,_ ' �[,,5b✓ T�LK r�G
; �/,�v0 /Y! t�5°/�� C�� l/c'�
"' �Vft.c'33 , •TX� %���
X
��
�/,4u� ;.cG ai�
� sP� /s
✓�9n/O/Q'�a�t �
/
Doltar Amount
Z� l UC� ��
�o� % % � �
�,c�
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r��i M/WBEs must be located in tkie:9 (nlne) counry marketplace.ot currently tloing buslness in the marketplace at the time of bid:,; ��,� ���;� �,, ����f;'��
;�_�
�(") Specity aU areas in which MWBE's are to be utilized and/or items to be supplied: ` ' � s'� r� �-���
�(`) A colnplete )isting of���items to-be supplied is�xequired��in order_to receiYe credi� toward�the M/WBE goal {_,,,.�;.�.,fi ,:� �� y.�;, *.. ..�� ��
r
('") Identify each 7ier ievel; Tier: Means the devet of subcontracting below the prime contractorfconsultant, i.e:; a direct payment
I from theprime cantractor to a subcontractor is considered 1�'tier, a payment by a subcontractor to
� its supplier is corasidered 2"d tier.
Specify All Contracting Specify All Items to be
Scope af Work (*) Supplied(') ,�;
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�iP�.��� ��..�
/��3•�i10t-r3 1
�,,, THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 6/?J98
� M207R Pages 1 and 2 of Attachment 1A must be received by the Managing Department
- PART 6 — UNIT 2
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City of Fort Worth
Minority and Women Husiness Enterprise Specifications
MBE/WBE UTILIZATION
ATTACHMENT 1A
Page 2 of 2
Company Name, Contact Name, Certified Specify All Contracting Specify All ltems to be - Dollar Amount '
�� Address, and Telephone No. , d .-:- Scope of Work (*) Supplied{*) ,�,
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,�+i�7.vu�r�Y��✓ �GDGJ�
f�i7-y�7�.�Y�s'
� I ,�.i , ��►ny i�9�,�
s'�1r ,e�e� c,. ,�'.
�P o. ,l3a.0 36 �
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I�i7 - 5�7.3 - f'.3-�3—
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The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding
actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that
�- will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or
employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the
contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal,
State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material
breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work
...for a period of time not less than one (1) year.
,.:. AL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
;r; s �y ,r
� ��L,�L �.���f�.Cs'? ,/,��('9�`�yC�L--�`.7 /_�i, /`�•�iG .�
f �
Authorized Signature Printed Signature
�7"%Ci'� C L'� { ���L.^il G- ./,:'_
�;Title Contact Name and Title (if different)
.���.>_�c,, -- /9��s' �'� i �' : �,s's i .
�Company Name
? c> / � t. .� `; ,�'�.� v 'S` ✓
�-- ,
�Address
� ✓�. �.�..,�'�i' 1 � � j .�C,'% �7 �; d �.'�-
City/State2ip Code
��Jl 7 - C3 � �" �'.�' J%
Telephone Number (s)
�$✓' � " +d � '� _ �� `f ��
Fax Numbe
7/ �.�J���
Date
���r�
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
� OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 6/2/98
iV1207R Pages 1 and 2 of Attachment 1A must be received by the Managing Department
PART 6 — UNIT 2
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Unit 2 - DOE # 2369
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTiTY BID PRICES IN WORDS PRICE AMOUNT
(Fumish and install, including all appurtenant work, complete in place, the following items):
1. 3,515 L.F. Pre-Construction Cleaning
and N Inspection;
Per linear foot
2.
3.
Q
5.
�rw�.,�Ty �/��T- Dollars
.sa
And �'i�y Cents $ �S � $ S, 9 � � —
*,** Contractor must complete City approved product and method form on Page B2-6
62-1
ADDENDUM NO. 1
•::
495 L.F
2,032 L.F
00
$ �-1, 66 �, .—
$ �zd, Z9s�
And /✓o Cents $�/ �� $ 8 3, 3 i Z��
315 L.F. 8" Class 51 Ductile Iron Pipe
(All Depths);
Per linear foot
�"� a Dollars
And � � �y Cents
*8" Sanitary Sewer Pipe by Open
Cut (all depths);
Per linear foot
�'w��-�-y �i4yr pollars
And e�lo Cents
''*6" to 8" Sanitary Sewer Pipe by
Pipe Enlargement Method;
Per linear foot
i-o �-t-y o�l � Dollars
And n�o Cents
**8" to 8" Sanitary Sewer Pipe by
Pipe Enlargement Method;
Per linear foot
���1 c�^� � Dollars
_�- � __._-� 8� -� �`7so
00
� �8 �
$ � I ac
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10.
766 L.F. *4" PVC Sanitary Sewer Service
Line;
Per linear foot
S�u��/ Dollars
And �o � Cents
13 EA. 4" Sanitary Sewer Service Cleanout;
Per each �,.
p.�/F' ,yv,yt�>z�
��v�vTy �'. ��' Dollars
And �✓o Cents
13 EA. 4" Sanitary Sewer Service Tap;
Per each
�'o�z ,�l�o2c=�
���Ty Dollars
And �/a Cents
9 EA. Remove Existing Sanitary Sewer
Manhole;
Per each
Six ,�/vNo�e-c7�
f=��ry Dollars
And �o Cents
8 EA. Construct Standard 4' Diameter
Manhole, 0'-6';
Per each
e�r✓�'7-11bus -A E/4.�.�1'
�=rw���?y �' � +�� Dollars
And i►lo Cents
� ���
�
$ i7S—
� �Sao�
� �s� �
$ � Z, Z5� o0
�
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$ Z, Z �S `—
� S �oa
,
$ �, �35� o0
$ I, 8 �— $ � 4, (�c��o
* Contractor must complete City a�roved product and method form on Page B2-6
82-2
ADDENDUM NO. 1
1
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12.
13.
14.
15.
16.
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13 V.F. Additional Depth for Standard 4'
Diameter Manhole exceeding 6';
Per vertical foot
o��,�/�.� o,e�
�� �F" Dollars
And �a Cents
2 EA. Construct Standard 4' Diameter
Drop Manhole, 0'-6';
Per each
� �/D '7�./ouS�P
S�✓t�� �vi�/O.�c'�.�
�-. �--r-y Dollars
And �/o Cents
8 V.F. Additional Depth for Standard 4'
Dia. Drop Manhole exceeding 6';
Per vertical foot
-7'�✓0 .�u�o.�� Dollars
And �� Cents
10 EA.
10 EA.
10 EA.
Water Tight Manhole Insert;
Per each
,�b,e�/ �'� ✓� Dollars
And �a Cents
Concrete Collar for Sanitary
Sewer Manhole; �
Per each
T «! o /,/u.✓n,e �
�'��%Y Dollars
And itlo Cents
Vacuum Test Manhole;
Per each
C'��� .�vi✓b2c�
-�-w�� �� �E" Dollars
And �r/a Cents
62-3
$ � vs�b $ 1, 3�� �o
aa o0
$ Z� 7So $ S, Soo
��
,, � �
� ys oa
.� � -
$ �Z�S�
$oa
l, �CX�
oa
� 5�.�a —
aa
� �, S�o
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� /, Z s� —
ADDENDUM NO. 1
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17.
:
6
19.
20.
21.
22
22 EA. Service reinstatement for pipe
enlargement method;
Per each
t o�,e. ,c��„�d���
F��y Dollars
And ,c/o Cents
853 L.F. Trench Safety System for
excavations in excess of five
feet deep;
Per linear foot
o�/� Dollars
And ��� ����" Cents
3,515 L.F. Post Construction T1/ Inspection;
Per linear foot
c��� Dollars
And `���' ��yF'Cents
992 L.F. Asphalt Pavement Repair per
Figure 2;
Per linear foot
�'d,�Ty ���l� Dollars
And ��F�i Cents
80 L.F. Asphalt Pavement Repair per
Figure 4;
Per linear foot
�
T'/'i,�-ry �� �� Dollars
And �%o Cents
200 L.F. 6" Depth Topsoil;
Per linear foot
—r�a�o Dollars
And �b Cents
B2-4
$ `rlSo o"
� � Zs
� � � s'
$ �9 `�
o�
� �—
$ ��
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ADDENDUM NO. 1
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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 properry 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 certifies 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
Q organization, subcontractors, or employment agency in either furnishing or referring employee applicants to
the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as
amended by City Ordinance No. 7400.
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(Complete A or B below, as applicable:)
A.
The principal place of business of our company is in the State of
Non resident bidders in the State of , our principal place of business, are required to
be percent lower than resident bidders by state law. A copy of the statue is attached.
Non resident bidders in the State of , our principal or majority owner is in the State of
Texas.
� B. 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 o 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 undder House Bill 11, enacted
August 15, 1992. The successful Bidder shall be required to complete the attached Statement of Materials
and Other Charges at the time of executing this contract.
The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order, and to
complete the contract within:
UNIT 2 - Ninety (90) days
after the beginning of construction as set forth in the written order to be furnished by the Owner. This project
is included in the Administrative Order issued by the U.S. Environmental Protection Agency, and contract
completion within the above stipulated contract time will be strictly enforced.
62-7
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I(we) acknowledge receipt of the followin� addenda to the plans and specifications, all of the provisions and
requirements of which have been taken into consideration in preparation he foregoing bid:
Addendum No. 1. (Initials)� Respectfully subm'
Addendum No. 2. (Initials� Q
Addendum No. 3. (Initials) By:
Addendum No. 4. (Initials)
/��' �u�G'��V `�Y►� � �� l'��r��� �
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(SEAL)
Date: �'— `� � s �
Title:
Address: Zo, yV,� - 2�l
�-d �- r,,,�r��- 7x � � � � G
Telephone: �y lr] — �0 2 �% �?,3 �j �
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23
24.
25.
26.
100 L.F. Replacem�nt of concrete curb
and gutter;
Per linear foot
�i�,���--� Dollars
And ts�c v�ry ,����Cents
50 L.F. Sag Adjustment for Pipe
Enlargement Method;
Per linear foot
�a�� Dollars
And No Cents
1 Tons D.I.P. Fittings;
Per ton
Tl��—� -�'-s/ovs.9-.�lv
�v�- ������ Dollars
And �c% Cents
10 V.F. ' Interior Protective Coating on
Manhole;
Per vertical foot
Tls�p L�u,�lo�c�
s�v�-�y ��,�� Dollars
And �a Cents
� �� 7s
,
� �4 bb
$ (� g>S�
00
� 2�� :
$ 3, S�oo"�� $ 3. �v�o `�'
ofl
$ Z.7S—'
UN1T 2- BID TOTAL AMOUNT BID: $ ��O, ZZ !�
,
(TRANSFER TOTAL TO PAGE B-SUMMARY)
B2-5
oa
$ �, 7� —
ADDENDUM NO. 1
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*CITY APPROVED PRdDUCT AND **APPROVED METHOD FORM
*CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED AND PROVIDE
GENERIClTRADE NAME:
STANDARD SPEC.
N0.
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E1-31
E1-25
E1-27
E1-28
SPEC.
4" thru 30"
4" thru 15"
4" thru 15"
18" thru 27"
E100-2 18" thru 48"
Consult the City of Fort Worth, Texas Standard Product List to obtain the Generic/Trade Name and
the Manufacturer for the pipes listed above.
"*CONTRACTOR SHALL SELECT PIPE ENLARGEMENT METHOD TO BE USED
AND PROVIDE NAME OF SUBCONTRACTOR FOR INSTALLATION:
�� PIM Method
Name of Subcontractor if Applicable
T.R.S. System
McConnell Method
Expanded System
Name of Subcontractor if Applicable
Name of Subcontractor if Applicable
Name of Subcontractor if Applicable
Failure to provide the information required above may result in rejection of bid as
non-responsive.
Only products or methods listed above will be allowed for use in this project. Any
substitution shall result in rejection of bid as non-responsive.
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PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
NOVEMBER, 1, 1987
TABLE OF CONTENTS
�.'
C1-1
C1-1.1
C1-1.2
C1-1.3
C1-1.4
C1-1.5
C1-1.6
C1-1.7
C1-1.8
C1-1.9
C1-1.10
C1-l.11
C1-1.12
C1-1.13
C1-1.14
C1-1.15
C1-1.16
C1-1.17
C1-1.18
C1-1.19
ci-i.2o
C1-1.21
C1-1.22
C1-1.23
C1-1.24
C1-1.25
C1-1.26
C1-1.27
C1-1.28
C1-1.29
C1-1.30
C1-1.31
C1-1.32
DEFINITIONS
Definition of Tezms
Contract Documents
Notice to Bidders
Proposal
Bidder
General Conditions
Special Conditions
Specif ications
Bond
Contract
Plans
City
City Council
Mayor
City Manager
City Attorney
Director of Public Works
Director, City Watez Department
Enqineer
Contractor
Sureties
The Work or Project
Working Day
Calendar Day
Legal Aoliday
Abbreviations
Change Order
Paved Streets and Alleys
Unpaved Streets and Alleys
City Streets
Roadway
Gravel Street
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
Cl-1
C1-1
C1-1
C1-1
C1-1
Cl-1
C1-1
Cl-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
(1)
(1)
(2)
(2)
(2)
(2)
(2)
t2)
(2)
(3)
(3)
t3)
l3)
(3)
(3)
(3)
(4)
(4)
(4)
(4)
(4)
(�)
t4)
(4)
(4)
(5)
(6)
(6)
(6)
(6)
(6)
(6)
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C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.1 Proposal Form
C2-2.2 Interpretntion of Quantities
C2-2.3 Examination of Contract Documents
and Site
C2-2.4 Submitting of Proposal
C2-2.5 Rejection of Proposals
C2-2.6 Bid Secuzity
(1)
C2-2 (1)
C2-2 (1)
C2-2 (2)
C2-2 (3)
C2-2 (3)
C2-2 t3)
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C2-2.7 Delivery of Proposal
C2-2.8 Withdrawing Proposals
C2-2.9 Telegraphic Modification of Proposals
C2-2.10 Public Opening of Proposal
C2-2.11 Irregular Proposals
C2-2.12 Disqualification of Bidders
C3-3
C3-3.1
C3-3.2
C3-3.3
C3-3.4
C3-3.5
C3-3.6
C3-3.7
C3-3.8
C3-3.9
C3-3.10
C3-3.11
C3-3.12
C3-3.13
C3-3.14
C3-3.15
C4-4
C4-4.1
C4-4.2
C4-4.3
C4-4.4
C4-4.5
C4-4.6
C4-4.7
CS-5
CS-5.1
C5-5.2
CS-5.3
C5-5.4
C5-5.5
CS-5.6
C5-5.7
CS-5.8
CS-5.9
CS-5.10
CS-5.11
CS-5.12
CS-5.13
CS-5.14
C5-5.15
C5-5.16
CS-5.17
CS-5.18
AWARD AND EXECOTION OF DOCU[�NTS
Consideration of Proposals �
Minority Business Enterpise
Women-Owned Business Enterprise
compliance
Equal Employment Provisions
Withdrawal of Proposals
Award of Contract
Return of Proposal Securities
Bonds
Execution of Contract
Failure to Execute Contract
Beginning Work
Insurance
Contractor's Obligations
Weekly Payroll '
Contractor's Contract Administration
Venue
SCOPE OF WORR
Intent of Contract Documents
Special Provisions
Increased or Decreased Quantities
Alteration of Contract Documents
Extra Work
Schedule of Operations
Progress Schedules for Water and
Sewer Plant Facilities
CONTROL OF WORR AND MATERIALS
Authority of Engineer
Conformity with Plans
Coordination of Cor.�ract Documents
Cooperation of Contractor
�aerqency and/or Rectification Work
Field Office
Construction Stakes
Authority and Duties of Inspectors
Inspection
Removal of Defective and Unauthorized
Substitute Materials or Equipment
Samples and Tests of Materials
Storage of Materials
Existinq Structures and Otilities
Interruption of Service
Mutual Responsibility of Contractors
Cleanup
Final Inspection
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (5)
C3-3 (1)
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
(1l
(1)
(2)
(2)
(2)
(2)
(4)
(4)
(4)
(4)
(7)
(7)
t7)
(8)
C4-4 (1)
C4-4 (1)
C4-�4 (1)
C4-4 ( 2 )
C4-4 (2)
C4-4 ( 3 )
C4-4
CS-5
CS-5
CS-5
C5-5
C5-5
CS-5
CS-5
CS-5
CS-5
Work CS-5
C5-5
C5-5
CS-5
CS-5
CS-5
C5-5
CS-5
CS-5
(4)
(1)
(1)
(2)
(2)
(3)
(3)
(3)
(4)
(5)
(5)
(5)
(6)
(6)
(7)
(7)
(8)
(8)
(9)
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C6-6
C6-6.1
C6-6.2
C6-6.3
C6-6.4
C6-6.5
C6-6.6
C5-6.7
C6-6.8
C5-6.9
C6-6.10
C6-6.11
C6-6.12
C6-6.13
C6-6.14
C6-6.15
C6-6.16
C6-6.17
C6-6.18
C6-6.19
C6-6.20
C6-6.21
C7-7
C7-7.1
C7-7.2
C7-7.3
C7-7.4
C7-7.5
C7-7.6
C7-7.7
C7-7.8
C7-7.9
C7-7.10
C7-7.11
C7-7.12
C7-7.13
C7-7.14
C7-7.15
C7-7.16
C7-7.17
C8-8
C8-8.1
C8-8.2
LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
Laws to be Observed
Permits and Licenses
Patented Devices, Materials and Processes
Sanitary Provisions
Public Safety and Convenience
Privileges of Contractor in Streets,
Alleys, and Right-of-Wny
Railway Crossings
Barricades. Warnings and Watchmen
Use of Explosives, Drop Weight, etc.
Work Within Easements
Independent Contractor
Contractor's Responsibility for
Damage Claims
Contractor's Claim for Damaqes
Adjustment of Relocation of Public
Utilities, etc.
Temporary Sewer Dzain Connections
Arranqement and Charqes of Water
Furnished by City
Use of a Section of Portion of the Work
Contractor's Responsibility for Wozk
No Waiver of Legal Rights
Personal Liability of Public Officials
State Sales Tax
PROSECUTION AND PROGRESS
Subletting
Assignment of Contract
Prosecution of the Work
Limitations of Operations
Character of Workman and Equipment
Work Schedule
Time of Commencement and Completion
Extension of time of Completion
Delays
Time of Completion
Suspension by Court Order
Temporary Suspension
Termination of Contract due to
National Emergency
Suspension of Abandonment of the
Work and Annulment of Contract
Fulfillment of Contract
Termination for Convenience of the Onwer
Safety Methods and Practices
MEASUREMENT AND PAYMENT
Measurement of Quantities
Unit Prices
(3)
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
Cb-6
C6-6
C6-6
C6-6
C6-6
C6-6
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
G7-7
C7-7
C7-7
(1)
(1)
tl)
(2)
(2)
(3)
(4)
ca�
(5)
t6)
(8)
(8)
(10>
(10)
(10)
(11)
(11)
(11)
(12)
(12)
(12)
(1)
(1)
(1)
t2)
(2)
(3)
(4)
(4)
(4)
(5)
(6)
(6)
C7-7 (7)
C7-7 (7)
C7-7 (9)
C7-7 (10)
C7-7 (13)
C8-8 (1)
C8-8 (1)
C6-6.3
C8-8.4
C8-6.5
C8-8.6
C8-8.7
C8-8.8
C8-8.9
C8-8.10
C8-8.11
C8-8.12
CS-8.13
Lump Sum
Scope of Payment
Partial Estimates and Retainage
Withholding Payment
Final Acceptance
Final Payment
Adquacy of Desiqn
General Gunranty
Subsidiary Work
Miscellaneous Placement of Material
Record Documents
CS-8 (1)
C8-8 (1l
C8-8 (2)
C8-8 (3)
C8-8 (3)
C8-8 (3)
C8-8 (4)
C8-8 (4)
C8-8 (5)
C8-8 (5)
C8-8 (5)
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�ENER�L CONS'�'RUCT�OtJ NO�
1. Applicable desiqn and details shall conform to "General
Contract Documents and Specifications for Water Department
Pro�ects" (GCD) effective July 1,1978, with the latest
revisions.
2. All horizontal blockinq, cradle blockinq, and vertical
tie-down blockinq to be in accordance vith Fiq.(s) 9, 10, and
11 of the GCD.
3. Fire hydrants shall be located a minimum of 3'-0" behind the
face of curb per Fiq. 5 GCD.
4. �►11 qate valve installations for sizes up to 12" are to be per
Fiq. 3 GCD and sizes 16" and larqer Fiq. 4 GCD.
5. The proposed water and/or sewer mains at times will be laid
close to other existinq utilities and structures both above
and below the qround. The contractor shall make necessary
provisions for the support and protection of all utility
poles, fences, trees, shrubs, qas mains, telephone cables,
cables, drainaqe pipes, utility services, and all other
utilities and structures both above and below the qround
during construction. It is the contractor's responsibility
notify all utility owners prior to any construction in the
area and verify the actual location of all buried utilities
that may or may not be shown on the plans. The contractor
shall preserve and protect all underground and overhead
ir�1
to
facilities and be responsible for any damage he may cause to
� them.
� The Contractor shall contact the following @ least 48 hours
prior to excavating at each location:
� Fort Worth Water Department
Lone Star Gas Company
Texas Utility Service Company
Southwestern Bell Telephone Company
�' Western Union Cable Division
. Sammons Cable T.V.
871-8306
Metro (�14) 263-3444
336-2328
Enterprise 9800
(214) 939-1930
737-4731
-, 6. Contractor-shall verify the elevation, configuration, and
� _ anqulation of existinc� line prior to construction of tie-in
materials. Such verification shall be considered as subsidiary
cost of project and no additional compensation will be
{� allowed.
Elevation adjustments at connections may be made with bends,
offsets, or joint deflections. All nonstandard bends shall be
�,,, made usinc� the closest standard M.J. fittings with the
required �oint deflections.(deflections not to exceed
- manufacturer's recommended deflection per joint)
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7. Contractor shall keep at least one lane of traffic open at all
times durinq construction and access to all places of business
and residence at all times.(reference C6-6.5 GCD)
8. No excavated materials, backfill materials, equipment, or
supplies shall be stored vithin floodways or drainage
easements.(reference C6-6.6 GCD)
'? 9. Trenches which lay outside existing or future �avements shall
�� be backfilled above the top oi the embedment with Type "C"
backfill material. When Type "C" backfill material is not
�" suitnble, at the direction of the Engineer, Type "B" material
shall be used. All backtill material shall be compacted to a
minimum of 90� proctor density by means of tampinq only.
Trenches which cross under existinq or future pavement shall
be backfilled per Fiq. "A" with 95� proctor density by
� jettinq, tampinq, or a combination of such methods.
�lO.Rim elevations of the proposed sanitarX sewer manholes in
' repaved streets are shown as final finished qrades in these
plans. TheX shall be constructed to 15" below final finished
grade by utility contractor and adjusted by pavinq contractor
in accordance with Fiq. M of the special contract documents.
�"y' Manhole inserts and concrete collars shall be installed where
indicated on the plans pez E-100-4 and Fiq. 121 of the special
contract documents respectively. Standard four foot diameter
�manholes shall be in accordance with section E2A, Fig. 103 and
' Fig. 104 GCD, standard four foot drop access manholes per Fiq.
107 GCD, and shallow manholes per Fiq. 106 GCD.
� 11.The to of the water lines shall be a minimum of 3'-6" below
P
the to� of the curb for 12" and smaller mains except where
� otherwise shown on these plans.
12.A11 water meters shall be placed or relocated 3'-0" behind the
� face of the proposed curb or as directed by the Engineer.
13.A11 existinq water services shall be replaced with 1" minimum
copper tubinq unless a larger size is indicated on the plans.
�"" Corporation stops shall be fully opened prior to trench
, backfill. Curb stops with lock wings shall be tested for full
flow when the system is pressure tested.
Extend 1" water services to those lots where no water services
have been extended to. Locate these services at normal
locations or as directed by the Engineer.
a.The normal location of water service lines shall be 5' east
or north of the center of the property frontage.
b.For 40' or less lot frontage, all water services shall be
placed 18" from the east or south property line.
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PART C - GENERAL CONDZTIONS
Cl-1 DEFINITZONS
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C1-1.1 DEFZNITIONS OF TERMS: Whenever in these Contract
Documents the followinq terms or pronouns in place of them are
!' used, the intent and meaninq shall be unclerstood and
interpreted as follows:
� C1-1.2 �qNTRACT DOCUMENTS: The Contract Documents are all of
the wri f.en and drawn documents, such as specifications,
bonds, addenda, plans, etc., which govern the terms and
performance of the contract. These are contained in the
4,► General Contract Documents ana the Special Contract Documents.
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SECTION C1-1 DEFINITIONS
a. GENERAL CONTRACT DOCUMENTS: The General Contract
Documents govern all Water Department Projects and
include the followinq items:
PART A- NOTICE TO BIDDERS (Sample)
PART B - PROPOSAL (Sample)
PART C - GENERAL CONDITIONS (CITY)
(Developer)
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
�
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
(Sample)
(Sample)
White
White
Canary Yellow
Brown
Green
E1-White
E2-Golden Rod
E2A-White
Blue
White
White
b. SPECIAL CONTRACT DOCOMENTS: The Special Contract
Documents are prepared for each specific project as
a supplement to the General Contract Documents and
include the following items:
`�
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PART A- NOTICE TO BIDDERS (Advertisement) Same as
above
PART B - PROPOSAL (Bid)
PART C - GENERAL CONDITIONS
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
PART H- PLANS (Usually bound separately)
Cl-1 (1)
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C1-1.3 NOTICE TO BIDDERS: All of the legal publications
either actually published in public advertising mediums or
furnished dizect to interested parties pertaining to the work
contemplated under the Contract Documents constitutes the
notice to bidders.
C1-1.4 PROPOSAL: The completed written and signed offer or
tender of a bidder to perform the work which the Owner desires
to have done, together with the bid security, constitutes the
Proposal, which becomes binding upon the Bidder when it is
officially received by the Owner, has been publicly opened and
read and not rejected by the Owner.
C1-1.5 BIDDER: Any person, persons, firm, partnership,
company, association, corporation, acting directly or through
a duly authorized representative, submitting a proposal for
performing the work contemplated under the Contract Documents,
constitutes a bidder.
C1-1.6 GENERAL CONDZTIONS: The General Conditions are the
usual construction ana contract requirements which govern the
performance of the work so that it will be carried on in
accordance with the customary procedure, the local statutes,
and requirements of the City of Fort Worth's charter and
promulgated ordinances.
Wherever
Conditions
precedence
there may be a conflict between the General
and Special Conditions, the latter shall take
and shall govern.
C1-1.7 SPECIAL CONDITIONS: Special conditions are the
specific requirements which are necessary for the particular
project covered by the Contract Documents and not specifically
covered in the General Conditions. When considered with the
General Conditions and other elements of the �ontract
Documents they provide the information which the Contractor
and Owner should have in order to gain a thorough knowledge of
the project.
C1-1.6 SPECIFICATIONS: The Specifications is that section or
part of t�e Contract Dacuments which sets f orth in detail the
requirements which must be met by all materials, construction,
workmanship, equipment and services in order to render a
completed and useful project. Whenever reference is made to
standard specifications, regulations, requirements, statutes,
etc., such referred to documents shall become a part of the
Contract Documents just as thouqh they were embodied therein.
C1-1.9 BOND: The bond or bonds are the written guarantee or
security furnished by the Contractor for the prompt and
C1-1 (2)
�
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faithful performance of the contract and include the
following:
a. Performance Bond
b. Payment Bond (see
c. Maintenance Bond
d. Proposal or Bid
to Bidders, Pazt
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(see paraqraph C3-3.7)
paragraph C3-3.7)
(see paraqraph C3-3.7)
Security (see Special Instructions
A and C2-2.6)
C1-1.10 CONTRACT: The Contrnct is the formal signed agreement
between t�e dwner and the Contzactor coverinq the mutual
understandinq of the two contracting parties about the project
to be completed under the Contract Docua►ents.
C1-1.11 PLANS: The plans are the drawinqs or reproductions
therefrom made by the Owner's representative showinq in detail
the location, dimension and position of the various elements
of the project, includinq such profiles, typical
cross-sections, layout diagrams, working drawings, preliminary
drawings and such supplemental drawings as the Owner may issue
to clarify other drawings or for the purpose of showing
changes in the work hereinafter authorized by the Owner. The
plans are usually bound separately from other parts of the
Contract Documents, but they are a part of the Contract
Documents just as though they were bound therein.
C1-1.12 CITY: The City of Fort Worth, Texas, a municipal
corporation, authorized and chartered under the Texas State
Statutes, acting by and through its governing body or its City
Manger, each of which is required by charter to perform
specific duties. Responsibility for final enforcement of
Contracts involving the City of Fort Worth is by Charter
vested in the City Manager. The terms City and Owner are
synonymous.
C1-1.13 CITY COUNCIL: The duly elected and qualified
governing body of the Citiy of Fort Worth, Texas.
C1-1.14 MAYOR: The officially elected Mayor, or in his
absence, the Mayor Pro tem of the City of Fort Worth, Texas.
C1-1.15 CITY MANAGER: The
City Manager of the City
�" authorized representative.
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officially appointed and authorized
of Fort Worth, Texas, or his duly
C1-1.16 CITY ATTORNEY: The officially appointed City Attorney
of the City of Fort Worth, Texas, or his duly authorized
representative.
C1-1 (3)
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C1-1.17 DIRECTOR OF PUBLIC WORRS: The duly appointed official
of the City o� Fort Worth, referred to in the Charter as the
City Engineer, or his duly authorized representative.
C1-1.18 DIRECTOR CITY WATER DEP�RTMENT: The duly appointed
Directoz of t�e �ity Water Depar ment of the City of Fort
Worth, Texas, or his duly authorized representative,
assistant, or agents. .
C1-1.19 ENGIN�ER: The Director of Public Works, the Director
of the Fort orth City Water Department, or their duly
authorized assistnnts, agents, engineers, inspectors, or
superintendents, acting within the scope of the particular
duties entrusted to them.
C1-1.20 CONTRACTOR: The person, persons, paztnership,
company, firm, association, or corporation, entering into a
contract with the Owner foz the execution of the work, acting
directly or through a duly authorized representative. A
sub-contractor is a person, firm, corporation, or others under
contract with the principal contractor, supplyinq labor and
materials or only labor, foz work at the site of the project.
C1-1.21 SURETIES,: The Corporate bodies which are bound by
such bonds are required with and for the Contractor. The
sureties engaged are to be fully responsible for the entire
and satisfactory fulfillment of the Contract and f or any and
all requirements as set forth in the Contract Documents and
approved changes therein.
C1-1.22 THE WORR OR PROJECT: The completed work contemplated
in and covered by the Contrgct Documents,�including but not
limited to the furnishing of all labor, materials, tools,
equipment, and incidentals necessary to produce a completed
and serviceable project.
C1-1.23 WORKING DAY: A working day is defined as a calendar
day, not includinq Saturdays, Sundays, and leqal holidays, in
which the weather or other conditions not under the control of
the Contractor permit the performance of the principal unit of
work for a period of not less than seven (7) hours between
7:00 a.m. and 6:00 p.m., with exceptions as permitted in
paragraph C7-7.6.
C1-1.24 CALENDAR DAYS: A calendar day is any day of the week
oz month, no days being excepted.
C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be
prescribed by the City Council of the City of Fort
observance by City employees as follows:
C1-1 (4)
observed as �
a.
Worth for
�
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2.
3.
4.
5.
6.
7.
6.
9.
New Year's Day January 1
M. L. Ring, Jr. Birthday Third Mondny in January
Memorial Day Last Monday in May
Independence Day July 4
Labor Day First Monday in September
Thanksgiving Day Fourth Thursday in November
Thanksgiving Friday Fourth Friday in November
Christmas Day December 25
Such other days in lieu of
holi8ays as the City Council
may determine
When one of the above named holidays or n special holiday is
declared by the City Council, falls on Saturday, the holiday
shall be observed on the preceding Friday or if it falls on
�" Sunday, it shall be observed on the following Monday, by those
employees working on working day operations. Employees
s working calendar day operations will consider the calendar
holiday as the holiday.
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C1-1.26 ABBREYIATIONS: Wherever the abbreviations defined
herein appear in Contract Documents, the intent and meaning
shall be as follows:
AASHTO - American Association of MGD
State flighway Tzansportation
Officials
ASCE - American Society of Civil
Engineers
LAW - In Accordance With
ASTM - American Society of
Testing Materials
AWWA - American Water Works
Association
ASA - Amezican Standards Association
HI - Hydraulic Institute
�" Asph. - Asphalt
Ave. - Avenue
Blvd. - Boulevard
CI - Cast Iron
� CL - Center Line
GI - Galvanized Iron
Lin. - Lineaz or Lineal
� lb. _ Pound
MH Manhole
Max. - Maximum
,
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C1-1 (5)
- Million Gallons Per
Day
CFS - Cubic Foot per
Second
Min. - Minimum
Mono.- Monolithic
$ - Percentum
R -� Radius
I.D. - Inside Diameter
O.D. - Outside
Diameter
Elev.- Elevation
F - Fahrenheit
C - Centiqrade
In. - Inch
Ft. - Foot
St. - Street
CY - Cubic Yard
Yd. - Yard
SY - Square Yard
L.F. - Linear Foot
D.I. - Ductile Izon
C1-1.27 CHANGE ORDER: A"Change Order" is a written
supplemental agreement between the Owner and the Contractor
covering some added or deducted item or feature which may be
found necessary and which was not specifically included in the
scope of the project on which bids were submitted. Inczease
in unit quantities stated in the proposal are not the subject
matter of a Change Order unless the increase or deczease is
more than 258 of the amount of the particular item or items in
the original proposal.
All "Change Orders" shall be prepared by the City from
information as necessary furnished by the Contractor.
C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley
shall be defined as a street or alley having one of the
following types of wearing surfaces applied over the natural
unimproved surface:
1. Any type of asphaltic concrete with or without
separate base material.
2. Any type of asphalt surface treatment, not
including an oiled surface, with or without
separate base material.
3. Brick, with or without separate base material.
4. Concrete, with or without separate base material.
5. Any combination of the above.
C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street,.alley,
roadway or other surface is any area except those defined
above for "Paved Streets and Alleys."
C1-1.30 CITY STREETS: A city street is defined as that area
between the right-o�-way lines as the street is dedicated.
C1-1.31 ROADWAY: The roadway is defined as the area between
parallel lines two (2') feet back of the curb lines-or four
(4') feet back of the average edge of pavement where no curb
exists.
C1-1.32 GRAVEL STREET: A gravel street is any unpaved street
to which has been added one or more applications of gravel or
similar matezial other than the natural material found on the
street surface before any improvement was made.
C1-1 (6)
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SECTION C - GENERAL CONDITIONS
C2-2 INTERPRETATION AND
PREPARATION OF PROPOSAL
SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL
L� �
C2-2.1 �R�POSAL FORM: The Owner will furnish bidders with
proposa 'orm, which will contain an itemized list of the
items of work to be done or materials to be furnished and upon
which bid prices are requested. The Proposal form will stnte
the Bidder's general understandinq of the project to be
� completed, provide a space f or f urnishinq the amount of bid
security, and state the basis for enterinq into a formal
contract. The Owner will furnish forms for the Bidder's
"Experience Record," "Equipment Schedule," and "Financial
� Statement," all of which must be properly executed and filed
with the Director of the City Water Department one week prior
� to the hour for openinq of bids,.
'�' The financial statement required shall have been prepared by
an independent certified public accountant or an independent
� public accountant holdinq a valid permit issued by an
appropriate state licensing agency, and shall have been so
prepared as to reflect the current financial status. This
statement must be current and not more than one (1) year old.
� In the case that a bidding date falls within the time a new
statement is beinq prepared, the previous statement shall be
updated by proper verification. Liquid assets in the amount
➢ of ten (10$) percent of the estimated pzoject cost will be
required.
For an experience record to be considered to be acceptable for
a qiven project, it must reflect the experience of the firm
seeking qualification in work of both the same nature and
maqnitude as that of the project for which bids are to be
1� zeceived, and such experience must have been on projects
completed not more than five (5) years prior to the date on
which are to be received. The Director of the Wnter
�' department shall be sole judqe as to the acceptability of
experience for qualification to bid on any Fort Worth Water
Department project.
� The prospective bidder shall schedule the equipment he has
available for the project and state that he will rent such
additional equipment as may be required to complete the
� project on which he submits a bid.
C2-2.2 INTERPRETATION OF gUANTITIES• The quantities of work
and materials to be furnished as may be listed in the proposal
�.
C2-2fll
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forms or other parts of the Contract Documents will be
considered as approximate only and will be used for the
purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work
performed or materials furnished in strict accordance with the
Contract Documents and Plans. The quantities of work to be
performed and materials to be furnished may b.e increased or
decreased as hereinafter provided, without in any way
invalidating the unit prices bid or any other requirements of
the Ccntract�Documents.
C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJE�T:
Bidders are advised that the Contract Documents on file with
the Owner shnll constitute all�of the information which the
Owner will furnish. Al1 additional information and data which
the owner will supply after promulgation of the formal
contract documents shall be issued in the form of written
addenda and shall become part of the Contract Documents just
as thouqh such addenda were actually written into the original
Contract Documents.
Bidders are required, prior to the filing of proposal, to read
and become familiar with the Contzact Documents, to visi,t the
site of the project and examine cazefully all local
conditions, to inform themselves by their own independent
research and investigations, tests, boring, and by such other
means as may be necessary to gain a complete knowledge of the
conditicns which will be encountered durinq the construction
of the project. They must judge for themselves the
difficulties of the work and all attending cizcumstances
affecting the cost of doing the work or the time required for
its completion, and obtain all information required to make an
intelligent proposal. No information given by the Owner or
any representative of the Owner other than that contained in
the Contract Documents and officinlly promulgated addenda
thereto, shall be bindinq upon the Owner. Bidders shall rely
exclusively and solely upon their own estimates,
investigation, research, tests, explorations, and other data
which are necessary for full and complete information upon
which the proposal is to be based. It is mutually aqreed that
the submission of a proposal is prima-f acie evidence that the
bidder has made the investigations, examinations and tests
herein required. Claims for additional compensation due to
variations between conditions actually encountered in
construction and as indicated in the Contract Documents will
not be allowed.
The logs of Soil Borinqs, if any, showinq on the plans are for
general information only and may not be correct. Neither the
C2-2(2)
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Owner nor the Engineer quarnntee that the data shown is
�"' zepresentative of conditions which actuslly exist.
C2-2.4 SUBMITTING OF PRQPOSAL: The Bidder shall submit his
Proposal on the form furnished by the Owner. All blank spaces
� applicable to the project contained in the form shall be
correctly filled in and the Bidder shall state the prices,
writte�n in ink in both words and numerals, for which he
proposes to do the work contemplated or furnishe the materials
required. All such prices shall be written legibly. In case
of discrepancy between the price written fn wozds and the
� price written in numerals, the price most advantaqeous to the
City shall govern.
If a proposal is submitted by an individual, his or her name
� must be siqned by him (her) or his (her) duly authorized agent.
If a proposal is submitted by a firm, association, oz
partnership, the name and address of each member must be
�'` given, and the proposal must be signed by a member of the
Er fizm, association, or partnership, or by a person duly
authorized. If a proposal is submitted by a company or
�^ corporation, the company or corporate name and business
address must be given, and the proposal signed by an official
or duly authorized agent. The corporate seal must be affixed.
Power of Attorney authorizing agents or others to sign
proposal must be properly certified and must be in writing and
"� submitted with the proposal.
�C2-2.5 REJECTIQN OF PROPOSALS: Pzoposals may be rejected if
� they show any al�eration of words or fig�res, additions not
called for, conditional or uncalled for alteznate bids,
� incomplete bids, erasures, or irregularities of any kind, or
contain unbalance value of any items. Proposal tendered or
delivered after the official time designated for receipt of
�, proposal shall be returned to the Bidder unopened.
C2-2.6 BID SECURITY: No proposal will be considered unless it
is accompanied by a"Proposal Security" of the character and
in the amount indicated in the "Notice to Bidders" and the
"Proposal." The Bid Security is required by the Owner as
evidence of good faith on the part of the Bidder, and by way
of a guaranty that if awarded the contract, the Bidder will
within the required time execute a formal contract and furnish
the required performance and other bonds. The bid security of
the three lowest bidders will be retained until the contract
is awarded or other disposition is made thereof. The bid
security of all other bidders may be returaed promptly aftez
the canvass of bids.
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C2-2(3)
,
C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered
unless it is delivered, accompanied by its pzoper Bid
Security, to the City Manager o� his representative in the
official place of business as set forth in the "Notice to
Bidders." It is the Bidder's sole responsibility to deliver
the proposal at the proper time to the proper place. The mere
fact that a proposal was dispatched will not be considered.
The Bidder must have the proposal actually delivered. Each
proposal shall be in a sealed envelope plainly marked with the
word "PROPOSAL," and the name or description of the project as
designated in the "Notice to Bidders." The envelope shall be
addressed to the City Manaqer, City Hall, Fort Worth, Texas.
C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with
the City Manager cannot be withdrawn prior to the time set f or
opening proposals. A request for non-consideration of a
proposal must be made in writinq, addzessed to the City
Manager, and filed with him prior to the time set for the
opening of prcposals. After all proposals not requested for
non-consideration are opened and publicly read aloud, the
proposals for which non-consideration requests have been
properly filed mBY, at the option of the Owner, be returned
unopened.
C2-2.9 TELEGRAPHIC MOpIFICATION OF PROPOS S: Any bidder may
modify his proposal by �,eieqraphic commun ca�ion at any time
prior to the time set for opening proposals, provided such
telegraphic communication is received by the City Manager
prior to the said proposal opening time, and provided furthez,
that the City Manaqer is satisfied that a written and duly
authenticated confirmation of such telegraphic couununication
over the signature of the bidder was mailed prior to the
pzoposal openinq time. If such confirmation is not received
within forty-eight (48) hours after the proposal openinq time,
no furthez consideration will be qiven to the proposal._
C2-2.10 PUBLIC OPENING OF PROPOSA�r Proposals which
properly filed and for which no Non-consideration
has been received will be publicly opened and rea�
the City Manager oz his authorized representative at
and place indicated in the "Notice to Bidders." All
which have been opened and read will remain on file
Owner until the contzact has been awarded. Bidder:
authorized representatives are invited to be presen
opening of bids.
have been
Request"
aloud by
the time
proposals
with the
or their
: f or the
C2- g 11 ZR gE�ULAR PR�POSALS: Proposals shall be considered as
bein "Irre u ar" if hey snow any omissions, alterations of
form, additions, or conditions not called for, unauthorized
alternate bids, or irreqularities of any kind. However, the
c�—zca�
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Owner reserves the riqht to waive any and all irregularities
�" and to make the award of the contract to the best interest of
, the City. Tendering a proposal after the closing hour is an
irregularity which cannot be waived.
C2-2.12 DISQOALIFICATION OF BIDDERS: Bidders may be
disqualifie� and their proposals not considered for any of,
but not limited to, the following reason:
� � a. Reasons for believing that collusion exists among
bidders.
� b. Reasonable grounds f or believing that any biddez is
, intezested in more than one proposal for work
contemplated.
c. The bidder being interested in nny litigation
against the Owner or where the Owner may have a
�" claim against cr be engaged in litigation against
the bidder.
�;
d. The bidder being in arrears on any existing contzact
or having defaulted on a previous contract.
e. The bidder havinq performed a prioz contract in an
�+ unsatisfactory manner.
f. Lack of competency as revealed by the financial
statement, expezience record, equipment schedule,
and such inquiries as the Owner may see fit to make.
� g. Uncompleted work which, in the judgment of the
Owner, will prevent or hinder the prompt completion
of additional work if awarded.
� h. The biddez not filing with the Owner, one week in
advance of the hour of the opening of proposals the
following:
C'9
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1. Financial Statement showing the financial
condition of the bidder as specified in Part
"A" - Special Instructions.
2. A current experience record showing especially
the projects of a nature similar to the one
under consideration, which have been
successfully completed by the Biddez.
3. An equipment schedule showing the equipment
the biddez has available for use on the
project.
The Bid Proposal of a bidder who, in the judgment of the
Engineer, is disqualified under the requizements stated
herein, shall be set aside and not opened.
C2-2(5)
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PART C - GENERAL CONDITIONS
C3-3 AWARD AND EXECOTION OF
DOCUMENTS
SECTION C3-3 AWARD AND EXECIITION OF DOCUMENTS:
� C3-3.1 CQNSIDER TION OF PROPOSALS: After pzoposals hnve been
opened and rea� a�ouci, the proposals will be tabulated on the
basis of the quoted prices, the quantities shown in the
�"° proposal, and the application of such formulas or other
methods of bringing items to a common basis as may be
established in the Contract Documents.
� The total obtained by taking the sum of the products of unit
prices quoted and the estimated quantities plus any lump sum
items nnd such other quoted amounts as may enter into the cost
'i of the completed project will be considered as the amount of
the bid.
Until the award of the contract is made by the Owner, the
right will be reserved to reject any or all proposals and
waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for
� the best interest of the Owner.
� ENTERPRISE COMPLIAN��SIN�o tractorPagrees �t E provi�e �os�wner,
upon request, complete and accurate information regarding
actual work performed by a Minority Business Enterprise (MBE)
and or a a Woman-owned Business Entezprise (WHE) on the
�, contract and the payment therefor. Contractor further aqrees,
upon request by Ownez, to allow and audit and/or an
examination of any books, records, or files in the possession
� of Contractor that will substantiate the actual work performed
by the MBE or WBE. Any material misrepresentation of any
nature will be qrounds for termination of the contract and for
� initiatinq any action under appropziate federal, state or
local laws and ordinances relatinq to false statements;
further, any such misrepresentation may be qrounds for
disqualification of Contractoz at Owner's discretion for
�,,,, biddinq on future Contracts with the Owner f or a period of
time of not less than six (6) months.
C3-3.3 E�UAL EMPL�YMENT PROVISIONS: The Contractor shall
comply wi h Current ity Ordinance proi�ibiting discrimination
in employment practices.
�
C3-3 (1)
,,
The Contractor shall post the required notice to that effect
on the project site, and, at his request, will be provided
assistance by the City of Fort Worth's Equal Employment
Officez who will refer any qualified applicant he may have on
file in his office to the Contrnctor. Approprinte notices may
be acquired from the Equal Employment Officer.
C3-3.4 WITHDRAWAL OF PRO�OSALS: After a proposal has been
read by the Owner it canno be withdrawn by the Bidder within
forty-five.(45) days after the date on which the proposals
were opened.
C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to
withholdfinal action on the proposals for a reasonable time,
not to exceed forty-five (45) days after the date of opening
proposals, and in no event will an award be made until after
investigations have been made as to the responsibility of the
proposed awardee.
The award of the contract, if an award is made, will be to the
lowest and best responsible bidder.
The award of the contract shall not become effective until the
Owner has notified the Contractor in writinq of such award.
C3-3.6 RETURN OF PROPOSAL SECQR�TIES: As soon as proposed
price totals have been determined or comparison of bids, the
Owner may, at its discretion, return the proposal security
which accompanied the proposals which, in its judgment, would
not be considered for the award. All other proposal
securities, usually those of the three lowest bidders, will be
retained by the Owner until the required contract has been
executed and bond furnished or the Owner has otherwise
disposed of the bids, after which they will be returned by the
City Secretary.
C3-3.7 BONDS: With the execution and delivery of the Contract
Documents, the Contractor shall furnish to, and file with the
Owner in the amounts herein required, the following bonds:
a. PERFORMANCE BOND: A good and sufficient
performance bond in an amount not less than 100
percent of the amount of the contract, as evidenced
by the proposal tabulation or otherwise,
guaranteeing the full and faithful execution of the
work and performance of the contract, and for the
protection of the Owner and all other persons
against damage by reason of neqligence of the
Contractor, or improper execution of the work or
the use of inferior materials. This performance
C3-3 (2)
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bond shall guarantee the payment for all labor,
�"" matezials, equipment, supplies, and services used
in the construction of the work, and shall remain
in full force and effect until provisions as above
stipulated are accomplished and final payment is
�
made on the project by the City.
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b. MAINTENANCE BOND: A good and sufficient
maintenance bond, in the amount of not less than
100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise,
guaranteeing the prompt, full and faithful
performance of the general guaranty which is set
forth in paragraph CS-8.10.
c. PAYMENT BOND: A good and sufficient payment bond,
in an amount not less than 100 percent of the
amount of the contract, as evidenced.by the
proposal tabulation or otherwise, guaranteeinq the
prompt, full and faithful payment of all claimants
as defined in Article 5160, Revised Civil Statutes
of Texas, 1925, as amended by House Bill 344 Acts
56th Legislature, Reqular Session, 1959, effective
April 27, 1959, and/or the latest version thereof,
supplying labor and materials in the prosecution of
the work provided for in the contract being
constructed under these specifications. Payment
Bond shall remain in force until all payments as
above stipulated are made.
d. OTBER BONDS: Such other bonds as may be required
by �hese Contract Documents shall be furnished by
the Contractor.
No sureties will be accepted by the Owner which are at the
� time in default or delinquent on any bonds or which aze
interested in any litigation against the owner. All bonds
shall be made on the forms furnished by the Owner and shall be
�'" executed by an approved surety company doing business in the
City of Fort Worth, Texas, and which is acceptable to the
owner. In order to be acceptable, the name of the surety
shall be included on the curzent D.S. Treasury list of
,� acceptable sureties, and the amount of bond written by any one
acceptable company shall not exceed the amount ahown on the
Treasury list for that company. Each bond shall be properly
� executed by both the Contractor and Surety Company.
Should any surety on th
at any time by the Owner,
to that effect and the
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e contract be determined unsatisfactory
notice will be given the Contractor
Contractor shall immediately provide a
C3-3 (3)
new surety satisfactory to the Owner. No payment will be made
under the contract until the new surety or sureties, as
required, have qualified and have been accepted by the Owner.
The contract shall not be operative nor will any payments be
due or paid until approval of the bonds by the Owner.
C3-3.8 EXECUTION OF �ONTRACT: Within ten (10) days aftez the
Owner has by appropria e resoluticn, or othezwise, awarded the
contract, the Contractor shall execute and file with the Owner
the Contract and such bonds as may be required in the Contract
Documents.
No contract shall be binding upon the ownez until it has been
attested by the City Secretary, approved as to form and
legality by the City Attorney, and executed for the Owner by
either the Mayor or City Manager.
C3-3.9 FAILIIRE TO EXECUTE CONTRACT: The failure of the
Awardee to execute the required bond or bonds or to sign the
required contract within ten (10) days after the contract is
awarded shall be considered by the Owner as an abandonment of
his proposal, and the Ownez may annul the Award. By reason of
the uncertainty of the market prices of material and labor,
and it beinq impracticable and difficult to accurately
determine the amount of damages occuring to the Owner by
reason of said awardee's failure to execute said bonds and
contract within ten (10) days, the proposal security
accompanying the proposal shall be the agreed amount of
damages which Owner will suffer by reason of such failure on
the part of the Awardee and shall thereupon immediately be
forfeited to the Owner.
The filing of a proposal will be considered as an acceptance
of this provision by the Bidder.
C3-3.10 BEGINNZNG WORR: The Contractor shall not commence
work until authozized�in writing to do sa by the Owner.
Should the Contractor fail to commence work at the site of the
project within the time stipulated in the written
authorization usually termed the "Work Order" or "Proceed
Order", it is agreed that the Surety Company will, within ten
(10) days after the �ommencement date set forth in such
written authorization, commence the physical execution of the
contract.
C3-3.11 INSURANCE: The Contractor shall not commence work
under this contract until he has obtained all the insurance
required under the Contract Documents, and such insurance has
been approved by the Ownez. The prime Contractor shall be
responsible for delivering to the Owner the sub-contractors'
C3-3 (4)
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certificate of insurance for approval. The prime contractor
shall indicate on the certificate of insurance included in the
� documents for execution whether or not his insurance covers
sub-contractozs. It is the intention of the Owner that the
, insurance coverage required herein ehall include the coverage
, of all sub-contractors.
a. CO�iP�N�SATION �NSOgANCE; The Contractor shall
main ain, during the life of this con.tzact,
� Workers' Compensation Insurance on all of his
employees to be enqaged in work on the project
�, under this contract, and for all sub-contractors.
In case any class of employees engaqed in hazardous
work on the project under this contract is not
protected under the Workers' Compensation Statute,
the Contractor shnll provide adequate employer's
�. general liability insurance f or the protection of
such of his employees aot so protected.
� b. COM�RE$ENS�V� GENERAL LIABILITY INSURANCE: The
Con racf.or s a 1 procure and shall maintain during
�the life of this contract Contractor's
' Comprehensive General Lfability Insurance (Public
Liability and Property Damage Insurance) in an
amount not less than $500,000 covering each
� occurrence on account of bodily fnjury, including
death, and in an amount not less thnn 5500,000
covering each occurrence on account of property
� damaqe with $2,000,000 umbrella policy coverage.
c. ADDITIONAL LIABILITY: The Contractor shall
furnish insurance as separate policies or by
; additional endorsement to one of the
above-mentioned policies, and in the amount as set
f orth for public liability and property damage, the
�" following insurance:
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1. Contingent Liability tcovers General
Contractor's Liability foz acts of
sub-contractors).
2. -Blastinq, prior to any blasting being done.
3. Collapse of buildings oz structures adjacent
to excavation (if excavations are to be
aerformed ad�acent to sameS.
4. Damage to underground utilities for $500,000.
C3-3 (5)
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5.
6.
Builder's risk (where above-qround structures
aze involved).
Contractual Liability (covers all
indemnification requirements of Contract).
d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
DAMAGE: The Contractor shall procure and maintain,
duzing the life of this Contract, Comprehensive•
Automobile Liability insurance in an amount not
less than $250,000 foz injuries including
accidental death to any one person and subject to
the same limit foz each person an amount not less
than $500,000 on account of one accident, and
automobile property damage insurance in an amount
not less than 5100,000.
e. SCOPE OF INSURANCE AND S�ECIAL HAZARD: The
insurance required under the a ove paragraphs shall
provide adequate protection for the Contractor and
his sub-contractors, respectively, against damage
claims which may arise from operations under this
contract, whether such operations be by the insured
or by anyone directly or fndirectly employed by
him, and also against any of the f ollowing special
hazards which may be encountered in the performance
of the Contract.
f. PROOF OF CARRIAGE OF INSURANCE: The Contractor
shall furnish the Owner with satisfactory proof of
coveraqe by insurance required in these Contract
Documents in amounts and by carriers satisfactory
to the Owner. (Sample attached.) All insurance
requirements made upon the Contractor shall apply
to t.he sub-contractor, should the Prime
Contractor's insurance not cover the
sub-contractor's work operations.
g. LOCAL AGENT FOR INSORANCE AND BONDING: The '
insurance and bondinq companies with whom the
Contractor's insurance and performance, payment, �
maintenance and all such other bonds are written
shall be repzesented by an agent or agents having �
an office located within the city limits of the
�
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C3-3 (6) �
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City of Fort Worth, Tarrant County, Texas. Each
� such agent shall be a duly qualified, one upon whom
service of process may be had, and must have
authority and power to act on behalf of the
insurance and/or bonding company to negotiate and
settle with the City of Fort Worth, or any other
� claimant, any claims that the City of Fort Worth or
other claimant or any property owner who has been
�! damaqed, may have against the Contractor,
�j insurance, and/or bonding company. If the local
insurance representative is not so empowered by the
� insurance or boading companies, then such authority
must be vested in a local agent or claims officer
' residing in the Metroplex, the Fort Worth-Dallas
area. The name of the agent or agents shall be set
forth on all of such bonds and certificates of
�+ insurance.
� C3-3.12 CONT�tACTOR'S OBLIG�TION�: Onder the Contract, the
Contractor shall pay for a ma erials, labor and services
when due.
� C3-3.13 WEERLY PAYROLL: A certified copy of each payroll
covering payment of wages to all person engaged in work on the
project at the site of the project shall be furnished to the
� Owner's representative within seven (7) days after the close
of each payroll period. A copy or copies of the applicable
minimum wage rates as set forth in the Contract Documents
� shall be kept posted in a conspicuous place at the site of the
project at all times duzinq the course of the Contzact.
Copies of the wage rates will be furnished the Contractor, by
� the Owner; however, postinq and protection of the wage rates
shall be the responsibility of the Contractor.
C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor,
� whether a person, persons, partnership, company, firm,
association, corporation or other who is approved to do
business with and enters into a contract with the City for
� construction of watez and/or sanitary sewer facilities, will
have or shall establish a fully operational business office
within the Fort Worth-Dallas metropolitan area. The
Contractor shall-chazge, delegate, or assign this office (or
� _ he may deleqate his Project Superintendent> with full
authority to transact all business actions required in the
performance of the Contract. This local authority shall be
� made responsible to act for the Contractor in all matters
peztaining to the work governed by the Contract whether it be
administrative or otherwise and as such shall be empowered,
� thus delegated and directed, to settle all material, labor or
other expenditures, all claims against the work or any other
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C3-3 (7) '" ' .,..��:: :f�nr��:i
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matter associated such as maintaining adequate and appropriate
insurance or security coverage for the project. Such local
authority for administzation of the work under the Contract
shall be maintained until all business transactions executed
as part of the Contract are complete.
Should the Contractor's principal base of operations be other
than in the Fort Worth-Dallas metropolitan area, notification
of the Contractor's assignment of local authority shall be
made in writin.g�to the Enqineer in advance of any work on the
pzoject, all appropriately signed and sealed, as applicable,
by the Contractor's responsible officers with the
understanding that this written assignment of authority to a
local representative shall become part of the project Contract
as though bound directly into the project documents. The
intent of these requirements is that all matters associated
with the Contractor's administration, whether it be oriented
in furthering the work, or other, be governed direct by local
authority. This same requirement is imposed on insurance and
surety coveraqe. Should the Contractor's local representative
fail to perf orm to the satisfaction of Engineer, the Engineer,
at his sole discretion, may demand that such local
representative be replaced and the Engineer may, at his sole
discretion, stop all work until a new locnl authority
satisfactory to the Engineez is assigned. No credit of
working time will be for periods in which work stoppages are
in effect for this reason.
C3-3.15 VENUE: Venue of any action hereinunder shall be
exclusively in Tarrant County, Texas.
C3-3 (8)
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PART C - GENERAL CONDITZONS
C4-4 SCOPE OF WORR
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SECTION C4-4 SCOPE �F WORR
C4-4.1 INTENT OF CONTRACT DO�OMENTS: It is the definite
� intention of' these Contract ocuments to provide for a
complete, useful project which the Contractor undertakes to
construct or furnish, all in full compliance with the
�' requirements and intent of the Contract Documents. It is
definitely understood that the Contractor shall do all work as
provided for in the Contract Documents, shall do all extra or
special work as may be considered by the Owner as necessary to
� complete the project in a satisfactory and acceptable manner.
The Contractor shall, unless otherwise specifically stated in
these Contract Documents, furnish all labor, tools, materials,
� machinery, equipment, special services, and incidentals
necessary to the prosecution and completion of the project.
C4-4.2 SPECIAL PROVI�IONS: Should any work or conditions
which are no�. thorouq ly and satisfactorily stipulated or
covered by General or Special Conditions of these Contract
Documents be anticipated, or should there be any additional
proposed work which is not covezed by these Contract
Documents, then "Special Provisions" coverinq all such work
will be prepared by the Owner previous to the time of
receiving bids or proposals for such work and furnished to the
Bidder in the form of Addenda. All such "Special Provisions"
shall be considered to be a part of the Contract Documents
just as though they were originally written therein.
C4-4.3 INCREASED OR DECRE SED QUANTITIES: The Owner reserves
the right to alter the quan�ities of �he work to be performed
� or to extend or shorten the improvements at any time when and
as found to be necessary, and the Contzactor shall perf orm the
work as altered, increased or decreased at the unit prices.
� Such increased or decreased quantity shall not be more than 25
percent of the contemplated quantity of such item or items.
When such changes increase or decrease the original quantity
of any item or items of work to be done or materials to be
� furnished by the 25 percent or more, then either party to the
contract shall upon written request to the other party be
entitled to a zevised consideration upon that portion of the
� work above or below the 25 percent of the original quantity
stated in the proposal; such revised consideration to be
determined by special agreement or as hereinafter provided for
� "Extrn Work." No allowance will be made for any changes in
, anticipated profits nor shall such chanqes be considered as
�
C4-4 (1)
�
waiving or invalidating any conditions or provisions of the
Contract Documents.
Variations in quantities of sanitary sewer pipes in depth
categories, shall be interpreted herein as applying to the
overall quantities or sanitary sewer pipe in each pipe size,
but not to the various depth categories.
C4-4.4 ALTERATION OF ��N�RACT DOCUMENT$: By Change Order, the
Owner reserves the rig o make such changes in the Contract
Documents and in the character or quantities of the work as
may be necessary or desirable to insure completion in the most
satisfactory manner, provided such chanqes do not materially
alter the original Contract Documents or change the general
nature of the project as a whole. Such changes shall not be
considered as waiving or invalidating any condition or
provision of the Contract Documents.
C4-4.5 EXTRA WORR: Additional work mnde necessary by changes
and alterations of the Contract Documents or•of quantities or
for other reasons for which no prices are provided in the
Contract Documents, shall be defined as "Extrn Work" and shall
be performed by the Contractor in accordance with these
Contract Documents or approved additions thereto; provided,
however, that before any extra work is begun a"Change Order"
shall be executed or written ordez issued by the Owner to do
the work for payments or credits as shall be determined by one
or more combination of the following methods:
a.
b.
Unit bid price previously approved.
An agreed lump sum.
c. The actual reasonable cost of (1) labor, (2) rental
of equipment used on the extra wozk for the-time so
used at Associated General Contractors of America
current equipment rental rates; (3) materials
entering permanently into the project, and (4)
actual cost of insurance, bonds, and social
security as determined by the Owner, plus a fixed
fee t� be agreed upon but not to exceed 108 of the
actual cost of such extra work. The fixed fee is
not to include any additional profit to the
Contrnctor for rental of equipment owned by him and
used for the extra work. The fee shall be full and
complete compensation to cover the cost of
superintendence, overhead, other profit, general
and all other expense not included in (1), (2),
(3), and (4) above. The Contractor shall keep
accurate cost records on the form and in the method
C4-a (2)
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suggested by the Owner and shall give the Owner
� • access to all accounts, bills, vouchers, and
Y records relating to the Extrn Work.
-. No "Change Order" shall become effective until it has been
approved and signed by each of the Contracting pnrties.
�
No claim for Extra Work of .any kind
� ordered in writinq by the Owner.
instructions, either oral or written,
to involve Extra work for whic
� compensation, he shall make written
for written orders authorizinq such
' beginning such work.
will be allowed unless
In case any orders or
appear to the Contractor
h he should receive
request to the Enqineer
Extra Work, prior to
Should a difference arise as to whnt does or does not
� constitute Extra Work, or as to the payment thereof, and the
Engineer insists upon its performance, the Contractor shall
proceed with the work after makinq written request f or written
� orders and shall keep an accurate account of the actual
reasonable cost thereof as provided under method (Item C).
Claims for extra work will not be paid unless the Contractor
� shall file his claim with the Owner within five (5) days
before the time f or making the fizst estimate after such work
is done and unless the claim is supported by satisfactory
�j vouchers and certified payrolls coverinq all labor and
1� materials expended upon the said Extra Work.
The Contractor shall furnish the Owner such installation
records of all deviations from the oriqinal Contract Documents
as may be necessary to enable the Owner to prepare for
permanent record a corrected set of plans showing the actual
installation.
The compensation agreed upon for 'extra work' whether or not
�"! iniitiated by a'change order' shall be a full, comglete and
�„� final payment for all costs Contractor incurs as a result or
relating to the change or extza work, whether said costs are
� known, unknown, foreseen or unforeseen at that time, including
without limitation, any costs for delay, extended overhead,
' ripple oz impact cost, or any other effect on changed or
unchanged work ss a result or the chanqe or extra work.
� C4-4.6 SCHEDU�E OF OPERATIONS: Before commencing any work
under this con ract, the Contractor shall submit to the Owner
j'° and receive the Ownez's approval thereof, a"Schedule of
�,,; Operations," shcwing by a straight line method the date of
commencing and finishinq each of the major elements of the
� contract. There shall be also shown the estimated monthly
cost of work for which estimates are to be expected. There
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C4-4 (3)
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shall be presented also a composite graph showing the
anticipated progress of construction with the time being
plotted horizontally and the percentage of completion plotted
vertically. The progress charts shall be prepared on 8-1/2" x
11" sheets and at least five black or blue line prints shall
be furnished to the Owner.
C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER�PLANT
FACILITIES: Within ten (10) days pzior to submission of
first monthly progress payment, the Contractor shall
prepaze and submit to the Owner for approval six copies of
the schedule in which the Contr.actoz proposes to carry on
the work, the date of which he will start the several major
activities (including procurement of materials, plans, and
equipment) and the contemplated dates for completing the
same. The schedule shall be in the form of a time schedule
Critical Path Method (CPM) network diagram. As the work
progresses, the Contractor shall enter on the diagram the
actual progress at the end of each partial payment period
or at such intervals as directed by the Engineer. The
Contractor shall also revise the-schedule to reflect any
adjustments in contract time approved by the Engineer.
Three copies of the updated schedule shall be delivered at
such intervals as directed by the Owner.
As a minimum, the construction schedule shall incorpozate
all work elements and activities indicated in the proposal
and in the technical specifications.
Prior to the final drafting of the detailed construction
schedule, the Contractor shall review the draft schedule
with the Engineer to ensure the Contractor's understanding
of the contract requirements.
The following guidelines shall be adhered to in preparing
the construction schedule:
a. Milestone dates and final project completion
dates shall be developed to confozm to time
constraints, sequencing requirements and
comple�ion time.
b. The construction process shall be divided into
activities with time duzations of approximately
f ourteen (14) days and construction values not to
exceed $50,000. Fabrication, delivery and
submittal activities are exceptions to this
guideline.
C4-4 (4)
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c. Durations shall be in calendar days and normal
�! holidays and weather conditions over the duration
, of the contzact shall be accounted for within the
duration of each activity.
� d. One critical path shall be shown on the
ccnstruction schedule.
�e. Float time is defined as the amount of time
� between the earliest start date and the latest
start date of a chain of activities of the CPM
� construction schedule. Float time is not for the
' exclusive use or benefit of either the Contractor
` or the Owner.
f. Thirty days shall be used for submittal review
� unless otherwise specified.
�','S The construction schedule shall as a minimum be divided
�,,; into general categozies as indicated in the Proposal and
Technical Specifications and each general category shall be
� broken down into activities in enough detail to achieve
activities of approximately fourteen (14) days duration.
For each general category, the construction schedule shall
identify all trades or subcontracts whose work is
� represented by activities that follow the guidelines of
this Section.
�` For each of the trades or subcontracts, the construction
schedule shall indicate the following procurements,
� construction and preacceptance activities and events in
their logical sequence for equipment and materials.
1. Preparation and transmittal of submittals.
� 2. Submittal review periods.
�^ 3. Shop fabzication and delivery.
4. Erection or installation,
5. Transmittal of manufacturer's operation and
maintenance instructions.
6. Installed equipment and materials testing.
7. Owner's operator instruction (if applicable).
�
8. Final inspection.
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C4-Q (5)
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9. Operational testing. �
10. Final inspection. �
If, in the opinion of the Owner, work accomplished falls �
behind that scheduled, the Contractor shall take such
action as necessary to improve his progress. Zn addition, �
the Owner may require the Contractor to submit a revised
schedule demonstrating his program and proposed plan to
make up lag in scheduled progress and to insure completion �
of the work within the contract time. If the Owner finds
the proposed plan not acceptable, he may require the
Contractor to increase the work force, the construction
plant and equipment, the number of work shifts or the �
oveztime operations without additional cost to the Owner.
Failure of the Contractor to comply with these requirements �
shall be considered grounds foz determination by the Owner
that the Contractor is failing to prosecute the work with
such diligence as will insure its completion within the �
time specified.
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C4-4 (6)
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PART C - GENERAL CONDITIONS
CS-5 CONTROL OF WORR AND
MATERIALS
SECTION CS-5 CONTROL OF WORR AND MATERIALS
CS-5.1 �iDTHQ�tITY OF EN�INEER: The work shall be performed to
the satisfaction of the nq�neer and in strict compliance with
the Contraet Documents. Se shall decide all questions which
arise as to the quality and acceptability of materials
furnished, work performed,.rate of proqress of the work,
overall sequence of the construction, interpretation of the
Contract Documents, acceptable fulfillment o�f the contract,
compensation, mutual riqhts between Contractor and Owner under
these Contract Documents, supervision of the work, resumption
of operations, and all other questions or disputes which may
arise. Engineer will not be responsible for Contractor's
means, methods, techniques, sequences or procedures of
construction, or the safety precaution and programs incident
thereto, and he will not be responsible for Contractor's
failure to perform the work in accordance �ith the contract
docwaents .
He shall determine the amount and quality of the work
� completed and materials furnished, and his decisions and
estimates shall be final. Sis estimates in such event shall
r' be a condition to the right of the Contractor to receive money
L,, due him under the Contract. The Owner•shall have executive
authority to enforce and make effective such necessary
decisions and orders as the Contractor fails to carry out
� promptly.
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In the event of any dispute between the Engineer and
Contractor over the decision of the Engineer on any such
mattere, the Enqineer must, within a reasonable time, upon
written request of the Contzactor, render and deliver to both
the Owner and Contractor, a written decision on the matter in
controversy.
CS-5.2 CONFORMYTY WITH PLANS: The finiehed pzoject in all
cases shall conform with li�nes, grades, cross-sections,
finish, an8 dimensions shown on the plans or any other
requirements otherwise described in the Contract Documents.
Any deviation from the approved Contract Documents required by
the Engineer duzinq construction will in all cases be
determined by the Engineer and authorized by the Ownez by
Chanqe Order.
CS-5 (.1)
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CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract
Documents are made up of several sections, which, taken
together, are intended to describe and provide for a complete
and useful project, and any requirements appearing in one of
the sections is as bindinq as thougii it occurred in all
sections. In case of discrepancies, figured dimension shall
govern over scaled dimensions, plans shall qovezn over
specifications, special conditions shall govern over general
conditions and standard specifications, and quantfties shown
on the plans shall govern oveZ those shown in the proposal.
The Contractor shall not take advantage of any apparent error
or omission in the Contract Documents, and the Owner shall be
permitted to make such corrections oz interpretations as may
be deemed necessary for the fulfillment of the. intent of the
Contract Documents. In the event the Contractor discovers an
apparent error or discrepancy, he shall immediately call this
condition to the attention of the Engineer. In the event of a
conflict in the drawings, specifications, or other portions of
the Contract Documents which were not reported prior to the
award of Contract, the Contractor shall be deemed to have
quoted the most expensive resolution of the conflict.
CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be
fuznished with three sets of the Contract Documents and shall
have available on the site of the project at all times one set
of such Contract Documents.
The Contract shall give to the work the constant attention
necessary to facilitate the progress thereof and shall
cooperate with the Engineer, his inspector, and other
Contractors in every possible way.
The Contractor shall at all times have competent personnel
available to the project site for proper performance of the
work. The Contractor shall provide and maintain at all times
at the site of the project a competent, English-speaking
super:ntendent and ah assistant who are fully authorized to
act as the Contractoz's aqent on the work. Such
superintendent and his assistant shall be capable of reading
and understanding the Contract Documents and shall receive and
fulfill instzuctions from the Owner, the Engineer, oz his
authorized representatives. Pursuant to this responsibility
of the Contractor, the Contractor shall designate in writing
to the project superintendent, to act as the Contractor's
agent on the work. Such assistant project superintendent
shall be a zesident of Tarrant County, Texas and shall be
subject to call, as is the project Superintendent, at any time
of the day or niqht on any day of the week on which the
Engineer determines that circumstances require the presence on
the project site of a representative of the Contractor to
CS-5 (2)
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adequately provid
�^ traveling public oz
, project extends or
project routing.
i�
e for the safety or convenience of the
the owners of property across which the
the safety of property contiguous to the
The Contractor shall provide all facilities to enable the
Engineer and his inspector to examine and inspect the
workmanship and materials enterinq into the work.
C5-5.5 EMER�EN�Y AND/OR RE�TIFICATION WORR: When, in the
opinion of t e wner or Engineer, a condition of emergency
exists related to any part of the work, the Contractor, or the
Contractor through his designated zepresentative, shall
respond with dispatch to a verbal zequest made by the Owner or
Engineer to alleviate the emerqency condition. Such a
response shall occur day or night, whether the project is
� scheduled on a calendar-day oz on a working-day basis.
� Should the Contractor fail to zespond to a request from the
Engineer to rectify any discrepancies, omissions, or
corrections necessary to conform with the requirements of the
�, project specifications or plans, the Engineer shall give the
Contractor written notice that such work or changes are to be
J performed. The written notice shall direct attention to the
„ discrepant condition and request the Contractor to take
remedial action to cozrect the condition. In the event the
V Contractor does not take positive steps to fulfill this
written request, or does not show just cause f or not taking
�'", the proper action, within 24 hours, the City may take such
, remedial action with City forces or by contract. The City
shall then deduct nn amount equal to the entire costs for such
•- remedial action, plus 258, from any funds due the Contractor
� on the project.
CS-5.6 FIELD OFFICE: The Contractor shall�provide, at no
I extra compensation, an adequate field office for use of the
Engineer, if specifiCally called for. The field office shall
be not less than 10 by 14 feet in floor area, substantially
�^ constructed, well heated, air conditioned, lighted, and
A weather-proof, so that documents will not be damaged by the
elements.
� CS-5.7 CONSTR�I�TION STARES: The City, through its Engineer,
will furnish t e Contractor with all lines, grades, and
measurements necessary to the proper prosecution and control
'"' of the work contracted for under these Contract Documents, and
�ur lines, grades and measurements will be established by means of
stakes or other customary method of marking as may be found
� consistent with good practice.
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CS-5 (3)
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These stakes or markings shall be set sufficiently in advance �
of construction operations to avoid delay. Such stakes or �
markings as may be established for the Contractor's use or
guidance shall be preserved by the Contractor until he is �'�
authorized by the Engineer to remove them. Whenever, in the �
opinion of the Engineer, any stakes or markings have been
carelessly or willfully destroyed, disturbed, or removed by
the Contractor or any of his employees, the full cost of '
replacing such stakes or marks plus 258 will�be charged
aqainst the Contractoz, and the f ull amount will be deducted
from payment due the Contractor. �
CS-5.8 AUTHORITY AND DO�IES_OF CITY INSPECTQRS: City
Inspectors will be authorize to inspect all work done and to �
be done and all materials furnished. Such inspection may �
extend to all or any part of the work, and the preparation or
manufacturing of the materials to be used or equipment to be
installed. A City Inspector may be stationed on the work to ,
report to the Engineer as to the proqress of the work and the
manner in which it is being performed, to repert any evidence
that the materials beinq furnished oz the work being performed '!�
by the Contractor fails to fulfill the zequizements of the �,.
Contract Documents, and to call the attention of the
Contractor to any such failure or other infringements. Such �
inspection or lack of inspection will not relieve the �
Contractor from any obligation to perform the work in
accordance with the requirements of the Contract Documents.
In case of any dispute arising between the Contractor and the '
City Inspector as to the materials or equipment furnished or
the manner of performing the work, the City Inspector will
have authority to reject materials or equipment to suspend �
work until the question at issue can be referred to and be ,�
decided by the Engineer. The City Inspector will not,
however, be authorized to revoke, alter, enlarge, or release r
any requirement of these Contract Documents, nor to approve or �
accept any portion or section of the work, nor to issue any
instructions contrary to the zequirements of the Contract
Documents. He will in no case act as superintendent or '
foreman or perform any other duties for the Contractor, oz
interfere with the management or operation of the work. He
will not accept from the Contractor any compensation in any '
form for performing any duties. The Contractor shall regazd
and obey the directions and instructions of the City Inspector
or Engineer when the same are consistent with the obligations �
of the Contrnct Documents, provided, however, should the
Contractoz object to any orders or instructions of the City
Inspectoz, the Contractor may within six days make written
appeal to the Engineer for his decision on the matter in +�
controversy. ..�
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CS-5 (4)
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CS-5.9 INSPECTION: The Contractor shall furnish the Engineer
*"" with every reasonable facility for ascertaining whether or not
, the work as performed is in accordance with the requizements
of the Contract Documents. If the Engineer so requests, the
Contractor shall, at any time before acceptance of the work,
remove or uncover such portion of the finished work as may be
�`` directed. After examination, the Contractor shall restore
said portions of the work to the standard zequized by the
� Contract Documents. .
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Should the work exposed or examined prove acceptnble, the
uncovering or removinq and replacing of the covezing or making
good of the parts removed shall be paid for as extra work, but
should be work so exposed or examined prove to be
unacceptable, the uncovering or removing and the replacing of
all adjacent defective or damaged parts shall be at the
Contractor's expense. No work shall be done or materials used
without suitable supervision or inspection.
C5-5.10 REMOVAL OF DEFE�'TIVE AND UNApTHORIZED WORR: Al1 work,
materials, or equipmen£ w��ch has been rejected shall be
remedied or removed and replaced in an acceptable manner by
the Contractor at his own expense. Work done beyond the lines
and grades given or as shown on the plans, except as herein
specifically provided, or any Extra Work done without written
authority, will be considered as unauthorized and done at the
expense of the Contractor and will not be paid for by the
Owner. Work so done may be ordered removed at the
Contractoz's expense. Dpon the failure on the part of the
Contractor to comply with any order of the Engineer made under
the provisions of this paragraph, the Engineer will have the
authority to cause defective work to be remedied or removed
and replaced and unauthorized work to be removed, and the cost
thereof may be deducted from any money due or to become due to
the Contractor. Failure to require the removal of any
defective or unauthorized work shall not constitute acceptance
of such works.
r" C5-5.11 SDBSTITUTE MATERIALS OR EQIIIPMENT: If the
Spe�ifications, law, ordinance, codes oz regulations permit
Contractor to furnish or use a substitute that is equal to any
material or equipment specified, and if Contractor wishes to
� furnish or use a proposed substitute, he shall, prior to the
preconstzuction conference, make written application to
ENGINEER for approval of such substitute certifying in writing
�; that the proposed substitute will perform adequately the
f unctions called for by the general desiqn, be similar and of
equal substance to that specified and be suited to the same
�*; use and capable of performing the same function as that
specified; and identifying all variations of the proposed
�
C5-5 (5)
�
substitute from that specified and indicatinq available
maintenance service. No substitute shall be ordered or
installed without the written approval of Engineer who will be
the judge of the equality and may require Contractor to
furnish such other data about the proposed substitute as he
considers pertinent. No substitute shall be ordered or
installed without such performance guarantee�and bonds as
Owner may require which shall be furnished at Contractoz's
expense. Contractor shall indemnify and hold harmless Owner
and Engineer and anyone directly or indirectly employed by
either of them from and against the claims, damages, losses
and expenses (including attorneys fees) azising out of the use
of substituted materials or equipment.
CS-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion
of the Engineer, or as called for in the Contract Documents,
tests of materials or equipment are necessary, such tests will
be made at the expense of and paid f or direct to the testing
agency by the Ownez unless otherwise specifically provided.
The failure of the Owner �to make any tests of materials shall
be in no way relieve the Contractor of his responsibility of
furnishing materials and equipment fully conforming to the
requirements of the Contract Documents. Tests and sampling of
materials, unless otherwise specified, will be made in
accordance with the latest methods prescribed by the American
Society for Testing Materials or specif ic requirements of the
Owner. The Contractor shall provide such facilities as the
Engineer may require for collecting and forwardinq samples and
shall not, without specific written permission of the
Engineer, use the materials represented by the samples until
tests have been made and the materials approved for use. The
Contractor will furnish adequate samples without charge to the
Owner.
In case of concrete, the aggregates, design minimum,- and the
mixing and transporting equipment shall be approved by the
Engineer before any concrete is placed, and the Contactor
shall be zesponsible for replacinq any concrete which does not
meet the requirements of the Contract Documents. Tests shall
be made at least 9 days prior to the placing of concrete,
using samples -fzom the same aggregate, cement, and mortar
which are to be used later in the concrete. Should the source
of supply change, new tests shall be made prior to the use of
the new materials.
CS-5.13 STORAGE OF MATERIALS: All materials which
used in the construction operation shall be store
insure the preservation of the quality and fitness of
When directed by the Enqineer, they shall be placed
platforms or other hard, clean durable surfaces and
are to be
d so as to
the work.
on wooden
not on the
CS-5 (6)
��
�
ground, and shall be placed under cover when directed. Stored
materials shnll be placed and located so as to facilitate
prompt inspection.
CS-5.14 EXISTING STRUCTURES AND DTILITIES: The location and
� dimensions s�own on the Plans relative to existinq utilities
are based on the best information available.•Omission from, or
the inclusion of utility locations on the Plans is not to be
' considered as the nonexistence of, or a definite location of,
existing underqround utilities. The location of many gas
mains, water mains, conduits, sewer lines and service lines
�^ for all utilities, etc., is unknown to the Owner, and the
, Owner assumes no responsibility for failure to show any or all
such structuzes and utilities on the plans or to show them in
their exact location. It is mutually aqzeed that such failure
will not be considered sufficient basis for claims for
`' additional compensation foz Extra Work or for increasing the
pay quantities in any mannez whatsoever, unless an obstruction
� encountered is such as to necessitate chanqes in the lines and
grades of considerable magnitude or requires the building of
special works, provision for which is not made in the Contract
Documents, in which case the provisicn in these Contract
�'I Documents for Extra Work shall apply.
�It shall be the Contractors responsibility to verify locations
� of adjacent and/or conflicting utilities sufficiently in
advance of construction in order that he may negotiate such
local adjustments as necessary in the construction process to
""' provide adequate clearances. The Contractor shall take all
, necessary precautions in order to protect all existing
utilities, structures and service lines. Verification of
. existing utilities, structures and service lines shall include
� notification of all utility companies at least forty eight
(48) hours in advance of construction including exploratory
excavation if necessary. All vezification of existing
� utilities and their adjuetment shall be consid-ered as
subsidiary work.
CS-5.15 ZNTERRUPTION OF SERVICE:
a. Normal Prosecution: In the normal prosectuion of
work where the interruption of service is necessary,
the Contractor, at least 24 hours in advance, shall
be required to:
l. Notify the Water Department's Distribution
Division as to location, time, and schedule of
service interzuption.
�
CS-5 (7)
�
2. Notify each customer personallS
responsible personnel as to time and
of the interruption�of their service,
through
schedule
or
3. In the event that personal notification of a
customer cannot be made, a prepared tag form
shall be attached to the customez's entrance
door knob. The tag shall be duzable in
composition, and in large bold type shall say:
"NOTICE"
Due to Utility Improvement in
your neiqhborhood, your (water)
(sewer) service will be inter-
rupted on between
the hours of and
This inconvenience will be as
short as possible.
Thank you,
Contractor
Address Phone
b. Emerqencq : In the event that an unforeseen service
interruption occurs, notice shall be as above,but
immediate.
CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, throuqh
acts or neqlect on the part of the Contractor, any other
Contractor or any sub-contractor shall suffer loss or damage
on the work, the Contractor agrees to settle with such other
Contractor or sub-contractor by agreement or arbitration. If
such other Contractor or sub-contractor shall assert any claim
against the Owner on account of any damage alleged to have
been sustained, the Owner will notify the Contractor, who
shall indemnify and save harmless the Owner against any such
claim. .
CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials
accumulated on the job site during the prosecution of the work
under these Contract Documents shall be accomplished in
keeping with a daily routine establiBhed to the the
satisfaction of the Engineer. Twenty-fours fours after
written notice is qiven to the Contractor that the clean-up on
the job site is proceeding in a manner unsatisfactory to the
Engineer, if the Contractor fails to correct the
CS-5 (8)
�
C
unsatisfactory procedure, the City may take such direct action
�' as the Enqineer deems appropriate to correct the clean-up
deficiencies cited to the Contractor in the written notice,
and the costs of such direct action, plus 25$ of such costs,
shall be deducted from monies due or to become due to the
� Contractor.
Upon the completion of the•project as a whole as covered by
� these Contract Documents, and before final acceptance and
final payment_will be made, the Contractor shall clean and
remove from the site of the project all surplus and discarded
r'° materials, temporary structures, and debris of every kind. He
. shall leave the site of all work in a neat and orderly
condition equal to that which originally existed. Surplus and
waste materials removed from the site of the wozk shall be
� disposed of at locations satisfactory to the Engineer. The
Contractor shall thorouqhly clean all equipment and materials
installed by him and shall deliver over such materials and
N equipment in a bright, clean, polished and new appearing
condition. No extra compensation will be made to the
� Contractor for any clean-up required on the project.
CS-5.18 FINAL �N�PECTION: Whenener the work provided for in
and contempla e under the Contract Documents has been
satisfactorily completed and final cleanup performed, the
� Engineer will notify the proper officials of the Owner and
request that the Final inspection be made. Such inspection
will be made within 10 days after such notification. After
such final inspection, if the work and materials and equipment
are found satisfactory, the Contractor will be notified in
writing of the acceptance of the same after the proper
�, resolution has been passed by the City Council. No time
charge will be made against the Contractoz between said date
of notification of the Enqineer and the date of final
� inspection of the work.
�I
��
'
! �9
C5-5 (9)
�
�
�
PART C - GENERAL CONDITIONS
C6-6 LEGAL RELATIONS AND PUBLIC
RESPONSIBILITY
� �6c6IlNLAWS6T0EHE OBSE IDNS The �ontrac�orpshallIatT �11 times
observe and comply wi all Federal and State Laws and City
�; ordinances and requlations which in any way affect the conduct
of the work or his operations, and shall obsezve and comply
�, with all orders, lnws, ordinances and regulations which exist
or which may be enacted later by bodies having jurisdiction or
� authority for such enactment. No plea of misunderstandinq or
ignorance thezeof will be considered. The Contractor and his
' Sureties shall indemnify and save harmless the City and all of
�,, its officers, agents, and employees aqainst any and all claims
oz liability arising from or based on the violation of any
such law, ordinance, requlation, or order, whethez it be by
i' himself or his employees.
C6-6.2 PER�iIT�S AND LICENSES: The Contractor shall procure all
�j permits an8 licenses, pay�all charges, costs and fees, and
�+ give all notices necessary and incident to the due and lawful
prosecution of the work.
� C6-6.3 PATENTED DE ICES M1�TERIj�LS AND PRO ES ES,: If the
Contractor is require� or �esires to use any �esign, device,
� material, or process covered by letter, patent, or copyright,
he shall provide foz such use by suitnble leqal agreement with
the patentee or owner of such patent, letter, or copyrighted
design. It is mutually agreed and understood that without
� exception the contract prices shall include all royalties or
cost arising from patents, trade-marks, and copy riqhts in any
way involved in the work. The Contractor and his sureties
shall indemnify and save harmless the Owner from any and all
{� claims foz infringement by reason of the use of any such
patented desiqn, device, matezial or process, or a.ny
�„ trade-mark or copy right in connection with the work aqreed to
be performed under these Contract Documents, and shall
indemnify the Owner for any cost, expense, or damaqe which it
may be obliqed to pay by reason of such infringement at any
time during the prosecution of the work or after completion of
� the work, provfded, however, that the Owner will assume the
responsibility to defend any and all suits brouqht for the
�� infringement of any patent claimed to be infringed upon by the
i design, type of construction or material oz equipment
specified in the Contract Documents furnished the Contractor
� by the Owner, and to hold the Contractor harmless on account
of such suits.
�
C6-6 (1)
�
C6-6.4 SANITARY PROVISZQNS: The Contractor shall establish
and enforce among his employees such regulations in regard to
cleanliness and disposal of garbage and waste as will tend to
prevent the inception and spread of infectious or contagious
diseases and to effectively prevent the creation of a nuisance
about the work on any property either public or private, and
such regulations as are required by Law shall be put into
immediate force and effect by the Contractor. The necessary
sanitary cnnveniences for use of laborers on the work,
properly secluded from public observation, shall be
constructed and maintained by the Contractor and their use
shall be strictly enforced by the Contractor. All such
facilities shall be kept fn a clean and sanitary condition,
free from objectionable odors so as not to cause a nuisance.
All sanitary laws and regulations of the State of Texas and
the City shall be strictly complied with.
C6-6.5 PUBLZC �AFETY AND CQNVENIENCE: Materials or equipment
stored about t e work shall be so placed and used, and the
work shall at all times be so conducted, as to cause no
greater obstruction or inconvenience to the public than is
considered to be absolutely necessary by the Engineer. The
Contractor is required to maintain at all times all phases of
his work in such a manner as not to impair the safety or
convenience of the public, includiaq, but not limited to, safe
and convenient ingress and eqress to property contiquous to
the work area. The Contractor shall make adequate provisions
to render reasonable ingress and egress for normal vehicular
traffic, except during actual trenching or pipe installation
operations, at all driveway crossings. Such provisions may
include bridging, placement of crushed stone or qravel oz such
other means of providinq proper iaqress and eqress for the
property served by the driveway as the Engineer may approve as
appropriate. Such other means may include the diversion of
driveway traffic, with specific approval by the Enqineez. If
diversion of traffic is approved by the Engineer at any
location, the Contractor shall make arrangements satisf actory
to the Engineer at any location, the Contractor shall make
arrangements satisfactory to the Engineer for the diversion of
traffic, and sh�ll, at his own expense, provide all materials
and perform all work necessary for the construction and
maintenance of roadways and bridges for such diversion of
traffic. Sidewalks must not be obstructed except by special
permission of the Engineer.
The materials excavated and the construction materials such as
pipe used in the construction of the work shall be placed so
as not to endanger the wozk or prevent free access to all fire
hydrants, fire alarm boxes, police call boxes, water valves,
C6-6 (2)
�
�
gas valves, oz manholes in the vicinity. The Owner reserves
�' the right to remedy any neglect on the part of the Contractor
as regards to public convenience and safety which may come to
its attention, after twenty-four hours notice in writing to
the Contractor, save in cases of emergency when it shall have
� the zight to remedy any neglect without notice, and in either
case, the cost of such work done or materials furnished by the
Owner or by the City shall be deducted from monies due or to
; become due to the Contractor.
,
The Contractoz, af ter approval of the Enqineer, shall notify
� the Fire Department Headquazters, Traffic Enqineer, and Police
Department, when any street or alley is requested to be closed
� or obstructed or any fire hydrant is to be made inaccessible,
and, when so directed by the Enqineer, shall keep any street,
streets, or highways in condition for unobstructed use by fire
� apparatus. The Contractor shall promptly notify the Fire
Department Headquarters when all such obstructed streets,
�j alleys, or hydrants are aqain placed back in service.
Where the Contractor is zequired to construct temporary
�„ bridges or make other arranqements for crossing over ditches
or streams, his responsibility for accidents in connection
y with such crossings shall include the roadway approaches as
well as the structures of such crossings.
�• The Contractor shall at all times conduct his opezation and
the use of construction machinery so as not to damaqe or
� destroy trees and shrubs located in close proximity to or on
the site of the work. Wherever any such damage may be done,
the Contractor shall immediately satisfy all claims of
� property owners, and no payment will be made by the Owner in
settlement of such claims. The Contractor shall file with the
Engineer a written statement showing all such claims adjusted.
Ij C6-6.b PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND
� RIGHT-OF-WAY: For the performance of the contract, the
Contractor will be permitted to use and occupy such portions
r� of the public streets and alleys, or other public places oz
other riqhta-of-way as provided for in the ordinances of the
City, as shown in the Contract Documents, or as may be
specifically authorized in writinq by the Engineer. A
reasonable amount of tools, materials, and equipment for
�-' construction purposes may be stored in Buch space, but no more
than is necessary to avoid delay in the construction
� operations. Excavated and waste materials shall be piled or
stacked in such a way as not to interfere with the use of
spaces that may be designated to be left free and unobstructed
� and so as not to inconvenience occupants of adjacent property.
If the street is occupied by railway tracks, the work shall be
��
C6-6 (3)
�
cazzied on in such manner as not to interfere with the
operation of trains, loading or unloading of cars, etc. Other
contractors of the Owner may, for all purposes required by the
contract, enter upon the work and premises used by the
Contractor and shall be provided all reasonable facilities and
assistance for the completion of adjoining work. Any
additional grounds desired by the Contractor for his use shall
be provided by him at his own cost and expense..
C6-6.7 RAILWAY �ROSSZNGS: When the work encroaches upon any
riqht-ot-way o any railway, the City will secure the
necessary easement for the work. Where the railway tracks are
to be crossed, the Contractoz shall observe all the
regulations and instructions of the railway company as to the
methods of performing the work and take all precautions for
safety of property and the public. Negotiations with the
railway companies for permits shall be done by and through the
City. The Contractor shall give the City notice not less than
five days pricr to the time of his intentions to begin work on
that portion of the project which is related to the railway
properties. The Contractoz will not be qiven extra or
additional compensation for such railway czossings unless
specifically set forth in the Contract Documents.
C6-6.8 BARRICADES, WARNING$ AND WA�CHMEN: Where the work is
carried on in or adjacent to any s ree�, alley, or public
place, the Contractor shall at his own expense furnish, erect,
and maintain such barricades, fences, lights and danger
signals, shall provide such watchmen, and shall take all such
other precautionary measures for the proteetion of persons or
property and of the work as are necessary. Barricades and
fences shall be painted in a color that will be visible at
night. Fzom sunset to sunzise the Contractor shall furnish
and maintain at least one easily visible burning light at each
barzicade. A sufficient number of barricades shall be erected
and maintained to keep pedestrians away from, and vehicles
from being dziven on'oz into, any work under construction or
being maintained. The Contractor shall furnish watchmen and
keep them at their respective assiqnments in sufficient
numbers to protect the work and prevent accident or damage.
All installations and procedures shall be consistent with the
provisions set forth in the "1980 Texas Manual on Uniform
Traffic Control Devices for Streets and Highways" issued under
the authority of the "State of Texas Dniform Act Regulating
Traffic on Highways", codified as Article 6701d Veron's Civil
Statutes, pertinent sections being Section Nos. 27, 29, 30 and
31.
C6-6 (4)
�
'
�, The Contractor will not remove any regulatory sign,
instructional sign, street name sign, or other sign which has
been erected by the City. If it is determined that a sign
must be removed to permit required construction, the
Contractor shall contact the Transportntion and Public Works
� department, Signs and Markinqs Division (phone number
8780-8075), to remove the sign. In the case of regulatory
�� signs, the Contractor must replace the permanent sign with a
temporary sign meetinq the requirements of the above
refezenced manual and such temporary sign must be installed
�,, prior to the removal of the permanent sign. If the temporary
sign is not installed correctly or if it does not meet the
required specifications, the permanent sign shall be left in
place until the temporary siqn requirements are met. When
construction work is completed to the extent that the
� permanent sign can be re-installed, the Contractor shall again
contact the Signs and Markings Division to re-install the
permanent siqn and shall leave his temporary sign in place
� until such re-installation is completed.
The Contractor will be held responsible for all damage to the
� work or the public due to failure of barricades, signs,
fences, lights, or watchmen to protect them. Whenever
evidence is found of such damaqe to the work the Enqineer may
order the damaged portion immediately removed and replaced by
`, the Contractor at the Contractor's own expense. The
Contractoz's responsibility for the maintenance of barricades,
signs, fences and lights, and for providing watchmen shall not
� cease until the project shall have been completed and accepted
by the Owner.
No compensation, except as specifically provided in these
Contract Documents, will be paid to the Contractor for the
work and materials involved in the constructing, providing,
and maintaining of barricades, signs, fences, and lights or
for salaries of watchmen, for the subsequent removal and
disposal of such barricades, signs, or for any other
incidentals necessary for the proper protection, safety, and
convenience of the public during the contract period, as this
work is considered to be subsidiary to the several items for
which unit oz lump sum prices are requested in the Proposal.
� C6-6.9 DSE OF EXPLOSIVES, DROP WEZGHT, ETC.: Should the
Contractor elect to use explosives, drop weiqht, etc., in the
prosecution of the work, the utmost care shall be exercised at
� all times so as not to endanger life or property. The
Contractoz shall notify the proper zepresentative of any
� public service corporation, any company, individual, or
utility, and the Owner, not less than twenty-four hours in
�
C6-6 (5)
�
advance of the use of any activity which might damage or
endanger their or his property along or adjacent to the work.
Where the use of explosives is to be permitted on the project,
as specified in the Special Contract Documents, or the use of
explosives is requested, the Contractor shall•submit notice to
the Engineer in writing twenty-four hours pzior to commencing
and shall furnish evidence that he has insurance coverage to
protect against any damages and/or injuzies arisinq out of
such use of explosives.
All claims arising out of the use of explosives shall be
investigated and a written zeport made by the Contractor's
insurers to the Engineer within ten (10) days after receipt of
written notice of the claim to the Contractoz from either the
City or the claimant. The City shall proceed to qive notice
to the Contractor of any such claim. The use of explosives
may be suspended by the Enqineer if any complaint is received
and such use shall not be resumed until the cause of the
complaint has been addressed.
Whenever explosives are stored or kept, they shall be stored
in a safe and secure manner and all storage places shall be
plainly marked "DANGEROUS EXPLOSZVES" and shall be under the
care of a competent watchman at all times. All vehicles in
which explosives are being transported shall be plainly marked
as mentioned above and shall, insofar as possible, not use
heavy traffic routes.
C6-6.10 WORR WITHIN EASEMENTS: Where the work passes over,
through, or into private property, the Owner will provide such
right-of-way or easement privileges as the City may deem
necessary for the prosecution of the work. Any additional
rights-of-way or work area considered necessary by the
Contractor shall be provided by him at his own expense. Such
additional rights-of-way or work area shall be acquired for
the benefit of the City. The City shall be notified in
writing as to the rights so acquired before work begins in the
artectea area. Tne contractor snatt noL enL
property foz any purpose without havinq pre
permission from the owner of such property.
will not be allowed to store equipment or mat
property unless and until the specified a
property owner has been secured in writing t
and a ccpy furnished to the Enqineer. Unles
provided otherwise, the Contractor sh
rights-of-way or easements of obstructions
removed to make possible proper prosecution
part of the project construction operations.
shall be responsible for the preservation o
:r upon privaLe
�iously obtained
The Contractor
erial on pzivnte
pproval of the
y the Contractor
s specif ically
all clear all
which must be
of the work as a
The Contractor
f and shall use
C6-6 (6)
�
�
�„ every precaution to prevent damage to all trees, shrubbery,
plants, lawns, fences, culverts, curbinq, and all other types
of structures or improvements, to all water, sewer, and gas
lines, to all conduits, overhead pole lines, or appurtenances
thezeof, including the construction of temporary fences, and
�„ to all other public or private property along adjacent to the
work.
The Contractor shall notify the proper representatives of
owners or occupants of public or private lands or i.nterest in
lands which might be affected by the work. Such notice shall
be made at least 48 hours in advance of the beginning of the
work. Notices shall be applicable to both public and private
utility companies or any corporation, company,_individual, or
other, either as owners or occupants, whose land or interest
in land miqht affected by the work. The Contractor shall be
responsible for all damage or injury to property of any
character resultinq from any act, omission, neglect, or
misconduct in the manner or method oz execution of the wozk,
or at any time due to defective work, material, or equipment.
�
When and where any direct or indirect or injury is done ta
public or private property on account of any act, omission,
neglect, or misconduct in the execution of the work, or in
consequence of the non-execution thereof on the part of the
Contractor, he shall restore or have restored at hfs own cost
and expense such property to a condition at least equal to
that existing before such damage or injury was done, by
repairing, rebuilding, or otherwise replacinq and restoring as
may be directed by the Owner, or he shall make good such
damages or injury in a manner acceptable to the owner of the
property and the Enqineer.
All fences encountered and removed during construction of
� this project shall be restored to the oziginal or a better
than original condition upon completion of this project.
When wire fencinq, either wire mesh or barbed wire is to be
,� crossed, the Contractor shall set cross braced posts on
either side of permanent easement bef ore the f en�e is cut.
Should additional fence cuts be necessary, the Contractor
shall provide cross braced posts at point of the proposed
cut in addition to the cross braced posts provided at the
� permanent easements limits, before the fence is cut.
� Temporary fencinq shall be erected in place of th
removed whenever the work is not in proqress and
site is vacated onernight, and/or at all times t
�,,, livestock from entering the construction area. The
fence removal, temporary closures and replacement
� subsidiary to the vnrious items bid in the
�
�'
C6-6 (7)
� fencinq
when the
� prevent
cost for
shall be
project
�
proposal. Therefore, no separate payment shall be allowed
for any service associated with this work.
In case of failure on the pazt of the Contractor to restore
such property to make good such damaqe or injury, the Owner
may, upon 48 hour written notice under ordinary circumstances,
and without notice when a nuisance or hazardous condition
zesults, proceed to repaiz, rebuild, or otherwise restore such
property as may_be determined by the Owner to be necessary,
and the cost thereby will be deducted from any monies due or
to become due to the Contractor under this Contract.
C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed
by the parties hereto that Contractor shall perf ozm nll work
and services hereunder as an independent contractor, and not
as an officer, agent, servant or employee of the Owner.
Contractor shall have exclusive control of and the exclusive
right to control the details of all the work and services
performed hereunder, and all persons performing same, and
shnll be solely respcnsible for the acts and•omissions of its
officers, aqents, servants, employees, contractors,
subcontractors, licensees and invitees. The doctrine of
respondeat superior shall not apply as between Owner and
Contractor, its officers, agents, employees, contractors and
subcontractors, and nothing herein shall be construed as
creating a partnership or joint enterprise between Owner and
Contractor.
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor covenants and agrees to, and does hereby indemnify,
hold harmless and defend Owner, it� officers, agents,
servants, and employees from and against any an all claims or
suits for property damage or loss and/or personal injury,
including death, to any and all persons, of whatsoever kind or
character, whether real or asserted, arising out-of or in
connection with, directly or indirectly, the work and services
to be perf ormed hereunder by Contractor, its officers, agents,
employees, contractors, subcontractors, licensees or invitees,
whether or not caused, in whole or in part, by alleged
negligence on the part of officers, aqents, servants,
employees, contiactors, subcontractors, licensees and invitees
of the Owner; and said Contractor does hereby covenant and
agree to assume all liability and responsibility of Owner, its
officers agents, servants and employees for property damage or
loss, and/or personal injuries, includinq death, to any and
all persons of whatsoever kind or character, whether zeal or
asserted, arising out of or in connection with, directly or
indirectly, the work and services to be performed hereunder by
Contractor, its officers, agents employees, contractors,
subcontractors, licensees and invitees, whether or not caused,
C6-6 t8)
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in whole or in part, by alleged negligence of officers,
� agents, servanta, employees, contractors, subcontractors,
licensees or invitees of the Owner. Contractor likewise
covenants nnd agrees to, and does hereby, indemnify and hold
harmless Owner from and against any and all injuries,loss or
damages to property of the Owner durinq the performance of any
� of the terms and conditions of this Contract, whether arising
out of oz in connection with or resultinq from, in whole oz in
t`' part, any and all alleged acts or omissions of officers,
�,'„ agents, servants, employees, contzactors, subcontractors,
licenses, or invitees of the Owner.
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In the event a written claim for damaqes against the
contractor or its eubcontractors remains unsettled nt the time
all work on the project has been completed to the satisfaction
of the Director of the Water Department, as evidenced by a
final inspection, final payment to the Contractor shall not be
recon►mended by the Dizector of the Water Department foz a
period of 30 days after the date of such final inspection,
unless the Contractor shall submit written evidence
satisfactory to the Director that the claim has been settled
and a release has been obtained from the claimant involved.
If the claim concerned remains unsettled as of tbe expiration
of the above 30-day period, the Contractor may be deemed to be
entitled to a semi-final payment for work completed, such
semi-final payment to be in an amount equal to the total
dollar amount then due less the dollar value of any written
claims pending against the Contractor azising out of the
performance of such work, and such semi-final payment may then
be recommended by the Director.
The Director shall not recommend final payment to a Contractor
against whom such a claim for damaqes is outstanding for a
period of six months followinq the date of the acceptance of
the work performed unless the Contractor submits evidence in
writing satisfactory to the Director that:
1. The claim has been settled and a release has been
obtained from the claimant fnvolved, or
2. Good-faith efforts hane been made to settle such
outstandinq claims, and such good faith efforts
have failed.
If condition (1) above is met at any time within the six month
period, the Director shall recommend that the final payment to
the Contractor be made. If condition (2) above is met at any
r* time within the six month period, the Director may recommend
that the final payment to the Contractor be made. At the
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C6-6 (9)
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expiration of the six month period the Director may recommend
that final payment be made if nll other work has been
pezformed and all other obligations of the Contractor have
been met to the satisfaction of the Director.
The Director may, if he deems it appropriate, refuse to accept
bids on other Water Department Contract work from a Contractor
against whom a clnim for da:aages is outstanding as a result of
�work performed under a City contract.
C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor
claim compensation for any alleged damage by reason of the
acts or omissions of the Owner, he shall within three days
after the actual sustaining of such alleged damage, make a
written statement to the Enqineer, setting out in detail the
natuze of the alleged damage, and on or before the 25th day of
the month succeeding that in which any such damage is claimed
to have been sustained, the Contractor shall file with the
Engineer an itemized statement of the details and amount of
such alleged damage and, upon request, shall qive the Engineer
access to all books of account, receipts, vouchers, bills of
lading, and other books or papers containing any evidence as
to the amount of such alleged damaqe. Onless such statements
shall be filed as hereinabove required, the Contractor's claim
for compensation shall be waived, and he shall not be entitled
to payment on acccunt of such damages.
C6-6.14 ADJUSTMENT OR RELOCATION OF PQBLIC OTILITIES� ETC.:
In case it is necessary to change, move, or alter in any
manner the property of a public utility or others, the said
property shall not be moved or interfered with until orders
thereupon have been issued by the Engineer. The right is
reserved to the owners of public utilities to enter the
geographical limits of the Contract for the purpose of making
such changes or repairs to their property that-may be
necessary by the performance of this contract.
C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing
sewer lines have to be taken up oz removed, the Contractor
shall, at his own expense and cost, provide and maintain
temporary outlets and connections for all pzinate or public
drains and sewers. The Contzactor ehall also take care of all
sewage and drainage which will be received fzom these drains
and sewers, and for this purpose he shall provide and
maintain, at his own cost and expense, adequate pumping
facilities and temporary outlets or diversions.
The Contractor, at his own cost and expense, shall construct
such troughs, pipes, or other structures necessary, and be
prepared at all times to dispose of drainage and sewage
C6-6 (10)
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received from these temporary connections until such times as
�'" the permanent connections are built and are in service. The
existing sewers and connections shall be kept in service and
maintained under the Contract, except when specified or
ordered to be abandoned by the Engineer. All water, sewage,
� and other waste shall be disposed of in a satisf actory manner
� so that no nuisance is created and so that the work under
� construction will be adequately protected.
C6-6.16 ARRANGEMENT AND CflARGES.FOR W�TER FII�NISHED BY THE
CITY: When tire Contractor c�esires o use ity water in
connection with any construction work, he shall make complete
and satisfactory arzangements with the Fort Worth City Watez
Department for so doinq.
City water furnished to the Contractor shall be delivered to
�- the Contractor from a connection on an existing City main.
All piping required beyond the point of delivery shall be
�"' installed by the Contractor at his own expense.
The Contractor's responsibility in the use of all existing
�„ fire hydrant nnd/or valves is detailed in Section E2-1.2 USE
OF FIRE SYDRANTS AND VALVES in these General Contract
Documents.
When meters are used to measure the water, the charges, if
� any, for water will be at the regular established rates. When
meters are not used, the charqes, if any, will be as
� prescribed by the City Ordinance, or where no ordinance
applies, payment shall be made on estimates and rates
established by the Director of the Fort Worth Water
�„ Department.
`"' C6-6.17 USE OF A SECTION OR PORTION OF THE WORR: Whenever, in
the opinion of the Engineer, any section or portion of the
� work or any structure is in suitable condition, it may be put
into use upon the written order of the Enqineer, and such
usage shall not be held to be in any way an acceptance of said
r^ work or structure or any part thereof or as a waiver of any of
the provisions of these Contract Documents. All necessary
repairs and removals of any section of the work so put into
use, due to defective materials or workmanship, equipment, or
to deficient operations on the part of the Contractoz, shall
�" be performed by the Contractor at his own expense.
� C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: Ontil
written acceptance by the dwner as provided for xn these
Contract Documents, the work shall be under the charge and
� care of the Contractor, and he shall take every necessary
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precaution to prevent injury or damage to the work or any pazt
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C6-6 �(11)
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thereof by action of the elements or from any cause
whatsoever, whethez arising from the execution or nonexecution
of the work. The Contractor shall rebuild, repair, restore,
and make good at his own expense all injuries or damage to any
portion of the work occasioned by any of the hereinabove
causes.
C6-6.19 N0 WAIVER OF LEGAL RZGHTS: Inspection by th� Engineer
or any order by the Owner by payment of money or any payment
for or acceptance of any work, or any extension of time, or
any possession taken by the City shall not operate as a waiver
of any provision of the Contract Documents. Any waiver of any
breach or Contract shall not be held to be a waiver of any
other or subsequent breach.
The Owner reserves the right to correct any error that may be
discovered in any estimate that may have been paid and to
adjust the same to meet the requirements of the Contract
Documents.
C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFI��iLS,: In carrying
out the provisions of these Contract ocuments or in
exercising any power of authority granted thereunder, there
shall be no liability upon the authorized representatives of
the Owner, either personally or otherwise as they are agents
and representatives of the City.
C6-6.21 STATE SALES TAX: On a contract awarded by the City of
Fort Worth, an ozganization which qualifies for exemption
pursuant the provisions of Article 20.04 (E) of the Texas
Limited Sales, excise, and Use Tax Act, the Contractor may
purchase, rent or lease all materials, supplies and equipment
used or consumed in the performnnce of this contract by
issuing to his supplier an exemption certificate in lieu of
the tax, said exemption certificate to comply witti State
Comptroller's Ruling .007. Any such exemption certificate
issued by the Contractor in Iieu of the tax shall be subject
to and shall comply with the provisions of State Comptroller's
Rulinq .011, and any other applicable State Comptroller
rulinqs pertaininq to the Texas Limited Sales, Excise, and Use
Tax Act. �
On a contract awarded by a developer for the construction of a
publicly-owned improvement in a street right-of-way or other
easement which has been dedicated to the public and the City
of Fort Worth, an organization which qualifies f or exemption
pursuant to the provisions of Article 20.Oa (H) of the Texas
limited Sales, Excise, and Use Tax Act, the Contractor can
probably be exempted in the same manner stated above.
C6-6 (12)
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Limited Sale, Excise and Use Tax pertnits and information can
'�'' be obtained from:
Comptroller of Public Accounts
Sale Tax Division
Capitol Station
�" Austin, TX
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C6-6 (13)
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PART C - GENERAL CONDITIONS
C7-7 PROSECUTION AND PROGRESS
� SECTION C7-7 PROSECUTION AND PROGRESS,:
C7-7.1 SUBLETTIN : The Contractor shall perform with his own
� organization, an� with the assistance of workman under his
immediate superintendance, work of a value of not less than
fifty (50$) percent of the value embraced in the contract. If
�" the Contractor sublets any part of the work to be done under
. these Contract Documents, he will not under any circumstances
be relieved of the responsibility and obliqation assumed under
these Contract Documents. All transactions of the Engineer
� will be with the Contractor. Subcontractors will be
considezed only in the capacity of employees or wozkmen of the
Contractor and shnll be subject to the same requirements as to
�" character and competency. The Owner will not recognize any
{�,� subcontractor on the work. The Contzactoz ehall at all times,
when the work is in operation, be represented either in person
� or by a superintendent or other desiqnated representatives.
C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not
assiqn, transfer, sublet, convey, or otherwise dispose of the
contract or his riqhts, title, or interest in or to the same
�' or any part thereof without the previous consent of the Owner
expressed by resclution of the City Council and concurred in
�R" by the Sureties.
If the Contractor does, without such previous consent, assiqn,
�, transfez, sublet, convey, or otherwise dispose of the contract
or his rigbt, title, or interest therein oz any part thereof,
to any person or persons, paztnership, company, firm, or
corporation, or does by bankruptcy, voluntary or involuntary,
or by assiqnment under the insolvency laws of any state,
� attempt to dispose of the contract may, at the option of the
Owner be revoked and annulled, unless the Sureties shall
�" successfully complete said contract, and in the event of any
_ such revocation oz annulment, any moaies due or to become due
under oz by virtue of said contract shall be retained by the
Owner as liquidated damages for the reason that it would be
� impracticable and extremely difficult to fix the actual
damaqes.
� C7-7.3 PROSECIITZON OF THE WOR1C: Prfor to beqinninq any
�r construction operation, the Contractor shall aubmit to the
Engineer in five or more copies, if requested by the Engineer,
�^, a proqress schedule preferably in chart or diaqram f orm, or a
� brief outlining in detail and step by step the manner of
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C%�% (1�
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prosecuting the wozk and ordering materials and equipment
which he expects to follow in order to complete the project in
the scheduled time. There shall also be submitted a table of
estimated amounts to be earned by the Contractor during each
monthly estimate period.
The Contractor shall commence the work to be performed under
this contract within the time limit stated in .these Contract
Documents and shall conduct the work in a continuous manner
and with sufficient equipment, materials, and labor as is
necessary to insure its completion within the time limit.
The sequence requested of all construction operations shall be
at all times as specified in the Special Contract Documents.
Any deviation from scuh se3uencing shall be submitted to the
Engineer for his approval. Contractor shall not proceed with
any deviation until he has received written approval from the
Engineer. Such specification or approval by the Engineer
shall not relieve the Contractor from the full responsibility
of the complete performance of the Contract.
The contract time may�be
C7-7.8 "Extension of Time
and a progress
contract time.
schedule
chanqed only as set forth in Section
of Completion" of this Agreement,
shall not constitute a chanqe in the
C7-7.4 LIMITA�IONS OF OPERATIQNS: The working operations
shall at all times be conducted by the Contractor so as to
create a minimum amount of inconvenience to the public. At
any time when, in the judgment of the Engineer, the Contractor
has obsfructed or closed or is carrying on operations in a
portion of a street or public way greater than is necessary
for the proper execution of the work, the Engineer may require
the Contractor to finish the section on which operations are
in progress before the work is commenced on any additional
section or street.
C7-7.5 CHARACTER OF WORRMEN AND EQUIPMENT: Local labor shall
be used by the Contractor is avai�abie. The Contractor may
bring in from outside the City of Fort Worth his key men and
his superintendent. All other workmen, including equipment
operators, may be imported only after the local supply is
exhausted. The Contractor shall employ only such
superintendents, foremen, and workmen who are careful,
competent, and fully qualified to perf orm the duties or tasks
assigned to them, and the Engineer may demand and secure the
summary dismissal of any person or peraons employed by the
Contractcr in or about ar on the work who, in the opinion of
the Owner, shall misconduct himself or be found to be
incompetent, disrespectful, intemperate, dishonest, or
C7-7 (2)
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otherwise objectionable or neglectful in the proper
� performance of his or their duties, or who neglects or refuses
to comply with or carry out the directions of the Owner, and
such person or persons shall not be employed again thezeon
without wzitten consent of the Engineer.
� All workmen shall have sufficient skill, ability, and
experience to properly perform the work assigned to them and
� operate any equipment necessary to properly carry out the
performance of the assiqned duties.
� The Contractor shall furnish and maintain on the work all such
' equipment as is considered to be necessary f or prosecution of
' the work in an acceptable manner and at a satisfactory rate of
progress. All equipment, toola, and machinery used for
handlinq materials and executing any part of the work shall be
� subject to the approval of the Engineer and shall be
maintnined fn a satisfactory, safe and efficient working
{ condition. Equipment on any portion of the work shall be such
that no injury to the work, workmen or adjacent property will
result from its use.
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C7-7.5 WORR S��EDQLE: Elapsed workinq days shall be computed
startinq with e first day of work completed as defined in
C1-1.23 "WORRING DAY" or the date stipulated in the "WORR
ORDER" for beginning work, whichevez comes first.
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Nothing in these Contract Documents shall be construed as
�prohibiting the Contractor from working on Saturday, Sunday or
' Legal Holidays, providing that the following requirements are
met:
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a. A request to work on a specific Saturday, Sunday or
Leqal Holiday must be made to the Engineez no later
than the proceedinq Thursday. �
b. Any work 'to be done on the project on such a
specific Saturday, Sunday or Legal Soliday must be,
in the opinion of the Engineez, essential to the
timely completion of the project.
The Engineer's decision ehall be final in response to such a
request for approval to work on a epecific Saturday, Sunday or
Legal Aoliday, and no extra compensation shall be allowed to
the Contractor for any work performed on such a specific
Saturday, Sunday or Legal Holiday.
Calendar Days shall be defined in C1-1.24 and the Contractor
may work as he so desires.
C7-7 (3)
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C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contzactor
shall commence the working operations within the time
specified in the Contract Documents and set forth in the Work
Order. Failure to do so shall be considered by the Owner as
abandonment of the Contract by the Contractor and the Owner
may proceed as he sees fit. .
The Contractor shall maintain a rnte of progress such as will
insure that the whole work will be perf ormed and the premises
cleaned up in accordance with the Contract Documents and
within the time established in such documents and such
extension of time as may be properly authorized by the Owner.
C7-7.8 EXTENSION OF.TIME COMPLETION: The Contractor's request
for an extension of time of completion shall be considered
only when the request for such extension is submitted in
writing to the Engineer within seven days from and after the
time alleged cause of delay shall have occurred. Should an
extension of the time of completion be requested such request
will be forwarded to the City Council for approval .
In adjustinq the contract time for completion of work,
consideration will be given to unforseeable causes beyond the
control of and without the fault or negligence of the
Contractor, including but limited to acts of the public enemy,
acts of the Owner, fire, flood, tornadoes, epidemics,
quarantine restrictions, strikes, freight embargoes, or delays
of sub-contractors due to such causes.
When the date of completion is based on a calendar day bid, a
request for extension of time because of inclement weather
will not be considered. A request for extension of time due
to inability to obtain supplies and materials will be
considered only when a review of the Contractor's purchase
order dates and other pertinent data as requested by the
Engineer indicates that the Contractor has made a bonafide
attempt to secure delivery on schedule. This shall include
efforts to obtain the supplies and materials fzom alternate
sources in case the first source cannot make delivery.
If satisfactozy execution and completion of the contract
should require work and materials in greater amounts or
quantities than those set forth in the approved Contract
Documents, then the contract time may be increased by Change
Order.
C7-7.9 DELAYS: The Contractor shall receive no compensation
for delays or hindrances to the work, except when direct and
unavoidable extra cost to the Contractor is caused by the
failure of the City to provide information or material, if
C7-7 (4)
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any, which is to be furnished by the City. When such extra
compensation is claimed a written statement thereof shall be
presented by the Contractor to the Engineer and if by him
found correct shall be approved and referred by him to the
Council for fiaal approval or disapproval; and the action
thereon by the Council shall be final and binding. If delay
is caused by specific orders givea by the Enqineers to stop
work, or by the performance of extza work, or by the failure
of the City to provide material or necessazy.instzuctiona for
cazrying on the work, then such delay will entitle the
Contractor to an equivalent exteasion of time, his application
for which shall, however, be subject to the approval of the
City Council; and no such extension of time shall release the
Contractcr or the surety on his performance bond from all his
obligations hereunder Nhich shall remain in full fozce until
the discharqe of the contract.
C7-7.10 TIME OF CO��LETIO�: The time of completion is an
�essential element of e con ract. Each bidder shall indicate
� in the appropriate place on the last paqe of the Proposal the
number of working days or calendar days that he will require
� to f ully complete this contract or the time of completion will
be specified by the Cfty in the Proposal section of the
" contract documents.
The number of days indicated shall be a realistic estimate of
� the time required to complete the work covezed by the specffic
contract beiAg bid upon. The amount of time so stated by the
�successful bidder or the City will become the time of
� completion specified in the Contract Documents.
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For each calendar day that any work shall remaia uncompleted
after the time specified in the Contract Documents, or the
increased time granted by the Owner, or as automatically
increased by additional work or materials ordered after the
contract is signed, the sum pez day qiven in the following
schedule, unless otherwise specified in other par�s of the
Contract Documents, will be deducted from monies due the
Contractor, aot as a penalty, but as liquidated damages
suffered by the Owner.
AMOUNT OF CONTRACT
Less than S 5,000
$ 5,001 to $ 15,000
S 15,001 to $ 25,000
S 25,001 to $ 50,000
S 50,001 to S 100,000
$ 100,001 to $ 500,000
C7-7 (5)
inclusive S
inclusive S
inclusive $
inclusive S
inclusive S
inclueive S
35.00
45.00
63.00
105.00
154.00
210.00
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$ 500,001 to
51,000,001 to
52,000,001 and over
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S1,000,000 inclusive S 315.00 '
$2,000,000 inclusive S 420.00
S 630.00
The parties hereto understand and aqree that any harm to the
City caused by the Contractor's delay in completing the wozk
hereunder in the time specified by the Contrmct Documents
would be incapable oz very difficult of accurate estimation,
and that the "Amount of Liquidated Damages Per Day", as set
out above, is a reasonable f orecast of just compensation due
the City for harm caused by any delay.
C7-7.11 SUS ENSION BY COURT ORDER: The Contractoz shall
suspend opera�ions on such part or parts of the work ordered
by any court, and will not be entitled to additional
compensation by virtue of such court order. Neither will he
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be liable to the City in the event the work is suspended by a
Court Order. Neithez will the Owner be liable to the '
Contractor by virtue of any Court Order or action for which
the Owner is not solely responsible.
C7-7.12 TEM�qRARY $DSPENSION: The Ownez shall have the right
ta suspend I�e worfc operation wholly or in part for such
period or periods of time as he may deem necessary due to
unsuitable weather conditions or any other unfavorable
conditions which in the opinion of the Owner or Enqineer cause
further prosecution of the work to be unsatisfactory or
detrimental to the interest of the project. During temporary
suspension of work covered by this contract, for any reason,
the Owner will make no extra payment for stand-by time of
construction equipment and/or construction crews.
If it should become necessary to suspend work for an
indefinite period, the Contractor shall store all materinls in
such manner that they will not obstruct or impede thE public
unnecessarily nor become damaged in any way, and he shall take
every precaution to prevent damage or deterioration of the
work performed; he shall provide euitable drainage about the
work, and erect temporary structures where necessary.
Should the Contractor not be able to complete a portion of the
project due to causes beyond the control of and without the
fault or negligence of the Contractor as set forth in
Paraqraph C7-7.8 EXTENSION OF THE TIME OF COMPLETZON, and
should it be determined by mutual consent of the Contractor
and the Engineer that a solution to allow construction to
proceed is not available within a reasonable period of time,
then the Contractor may be reimbursed for the cost of moving
his equipment off the job and returninq the necessary
equipment to the job when it is determined by the Engineer
C7-7 (6)
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based on actual cost to the Contractor of movfng the equipment
- and no profit will be allowed.
�" No reimbursement shall be allowed if the equipment is moved to
� another construction project for the City of Fort Worth.
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The Contractor shall not suspend work without v�rritten notice
from the Enqineer and shall proceed with the Work operations
promptly when notified by the Engineer to so resume
operations.
C7-7.13 TERMINATION OF CONTRACT DIIE TO NATIC_�Tl�j, EMER�ENCY:
Whenever, because of National Emerqency, so c.eciared y the
President of the United States or other lawful authority, it
becomes impossible for the Contractor to obtain all of the
necessary labor, materials, and equipment for the prosecution
of the work with reasonable continuity for a period of two
months, the Contractor shall within seven days notify the City
in writing, giving a detailed statement of the efforts which
have been made and listinq all necessary items of labor,
materials, and equipment not obtainable. If, after
investigations, the Owner finds that such conditions existinq
and that the inability of the Contractor to proceed is not
attributable in whole or in part to the fault or neglect of
the Contract, then if the Owner cannot after reasonable eff ort
assist the Contractor in procurinq and makinq available the
necessary labor, materials nnd equipment within thirty days,
the Contractor may request the Owner to terminate the contract
and the Owner may comply with the request, and the termination
shall be conditioned and based upon a final settlement
mutually acceptable to both the Owner and the Contractor and
final payment shall be mnde in accordance with the terms of
the agreed settlement, which shall include, but not be limited
to, the payment for all work executed but no anticipated
profits on work which has not been performed. -
C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORR AND ANNIILMENT OF
CONTRACT: The work operations on all or any portion or
section of the work under Contract shall be suspended
immediately on written order of the Enqineer or the Contract
may be declared-cancelled by the City Council foz any good and
sufficient cause. The following, by way of example, 'but not
of limitation, may be considered qrounds for suspension or
cancellation:
a. Failure of the Contractor to commence work
operations within the time specified in the Work
Order issued by the Owner.
C7-7 �( 7 )
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b. Substantial evidence that progress of the work
operations by Contractor is insufficient to
complete the work within the specified time.
c. Failure of the Contractor to
sufficient labor nnd equipment
the workinq operations.
provide and maintain
to properly execute
d. Substantial evidence that the Contractor has
abandoned the work.
e. Substantial evidence that the Contractor has become
insolvent oz bankrupt, or otherwise financially
unable to carry on the work satisfactozily.
f. Failure on the part of the Contractor to observe
any requirements of the Contract Documents or to
comply with any orders qiven by the Engineer or
Owner provided for in these Contract Documents.
g. Failure of the Contractor promptly to make good any
defect in materials or workmanship, oz any defects
of any nature the correction of which has been
directed in writing by the Engineer or the Owner.
h. Substantial evidence of collusion for the purpose
of illegally procuring a contract or perpetrating
fraud on the City in the construction of work under
contract.
i. A substantial indication that the Contractor has
made an unauthorized assiqnment of the contract oz
any funds due therefrom for the benefit of any
creditor or for any other purpose.
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If the Contractor shall for any cause whatsoever
not carry on the working operation in an acceptable
manner.
If the Contractor commences leqal action against
the Owner.
A copy of the suspension order or action of the City Council
shall be served on the Contractor's Sureties. When work is
suspended for any cause or causes, or when the contract is
cancelled, the Contractoz shall discontinue the work or such
part thereof as the Owner shall desiqnate, whereupon the
Sureties may, at their option, assume the contract or that
portion thereof which the Owner has ordered the Contractor to
discontinue, and may perform the same oz may, with the written
C7-7 (8)
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consent of the Owner, sublet the work or that portion of the
r. work as taken over, provided however, that the Sureties shall
' exercise their option, if at all, within two weeks after the
J written notice to discontinue the work has been served upon
the Contractor and upon the Sureties or their authorized
agents. The Sureties, in such ever.t shall assume the
Y� Contractor's place in all respects, and shall be paid by the
Owner for all work performed by them in accordance with the
terms of the Contract Docua►ents. All monies remaining due the
� . Contractor at the time of this default shall thereupon become
due and payable to the Sureties as the work progresses,
� subject to all of the terms of the Contract Documents.
In case the Sureties do not, within the hereinabove specified
time, exercise their right and option to assume the contract
responsibilities, or that portion thereof which the Owner has
�,,, ordered by the Contractor to discontinue, then the Ownez shall
have the power to complete, by contract or otherwise, as it
may determine, the work herein described or such part thereof
� as it may deem necessary, and the Contzactor hereto agrees
that the Owner shall have the ziqht to take possession of and
use any materials, plants, tools, equipment, supplies, and
' property of any kind provided by the Contractor for the
purpose of carryinq on the work and to procure other tools,
equipment, materials, labor and property for the completion of
C° the work, and to charge to the account of the Contractor of
�,,, said contract expense for lnboz, materials, tools, equipment,
and all expenses incidental thereto. The expense so charqed
�shall be deducted by the Owner from such monies as may be due
" or may become due at any time thereafter to the Contractor
under and by virtue of the Contract or any part thereof. The
Owner shall not be required to obtain the lowest bid for the
i� work completing the contract, but the expense to be deducted
shall be the actual cost of the owner of such work.
�In case such expenses shall exceed the amount which would have
' been payable under the Contract if the same had been completed
by the Contractor, then the Contractor and his Sureties shall
�., pay the amount of such excess to the City on notice from the
Owner of the excess due. When any particular part of the work
is being carried on by the Owner by contract or otherwise
under'the provisions of this section, the Contractoz shall
continue the remainder of the work in conformity with the
� terms of the Contzact Documents and in such a manner as to not
hinder or interfere with performance of the work by the Owner.
+� C7-7.15 FIILFILLMENT OF CQNTRACT: The Contract will be
considered as havinq been fulii�led, save as provided in any
�„� bond or bonds or by law, when all the work and all sections or
parts of the project covered by the Contract Documents have
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C7-7 (9)
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been finished
Engineer, and
the Owner.
and completed, the final inspection made by the ,
the final acceptance and final payment made by
C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER:
A. NOTICE OF TERMINATION: The performance of the work
� under this contract aiay be terminated by �the Owner
in whole, or fzom time to time in part, in
accordance with this section, whenever the Owner
shall determine that such termination is in the
best interest of the Owner. Any such termination
shall be effected by mailing a notice of
termination to the Contractor specifying the extent
to which performance of work under the contract is
tezminated, and the dnte upon which such
termination becomes effective. Receipt of the
notice shall be deemed conclusively presumed and
established when the letter is placed in the United
States Mail by the Owner. Further, it shall be
deemed conclusively presumed and established that
such termination is made with just cause as therein
stated; and no proof fn any claim, demand or suit
shall be required of the Owner regarding such
discretionary action.
B. CONTRACTOR ACTION: After receipt of a notice of
termination, and except as othezwise directed by
the Engineer, the Contractor shall:
1. Stop work under the ccntract on the date and
to the extent specified in the notice of
termination;
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2. place no further orders or subcontracts for �
materials, services or facilities except as
may be necessary for completion of such '
portion of the work under the contract as is
not terminated;
3. terminate all orders and subcontracts to the
extent that they relate to the perf ormance of
work terminated by the notice of termination;
4. tzansfer title to the Owner and deliver in
the manner, at the times, and to the extent,
if any, directed by the Enqineer:
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a. the fabricated or unfabricated parts,
work in process, completed work,
supplies and other material produced as
a part of, or acquired in connection
with the performance of, the work
tezminated by the notice of
termination; and
b, the completed, or partially completed
plans, drawings, information and other
property which, if the contract had
been completed, would have been
required to be furnfshed to the Owner.
complete
as shall
notice of
pezformance of such part of the work
not have been terminated by the
termination; and
6. take such action as may be necessazy, or as
the Enqineer may direct, f or the protection
and preservation of the property related to
its contzact which is in the possession of
the Contractor and in which the Owner has or
may acquire the rest.
", At a time not later than 30 days aftez the
� termination date specified in the notice of
termination, the Contractor may submit to the
Engineer a list, certified as to quantity and
� guality, of any or all items of termination
inventory not previously disposed of, exclusive of
items the disposition of which has been directed or
� authorized by the Engineer. Not later than 15 days
thereafter, the Owner shall accept title to such
items provided, that the list submitted shall be
� subject to verification by the Enqineer upon
removal of the items or, if the items ar_e stored,
within 45 days from the date of submission of the
� list, and any necessary adjustments to correct the
list as submitted, shall be made prior to final
� aettlement.
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C. TERMINATION CLAIM: wfthin 60 days after notice of
terminntion, the Contractor shall submit his
termiaation claim to the Engineer in the form and
with the certification prescribed by the Engineer.
Dnless one or more extensions in writing aze
qranted by the Owner upon request of the
Contractor, made in wziting within auch 60-day
period or authorized extension thereof, any and all
such claims shall be conclusively deemed waived.
C7-7 (11)
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D. AMOUNTS: Subject to the provisions of Item
C7-7.16(C), the Contractoz and Owner may agree upon
the whole oz any part of the amount or amounts to
be paid to the Contractor by reason of the total or
partial termination of work pursuant hereto;
provided, that such aqreed amount or amounts shall
never exceed the total contzact price as reduced by
the amount of payments otherwise made and as
further reduced by the contract price of work not
terminated. The contract shall be amended
accordingly, and the Contractor shall be paid the
aqreed amount. No amount shall be due for lost or
anticipated profits. Nothing in C7-7.16(E)
hereafter, prescribing the amount to be paid to the
Contractor in the event of failure of the
Contractor by reason of the termination of work
pursuant to this section, shall be deemed to limit,
restrict or otherwise determine or affect the
amount or amounts which may be agzeed upon to be
paid to the Contractor puzsuant to this paragraph.
E. FAILURE TO AGREE: In the event of the failuze of
the Contractor and the Owner to agree as provided
in C7-7.16 (D) upon the whole amount to be paid to
the Contractor by reason of the termination of work
pursuant to this section the Owner shall determine,
on the basis of infozmation available to it, the
amount, if any, due to the Contractor by reason of
the termination and shall pay to the Contractor the
amounts determined. No amount shall be due for
lost or anticipated profits.
F. DEDUCTIONS: In arriving at the amount due the
contractor under this section, there shall be
deducted (a) all unliquidated advance or other
payments on account theretofore made to the
Contractor, applicable to the terminated portion of
this contract; (b) any claim which the Owner may
have against the Contractor in connection with this
contract; and (c) the agreed price for, or the
proceeds of sale of, any materials, supplies or
other thinqs kept by the Contractor or sold,
pursuant to the provisions of this clause, and not
otherwise recovered by or credited to the Owner.
G. ADJOSTMENT: If the termination hereunder be
partial, prior to the settlement of the terminated
portion of this contract, the Contractor may file
with the Engineer a zequest in writing for an
C7-7 (12)
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�, equitable adjustment of the price or prices
specified in the contract relatinq to the continued
� portion of the eontzact (the portion not terminated
by the notice of termination), such equitable
adjustment as may be aqreed upon shall be made in
�„ such price or prices; nothinq contained herein,
however, shall limit the right of the Owner and the
� Contractor to agree upon the amount oz amounts to
be paid to the Contractor for the completion of the
continued portion of the contzact when said
contract does not contain an established contrnct
�"' price for such continued portion.
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H. NO LIMITATION OF RIGHTS: Nothinq contained in this
section shall limit or alter the zights which the
Ownez may have for termination of this contract
undez C7-7.14 hereof entitled "Suspension of
Abandonment of the work and Amendment of Contract"
or any other riqht which Owner may have for def ault
or breach of contzact by Contractor.
�" C7-7.17 SAFETY ME�QD$ AND PRA�T�C�;�S: The Contractor shall be
, zesponsible for ini iating, main aininq, and supervising all
safety precautions and proqrams in connection with the work at
all times and shall assume all responsibilities for their
� enforcement.
The Contractor shall
� laws, ozdinances, and
property fzom injury,
with the work.
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comply with federal, state,
regulations so as to protect
including death, or damage in
C7-7 (13)
and local
person and
connection
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PART C - GENERAL CONDITIONS
C8-8 MEASUREMENT AND PAYl�NT
SECTION C8-6 MEASUREMENT AND PAYMENT
C6-8.1 MEASUREI�ENT OF �DANTI�IE�: The detezmination of
;- quantities of work performed by t e ontractor and authorized
by the Contract Docwnents acceptably completed under the tezms
of the Contract Documents shall be made by the Engineer, based
� on measurements made by the Enqineer. These measurements will
be made accordinq to the Dnited States Standard Measurements
used in common practice, and will be the actual lenqth, area,
solid contents, numbers, and weiqhts of the materials and
items installed.
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C8-B.2 UNIT PRIC�E$: When in the Proposal a"Unit Price" is
� set forth, the said "Unit Pzice" shall fAclude the furnishing
by the Contractor of all labor, tools, materials, machinery,
equipment, appliances and appurtenances necessary for the
�• construction of and the completion in a manner acceptable to
the Engineer of all work to be done under these Contract
Documents.
The "Unit Price" shall include all permanent and temporary
�• protection of overhead, surf ace, and underground structures,
cleanup, finished, overhead expense, bond, insurance, patent
, fees, zoyalties, risk due to the elements and other causes,
1`� delays, profits, injuries, damages claims, taxes, and all
other items not specifically mentioned that may be required to
fully construct each item of the work complete in place and in
� a satisfactory condition for operation.
C6-8.3 LUMP SDM: When in the Proposal a"Lump Sum" is set
� torth, the said "Lwap Sum" shall represent the total cost for
the Contractor to furnish all labor, tools, materials,
machinery, equipment, appurtenances, and all subsidary work
*� necessazy f or the construction and completion of all the work
, to provide a complete and f unctional item ae detailed in the
Special Contract Documents and/or Plans.
� C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and
accept t�e compensation, as herein provided, in f ull payment
for furnishing all labor, tools, materiala, and incidentals
for performinq all work contemplated and embraced under these
��' Contract Documents, for all loss and damage arisinq out of the
nature of the work or from the action of the elementa, f or any
r+ unforeseen defects or obstructions which may arise or be
encountered during the prosecution of the work at any time
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C8-8 (1)
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before its final acceptance by the Owner, (except as provided
in paragraph C5-5.14) for all risks of whatever description
connected with the prosecution of the work, for all expense
incurred by or in consequence of suspension or discontinuance
of such pzosecution of the working operations as herein
specified, or any and all infringements of patents,
trademarks, copyrights, or other legal reservations, and for
completeing the work in an acceptable manner according to the
terms of the Contract Docwaents.
The payment of any current or partial estimate prior to final
acceptance of the work by the Owner shall in no way constitute
an acknowledgment of the acceptance of the work, materials, or
equipment, nor in any way prejudice or aff ect the obligations
of the Contractor to repair, correct, renew, or replace at his
own and proper expense any defects or imperfecticns in the
construction or in the strength or quality of the material
used or equipment or machinery fuznished in or about the
construction of the work under contract and its appurtenances,
or any damage due or attributed to such defects, which
def ects, imperfection, or damage shall have been discovered on
or before the final inspection and acceptance of work or
during the one year guarnnty period after final acceptance.
The Owner shall be the sole judge of such defects,
imperfections, or damaqe, and the Contractor shall be liable
to the Owner for failure to correct the same as provided
herein. .
C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and
Sth day of each month the Contractor shall submit to the
Engineer a statement showing an estimate of the value of the
wozk done during the previous month, or estimate period under
the Contract Documents. Not later than the lOth day of the
month the Engineer shall verify such estimate, and if it is
found to be acceptable and the value of work performed since
the last partial payment was made exceeds one hundred dollars
(5100.00) in amount, 908 of such estimated sum will be paid to
the Contractor if the total contract amount is less than
S400,000, or 958 of such estimated sum will be paid to the
Contractor if the total contract amount is 5400,000 or greater
within twenty-f ive (25) days after the reqular estimate period.
The City will have the option of pzeparing estimates on f orms
furnished by the City. The partfal estimate may include
acceptable nonpezishable materials delivered to the work which
are to be incorparated into the work as a permanent part
thereof, but which at the the time of the estimate have not
been installed. (such payment will be allowed on a basis of
85$ of the net invoice value thereof.) The Contractor shall
furnish the Engineer such information as he may request to aid
CS-8 (2)
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him as a guide in the verification oz the preparation of
partial estimates.
It is understood that the partial estimate from month to month
will be approximate only, and all partial monthly estimates
and payment will be subject to correction in thc estimate
rendered following the discovery of an error in any previous
estimate,and such estimate shall not, in any respect, be taken
as an admission of the Owner of the amount of work done or of
its quality of sufficiency, or as an acceptance of�the work
done or the release of the Contractor of arry of his
responsibilities under the Contract Documents.
The City reserves the ziqht to Withhold the payment of any
monthly estimate ff the contractor fails to perf orm the work
strictly in accordance with the specifications or provisions
of this contract.
� C8-8.6 WITHHQLDING PAYMENTs Payment on any estimate or
estimates may be held in abeyance if the performance of the
construction operations is not in accordance with the
�,. requirements of the Contzact Documents.
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C8-8.7 FINAL ACCEPT�i NCE: Whenever the improvements provided
tor by the Contract Documeats shall have been completed and
all requirements of the Contract Documents shall have been
fulfilled on the part of the Contractor, the Contractor shall
notify the Enqineer in �rritinq that the improvements are zeady
for the final inspection. The Engineer shall notify the
appropriate officials of the Owner, wi�l within a reasonable
time make such final inspection, and if the work is
satisfactory,, in an acceptable condition, and has been
completed in accordance with the terms of the Contract
Documents and all approved modifications thereof, the Engineer
will initiate the processing of the final estimate and
recommend final acceptance of the prcject and final payment
therefor as outlined in C8-8.8 below.
C8-8.6 FINAL PAYMENT: Whenever all the imprcvements provided
for by the Contrac� Documents and all appzoved modifications
thereof shall have been completed and all requizements of the
Contract Documents hane been fulfilled on the part of the
Contractor, a final estfmate showing the value of the work
will be prepared by the Enqineer as soon as the necessary
measurements, computations, and checks can be made.
All prior estimates upon which payment has been made are
subject to necessary corzections or revisions in the final
payment.
C8-8 (3)
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The amount of the final estimate, less previous payments and
any sum that have been deducted or retained undez the
provisions of the Contract Documents, will be paid to the
Contractor within 60 days after final acceptance by the Owner
on a proper resolution of the City Council, provided the
Contractor has furnished to the Owner satisfactory evidence of
payment as f ollows: Prior to submission of the final estimate
for payment, the Contractor shall execute an affidavit, as
furnished by the City, certifying that all persons, firms,
associations, corporations, or othez orqanizations furnishing
labor and/or materials have been paid in full, that the wage
�scale established by the City Council in the City of Fort
Worth has been paid, and that there are no claims pending for
personal injury and/or property damages.
The acceptance by the Contractor of the last or final payment
as aforesaid shall operate as and shall release the Owner from
all claims or liabilities under the Contract for anything done
or furnished or relating to the work under Contract Documents
or any act or neglect of said City relating to or connected
with the Contract.
The making of the final payment by the Owner shall not relieve
the Contractor.of any guarantees or other requirements of the
Contract Documents which specifically continue thereafter.
C8-B.9 ADEQOACY OF DESIGN: It is understood that the Owner
believes it has employed competent Engineers and designers to
prepare the Contract Documents and all modifications of the
approved Contract Documents. It is, therefore, agreed that
the Owner shall be responsible for the adequacy of its own
design features, sufficiency of the Contract Documents, the
safety of the structure, and the practicability of the
operations of the completed project, provided the Contractor
has complied with the requirements of the said Contract
Documents, all approved modifications thereof, and additions
and alterations thereto approved in writing by the Owner. The
burden of proof of such compliance shall be upon the
Contractor to show that he has complied with the said
requirements of the Contract Docwnents, approved modifications
thereof, and all�npproved additions and alterations thereto.
CB-8.10 GENERAL GDARANTY: Neither the final certificate of
payment nor any provision in the Contract Documents nor
partial or entire occupancy or use of the premises by the
Owner shall constitute an acceptance of work not done in
accordance with the Contract Documents or relieve the
Contractor of liability in respect to any express warranties
or responsibility for faulty materials or workmanship. The
Contractor shall remedy any defects or damages in the work and
C8-8 (4)
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�., pay for any damage to other work resultinq therefrom which
shall appear within a period of one year from the date of
� final acceptance of the work unless a longer peziod is
specified andshall furnish a qood and su.fficient maintennnce
bond in the amount of 100 percent of the amount of the
�,,; contract which shall assure the performaace of the general
quaranty as above outline. The Owner will give notice of
� observed defects with zeasonable promptness.
C8-8.11 SUBSIDIARY WOR�C: Any and all work specifically
governed by documentary requirements f or the project, such as
conditions imposed by the Plans, the General Contract
Documents or these Special Contract Documents, in which no
specific item f or bid has been provided for in the Proposal,
shall be considered as a subsidiary item of work, �.he cost of
which shall be included in the price bid in the Prrposal, for
each bid item. Surface restoration, rock excrv�tion and
cleanup are qeneral items of work which fall in the category
of subsidiary work.
C8-8.12 MIS�ELLANEOUS PLAC�NT OF �iTE�tIAL; Mater.�al may be
�" allocated un er various bid tems in the Proposal to Establish
unit prices for miscellaneous placement of material. These
materials shall be uaed only when directed by the Engi�neer,
dependinq on field conditions. Payment for misc�llaneous
� placement of material will be made for only that amount of
material used, measuzed to the nearest one-tentii unit.
Payment for miscellaneous placement of material shall he in
� accordance with the General Contract Documents reqardless of
the actual amount used for the project.
� C8-8.13 RE ORD DO�pME�TTS: Contractor shall keep on record a
copy of a�� speci ications, plans, addenda, modifications,
shop drawings and samples at the site, in good order and
annotated to show all changes made during the construction
process. These shall be delivered to Engineer upon completion
�" of the work.
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C6-8 (5)
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� PART C1: SUPPLEMENTARY CONDITIONS TO PART C
�, A.
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These Supplementary Conditions amend or supplement the General Condifions of the Contract and
other provisions of the Contract Documents as indicated below. Provisions which are not so amended
or supplemented remain in full force and affect.
B. Paragraph C3-3.2 shall be deleted in its entirety and replaced with the following:
�, Upo� request, Contracto� agrees to provide to Owner complete and accurate i�formation regarding
adual woric performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterpnse
(WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or
�j examination of any books, records or files in its possession that will substantiate the actual woric
performed by a MBE and/or WBE. The misrepresentation of facts (other than a negligent
misrepresentation) and/or the commission of fraud by the Contractor witl be grounds for tertnination of
�" the contrad and/or initiating action under appropriate federal, state or local laws or ordinances relating
to false statements; funher, any such mis�epresentation (other than a negligent misrepresentation)
and/or commission of fraud will resutt in the Contractor being deteRnined to be irresponsible and barred
from participation in City woric for a period of time of not less than three (3) years.
� C. Part C- General Conditio C3-3.7 Bonds, the ara ra h�g,� sub ara ra h d. chan e the ara ra h
R�� P 9 P P 9 P 9 P 9 P
_ to read as follows:
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"No sureties will be acxepted by the Owner which are at the time in default or delinquent on any bonds
or which are interested in any litigation against the Owner. All bonds shall be made on the fortns
fumished by the Owner and surety shall be acceptable to the Ovmer. In order for a su�ety 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 do business in the state of Texas. The amount
of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total
capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized,
accredited or trusteed to do business in Texas."
Section C8-8.5 shall be deleted in its entirety and replaced with the following:
� Pa�tial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th day and
20th day of each month that the woric is in progress. The estimate shall be processed by the City on the
10th day and the 25th day respectively. Estimates will be paid within 25 days following the end of the
� estimate period, less the appropriate retainage as set out below. Partial pay estimates may include
acceptable nonperishable materials delivered to the work place which are to be incorporated into the
work as a permanent part thereof, but which at the time of the pay estimate have not been so installed.
�. If such materials are induded with a pay estimate, payment shall be based upon 85% of the net invoice
value thereof. The contractor will fumish the Engineer such information as may be reasonably requested
" to aid in the verification or the preparation of the pay estimate.
For contracts 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%).
�j; Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business
days after receipt by Contractor of the payment by City. Contractors 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.
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It is understood that fhe partial pay estimates will be approximate only, and all partial pay estimates and �
payment of same will be subject to coRection in the estimate rendered following the discovery of the
mistake in any previous estimate. Payment of a partial pay estimate shall not be an admission on the
part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the ,
woric done; nor shall same release the Contractor of any of its responsibilities under the Cont�act
Documents.
The City reserves the ripht to withhold the payment of any partial estimate if the Contractor fails to �
perfoRn the woric in stnct accordance with the specifications or other provisions of this Contract.
E. Part C- General Conditions: PareBraph C3-3.1: Delete subparagraph a. '
F. p�rt C- General Conditions: Paragraph C3-3.1: Delete subparagraph g. �
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PART D` - SPECIAL CQNDITIQNS
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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-i 8
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
D-32
D-33
D-34
D-35
D-36
D-37
D-38
D-39
D-40
D-41
D-42
D-43
D-44
D-45
D-46
D-47
D-48
D-49
D-50
AWARDOF CONTRACT ............................................................................................. SC-3
SUBMISSION OF CONTRACT DOCUMENTS ............................................................. SC-3
GENERAL.................................................................................................................... SC-4
TAXEXEMPTIONS .......:.............................................................................................. SC-6
PROJECT DESIGNATION ........................................................................................... SC-6
EQUAL EMPLOYMENT PROVISIONS ........................................................................ SC-6
PRE-CONSTRUCTION CONFERENCE ...................................................................... SC-6
COORDINATION MEETINGS ......................................:................................................SC-6
PROJECTABANDONMENT ........................................................................................SC-6
BREAKDOWN OF BID PROPO�AL ..............................._........................................... SC-6
INDEMNIFICATION............................,�,,.,........................., ............................................ SC-6
CONTRACTOR COMPLtANCE WITH WORKER'S COMPENSATfON LAW ...............SC-7
MINORITY AND WOMENS BUStNESS ENTERPRISE (MUWBE)COMPLIANCE... .....SC-9
CALENDARDAY ............................................................. ,.......................................... SC-11
SUBSIDIARYWORK ......................................................,.......................................... SC-11
WAGERATES ..................................................................................................�......... SC-11
EASEMENTS AND PERMITS .................................................................................... SC-12
COORDlNATlON WlTH FORT WORTH WATER DEPARTMENT ............................. SC-13
DAMAGE TO PRIVATE PROPERTY ......................................................................... SC-13
SHOPDRAWINGS .................................................................................................... SC-13
.CROSSING OF EXISTING UTILITIES .......................................................................SC-13
EXISTING �UTILITIES AND IMPROVEMENTS ......................................:.................... SC-13
CONSTRUCTION TRAFFIC OVER PIPELINES ........................................................ SC-14
TRAFFICCONTROL .................................................................................................. SC-14
PAYMENT..............................................................................:................................... SC-15
DELAYS..................................................................................................................... SC-y 5
DETOURS.................................................................................................................. SC-16
BARRICADES AND WARNING SIGNS ..................................................................... SC-'16
EXAMINATIONOF SITE ............................................................................................ SC-y 6
ZONINGCOMPLIANCE ............................i................................................................ SC-i 6
WATER FOR CONSTRUCTION ................................................................................ SC-16
WASTEMATERIAL .................................................................................................... SC-16
CLEANUP FOR FINAL ACCEPTANCE ...................................................................... SC-"16
PROPERTI( ACCESS ..........................................:..................................................... SC-y 6
CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......:........................SC-�6
SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ..........................SC-16
CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .................................. SC-17
SANITARY FACILITIES FOR WORKERS .................................................................. SC-18
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ............................. SC-18
RIGHTTO AUDtT ...................................................................................................... SC-18
tNCREASE OR DECREASE IN QUANTITIES ........................................................... SC-19
CUTTING OF CONCRETE ........................................................................................ SC-20
PROJECT DESIGNATION SIGN ............................................................................... SC-20
CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .................................... SC-20
MISCELLANEOUS PLACEMENT OF MATERIAL ...................................................... SC-20
TYPE "C" BACKFILL .....................................:............................................................ SC-21
CRUSHED LIMESTONE BACKFILL ........................................................................... SC-21
2:27 CONCRETE ....................................................................................................... SC-21
TRENCH EXCAVATION, BACKFILL AND COMPACTION ........................................ SC-21
PAVEMENT REPAIR (E2-19)........#.� ........................,................................................. SC-22
ovrass SC-1
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PART D - SPECIAL CQNDITIC�NS
D-51
D-52
D-53
D-54
D-55
D-56
D-57
D-58
D-59
D-60
D-61
D-62
D-63
D-64
D-65
D-66
D-67
D-68
D-69
D-70
D-71
D-72
D-73
D-74
D-75
D-76
D-77
D-78
D-79
D-80
80.1
802
80.3
80.4
80.5
80.6
80.7
80.8
80.9
80.10
80.11
80.12
80.13
D-81
D-82
D�83
D-84
D-85
TRENCH SAFETY SYSTEM FOR WATER DEPARTMEN7 PROJECTS ONLY .. SC-23
SANITARY SEWER MANHOLES ...............................:......................................... SC-24
SANITARY SEVVER SERVICES ........................................................................... SC-27
NOTUSED ........................................................................................................... SC-28
REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ......... SC-28
DETECTABLE WARNING TAPES ......................:........:....................................... SC-29
PIPECLEANING ........................................�......................................................... SC-30
BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-30
DISPOSAL OF SPOIUFILL MATERIAL ............................................................... SC-30
MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC-30
SUBSTITUTIONS.................................................................................................. SC-30
PRECONSTRUCTION TELEVISION INSPECTIONlSANITARY SEWER LINES.SC-31
VACUUM TESTING OF SANITARY S'EWER MANHOLES .................................. SC-34
BYPASSPUMPING .............................................................................................. SC-35
POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC-35
SAMPLES AND QUi4LiTY CONTROL TESTING ................................................. SC-37
TEf�'IPORARY EROSION °SEDIMENTS AND WATER POLLUTION CONTROL .. SC-38
INGRESS AND EGRESS/ ACCESS TO DRIVES .................................................`SC-39
PROTECTION OF TREES, PLANTS AND SOIL .................................................. SC-39
SITERESTORATION ........................................................................................... SC-39
STANDARD PRODUCT LIST ....................... �,............................................; ......... SC-39
STATE REVOLVING FUND (SRF) REQUIREMENTS .........................................: SC-39
TOPSOIL, SODDING AND SEEDING .................................................................. SC-40.
CONFINED SPACE ENTRY PROGRAM .............................................................. SC-45
SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ................... SC-45
,EXCAVATION NEAR TREES ........................................................�..................... SC-46
CONCRETE ENCASEMENT OF SEWER PIPE .................................................. SC-46
CLAYDAM ........................................................................................................... SC-46
EXPLORATORY EXCAVATION (D-HOLE) .......................................................... SC-47
INSTALLATION OF WATER FACILITIES ............................................................ SC-47
POLYVINYAL CHLORIDE (PVC) WATER PIPE .................................................. SC-47
BLOCKING.................................:.................:....................................................... SC-47
TYPE OF CASING PIPE ..........................................:........................................... SC-47
TIE-INS ................................................................................................................. SC-48
CONNECTION OF EXISTING MA1NS...:A .....................................�...:.................... SC-48
VALVECUT-INS .............................................:.................................................... SC-59
WATERSERVICES ..........................:.................................................................. SC-49
2-INCH TEMPORARY SERVICE LINE .......................:......................................... SC-51
ADJUST MANHOLES AND VAULTS (UTILITY CUT) ........................................... SC-51
ADJUST WATER VALVE BOXES ........................................................................ SC-51
PURGING AND STERILIZATION OF WATER LINES .......................................... SC-52
WORK NEAR PRESSURE PLANE BOUNDARIES .............................................. SC-52
WATER SAMPLE STATION ................................................................................. SC-52
SPRINKLING FOR DUST CONTROL .................................................................. SC-53
DEWATERING..................................................................................................... SC-53
TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC-53
TREEPRUNINC .............................................................................................r.... SC-53
TREEREMOVAL .................................................................................................. SC-54
02/iQ�89 SCi-2
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PART D - SPECIAL CONDITICaNS
FOR: REHABILITATION OF SANITARY SEWER MAINS
FORT WORTH, TEXAS
DOE PROJECT NO. 1824, 2369, 2370, 2371
SEWER PROJECT NO. PS46-070460410270
D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the
contractor, any part of the project, or the entire project, at any time before the contractor begins
any construction work authorized by the City. Award, `if made, shall be to the responsive low
bidder.
The following shall apply for contract documents with multiple units of work. Each unit represents
a separate project, each with an individual M/WBE specification and propd'sal `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 tF�e �City's M/WBE Ordinance on
each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit
included in the Contract.
Construction time on all units will run concurrently. For situations involving approved contracts
with multiple units, the total atlowable 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 return the contract
documents to the Department of Engineering within ten (10) working days after notification by the
City..
A Pre-Construction meeting date will be established and, noted in the L�tter to Contractor. The
effective work order date will be set at the pre-construction conference.
The contractor(s) shall be required to start construction on the project no later than ten (10)
calendar working days after the pre-construction meeting date. The City shall begin to charge
time on the project to the contractor eleven days after the pre-construction rtieeting date.
Per City ordinance 11923, the contractor(s) shall submit th�e 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 cohtractors are strongly encouraged to submit the
executed letters of intent (with M/WBE subcontractnrs) at the time of submittal of the
UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both
par�ies. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not
be allowed to begin work. Time on the project will start to accumulate at the end of the ten (10)
days as stipulated above. •
Additional submittals at time of pre-construction meeting shall include (but not limited to):
a Contractors Work Plan and Schedule
Disposal Site for Waste Material Information
Sub-Contractor ldentification
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PART D - SPECIAL C4NDITIONS
Trench Safety Design (if reqUired)
Confined Space Entry Program
Name and number of a responsible person for off hour emergencies
Project schedule which must refiect a project completion date to be, determined by the
completion time period stipulated in the proposal sectiorl.
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 docu,ments, th•e• contractor�nrill• not be allowed
to begin wo�k and time on the project will start to accumulate.
D-3 GENERAL:
The order or precedence in case of conflicts, or discrepancies between various parts of the
Contract Documents subject to the ruling of �the Engineer shall generally, but not necessarily,
follow the guidelines listed below:
1. Plans
2. Contract Documents
3. Special Conditions
The following Special Cond,itions shall be applicable to "this project rand shall govern over any
conflicts with the General Contract Documents under the pro�isions � stated above. The
Contractor shall be responsible for defects in thas project due to � faulty materials and
workmanship, or both, for a period of one (�) year from date of final acceptance of this project by
the City Council of the City of Fort Worth and will be required to replace at his expense any part
or all of this project which becomes defective due to these causes.
The City reserves the right to abandon, without obligation to the Contractor, any part of the '�
project, or the entire project, at any time before the Contractor begins any construction work
authorized by the City: Contract, if awarded, shall be as described in "Award of ContracY' above.
Subject to modifications as herein contained, the Fort Worth Water Department's General
Contract Documents and General Specifications, with latest revisions, are made a part of the
General Contract Documents for this project. The Plans, these Special Contract Documents and
the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers
name, or identification include therein as specifying, referring or implying product �control,
performance, quality, or other shall be binding upon the contractor. The specifications and
drawings shall be considered cooperative; therefore, work or material called for by one and not
shown or mentioned in the other shall be accomplished or furnished in a faithful manner as
though required by all.
Any Contractor perforrr5ing any work cin Fort 1North water or sanitary sewer fa�ilities must be pre-
qualified with the Water Department to perform such work in accordance with procedures
described in the current Fort Worth Water Department General Specifications, which general
specifications shall govern performance of all such work.�
02/f0/99 SC-4
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�PART D - SPECIAL CONDITIUNS
This contract and project, where applic�ble, may also be governed by the two following pubiished
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
j'� 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
0 pay item by the designer. If not shown, then applicable published specifications in either of these
documents may be followed at the discretion of the Contractor. General Provisions shall be those
of the Fort Worth document rather than Division 1 of the North Central Texas document.
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Bidders shall not separate, detach or remove any portion, segment or sheets from the
contract document at any time. Failure to bid or fully execute contract without retaining
contract documents intact may be grounds for designating bids as "non-responsive" and
rejecting bids or voiding contract as appropriate as determined by the City Engineer.
INTERPRETATION AND PREPARATION OF PROPOSAL:
A. DELIVERY OF PROPOSAL: No proposal will be considered unless .it is delivered,
accompanied by its proper Bid Security, to the Purchasing Manager or his representative at
the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole
responsibility to deliver the proposal at the proper time to the proper place. The mere fact
that a proposal was dispatched will not be considered. The Bidders must have the proposal
actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word
"PROPOSAL°, and the name or description of the project as designated in the "Notice to
Bidders". The envelope shall be addressed to the Purchasing Manager, City of`Fort Worth
Purchasing Division, PO Box 17027, Fort Worth, Texas 76102.
B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot
be withdrawn prior to the time set for opening proposals. A request for non-consideration of a
proposal must be made in writing, addressed to the City Manager, and filed with him prior to
the time set for the opening of proposals. After all proposals not reque�ted for non-
consideration are opened and publicly read aloud, the proposals for which non-consideration
requests have been properly.filed mav, at the option of the Owner be returned unopened.
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time prior to the time set for opening proposals, provided
such telegraphic communication is received by the Purchasing Manager prior to the said
proposal opening time, and provided further, that the City Manager is satisfied that a written
and duly authenticated confirmation of such telegraphic communication over the signature of
the bidder was mailed prior to the proposal opening time. If such confirmation is not received
within forty-eight (48) hours after the proposal opening time, no further consideration will be
given to the proposal.
a02hQ/99
SC-5
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PART D - SPECIAL C4NDITI�NS
D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for
exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and
Use Tax Act. All equipment and materials not consumed by or incorporated into the project
construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All
such taxes shall be included in the various amounts on the Proposal Form. The successful
Bidder shall be required to submit a breakdown between labor and material costs prior. to
execution of the contract.
D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be
performed under the Project Designation: Project No. PS46-07046410260
D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance
Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-
A-21 through 12-A-29) prohibiting discrimination in employment practices.
The Contractor shall post the required notice to that effect on the. project site, arid at his request,
will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer
any qualified applicant he may have on file in his office to the Contractor. Appropriate notices
may be acquired from the Equal Employment Officer.
D-7 PRE-CONSTRUCTION CONFERENCE: Before the-project work order is issued, a pre-
construction conference shall be held with representatives of the following agencies present: City
Engineering Department, City Water Department, City Public Works Department, other interested
City Departments (such; as Traffic), interested utility companies (such as gas, telephone, and
electric), Design Engineer and the successful Contractor. �Contractor shall subrnit a schedule of
operations at the pre-construction conference.
D-8 COORDINATtON MEETINGS: For coordination purposes, weekly meetings at the job site
may be required to maintain the project on the desired schedule. The Contractor shall be present
at all meeti�gs.
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 Ciry.
D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor
shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This
information is for use i�1 the preparation of a recommendation to the City for award of contract.
D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and
harmless the City, Owner and Engineer from all costs or damages arising out of any real or
asserted claim or cause of action against it of any kind or character and in addition from any and
all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either
real or asserted, claimed against it that �may be occasioned by any act, omission, neglect or
misconduct of �he said Contractor, his agents, servants and employees. The Contractor furttter
agrees to comply with all applicable laws, regulations, ordinances, building and construction
codes of the City of Fort Worth and State of Texas and with any regulations for the protection of
workers which may be promulgated by the Government and shall protect such work with .all
necessary lights, barriers, safeguards and warnings as are provided for in said specifications and
in the ordinances of said City.
oti�ass SC-6
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PART D - SPECIAL CONDITlUNS
D-12 CONTRACTOR C,OMPLIANCE WITH WORKER'S' COMPENSATION LAW:
A. Definitions:
1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of
authority to self-insure issued by the commission, or a coverage agreement �jTWCC-81,
TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance
coverage for �the person's or 'entity's employees providing services on a project, for the
duration of the project.
2. Duration of the project - includes the time from the beginning of the work on the project
until the contractor's/person's work on the project has been completed and accepted by
the governmental entity.
3. Persons providing services on the project ("subcontractor" in §406.096)- includes all
persons or-entities performing all or part of t�ie services the contractor has undertaken to
perform on the project, �egardless of whether that person contracted directly with the
contractor and regardless of whether that -person has employees. This includes, without
limitation, independent contractors, subcontractors, leasing companies, motor carriers,
owner operators, employees of any such entity, or employees of any entity which
furnishes persons to provide services on the project. "Services" include, without limitation,
providing, hauling, or delivering equipment or materials, or providing labor, transportation,
or other services related to a project. "Services" does not include activities unrelated to
the project, such as food/beverage vendors, office supply deliveries, and delivery of
portable toilets. , -- --- � - --- � ----
B. The Contractor shall provide.coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor
providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage �nds during
the duration of the project, the contractor must, prior to the end of the coverage period, file a
new certificate of coverage with the governmental entity showing that coverage has been
extended.
E. The Contractor shall obtain from each person providing services on a project, and provide the
governmental entity:
1. A certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage, for all
persons providing services on the project; and
2. No later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
D02/1Q/99
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PART D - SPEGIAL CONDITI4NS
F. The contractor shall retain all required certificates of coverage for the duration of the project
and for one year thereafter. f
G. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery,,within ten (10) days after the contractor knew or should have known„ of any�change
that materially affects the provision of coverage of any person providing services on 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 aa.person may
verify coverage and report lack of coverage.
I. The contractor shall ,contractually require each person with whom it cor�tracts 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 pgrson beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
providing services on the project,�for the duration of the project;
3. Provide the Contractor, prior. to the end of the .coverage period, a new certificate of
coverage showing extension of coverage, if the coverage �period shown on the current
certificate of coverage ends during the duration of the project;
4. Obtain from each other person with whom it contracts, and provide to the Contractor:
a.) A certificate of coverage, prior to the other person beginning work on the project; and
b.) A new certificate of coverage showing extension of coverage, prior to the end of the
coverage period, if the coverage period shown on the current ce`rtificate of coverage
ends during the duration of the project.
5. Retain'" all required certificates of coverage on file for the duration of the project and for
one year thereafter.
6. Notify the governmental entity in writing by certified mail or personal delivery, within ten
(10) days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
7. Contractually require each person with whom it contracts, to pertorm as required by
paragraphs (1)-(7), with the certificates of coverage ,to be provided to the person for whom
they are providing services.
8. By signing this contract or providing or causing to be provided a certificate of coverage�
the contractor is representing to the governmental entity that all employees of the
contractor who will provide services on the project will be covered by worker's
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PART D - SPECIAL C4NDITIC�NS
compensation coverage for the duration of the project, that the coverage will be based on
proper reporting of ciassificati�n codes and payroli amounts, and that ail coverage
agreements will be filed with t e appropriate insurance carrier or, in the case of a self-
insured, with the commission's�ivision of Self-Insurance Regulation. Providing false or
misleading information may subject the contractor to administrative, criminal, civil
penalties or other civil actions.
9. The contractor's failure to comply with any of these provisions is a breach of contract by
the contractor which entitles the governmental entity to declare the contract void if the
contractor does not remedy the breach within ten days after receipt of notice of breach
from the governmental entity.
J. The contractor shall post a notice on each project site informing all persons providing services
on the project that they are required to be covered, and stating how a person may verify
current coverage and report failure to provide coverage. Tliis notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other Texas
Worker's Compensation Commission rules. This notice must be printed with a title in at least
30 point bold type and text in at least 19 point normal type, and shall be in both English and
Spanish and any other language common to the worker population. The text for the notices
shall be the following text, without any additional words or changes: .
"REQUIRED WORKER'S COMPENSATION COVERAGE
The law requires that each person working on this site or providing services related to this
-construction project must be covered by workers' compensation insurance. This includes
persons providing, hauling, or delivering equipment or materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their
employer or status as an employee."
Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information
on the legal requirement for coverage, 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 EI�TERPRISE (M/WBE) COMPLIANCE: In
accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the
participation of minority business enterprises and women business enterprises in City contracts.
The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may
be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a
material breach of contract.
The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH
� EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid
opening. Failure to comply shall render the bid non-responsive.
� Upon request, contractor agrees to provide the City complete and accurate information regarding
actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and
payment thereof. Contractor further agrees to. permit an audit and/or examination of any books,
j"�' records or files in its possession that will substantiate the actual work performed by an MBE
�.� and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the
commission of fraud by the Contractor will be grounds for termination of the contract and/or
� oz�ass SC-9
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PART D - SPECIAL CONDITIONS
initiating action under appropriate federal, state, or local laws or ordinances relating to false
statement. 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 participating in City work for a period of time of not less than three years.
The City will consider� the contractor's performance regarding its M/WBE program in the
evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or 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/V1lBE subcontractors prior to issuance of the Notice to Proceed. Contractor�sMalf a�so provide
monthly reports on utilization of the subcontractors to the City's M/WBE office.
The Contractor may count first and second tier subcontractors� and/or suppliers toward meeting
the goals. The Contractor may count toward its goal a portion of the total dollar amount of the
contract with; a joint venture equal to tl�e percentage of the M/WBE participation in the joint
venture for a clearly defined portion of the work to be pertormed. 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 (TxDOT), Highway Division and must be located in the nine
(9) Gbunty marketplace at time of bid. The Contractor shall contact all such M/WBE
subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort
forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid
opening may result in the r�jection 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. Whenev�r a change order exceeds 10% of the
original contract, the M/WBE coordinator shall determine the goals applicable to the work to be
performed under the change order.
During the term of the contract the contract shall:
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 contract which the cpntractor had represented he would perform with his forces, the
contractor shall notify the City before subcontracts or purchase orders�are let, and shall be
required•to comply with modifications to goals as determined by the City, and ,
3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to
change or delete any of the M/WBE subcontractors or suppliers. Justification for change
may be granted for the following:
a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation
Insurance. .
b. Failure of Subcontractor to,provide required general liability of other insurance.
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PART D - SPECIAL CQNDITIQNS
� 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 NUVVBE 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 AA/V1/BEs.
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D-14 CALENDAR DAY: Delete paragraph C1-124, in Part C-General Conditions, in its entirety
and substitute the following new paragraph:
C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. The Contractor
will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth.
D-15 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 replace,�nent of fencing, and cleanup are general items of work which fall in the category of
subsidiary work.
D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have
been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with
statutory requirements, as being the prevailing classifications and rates that shall govern on all
work performed by the Contractor or any Subcontractor on the site of the project covered by
these Contract Documents. In no event shall less than the following rates of wages be paid.
(Attached)
CITY OF FORT WORTH
� HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 1 J95
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CLASSIFICATION
Air Tool Operator
Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Carpenter
Concrete Finisher (PAV)
Concrete Finisher (STRS)
Concrete Rubber
Electrician
Flagger
Form Builder (STRS)
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RATE
$9.00
$9.55
$8.80
$11.51
$10.30
$10.50
$9.83
$8.84
$15.37
$7.55
$9.83
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CLASSIFICATION
Form Liner (Pav & Curb)
Form Setter (Pav & Curb)
Form Setter (Structures)
Laborer, Common
Laborer, Utility
Mechanic
Oiler
Servicer
Painter (Structures)
Pipelayer
Blaster
RATE
$9.00
$9.24
$9.09
$7.32
$8.94
$12.68
$10.17
$9.41
$11.00
$8.98
$11.50
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PART D - SPECIAL CQNDITIQNS
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CLASSIFICATION RATE
CLASSIFICATION
RATE �
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POWER�EQUIPMENT OPERATORS
Asphalt Distributor $10.29
Asphalt Paving Machine � $10.30
Broom or Sweeper Operator $8.72
Bulldozer $10.74
Concrete Paving Curing Mach. $9.25
Concrete Pav Finishing Mach. $11.13
Concrete Paving Joint Mach. $10.42
Concrete Paving Joint Sealer $9.00
Concrete Paving Saw $10.39
Concrete Paving Spreader $10.50
Crane, Clamshell, Backhoe, f
Derrick, Dragline, Shovel $11.04
Foundation Drill Operator
(Crawler Mounted) $10.00
Foundation Drill Operator
(Truck Mounted) $11.83
Front Ent Loader $9.96
Milling Machine Operator $8.62
Mixer $10.30
Motor Grader Operator
(Fine Grade) $11.97
Motor Grader Operator $10.96
Pavement Marking Machine $7.32
Roller, Steel V1lheel
(Plant-Mix Pavements) $9.06
Roller, Steel Wheel �
(Flafinrheel or Tamping) $8.59
Roller, Pneumatic Seif-Pro $8.48
Scraper $9.63
Siipform Machine $9.92
Tractor '- Crawler Type $10.58
Tractor - Pneumatic , $9.15
Traveling Mixer $8.83
Wagon-Drill, Boring Machine $12.00
"Reinforcing Steel Setter ,�
(Paving) $13.21
Reinforcing Steel Setter
(Structural) $13.31
Steel Worker - Structural $14.80
Spreader Box Operator $10.00
Barricade Servicer Zone Wk. $7.32
Truck Driver - Single Axle
(Light) $8.965
Truck Driver - Single Axle
(Heavy) $9.02
Truck Driver - Tandem Axle
(Semi-Trailer) $8.77
Truck Driver - Lowboy/Float $1 Q.44
Truck Driver - Transit Mix $9.47
Truck Driver - Winch $9.00
Vibrator Operator (Hand Type) $7.32
Welder $11.57
D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain
temporary construction and/or right-of-entry agreements ta perform work on private property.
The City has attempted to obtain the temporary construction and/or right-of-entry agreements for
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PART D - SPECIAL CONDITIONS
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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 righi-of-entry, it
shal! be the Coniractor's responsibility to obtain the agreement prior to beginning work on subject
property. This shali 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, Ciry of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain
written permission from property owners to perform such work as cleanout� repair and sewer
service replacement on �private property. Contractor shall adhere to all requirements of
Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to
the agreement terms along with any special conditions that may have been imposed on these
agreements, by the property owners.
The easements and/or private property shall be cleaned up after use and restored to its original
condition or better. In event additional work room is required by the Contractor, it shatl be the
Contractor's responsibili�yr 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.
D-18 COORDlNATION WlTH FORT WORTH WATER DEPARTMENT: During the construction ��
of this project, it will be necessary to deactivate, for a period of time, existing lines. The
Contractor shall be required to coordinate with the Water Department to determine the best times
for deactivating and activating those lines. .
D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace
any damage to private property, including but not limited to fences, walls, pavement and water
and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a
separate pay item. .
o D-20 SHOP DRAWtNGS: Shop drawings shall be submitted by the Contractor to the
Construction Engineer, for ail equipment and materials for this project. Shop drawings shall be
submitted in quintuple (5) and two (2) shall be returned to the Contractor.
� Shop drawings must be approved by the Engineer prior to the start of work.
� D-2i CROSSING OF EXISTING UTILITIES: Where a proposed water line crosses over a
sanitary sewer or sanitary sewer service line and/or proposed sewer line �crosses over a water
line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or
sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The
Qrequired 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 (ines shatl be extra strength cast iron soil pipe
� with po(yethy(ene wrapping. Adapter fittings shal( be a urethane or neoprene coupling ASTM
C-425 with series 300 stainless steel compression straps.
O Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances
required, shal! be included in the linear foot price of the appropriate bid item.
o D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known
surtace 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
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02/fQ/99 SC-13
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PART D - SPEGIAL CC�NDITIONS
mutually �agreed that such failure shall not be considered sufficient basis for claims for additional
compensation for extra work or for increasing the pay quantities in any manner whatsoever.
The Contractor shall be responsible for verifying the locations of and protecting all existing
�utilities, service lines, or other property exposed by his construction operations. Contractor shall
make all necessary provisions for the support, protection, relocation, arid/or temporary relocation
of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines,
electrical cables, drainage pipes, and all other utilities and structures both above and below
ground �during construction. The Contractor is liable for all damages done to such existing
facilities as a result of his operations and any and all cost incurred for the protection and/or
temporary relocation of ,:such facilities shall be included in the cost bid per line�r� foot of pipe
installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED.
Where existing utilities or senrice 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 structur�s shall b�
replaced at no cost to the City by material of equal value and quality as that damaged.
In case it is necessary 'to change or move the property �of any Owner of a public utility, such
property shall not be •moved or interfered with until ordered to do so by the Engineer. The right is
reserved to the owner of public utilities to enter upon the limits of the project for the purpose of
making such changes or repairs of their property that may be made necessary by performance of
this contract.
The utility lines and conduits shown on the plans are for information only and are not guaranteed
by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on
the plans as the best information available at the time of design, from the owners of the utilities
involved and from evidences found on the ground.
D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction
vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will
be the responsibility of the Contractor to protect both the new line and the existing lines from
these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new
pipe with a truck delivering new pipe to the site. Anv damaqe to the existing or nevV' 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 rep�air 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
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PART D - SPECIAL C4NDITIQNS
of the "State of Texas Uniform Act Regulating Traffic on Highways,° codified as Article 6701 d
Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the
Contractor shall comply with City of" Fort Worth, Texas, February 1979, Traffic Control Handbook
for Construction and Maintenance Work Areas.
a The Contractor will not remove any regulatory sign, instructional sign, street name sign or other
sign which has been erected by the City. If it is determined that a sign` must be removed to
permit required construction, the Contractor shall contact the TransportatioNPublic Works
Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the
O� case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign
. meeting the requirements of the above-referenced manual and such temporary sign must be
installed prior to the removal of the permanent sign. If the temporary sign is no�''rnstalled correctly
� or if it does not meet the required specifications, the permanent sign shall be left in place until the
temporary- sign requirements are met. When construction work is completed to the extent that
the permanent sign can be reinstalled, 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 furnish barricades, flares, etc., for the protection of the public and the
work.
2. The cost of the traffic control shall be included in the price bid for pipe complete in place
as bid in the Proposal, and no other compensation will be allowed.
3. The Contractor shall furnish a traffic control plan to the City at the pre-construction
� meeting. The cost for traffic control shall be subsidiary to the unit prices for this project.
D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/o�
� removing of existing facilities shall be included in the linear foot bid price of the pipe except as
follows:
Q 1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and
larger, and sanitary sewer manholes regardless of location.
Q 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing
facilities when said facility is not being replaced in the same trench, i.e., when removal
requires a separate trenching operation.
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D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the
work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of
the City to provide information or material, if any, which is to be furnished by the City. When such
extra compensation is claimed, a written statement thereof shall be presented by the Contractor
to the Engineer, and if by him found correct, shall be approved and referred by him to the Council
for final approval or disapproval; and the action thereon by the Council shall be final and binding.
If delay is caused by specific orders given by the Engineers to stop work, or by the performance
of extra work, or by the failure of the City to provide material or necessary instructions for carrying
on the work, then such delay will entitle the Contractor to an equivalent extension of time, his
application for which shall, however, be subject to the approval of the City Council; and no such v
extension of time shall release the Contractor or the surety on his performance bond from all his
obligations hereunder which shall remain in full force until the discharge of the contract.
02/1Q/99 SC-15
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PART D - SPEGIAL �ONDITIONS
D-27 DETOURS: The Contractor shall prosecute his work in such a manner as to create a
minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and
pedestrian traffic within the project area.
D-28 BARRICADES AND WARNING S1GNS: Barricades, warning and detour signs shall
conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524,
and/or as shown° on the plans. Construction signing and barricades shall conform with "1980
Texas Manual on Uniform Traffic Control Devices, Vol. 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 r 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 b�ought to the attentiori
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 CON$TRUCTION: Water for construction will be furnished by the
Contractor at his own expense. �
D-32 WASTE MIATERIAL: 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 completed. No more than seven days shall elapse after
completion of construction before the roadway, right-of-way, or easement is cleaned up to the
satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work
before acceptance by the City of Fort Worth or �its re�resentative. This �cleanup shall include
removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials,
and in general preparing� the site of the work in an orderly manner and appearance. Final
acceptance of the completed project work shall be given by the City of Fort Worth Department of
Engineering. � '
D-34 PROPERTY ACCESS: Access� to adjacent property shall be maintained at all times
unless otherwise directed by the Engineer.
D-35 CONSTRUCTION SCHEDULE AND SEGIUENCING OF WORK: Prior to executing the
Contract, it shall be the responsibility of the Contractor to furnish 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 H1GH VOLTAGE LINES: The following
procedures will be followed regarding the subject item on this contract:
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PART D - SPECIAL G�NDITI4NS
1. A warning sign not less than five inches by seven inches, painted yellow with black letters
that are legible at twelve feet sliall be placed inside and outside vehicies such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus.
The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES."
2. Equipment that may be operated within ten feet of high voltage lines shall have insulating
cage-type of guard about the boom or arm, except back hoes or dippers, and insulator
links on the lift hook connections.
3. When necessary to work within six feet of high voltage electric lines, notification shall be
given the power company (Texas Utility Electric) who will erect temporary mechanical
barriers, de-energize the lines, or raise or lower the lines. The work done by the power
company shall not be at the expense of the City of Fort Worth. The notifying department
shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record
action taken in each case.
� 4. The Contractor is required to make arrangements with the Texas Electric Service
company for the temporary relocation or raising of high voltage lines at the Contractor's
sole cost and expense. �
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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 RESPONSIBILITY FOR DAMAGE CLAIMS: The Contractor
covenants -and agrees to indemnify, hold harmless and defend the City, and their officers, agents
senrants or employees, and/or owners of the units and lot abutting the units in this contract from
and against any and all claims for damages or injuries, including death, to any and all persons or
property, of whatsoever kind of character, whether real or asserted, arising out of or incident to
the services relating to the project to be performed by said Contractor, its officers, agents,
servants or employees, under the terms and conditions of this Contract, whether or not caused by
negligence on the part of the City, or their officers, agents, servants or employees; and said
Contractor does hereby covenant and agree to assume all liability and responsibility of City for
injuries, claims or suits for damages �to any and all persons or property, of whatsoever kind or
character, occurring during the term of this agreement and arising out of or by reason of service,
covenants or agreements performed by said Contractor, its officers, agents, servants or
employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold
harmless the City from and against any and all injuries or damages to property of City during the
performance of any of the terms and conditions of this Contract, whether arising out of or in
connection with or resulting from any and all acts or omissions of the City, their officers, agents,
servants, or employees, or caused by negligence on the part of City, or their officers, agents,
servants employees and/or owners of the units and lots abutting the units in this contract.
� In the event a written claim for damages against the Contractor remains unsettled at the time all
work on the project has been completed to the satisfaction of the Director for the Department of
Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be
arecommended by the Director of Department of Engineering for a period of 30 days after the date
of such final inspection, unless the Contractor shall submit written evidence satisfactory to the
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02/1Q/99 SC-� 7
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PART D - SPECIAL C�NDITIONS
Director that the claim has been settled and a release has �been obtained from the claimant
involved. °
Although the claim concerned remains un�ettled as of the expiration of the above 30=day period,
the Contractor may be deemed to be entitled to a semi-final payment for work completed, such
semi-final payment to be in an amount equal to the total dollar amount then due less the dollar
value -of any written claims�pending against the Contractor arising out of the performance of such
work, and such semi-final payment may then be recmmmended by the Director.
The Director shall not recommend final payment to a Contractor against whom such a�claim for
damages is outstanding for a period of six months following the date of the acceptance for the
work performed unless the Contractor submits evidence in writing satisfactory to the Director that:
1. The claim has been settled and a release has been obtained from the claimant involved,
or
2. Good .faith efforts have been made to settle such outstandir�g �class, and such good faith
efforts have failed.
If condition (1). above is met at any time within the six-month period, the Director shall
recommend that the fin�l payment to the Contractor be made. If condition (2) above is met at
any time within the six-month period, the Director may recommend that the final payment to the
Contractor be made. At the expiration of the six-month period, the Director may recammend that
final payment be made if all other work has been performed and all other obligation of the
Contractor have been met to the satisfaction of the Director.
The Director may, if he deems it appropriate� refuse to accept bids on other Department of
Engineering contract work from a Contractor against whom a claim for damages is outstanding
as a result of work performed under a Cit�•.contract or under a developer-let contract for City of
Fort Worth street and/or storm dr.ainage facilities. .
D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all nnecessary
sanitary conveniences for the�use of workers at the project site. Specific attention is directed to
this requirement.
D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's
particula� attention is directed to the requirements of Item C-6-6, "Legal Relations an'd
Responsibilities to the Public" of the Fort Worth General Conditions.
D-40 RIGHT TO AUDIT:
i4. 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
working liours to all necessary Contractor facilities and shall be provided adequate and
appropriate work space in order to conduct audits in compliance with the provisions of this
section. The City shall give Contractor reasonable advance notice of intended audits.
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PART D - SPECIAL CONDITI4NS
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect
that the subcontractor agrees ttiat the City shall, under the expiration of three (3) years after
final payment under the subcontr,act, have access to and the right to examine and photocopy
any directiy pertinent books, documents, papers and records of such subcontractor, involving
transactions to the subcontract, and further, that City shall have access during normal working
hours to all subcontractor facilities, and shall be provided adequate and appropriate work
space, in order to conduct audits in compliance with the provisions of this article together with
subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended
audits.
C. Contractor and subcontractor agree to photocopy such documents as may ae requested by
the City. The City agrees to reimburse Contractor,for the cost of copies as follows:
2. copies and under -10 cents per page
3. more than 50 .copies - 85 cents for the first page plus fifteen cents for each page
thereafter
D-4'1 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are
Q approximate. It is the Contractor's sole re'sponsibility to verify all the minor pay item quantities
prior to submitting a bid.
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When the quantity of the work to be done or materials to be furnished under any major 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 oi work above 125% of the quantity in the contract.
When the quantity of the work to be done or materials to be furnished under any major pay item
of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner o"r
by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on the portion of work below 75% of the quantity stated in the contract.
This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this
contract. •
A major pay item is defined as any individuat bid item included in the proposal that has a total
cost equal to or greater than 5 percent of the original contract. ,
A minor pay item'is defined as any individual bid item in�luded in the proposal that has a total
cost less than 5 percent of the original contract.
In the event Owner and Contractor are unable to agree on a negotiated price, Owner and
Contractor agree that the consideration will be the actual field cost of the work plus 15% as
described herein below, agreed upon in writing by the Contractor and Director of Department of
Engineering and Contractor and Director of Department of Engineering and approved by the City
Council after said work is completed, subject to all other conditions of the -contract. As used
herein, field cost of the work will include the cost of all workmen, foremen, time keepers,
mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually
used on such work on(y, plus al! power, fuel, fubricants, water and simi(ar operating expenses;
and a ratable portion of premiums on performance and payment bonds�,, pu6lic tiabi(ity, Workers
Compensation and all other insurance required by law or by ordinance. The Director of
Department of Engineering will direct the form in which the accounts of actual field cost will be
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PART D - SPEGIAL C�NDITI4NS
kept and will recommend in writing the method of doing the work and the type and kind of
equipment to be used, but suc� work will be performed by the Contractor ,as an independent
Contractor and not as an agent or employee of the City. The 15% of the actual fieid cost to be
paid to the Contractor shall cover and compensate him for profit, overhead, general supervision
and field office expense, and all other elements of cost and expense not embraced within the
actual field cost as herein specified. Upon request, the Contractor shall provide the Director of
Department of Engineering access to all accounts, bills and vouchers relating thereto.
D-42 CUTTING OF CONCRETE: When existing�concrete is cut, such cuts shall be made with
a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item.
D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in
accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or
posts. The exact locations and methods of mounting shall �be approved by the Engineer. In
addition to the 4' x 8' project signs, project signs shall be attached to barricades used where
manhole rehabilitation or replacement is being conducted. Signs suspended from barricading
shall be placed in such a way that signs do not intertere with reflective �paint or coloring on the
barricades. Barricade signs shall be in accordance with kFigure 30, ,except that they shall be 1'-0"
by 2'-0" in size. The information box shall have the following information:
For Questions on this Project Call:
(817)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 furnishing of
Project Signs shall be considered as a subsidiary �ost of the project and no additional
compensation will be allowed. �
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project
where mains are required to be placed under existing sidewalks and/or driveways, such
sidewalks and/or driveways shall be completely replaced for th�e full existing width, between
existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand
cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard�
Specifications for Construction, Item 504. .
At locations where mains are required to be placed under existing curb and gutter,,,such curb and
gutter shall be replaced to match type and geometry of the removed curb and gutter shall be
installed in accordance with City of Fort Worth Public Works Department Standard Specification
for Construction, Item 502.
Payment �for cutting, backfill, concrete, forming materials and all other associated appurtenances
required, shall be included in the square yard price of the bid iter� for concrete sidewalk or
driveway` repair.
D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under
°various bid items in the Proposal to establish unit prices for miscellaneous placement of material.
These materials shall be used only when directed by the Engineer, depending on field conditions.
Payment for miscellaneous placement of material will be made for'anly that amount of material
used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material
02/1Q/99 SCi�2�
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PART D - SPECIAL CONDITIONS
shali be in accordance with the General Contract Documents regardless of the actual amount
used for the project.
D D-46 TYPE "C" BACKFILL: ExoaV�ted material used for Type "C" backfill miast be
mechanically compacted unless the Contractor can furnish the Engineer with satisfactory
evidence the P.I. of the excavated material is less then 8.* Such evidence shail be a test report
Q from an independent testing laboratory and must include representative samples of soils in all
involved areas, with a map showing the location and depth of, the various test holes.
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If excavated material is obviously granular in nafure, 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 Backfill.**
* Revised 3/20/81
"" Revised 4/20/81
D-47 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 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill
and compaction shall meet the requirements of E2-2 Excavation and Backfill, Constru�tion
Specifications, General Contract Documents. ,
Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal
multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of
Backfill Materials, Construction Specifications, General Contract Documents.
D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for
Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as
base repair. Since this call-out includes the word "concrete", the consistent interpretation of the
Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement
per cubic yard of concrete. ,
D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and
D backfill under parking lots, driveways, gravel surtaced 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.
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A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the
stated maximum trench widths are exceeded, either through accident or otherwise, and if the
Engineer determines that the design loading of the pipe will be exceeded, the Contractor will
be required to support the pipe with an improved trench bottom. The expense of such
remedial measures shall be entirely the Contractor's own. All trenching operations shall be
confined to the width of permanent rights-of-way, permanent easements, and any temporary
construction easements. All excavation shall be in strict compliance with the Trench Safety
Systems Special Condition of this document.
B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be
backfilled above the top of the embedment material with Type `C" backfill material.
Excavate� material used for Type "C" backfill must be mechanically compacted unless the
02/1 Q�99
SC-21
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PART D - SPEGIAL C4NDITIONS
Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated
material is less than 8. Such evidence shall be a test report from an independent testing
laboratory and must include representative samples of soils in all involved areas, with a map
showing the location and depth of the various test holes. If excavated material is obviously
granular in nature, containing little or no plastic mat�erial, 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 the
Engineer, Type "B" backfill material�shall be used.
In general, all backfill material under existing or future streets shall be in accordance with
Figure A or B. Sand material specified in Fi'gures A and B'�shall' Ab'� �btained from an
approved source consisting of durable particles free of thin or elongated pieces, lumps of
clay, soil, loam or vegetable matter and shall meet the following gradation:
Size %
Sieve Retained
#4 0-5
#16 0-20
Size %
Sieve Refained
#50 0-50
#100 60-95
#200 90-100
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 (ASTfVI D698) by means of tamping only.
Trenches which lie under existing or future paving�shall be backfilled to 95% Standard Proctor
Density (ASTM D698) by jetting, tamping, or a combination of inethods. .
This density testing will be performed by City personnel at City expense and will not be
charged to the Contractor. However, the Contractor will be responsible for providing access
and trench safety system to the level of trench backfill to, be tested. No extra compensation
will be allowed for exposing the backfill layer to be tested or providing trench safety system for
tests conducted by the City. � _
D. MEASUREMENT AND PAYMENT: All material and labor costs of excavation and backfill will
be' included in the price bid per linear foot of water and sew.er pipe.
D-50 PAVEMENT, REPAIR (E2-19�: The unit price bid under the appropriate bid item of the
proposal shall cover all cost for providing pavemerit repair equal to or superior in composition,
thickness, etc., to existing pavement as detailed ir1 the Public Works Department typical sections
for Pavement and Trench Repair for Utility Cuts,,Figures 1 through 5. �
All required paving cuts shall be made �with a concrete saw in a true and straight line on both
sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be
backfilled and the top nine (9) inches shall be filled with required materials as shown on paving
details, compacted and level with the finished street surface. This finished grade shall be
maintained in a serviceable condition until the paving has been replaced. All residential
driveways shall be accessible at night and over weekends.
oa��ass SC-22
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PART D - SPEGIAL C4NDITI�NS
It has been determined by the Transportation and Public Works Department that the strip of
existing HMAG pavement between,the existing gutter and the edge of the trench pavement repair
will not hold up if such strip of existing pavement is two (2) feet or less in width.
Therefore, at the locations in the project where the trench wall is three (3) fee.t or less from the lip
of the existing gutter, the Contractor shall be required to remove the existing paving to such
gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches
outside the trench wall nearest the center of the street to the gutter line.
The pavement shall be replaced within a maximum of five (5) working days, providing job
placement conditions will permit repaving. If paving conditions are not suitable for repaving, in
the opinion of the Owner, the repaving shall be done at the earliest possible�°date�:
A permit must be' obtained from the Department of Engineering Construction Services Section by
the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility
cuts in the street. The Department of Engineering will inspect the paving repair after construction.
This permit requirement may be waived if work is being done under a Performance Bond and
inspected by the 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
Q excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The
requirements of this item govern all trenches for mains, manholes, vaults, service lines, and
' all other appurtenances. The design for the trench safety shall be signed and sealed by a
� Registered Professional Engineer licensed in Texas.
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B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and
Health Administration �Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby
made a part of this specification and shall be the minimum governing requirements `for trench
safety. ,.
C. DEFINITIONS:
a 1. TRENCHES - A trench is referred to as a narrow excavation mad� 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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2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a
series of horizontal level or steps, usually with vertical or near-vertical surfaces between
levels. .
3. SLOPING SYSTEM -�Sloping means excavating to form sides of a trench that ate inclined
away from the excavation.
4. SHIELD SYSTEM - Shields used in trenches are generally referred to as �trench boxes" or
"trench shields°. Shield means a structure that is able to withstand the forces imposed on
it by a cave-in and protect workers within the structure. Shields can be permanent
structures or can be designed to be portable and move along as the work progresses.
Shields can be either pre-manufactured or job-built in accordance with OSHA standards.
02/1Q/99
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PAF�T D - SPECIAL C4NDITION.S ,
5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, me�hanical
or timer system that supports the sides of a trench and which is designed to prevent cave-�
ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights),
horizontal rails (wales) and/or sh�eting.
D. MEASUREMENT - Trench depth is the vertical measurement �rom the top of the existing
ground to the bottom of the pipe or structures. The quantity of trench„ safety systems shall be
�based on the linear foot amount of trench depth greater than five (5) feet.
E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools,
materials, equipment and incidentals necessary for the installation uand -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 manufacturer's recommendations. Stainless ,Steel manhole 'inserts shall be
required for all pipe diameters 18" and greater.
3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole
shall be sealed on the outside of the manhole with Ram=Nek ar an approved equal
sealant. The lift hole shall be sealed on the inside of the manhole with quick setting
cement grout. - '
4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands
shall be at an elevation not more than one (1) nor less than one-half `(1/2) inch above the
surrounding ground. Backfill shall provide a uniform slope from the top of manhole
casting for not less than three (3) feet each direction to existing finish grade of the ground.
The grade of all surfaces shall be checked for proper slope and grade by string lining the
entire area regarded near the manhole.
Manholes in open fields, unimproved land, or drainage courses shall be at ar� �elevation
shown on the drawings or minimum of 6."inches above grade.
5. .MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole�frames
and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots.
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PART D - SP�ECIAL CONDITIQNS
Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap
between the frame and cover. Bearing surtaces shall be machine finished. Locking
manhole lids and frames will be restricted to°locations within the 100-year floodplain and
areas specificaliy designated on the plans. Certainteed Ductile Iron Manhole Lids and
Frames are acceptable for use where locking lids are specified.
p 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when
manhole depth is four (4) feet or less. .All shallow cone cnanholes shall be built in
�ccordance with Figure 105. All shallow cone manhol s shall have a cast iron lid and
frame with pick slots. NOTE: MANHOLES PER FIGUR� 106 WILL NOT BE ALLOWED.
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7. MANHOL:E STEPS: No manhole steps are to be installed on any sanitary sewer manhole.
8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with
two�mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-
450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness.
9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole
Q 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. �
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This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-
Seal, Ram-Nek, E-Z Stick, or-equal. The joint sealer shall be supplied in either extruded
pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended
by the manufacturer and approved by the Engineer. The joint sealer shall be protected by
a suitable removable wrapper and shall not in any way depend on oxidation, evaporation,
or any other chemical action for either its adhesive properties or cohesive strength. The
Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing
regardless of the length of time it is exposed to the elements. The manufacturer shall
furnish an affidavit attesting :to the successful use of the product as a pre-formed flexible
joint sealant on concrete pipe and manhole sections for a period of at least five years.
B. EXECUTION:
1. 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 other foreign matter. A
primer shall be applied to all surfaces prior to installing the joint sealant in accordance with
the recommendations by the manufacturer. The protective wrapper shall remain on the
joint sealant until immediately prior to the placement of the pipe in the trench. After
removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and
cover over manhole opening with the, bottom of the rings resting on Bitumastic joint sealer.
Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint
sealer.
2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full
D depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole
frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench
nearly vertical.
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PART D - SPECIAL CONDITI4NS
Remove manhole frame from the manhole structure and observe the condition of the
frame and grade rings. Any frame or grade ring that is not suitable for use as determined
by the Engineer shall be replaced. Grade rings that are constructed of brick, biock
materials other than pre-cast concrete ring�, or where necessary and approved by the
Engineer; shali be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a
pre-cast concrete flattop section will be the only adjustments allowed.
In brick or block manholes, replace the upper portion of the manhole to a point 24 inches
below the frame. If the walls or cone section below this level are structurally unsound,
notify the Engineer prior to replacement of the grade' rings and manh'v'le�fra�me. Existing
brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense.
Wire brush manhole frame and exposed manhole surfaces to remove dirt anc� loose
debris. Coat exposed manhole surfaces with an approved bonding agent followed by an
application of a quick setting hydraulic cement to provide a smooth working surface.
If the inside diameter of the manhole is too large to safely support new adjustment rings or
frames, a flat top section shall be installed.
Joint surfaces between the frames, adjustment rings, and cone section shall �be free of
dirt, stones, debris and voids to ensure a watertight seal. Place flexible ,gasket joint
material along the inside and outside edge of each joint, or use trowelable material in lieu
of pre-formed gasket material. Position the butt joint of each length of joint material on
opposite sides � of the manhole. No steel shims, -wood, stones, or any material not
specifically accepted by the Engineer may be used to obtain final surface elevation of the
manhole frame.
In paved areas or future paved areas, castings shall be installed by using a straight edge
not less than ten (10) feet long so'that the top of the casting will conform to the slope and
finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the
finished elevation. Allowances for the compression of the joint material shall be made to
assure a proper final grade elevation. �
3. EXPOSED EXTERIOR SURFACES: All exposed exterior surtaces 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 joints shall be thoroughly cleaned with a wire
brush and then waterproofed with a 1/2-inch th'ick coat of trowelable bitumastic joint
sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be
wrapped with 6 mil plastic to protect"the sealant from damage during backfilling.
C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include
all labor, equipment, and materials necessary for construction of the manhole including, but
not �limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair.
The price bid for reconstruction of � existing manholes shall include all labor equipment and
materials necessary for construction of new manhole, including, but not limited to, excavation,
ovfa�s SC-26
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PART D - SPECIAL C4NDITIONS
backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and
pavement repair.
The price bid for adjusting and/�r sealing of existing manholes shall include all labor,
equipment and materials necessary for adjusting and/or sealing the manhole, including but
not limited to, joint sealing, lifthole sealing, and exterior surface coating.
Payment for concrete collars will be made per each. Payment for manhole inserts will be
made per each.
D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or
new sanitary sewer service shall be made 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 shall be constructed by the Contractor utilizing
standard factory manufactured tees. City approved factory manufactured saddle taps may be
used, but only as directed by the 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
C6-6.15.
A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the
Contractor shall vertically adjust the existing sewer service line as required for reconnection
and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum
bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid
any horizontal adjustment. For.open cut applications, all sanitary sewer seivice lines shall be
replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer
services on sewers being rehabilitated using pipe enlargement methods shall be replaced to
the property or easement line or as directed by the Engineer. Procedures listed below for
Sewer Service Replacement shall be adhered to for the installation of any sewer service line
including the incidental four (4) feet of service line which is included in the price bid for
Sanitary Sewer Taps. Payment for work such as backfill� saddles, tees, fittings incidental four
(4) feet of service line and all other associated appurtenances required shall be included in
the price bid for Sanitary Sewer Taps. .
B. SEWER SERVICE "REPLACEMENT: All building sewer services encounte'red 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 two (2) percent slope or
as approved by the Engineer. Connection to the existing sewer service line shall be made
with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M.
C-425 with series 300 stainless steel compression straps.
Payment for work and materials such as backfill, pipe, fittings, surface restoration on private
o 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
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SC-27
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PART D - SPECIAL C4NDITIONS
line replacement. Payment for aii work and material invoiving the "tap" shall be included in
the price bid for sanitary sewer service taps.
D-54 NOT USED
D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any
removal, salvaging and/or abandonment ofi existing facilities will necessarily be required as shown
on the plans, and/or described in these Special Contract Documents in addition to those located
in the field and identified by,�the Engineer. This work shall be done in accordance with Section
E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and
Specifications, unless amended or superseded by requirements-of this Special� �o�di�ion.
A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and
meter box shall be removed and returned to the Water Department warehouse by the
Contractor in accordance with Section �E2-1.5 Salvaging of Materials.
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SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water
meter and concrete vault lid .shall be removed and returned to the Water Department
warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The
concrete vault shall be demolished in place to a point 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.
SALVAGE OF EXISTING �FIRE HYDRANTS:,-��Existing fire hydrants shall be removed and
returned to the Water Department warehouse by the Contractor in accordance with Section
E2-1.5 Salvaging of Materials. The void 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 surtace and grade. '
D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be
removed and returned to the Water Department warehouse by the Contractor in accordance
with Section E2-1.5 �Salvaging of Materials. The void area caused by the valve removal
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
02/iQ/99 SC+-2$
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PART D - SPECIAL CONDITIQNS .
excavat�d materiai approved by the Engineer. Surface restoration shall be compatible with
the existing surrounding grade. �
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G. ABANDONMENT O,F 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 �pproved by the Engineer. Surface
restoration shall be compatible with surrounding service surface. Payment for work involved
in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in
the appropriate bid item - Abandon Existing Sewer Manhole.
H. REMOVAL OF MANHOLES: .Manholes to be removed shall have all pipes entering or exiting
the structure disconnected. The complete manhole, including top or cone section, all full
barrel diameter section, and base section shall be removed. The excavation shall then be
backfilled and compacted in accordance with backfill method as specified in Section E2-2.9
Backfill. Backfill material may be with Type C Backfill or �'ype 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 consideretl to be
included in the linear foot bid price of the pipe, unless separate trenching is required.
J. REMOVAL OF EXISTING PIPE: Where removal of the 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.
K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or
removing existing facilities shall be included in the linear foot bid price of the pipe, except as
follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch
and larger, and sanitary sewer manholes, regardless of location.
Payment will be• made for salvaging, abandoning and/or removing all other existing facilities
when said facility is not being replaced in the same trench (i.e., when removal requires a
separate trench). �
D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which
can be located from the surface by a pipe detector shall be installed directly above non-metallic
water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen
Systems, Inc. or approved equal, and shall consist of a, minimum thickness 0.35 mils solid
afuminum 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 inchh 00'. The tape shall be color coded and imprinted with the message as
follows:
O
02110/99
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Tvpe of Utilifv
Color Code
Le4ends
Water
Sewer
Safety Blue
Safety Green
Caution! Buried Water Line Below
Caution! Buried Sewer Line Below
Installation of detectable tapes shall be per manufacturer's recommendations and shall be �as
closZ to the grade as is practical for optimum protection and detectability. Allow a minimum of 18
inches between the tape and the pipe. Payment for �work such as backfill, bedding, blocking,
detectable tapes, and all other associated appurtenances required shall be included in the unit
price bid for the appropriate bid item(s).
D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by the
inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night
plug shall be installed on all exposed pipe ends during any period of work stoppage.
D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions,
Section C6-6.8 Barricades,lNarnings, and Watchmen:
A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word
Fl.agmen.
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 spoiVfill material,
the Contractor shall advise the Director of Engineering Department, acting as the City of Fort
Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the
Contractor intends to dispose of such material. Contractor shall not dispose of such material until
the proposed sites have been determined by the Administrator to meet the requirements of the
Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must
be approved by the Administrator to ensure that filling is not occurring within a floodplain without
a permit. A floodplain permit can be issued �upon approval of necessary Engineering studies. No
fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal
sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a
known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any
expenses associated with obtaining the fill permiti', including any necessary Engineering studies,
shall be at the Contractor's expense. In :the event that the Contractor disposes of spoiVfill
material at a site without a fill permit or a letter from the administrator approving th� disposal site,
upon notification by the Director of Engineering Department, Contractor shall remove the spoiVfill
material at its expense and dispose of such materials in accordance with the Ordinances of the
City and this section.
D-60 MECHANICS AND MATERIALM�N'S LIEN: The Contractor shall be required to execute
a release of inechanics and materialmen's liens upon receipt of payment.
D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of
quality which the City believes necessary to procure a satisfactory project. No substitutions will
be permitted until the Contractor has received written permission of the Engineer to make a
substitution for the material which has been specified. Where the term "or equal", or "or
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PART D - SPECIAL CC�NDITIQNS
approved equal° is used, it is understood that if a material, product, or piece of equipment bearing
the name so used is furnished� it will be ,approvable, as the particular trade name was used for
the purpose of establishing a standard-�f quality acceptable to the City. If a product of any other
name is proposed for use, the Engineer's approval thereof must be obtained before the proposed
substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not
used in the specifications, this does not necessarily exclude alternative items or material or
equipment which may accomplish the intended purpose. However, the Contractor shall have the
full resp�nsibility 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 sp�cifications.
� D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
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A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be
abandoned, removed (except where being replaced in the same location), or rehabilitated
(pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.),. shall be cleaned,
and a television inspection performed to identify any active �sewer service taps, other sewer
laterals and their locatjon. Work shall consist of furnishing all labor, material, and equipment
necessary for the cleaning and inspection of the sewer lines by means of closed circuit
television. Satisfactory precautions shall be taken to protect the sewer lines from damage
that might be inflicted by the improper use of cleaning equipment. '
1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line
cleaning equipment shall be constructed for easy and safe operation. The equipment
shall also have a selection of two or more high-velocity nozzles. The nozzles shall be
capable of producing a scouring action from 15 to 45 degrees in all size lines designated
. to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring
manhole walls and floor. The gun shall be capable of producing flows from a fine spray to
a°solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps,
and hydraulically driven hose reel.
Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such
a way that a portion of the dam may be collapsed - at any time during the cleaning
operation to protect against flooding of the sewer. The movable dam shall be equal in
diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls
or other equipment which cannot be collapsed is used, special precautions to prevent
flooding of the sewers and public or private property shall be taken. The flow of sewage
present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning
devices whenever possible.
2. CLEANING PROCEDURES: The designat�d sewer manholes shall be cleaned using
high-velocity jet equipment. The equipment shall be capable of rernoving dirt, grease,
rocks, sand, and other materials and obstructions from the sewer lines and manholes. If
cleaning of an entire section cannot be successfully performed from one manhole, the
equipment shall be set up on the other manhole and cleaning again attempted. If, again,
successful cleaning cannot be performed or equipment fails to traverse the entire
manhole section, it will be assumed that a major blockage exists, and the cleaning effort
shall be abandoned. When additional quantities of water from fire hydrants is necessary
to avoid delay in normal working procedures, the water shall be conserved and not used
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unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by
the hydrant. Before using any water from the City Water Distribution System, .the
Contractor .shall apply for and, receive permission from the Water Department. The
Contractor shall be responsible for the water meter and' related charges for the setup,
including the water usage bill. All expenses shall be considered incidental to cleaning.
3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid
or semisolid material resulting from the cleaning operation shall be removed at the
downstream manhole of the section being cleaned. Passing material from manhole
section to manhole section, which could cause line stoppages, accumulations of sand in
wet wells, or damage pumping equipment, shall not be permitted:�
4. All solids or semisolid resulting from the cleaning operations shall be removed from the
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 wor�Cday and disposed of at no
additional cost to the City, �
5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVEDy THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES.
6. TELEVISION INSPECTION EQUIPMENT: �The television camera used for the`inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
camera shall be suitable to allow a clear pictur,e of the,entire „periphery of the pipe. The
camera shall be-operative in 100% humidity conditions. The camera, tele�ision monitor,
and other components of the video system shall be capable of producing picture quality to
the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no
payment will be made for an unsatisfactory inspection.
B. EXECUTION:
1. TELEVISION INSPECTION: The camera st�all 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 ptalled 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 intertere 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 communi�ations shall be set up between the two
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
inspection video tapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of ineter device. Marking on the cable, or
the like, which would require interpolation for depth of manhole, will not be allowed.
Accuracy of the distance •meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, ar�d the accuracy shall be satisfactory to the Engineer.
02/1W99 SC+'32
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The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the ContractorR The cost of retrieving the Television camera, under all
circumstance,s, when it becorries lodged during inspection, shall be incidental to Television
inspection.
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept
by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewe`r service taps observed �uring 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 discernible features will be
recorded, and a copy of such records will be supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interfere with the Contractor's
operations.
� 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
Q shall be furnished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days.
Equipment shall be provided to the City by the Contractor for� review of the tapes. Tapes
awill be �eturned to the Contractor upon completion of review by the Engineer. Tapes shall
not be erased without the permission of the Engineer.
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If the tapes are of such poor quality that the Engineer is unable to evaluate the condition
of the sewer iine or to locate service connections, the Contractor shall be required to re-
televise and provide a good tape of the line at no additional cost to the City. If a good
tape cannot be provided of such quality that can be reviewed by the Engineer, no
payment for televising this portion shall be mac�e. 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 returned to the Contractor�upon completion of
review by the Engineer.
All costs associated with this work shall be incidental to unit prices bid for items under
Television Inspection of the Proposal.
C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of
sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall
provide the Engineer with tapes of a quality that the particular piece of sewer can be readily
evaluated as to existing sewer conditions and for providing appropriate means for review of
02/1Q�99
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PART'D - SPECiAL CONDITIONS
the tapes by the Engineer including collection and removal, transportation and disposal of
sand and debris from the sewers to a I�egal dump site.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line analysis.
The primary purpose of cleaning is for television inspection and rehabilitation; when a partion
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 becomes lodged
during inspection, shall be incidental to TV Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping
required to pPovide reliable, regular sewer service to the area fiesidents. All bypass pumping
shall be incidental to the project.
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES
A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer
manholes.
B. EXECUTION:
1. TEST PROCEDURE: Manholes shall 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
recomm�ridations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the
vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read
after the required test time. The required test time shall be determined from the Table I
below in accordance with ASTM C1244-93:
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Tabie I
MINIMUM TIME REQUIRED FOR VACUUM DROP
OF �" H� (10"Hg - 9"Hg) (SEC)
Depth of MH. ' 48=1nch Dia. 60-Inch Dia.
(FT.) Manhole . Manhole
0 to 16' 40 sec. , 52 sec.
18'
45 sec.
50 sec.
55 sec.
59 sec.
64 sec.
69 sec.
74 sec.
5 sec.
59 sec.
65 sec.
20'
22'
24'
26'
28'
30'
For Each
Additional 2'
72 sec.
78 sec.
85 sec.
91 sec.
98 sec.
6 sec.
a 2. ACCEP`TANCE: The manhole shall be considered acceptable, if the drop in the level of
vacuuii�n 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 materiai which
D 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 normai
a 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.
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C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the
contract price per each vacuum test. This price shall include all material, labor, equipment,
and all incidentals, including all bypass pumping, required to complete the test as specified
herein.
D-64 BYPASS� PUMPING: The Contractor shall bypass the sewage around the section or
sections of sewer to be rehabilitated� and/or replaced. The bypass shall 'be made by plugging�
existing upstream manhole and pumping the sewage into a downstream manhole or adjacent
system or other method as may be approved by the Engineer. The pump and bypass lines shall�
be of adequate capacity and size to handle the 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 1NSPECTION OF SANITARY SEWER:
A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television
inspection performed. Work shall consist of' furnishing all (abor, material, and equipment
necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory
precautions shall be taken to protect the sewer lines from damage that might be inflicted by
the improper use of cleaning equipment.
02/1 Q/99
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PART D - SPECIAL CC�NDITIC)NS
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 throu,gh 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 finro
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
inspection video tapes shall have a footage counte,r. Measurement for location of sewer
service taps shall be above ground by means of ineter device. Marking on the cable, or
the like, which would require interpolation for depth of manhole, will not be allowed.
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape� or
other suitable device, and the accuracy shall be satisfactory to the Engineer.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor. The cost or retrieving the Television camera, under all
circumstances, when it becomes lodged during inspection, shall be incidental to Television
inspection.
Sanitary sewer mains must be laced with enough water to fill all low pints. The television
inspection must be done immediately following the lacing of the main with no water flow.
If sewer is active, flow must be restricted to provide a clear image of sewer being
inspected. � �
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept
by the Contractor and will clearly show the location in relation �to an adjacent manhole of
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 s�andard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interfere with -the Contractor's
operations.
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4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to suppiy a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the sarrie speed that it was recorded. The television tapes
shall be furnished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days. Equipment shall be
provided to the City by the Contractor for review of the tapes. Tapes will be returned to
the Contractor upon completion of review by the Engineer. Tapes shall not be erased
without the permission of the Engineer.
If the tapes are of such poor quality that the Enqineer is unable to evaluate the condition
a of the sewer line or to locate service connections, the Contractor shall be required to re-
televise and provide a aood tape of the line at no additional cost to the Citv. If a good
tape cannot be provided of such quality that can be reviewed by the �ngineer, no
� payment for televising this portion sha(I be made. Also, no payment shatl be made for
portions of lines not teievised or portions where manholes cannot be negotiated with the
television camera.
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D. PAYMENT OF POST-CONSTRUCTION TELEVISlON INSPECTlON OF SANITARY
SEWERS: The cost for post-construction Television lnspection 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 service to the area residents. All bypass pumping
shaA be incidental to the project.
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D-66 SAMPLES AND QUALITY CONTROL TESTING:
A. The Contractor shall furnish, at its own expense, certifications by a private laboratoty for all
materials proposed to be used on the project, including a mix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to
be used along with the name of the pit from which the material was taken. The contractor
shall provide manufacturer's certifications for all manufactured items to be used in the project
and will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
p days prior to the placing of concrete using the same aggregate, cement, and mortar which are
to be used later in the concrete. The Contractor shall provide a certified copy of the test
results to the City.
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C. Quality control testing of in-place material on this project will be pertormed by the city at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates as
0?JiQ�39 SC-;j%
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determined by the City. The failure of the City to make any tests of materials shall in no way
relieve the contractor of its responsibility to furnish materials and equipment conforming to the
requirements of the contract.
D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations
requiring testing. The Contractor shall provide access and trench safety system (if required)
for the site to be tested, and any work effort involved is deemed to be included in the unit
price for the item being tested.
E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to
the job site. The ticket shall specify the name of the pit supplying the fill material.
D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL:
A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water
pollution control measures deemed necessary by the Engineer for the duration of the
contract. These control measures shall at no time be used as �a substitute for the permanent
control measures unless otherwise directed by the Engineer and they shall not include
measures taken by the CONTRACTOR to control cor�ditions 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 au#hority to define erodible earth
and the authority to limit the surface area of erodible-earth material exposed by preparing
right-of-way, clearing and grubbing, the surface area� of erodible-earth material �exposed by
excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control
measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or
other areas of water impoundment. Such work may involve the construction of temporary
berms, dikes, dams, sediment basins, slope drains � and use of temporary mulches, mats, �
seeding, or other control devices or methods directed by the Engineer as necessary to control
soil erosion. Temporary pollution-control measures shall be used to prevent or correct
erosion that may develop. during construction prior to installation of permanent pollution
control features, but are not associated with permanent control features on the project. The
Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and
borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the
finish grading, mulching, seeding, and other such permanent pollution-control measures
current in accordance with the accepted schedule. Should seasonal conditions make such
limitations unrealistic, temporary soil-erosion-control measures shall be pertormed as directed
by the Engineer. .
1. 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.
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Aii waterways shall be cleared as soon as practicable of false work, piling� debris or other
obstructions placed during construction operations that are not a part of the finished work.
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The Contractor shall take sufficieht 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.
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D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor
shall provide ingress and egress to the property being crossed by this construction and adjacent
property when construction �is not in progress and at night. Drives .shall be left accessible at
night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize
obstruction of access to drives and property during the progress of construction. Notification shall
be� made to an owner prior to his driveway being removed and/or rebuilt.
D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the
Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored
after completion of the work, to a condition equal to or better than existed prior to start of work.
Any trees or other landscape features scarred or damaged by the Contractor's operations shall
be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the wotk
will be permitted only by experienced workmen in an approved manner (No t�imming or pruning
without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly
treated as soon as possible with a tree wound dressing.
D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original
grade and condition after completion of his operations subject to approval of the Engineer. The
basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a
foot.
D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in
the bid documents must appear in the latest "City of Fort Worth Standard P�oduct 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 rriinimum technical requirements.
D-72 STATE REVOLVING FUND (SRF� REQUIREMENTS: This project, in addition to standard
City of Fort Worth requirements, may involve certain State requirements. These requirements� if
applicable, are provided in the following documents and should thoroughly be reviewed and
completed by the contractor. They include:
a 1. At the Time of Contract Document Execution
• ED-103-Contractors Act of Assurance
,• ED-104-Resolution
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Work required to conform to these requirements shall 'be considered subsidiary and no extra
payment will be made.
02/1Q/99 SC-39
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PART D - SPEGIAL C4NDITIONS
The SRF requirements are included in Appendix A.
D-73 TOPSOIL, SODDING
the City of Fort Worth Parks
Sodding and Seeding.
1. TOPSOIL
DESCRIPTION: This item will consist of furnishing and placing `a minimum of six (6) inches of
topsoil, .free from rock and foreign material, in all parkways and medians to the lines and
grades as established by the Engineer.
CONSTRUCTION METHODS: Topsoil will be secured from borrow 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 mat'erial secured from street excavation shall be
stockpiled at locations approved by the Engineer, and at completion of grading and paving
operations, topsoil shall be placed on parkway�� areas so as to provide a minimum six (6)
inches of compacted depth of topsoil parkways.
2. SODDING
DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, "Buffalo or St.
Augus`tine grass�in the areas befinreen the curbs and walks, on terraces, in median strips, on
embankments o'r 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.
MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St�. Augustine grass
secured from sources where the soil is fertile. Sod to be placed during� the dormant state of
these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a
healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum
thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy,
virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness
of native soil attached to the roots. • �
The sod shall .be free from obnoxious weeds or other grasses and shall not contain any
matter deleterious to its growth or which might affect its subsistence or hardiness when
transplanted: Sod to be placed between curb and walk and on terraces shall be the same
type grass as adjacent grass or existing lawn.
Care shall be taken at all times to retain native soil on•the roots of the sod during the process
of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug
until planted. When so directed by the Engineer, the sod existing at the source shall be
watered to the extent required prior to excavating. Sod material shall be planted within three
days after it is excavated.
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
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AND SEEDING: This item shall be performed in accordance with �
and Community Services Department Specifications for Topsoil,
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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. Surtaces of block sod, which, in the opinion of the Engineer, may slide due to
the height or slope of the surface or nature of the soil, shall,. upon direction of the
Engineer, be pegged with wooden pegs .driven through the sod block to the firm earth,
sufficiently close to hold the block sod firmly in place.
When necessary, the sodded areas shall be smoothed after planting has be�n completed
and shaped to conform to the cross-section previously provided and existing at the time
sodding operations were begun. Any excess dirt from planting operations shall be spread
uniformly over the adjacent areas or disposed of as directed by the Engineer so that the
completed surface will present a sightly appearance.
D 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.
O3. 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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PART D - SPEGIAL CQNDITIONS
requirements hereinafter described. Sodding shall be either "spot" or "block"; either
Bermuda, Buffalo or St. Augustine grass.
a. Spot Sodding
Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the
dimensions shown on the Drawings, shall be opened on areas to be sodded. In all
furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch
centers at proper depth so that the top of the sod shall not be more than one-half (1/2)
inch below the finished grade. Holes of equivalent depth and spacing may be used
instead of furrows. The soil shall be firm around each block and then the entire sodded
area shall be carefully rolled with a� heavy, hand roller deveCoping fifteen (''f5j� to twenty-five
(25) pounds per square inch cotnpression. Hand.tamping may be required on terraces.
b. Block Sodding.
MATERIALS:
a. General. All seed used must carry a Texas Testing Seed label showing purity and
germination, name, type.of seed, and that the seed meets all requirements of the Texas
� Seed Law. Seed furnished shall be�of the previous season's crop and the date of analysis
shown on each tag shall be within nine (9) months of time of delivery to the project. Each
variety of seed shall be furnished and delivered in separate bags or containers. A sample
of each variety of seed shall be furnished for analysis and testing when directed by the
Engineer.
02/f0/99
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PART D - SPECIAL C4NDITIC)NS
The specified seed shail equal or exceed the following percentages -of Purity and
germination: '
Common Name
Common Bermuda Grass
Annual Rye Grass
Tall Fescue �
�Western Wheatgrass
Buffalo Grass Varieties
Top Gun
Cody
Puri
95%
'95%
85%
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 Tipht Soils � Mixture for
- . Sandv Soils
Dates (Eastern Sections) (Westerra Sections) (All Sections)
Feb� 1 Bermudagrass 40 Buffalograss 80 �Bermudagrass 60
to Buffalograss 60 Bermudagrass 20 Buffalograss 40
May 1
Total: 100 Total: 100 Total: 100
'Table,120.2.(2)b
TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS)
Dates
Aug 15
to
May 1
(All Sections)
Tall `Fescue 50
Western Wheatgrass 50
Annual Rye 50
Totaf: 100 �
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shovirn 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 b�en 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 seecl is by hand, rather than by mechanical methods, the seed shall be sown in two
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PART D - SPECIAL CONDITI4NS
directions at right angles to each other. Seed and fertilizer shall be distributed at the same
time provided the specified uniform rate of application for both is obtained. "Finishing" as
specified in Section D-46, Construction Methods, is not applicable since no seed bed
preparation is required. �
DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall
be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be
reduced to less than one (1) inch in diameter or they shall be removed. The area shall then
be finished to line and grade as specified under "Finishing° in Section D-46, Construction
Methods.
The seed, or seed mixture, specified shall then be planted at the rate required and the
application shall be made uniformly. If the sowing of seed is by hand rather than by
mechanical methods, seed shall be raked or harrowed into the soil to a depth of
approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of
the "Cultipacker" type. All rolling of the slope areas shall be on the contour.
ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed
to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in
the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be remo�ed.
The area shall then be finished to line and grade as specified under "Finishing" in Section D-
46, Construction Methods.
Water shall then be applied to the cultivated area of the seed bed until a minimum depth of
six (6) inches is thoroughly moistened. -
After the watering, when the ground has become sufficiently dry to be loose and pliable, the
seed� or seed mixture specified, shalG then be planted at the rate required and the application
shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods,
the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may
be distributed at the same time, provided the specified uniform rate of application for both is
obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of
approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface
without ruts or tracks. In between the time compacting is completed and the asphalt is
applied, the planted area shall be watered sufficiently to assure unifarm moisture from the
surface to a minimum of six (6) inches in depth.
The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall
be of the type and grade as shown on the Drawings and shall conform to the requirements of
the item 300, "Asphalts, Oils and Emulsions". !f the type of asphalt to :be used is not shown
on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of
the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied
to the area in such a manner so that a complete film is obtained and the finished surface shall
be comparatively smooth.
RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where
temporary cool season species have been plante may be replanted beginning February h
with warm season species as listed in Table 120.2( )a. The re-seeding will be achieved in th�e
following manner. The cool season species shall be mowed down to a height of one (1) inch
Q02/1 Q/99
SC-43
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-PART D - SPECIAL C4NDITI�NS
to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate
soil penetration.
* Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the
soil and places the seed in ttie slit which is then pressed close with a cultipacker wheel.
CONSTRUCTION WITHIN PARK AREAS
TURF RESTORATION .OF �PARK AREAS: �FERTIUZER
DESCRIPTION:""Fertilizer" will consist of providing and distributing fertilizer over such areas
as are designated on the Drawings and in accordance with these Specifications.
MATERIALS: All fertilizer• used shall be delivered in bags or containers clearly labeled
showing the analysis. The fertilizer is subject to tes�ing 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 �nalysis represent the percent of nitrogen, phosphoric acid, and potash nutrients
respectively as determined by the methods of the Association of �Official, Agricultural
Chemists. .
In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted
or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and
applied per acre shall eaual or exceed that specified for each riutrient.
CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawir�gs and
pr.oposal, 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 shaU meet the approval of the Engineer.
Unless otherwise indicated on the Drawings, fertilizer
average rate of three hundred (300) pounds per acre
hundred (400) pounds per acre for all types of °Seeding".
shall be applied uniformly° at the a
for all types of "Sodding" and four
MEASUREMENT: Topsoi� 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 "S�eeding" will be measured by the linear .foot, complete in place.
Acceptable material for "Soddirlg" will be measured by the linear foot, complete in place.
Acceptable material for "Fertiliz�r" shall be subsidiary to the price of soddir�g 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 furnishing all labor,
equipment, tools, supplies, and incidentals necessary to complete work.
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PART D - SPEGIAL C4NDITI�NS
Ail labor, equipment, tools and incidentals necessary to supply, transport, stockpile and,place
topsoil or salvage topsoil as spe�ified shali be included in "Seeding" or "Sodding" bid items
and will not be paid for directly.
"Spot sodding" or °block sodding" as the case may be, will be paid for at the contract unit
price per square yard, complete in place, as provided in the proposal and contract. The
contract unit price shall be the total compensation for furnishing and placing all sod; for all
rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials;
labor, equipment, tools and incidentals necessary to complete the work, all in accordance V►rith
the Drawings and these Specifications.
The work performed and materials furnished and measurech�•°� �s���� provided under
"Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type
specified, as the case may be, which price shall each be full compensation for furnishing all
materials and for performing all operations necessary to complete the virork 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
active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined•
spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTR�( PROGRAM" for
all applicable manholes and maintain an active file for these manholes. The cost of complying
with this program shall be subsidiary to the pay items involving work in confined spaces.
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION:
1. Prior to the final inspection being conducted for the project, the contractor shall contact
� the city inspector in writing when the entire proj�ct or a designated portion of the project is
substantially complete.
� ,2. The inspector along with appropriate City staff and the City's consultant shall make an
inspection of the substantially completed work and prepare and submit to the contractor a
list of items needing to be completed or corrected.
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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 be in conformance with general condition item "C5-15.18 Final
Inspection" of PART C- GENERAL CONDITIONS.
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PARi D - SPECIAL CONDITI4NS
D-76 EXCAVATION NEAR TREES:
1. The Contractor shall be responsible for taking measures to minimize damage to tree
limbs, tree trunks, and tree roots at each work site. Ail such measures shail be
considered as incidental work included in the Contract Unit Price bid for applicable pipe or
structure installation except for short tunneling/tree augering.
2. Any. and all trees located within the equipment� operating area at each work site �shall, at
the direction of the Engineer, be protected by erecting a"snow fence° along the drip line
or edge of the tree root system befinreen tree and the construction area.
3. Contractor shall inspect each work site in advance and arrange to have any tree limbs
pruned that might be damaged by equipment operations. The Engineer shall be notified
at least 24 hours prior to any tree trimming work. No trimming work will be permitted
within private property without written permission of the Owner. �
4. Nothing sha�l be stored over the tree root system within the drip line area of any tree.
5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be
sawcut for a minimum depth of 2 feet. � +
6. At designated locations shown on the drawings, the "short tunnel" method using Class 51
D.I. pipe shall be utilized.
7. Except in areas where clearin� is allowed, all tr.ees up to 8" in diameter damayed during
construction shall be removed and �replaced with the same type and diameter tree at the
contractor's expense. �
8. Contractor shall employ a qualified landscaper for all the work required for tree care to
ensure utilization of the best agricultural practices and procedures.
9. Short tunneling shall consist of power augering or hand excavatiAn. 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.
Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for
work such as forming, placing and finishing shall be subsidiary to the price bid for pipe
installation.
02/10/99 SC'46
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80.1 Po(yvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe •
and fittings on this Project shall be in accordance with the materiat standard contained in the.
General Contract Documents. Payment for work such as backfill, bedding, blocking,
detectable tapes and all other associated appurtenant required, shall be included in the
linear foot price bid of the appropriate BID ITEM(S).
80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown
on the Plans and shall be installed 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 invotved 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:
Q� The casing pipe for open cut and bored or tunneled section shall be AWWA C-200
Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of
E1-i5, E1-5 and E1-9 in Material Specifications of Genera! Contraet Documents and
� Specifications for Water Department Projects. The steel casing pipe shall be supplied as
follows:
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PART D - SPECIAL CC)NDITIQNS
D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for
verifying the locations of all existing utilities prior to construction, in accordance with item D-22.
At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-
Hole), to locate and verify the location and elevation of the existing underground utility where it
may be in potential conflict with a proposed facility alignment. The exploratory excavation shall
be conducted prior to construction of the entire project only at locations denoted on the plans
or as directed by the engineer. Contractor shall submit a report of findings (including surveyed
elevations of existing conflicting utilities) to the City prior to the start of construction of the entire
project. If the contractor determines an existing uti(ity is in conf(ict 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-Hoie) 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 sh'all not be made for verifica�ion of existing utilities per item D-22. Payment for
exploratory excavation (D-Hole}, at locations identified on the plans or as directed by the
Engineer, shall include full compensation for all materials, excavation, surface restoration, field
surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No
payment shall be made for exploratory excavation(s) conducted after construction has begun.
D-80 INSTALLATION OF WATER FACILITIES
For the inside and outside of casing pipe, coal-tar protective coating in accordance with
the requirements of Sec. 2,2 and related sections in AWWA C-203.
Touch-up after field welds shall provide coating equal to those specified above.
C. Minimum thickness for casing pipe used shall be 0.375 inch.
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PART D - SPECIAL CONDITIUNS
Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade
Waterworks Manufacturing Company or an approved equal shall be used on all non-
concrete pipes when installed in casing. Installation shall be as recommended by the
manufacturer.
2: SEWER:
Boring used on this project shall be in accordance with�the materiai standard E1-15�and
Construction standard E2-15 as per Fig. 110 of the General Contract Documents.
3. PAYMENT:
Payment for all materials, lab�r, equipment, excavation, concrete grout, backfill, and
incidental work shall be included ir� the unit price, bid per foot.
80.4 Tie-Ins: The. Contracto� shall be responsible for making tie-ins to the existing
water mains. It shall be the resp�onsibility of the Contractor to verify the exact location and
elevation of the existing line tiei-ins. And any differences in locations and elevation of
existing I�ne tie-ins between the contract drawings and what may be encountered in the
field shall be considered as inCidental to construction. The cost of making tie-ins to
existing water or sanitary sewer mains shall be included in the linear foot bid price of the
pipe.
80.5 Connection of Existing Mains: The Contractor shall determine the exact
location, elevation, configuration and angulation of existing water or sanitary sewer lines
prior to manufacturing of the connecting piece. Any differences in locations, elevation,
configuration, and or angulation of existing lines 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 noti�y the �customer both
personally and in writing as to the location, time, and schedule of the service interruption.
The cost of removing any existing concrete blocking shall be included in the cost of
connection. Unless bid separately all cost incurred shall be included in the linear foot
price bid for the appropriate pipe size.
80.6 Valve Cut-Ins: It may be necessary to cut-in gate v�lves to isolate the water main
from which the extension and/or replacement is to be connected. This may require closing
valves in other lines and putting consumers out of service for that period of time
necessary to cut in the new valve; the work must be expedited to the utmost and all such
cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall
be individually advised prior to the shut out and advi�sed of the approximate length of time
they may be without service.
Payment for work such as backfill� beddir�g, fittings, blocking and all other associated
appurtenants required, shall be included in the price of the appropriate bid items.
ozi�cvgs SC-48
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80.7 Water Services: The relocation, replacement, or reconnection of water services
will be required as shown on the plans, and/or as described in these Special Contract
Documents in addition to those located in the field and identified by the Engineer.
All service's shall be constructed by the contractor utilizing approved factoty manufactured
tap saddles (when required) and corporation stops, type K copper water tubing, curb stops
with lock wings, meter boxes, and if required approved manufactured
service branches. All materials used shall be as specified in the Material Standards (E1-
17 & E1-18) contained in the General Contract Documents.
All water services to be replaced shall be installed at a minimum depth of 36 inches below
final grade. .
All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-
inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation
from the main line to the meter box.
� All services which are to be replaced or relocated shall be installed with the service main
tap and service line being in line with the service meter unless otherwise directed by the
Engineer.
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A minimt�m of 24 hours advance noticex shall tie 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 proposecf location and receipt of a meter from the project inspector.
Q the contractor shall iristall 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.
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1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is
required when the existing service is lead or is too shallow to avoid breakage during street
reconstruction. The contractor shall replace the existing service line with Type K copper
from the main to the meter, curb stop with lock wings, and corporation stop.
� Payment for all work and materials such �as backfill, fittings, type K copper tubing, curb
stop with lock wings, service line adjustment, and any relocation of up to 12-inches from
center line existing meter location to center line proposed meter location shall be included
in the Linear Foot price bid for Copper Service Line � from Main to five (5) feet behind
� Meter. Any vertical adjustment of customer service line within the 5 foot area shall be
subsidiary to the service installation.
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Payment for all work and materials such as tap saddle (if required), corporation stops, and
fittings shall be included in the price bid for Service Taps to Main.
0 2. WATER SERVICE REGONNECTION: Water service reconnection is required when the
existing service is copper and at adequate depth to avoid breakage during street
reconstruction. The contractor shall adjust the existing water service line as required for
Ootirass
SC-49
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PART D = SPECIAL GONDITIQNS
reconnection and,efurnish 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: Wtren the replacement
and relocation of a water service and meter box is required and the location of the meter
and meter box is moved more than twelve (12) inches, as measured from the center line
of the existing meter to location to the center line of the �proposed meter, location, separate
payment will be allowed for the relocation of service meter and meter box, Centerline is
defined by a line extended from the service tap through the meter. Only relocations made
perpendicular to this centerline will be paid for separately. Relocations made along the
centerline will be paid of in feet.of copper service line.
When relocation of service meter and meter box is required, payment for all� work and
materials such as backfill, fittings, five (5) feet of type K copper service and all materials,
labor, and equipment used by and for the licensed plumber shall be included in the price
bid for the service meter relocation. All other costs will be included in other appropriate
bid item(s).
This item will also be used to pay for all.service meter and meter box relocations as
required by the Engineer when the service line is not being replaced. Adjustment of only
the meter box and customer service line within 5 feet distance behind the meter will not
justify separate payment at any time. L,ocations with multiple service branches will be paid
for as one service meter and meter box relocation.
4. NEW SERVICE:
(when required),
and meter box.
When new services are required the contractor shall install tap saddle �
corporation stop, type K copper seryi�e line, curb stop with lock wings,
Payment for all work and materials such as backfill, fittings, type K copper tubing, and
curb stop with lock wings shall be included in the Linear Foot price bid for Service Line
from Main to Meter five (5) feet behind the meter.
Payment for all work and materials such as tap saddle, corporation stops, and fittings
shall be included in the price bid for Service Taps to Mains. •
Payment for all w,ork and materials such as furnishing and setting new meter box shall be
included in the price bid for furnish an�l set meter box.
5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the
contractor shall furnish approved factory manufactured branches.
Payment for multiple service branches will include furnishing and installing the multiple
service branch only and all other cost will be included in other appropriate bid item(s).
6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple
service lines with taps servicing a single service meter encountered during construction
shall be replaced with one service line that is applicable for the size of the existing service
meter and approved by the Engineer.
Payment shall be made at the unit bid price in the appropriate bid item(s).
oti�ass SC-50
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PART D - SPECIAL CC)NDITI�NS
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80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch
� service lines shall be installed t� p'rovi�e temporary water service to ail buildings that will
necessarily be required to have� severed water service during said work. The contractor
shall be responsibie for coordinating the schedule of the temporary service connections
�'j and permanent service reconnections with the building owners and the Engineer in order
(„J that the work be performed in an expeditious manner. Severed water service must be
reconnected within 2 hours of discontinuance of service.
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A 2-it�ch tapping saddle and 2-inch corporation' stop or 2-inch gate valve with an
appropriate fire hydrant adapter fitting shall be required at the temporar�r 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 �hlorine gas or chlorinated
lime (HTH) prior to installation. `°
A two-inch meter will be furnisMed 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 othervvise 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 senrice 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 service is required for more than one location the 2-inch temporary
service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next
successive project location.
Payment for work such as fittings, 3/4-inch service lines, asphalt, b�rricades, all service
D connections, removal of temporary services and all other associated appurtenants
required, shall be included in the appropriate bid item.
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80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for
adjusting water valve boxes, manholes and vaults to match new pavement grade. The
unit price bid will be full payment for materials including all labor, equipment, tools and
incidentals necessary to complete the work.
80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water
valve boxes to match new pavement grade. The water valves themselves will be
adjusted, if necessary, by City of Fort Worth Water Department forces.
Prior to the beginning of work, the Contractor shall make an inventory of the condition of
existing water valve boxes. 'rthe Construction Engineer will field verify this inventory and
provide tfie Contractor replacements for broken valve boxes. The contractor shall replace
the valve boxes which are damaged during construction at no cost to the City.
SC-51
PART D - SPECIAL C4NDITIC�NS
The unit price bid per each will be full compensation for.ali labor, materials, equipment,
tools, and incidentals necessary to complete the work.
80.11 Purging and Sterilization of Water Lines: BefQre being placed into service all
newly constructed water lines shall be purged and sterilized in accordance with E2-24 of
the General Contract Documents uand Specifications �except as modified herein. The
Contractor will furnish all water for INITIAL cleaning and sterilization of water lines: All
materials for oonstruction of the project, including appropriately sized "pipe cleaning pigs",
chlorine gas or chlorinated lime (HTH) shall be furnish'ed by the Contractor. Chlorinated
lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50)
PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less
than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the
sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall
be "de-chlorinated" prior to disposal. The line may not be placed in service � until two
successive sets of samples, taken 24 hours apart, have met the established standards of
purity.
Purging and sterilization of the water lines shall be considered as incidental to the project
and all costs incurred will be considered to be included in the linear foot bid price of the
pipe .
80.12 Work Near Pressure Plane Boundaries: Contractor �hall 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 b.etween pressure
planes ,
r80.13 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 furnished to the Contractor free of charge;
however, the Contractor will be required to pick up this item at the Field Operations
W arehouse.
PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all :work and materials
necessary for the installation of •#he 3/4-inch type K copper service line will be shall be
included in the price pid 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 aU 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 ha complete and functional water sampling
station shall be included in the price bid for Water Sample Stations.
02/10/99 SC-�J2
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PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials
necessary for the installation tap saddle, gate valve, and fittings shall be included in the
price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station,
D 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.
DD-81 SPRINKLING FOR DUST CONTROL:
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PART D - SPECIAL C4NDITIUNS
Ail applicable provisions of Standard Specifications Item 200� "Sprinkling for Dust Control" shal(
apply. However, no direct payment will be made for this item and it shall be considered to this
contract.
D-82 DEWATERING:
The Contractor shall be responsible for determining the method of dewatering operation for the
� water or sewage flows from the existing mains and ground water. The Contractor shall be
responsible for damage of any nature resulting from the dewatering operations.
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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 incidentat to a construction and aIF costs incurred wiit 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
(eave excavated trench open overnight. Contractor shafl fifl any trench the same day of
excavation. No extra payment shail be allowed for this special condition.
D-84 TREE PRUNING:
A.
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oz�aros
REFERENCES: National Qrborist Association's "Pruning Standards,for Shade Trees".
ROOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
NATURAL RESOURCES PROTECTION FENCE
1. Steet `T' = Bar stakes, 6 feet long.
2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge).
3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or rec!
color. �
SC-53
PART D - 'SPECIAL�� CQNDITI'QNS
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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 immedia�ely 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 maximum 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 clearing
operation on areas designated by the Engineer.
F. Tree Pruning shall be considered subsidiary to the project contract price.
D-85 TREE REMOVAL:
Trees to be removed shall be removed using applicable methods, including stump arid root• ball �
removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing
utilities both overhead and buried. The Contractor shall immediately repair or replace any
damage to utilities and private property including, but not limited to, water and sewer services,
pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for 'tree
removal, including temporary service costs, shall be considered subsidiary to the project contract
price and no additional payment will be allowed.
oa�iass SG54
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PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ............................................ (OMITTED)
DA-2 PIPELINE REHABILITQTION PIPE ENLARGEMENT SYSTEM ................................ ......ASC- 2
DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE .....� ...................................... (OMITTED)
DA-4 SLIPLINING ......................................................................�........................................ (OMITTED)
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DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ............................................................. ASC-9
DA-6 PRIVA7E SECTOR REPAIRS ' (OMITTED)
..................................................................................
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION bROTECTION ...................... ASC-12
DA-8 MANHOLE REHABILITATION ...............................................:................................. (OMITTED)
DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION .............................. (OMIITED)
DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM ............... (OMITTED)
DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................ (OMI�ED)
DA-12 INTERIOR MANHOLE COATING - SPRAYVNALL SYSTEM .................................... (OMITTED)
DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ................................. (OMITTED)
DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER.. (OMITTED)
DA-15 RIGID FIBERGLASS MANHOLE LINERS .................................................................. (OMITTED)
DA-16 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................. (OMITTED)
DA-�7 PRESSURE GROUTING ....................................:..................................................... (OMITTED)
DA-18 VACUUM TESTING OF REHABILITATED MANHOLES .........:................................. (OMITTED)
DA-19 FIBERGLASS MANHOLES .........................................t..................:.......................... (OMITTED)
DA-20 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ......................... ASC-15
DA-21 REPLACEMENT OF CONCRETE CURB AND GUTTER ................................................ ASC-16
DA-22 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ........................................................ ASC-16
DA-23 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ................................................. ASC-16
DA-24 GRADED CRUSHED STONES ................................................................................. (OMITt'ED)
DA-25 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE .......................................................... (OMITTED)
DA-26 BUTT JOINTS - MILLED ........................................................................................... (OMITTED)
DA-27 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ................................................... (OMITTED)
DA-28 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ........................................... (OMITTED)
DA-29 NEW 7" CONCRETE VALLEY GUTTER ................................................................... (OMITTED)
DA-30 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................. (OMITTED)
DA-31 8" PAVEMENT PULVERIZATION ............................................................................. (OMITTED)
DA-32 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ....................... (OMITTED)
DA-33 RAISED PAVEMENT MARKERS ...............�..................................................,........... (OMITTED)
DA-34 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ..:............. (OMITTED)
DA-35 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ...... (OMITTED)
DA-36 ROCK RIPRAP - GROUT - FILTER FABRIC ...................................................................... ASC-17
DA-37 CONSTRUCTION ACTIVITIES ON CALSTAR, L.L.C. and SUNSTONE HOTELS,
L.L.C. (GREEN OAKS HOTEL) PROPERTY ....................................................................ASC-21
osio��sa ASC-1
PART DA - ADDITIONAL SPECIAL CONDiTIONS
DA-1 (OMITTED)
DA 2 PIPE ENLARGEMENT SYSTEM:
A. GENERAL:
1. Description: This specification includes requirements to rehabilitate existing
sanitary sewers,by the pipe enlargeiment system, herein Called Pipe Bursting or
-Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting �or bursting
the existing pipe to� install a new polyethylene pipe and reconnect existing sewer
service connections.
2. Methods: This section specifies the approved system method or process to
include all labor, materials, tools, equipment and incidentals necessary to provide
for th� complete rehabilitation of deteriorated gravity sewer lines by the Pipe
Bursting/Crushing systems. Approved methods include: the PIM Corporation
(PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System
for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS
System), Calgary, Canada. Refer to INSTRUCTIONS TO BIDDERS for
information regarding pre-approval procedures for alternative processes.
3. Definition: The ,Pipe Bursting/Crushing system is defined as the reconstruction of
gravity sewer pipe by installing an approved pipe material, by means of one of the
pre-approved methods set forth in Section A.2 of this specification. The process
involves the use of a static, hydraulic or pneumatic hammer "moling" device,
suitably sized to break out the old pipe or using modified boring "knife" with a
flared plug that implodes and crushes the existing sewer pipe. F`oryvard progress
of the "mole" or the "knife" may be aided by the use of hydraulic equipment or
other apparatus, as specified in the approved methods. The replacement pipe is
either pulled or pushed into the bore. The method allows for replacement of pipe
sizes from 8" through 21" and/or upsizing in varying increments up to 21". This
specification is based on the precedent that the Pipe Bursting/Crushing system
used has been pre-approved by the City of Fort Worth Department of Engineering,
and Fort Worth Water Department.
4. Quality Assurance:
The Contractor shall be certified by the particular Pipe Burstirtg/Crushing system
manufacturer that such firm is a licensed installer of their system. No other Pipe
Bursting/Crushing system other than those listed in Section A.2. ,of these
specifications is acceptable.
a. Personnel directly involved with installing the new pipe shall receive training
in the proper methods for joint fusing, handling, and installing the
polyethylene pipe. Training shall be performed by a qualified
representative as determined by the pipe manufacturer.
b. Personnel directly involved with installing the new pipe shall receive training
in ��the proper methods for joint fusing, handling, and installing the
polyethylene pipe. Training shall be pertormed by a qualified
representative as determined by the pipe manufacturer.
osioi�ss ASC-2
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PART DA- ADDITIOI�AL SPECIAL CONDITIONS
5. Submittals: Submit for review and acceptance, the following Contractor's Work
Plan and Drawings to,the Department of Engineering (DOE):
a. Shop drawings, catalog data, and manufacturer's technical data showing
complete information on material composition, physical properties, and
dimensions of new pipe and fittings. Include manufacturer's
recommendation for handling, storage, and repair of pipe and fittings if
damaged. � �
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c.
Location and number �f insertion or access pits shall be planned by
Contractor and submitted in writing prior to excavation for approval by
DOE.
Method of construction and restoration of existing sewer service
connections. This shali include:
1) Detail drawings and written description of the entire construction
procedure to install pipe, bypass sewage flow and reconnection of
sewer service connections.
2) �Working drawings for information only showing sewage flow
bypass, and maintenance of traffic. Contractor shall provide for
continuous sewerage flow. Dewatering shall be the Contractor's
responsibility.
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3) Certification of workmen training for"installing pipe.
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4) Television inspection reports and video tapes made after new pipe
installation.
Delivery, Storage, and Handling:
a. Transport, handle, and store pipe and fittings as recommended by
manufacturer.
b. If new pipe and fittings become damaged before or during installation, it '
shall be repaired as recommended by the manufacturer or replaced as
� required by the Project Manager at the Contractor's expense, before
proceeding further.
c. Deliver, store and handle other materials as required to prevent damage.
MATERIALS:
1. P.olyethylene Piping Material: The pipe and fitting material shall be.high .density,
extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM
D1248, Type III, Class C� Category 5� Grade P34, and have a PPI (Plastic Pipe
Institute) recommended designation of PE3408 and cell classification "345434C per
ASTM D3350. The molecular weight category shall be extra high (250,000 to
1,50U,000) as per the Gel Permeation Chromatography determination procedure
with a typical value of 330,000.
0 os�or�se ASC-3
PART DA�- ADDITIONAL SPECIAL CONDITIONS
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a. The interior of the pipe sh�ll be a light reflective color to facilitate closed
circuit television inspection.,.
b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI
TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi
at 73 F and 800 psi at 140 F.
c. The manufacturer's certification shall state that the pipe was manufactured
from one specific resin and shall state the resin used and its source. All
pipe shall be made of virgin material. No rework, except that obt�ined from
the manufacturer's own production of the same formulation, shall be used.
d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe
Size) outside diameter. The Standard Dimension Ratio fSDR) and
minimum pressure ratina of the aipe shall be SDR 17 - 100 psi. Pipe with a
lower SDR ratio and higher pressure rating may be used in lieu of the
minimum specified.
Tests: The Contractor shall be required to send submittals to the City of Fort
Worth on the production material.
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a. � The pipe manufacturer shall provide certification that samples of the
production product meets these specifications. The certification will` state
that production product has been tested in accordance with ASTM D2837,
and validated in accordance wi�h the latest revision of PPI TR-3.
b. The pipe manufacturer shall provide certification that stress regression
� testing has been performed on the specific product. Certification shall
include a stress life curve per ASTM D2837 and testing shall have been
pertormed in accordance with ASTM D2837.
c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure �
to meet any of the requirements of this specification.
SEWER SERVICE CONNECTIONS:
1. Sewer Service Connections: Sewer service connections shall be connected to the
new pipe b�r mechanical or fusion methods. Once the saddle is secured, a hole
� shall be drilled in the pipe the full inside diameter of saddle �outlet.
2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound
that meets the requirements of ASTM D1248� Class C, have stainless steel straps
and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be
Strap-on-Saddle Type as manufactured by Driscopipe or Tapping Saddle
manufactured by DuPont, or . approved equal. Fusion saddles shall be
electrofusion bFanch saddles as manufactured by Central Plastics Company� or
approved equal.
3. Connection to Existing Service: Connections to the existing sewer service
connections pipe shall be made °using flexible couplings. All flexible couplings
shall conform to ASTM C425 and shall be as manufactured by"Fernco Joint Sealer
Co., DFW Plastics, Inc. or approved equal. Backfill at service connections shall be
cement stabifized sand (2 sacks per cubic yard) to a point 12 inches above the
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PART DA - ADDITIONAL SPECIAL CONDITIONS
service lateral to trench intersection and shall be in accordance with these
specifications. �
The Contractor shall, upon request, permit the Engineer to take elevations on both the
existing and new portions of the service connection pole to determine final grade
and invert elevations. Elevation cf�anges greater than 0.10 feet from the house
lateral piping and shail be reconnected as dir�ected by the Engineer.
a. �os�v,�se
4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours.
PREPARATION: ��
1. Bypassing Sewage:
a. The Contractor shall bypass the sewage around the section or sections of
sewer to be rehabilitated. The bypass shall be made by plugging existing
upstream manhole and pumping the sewage into a downstream manhole
or adjacent system or other method as may be approved by the Engineer.
The pump and bypass lines shall be of adequate capacity and size to
handle the flow without sewage backup occurring to facilities connected to
� the sewer. • �
b. The Contractor shall be responsible for continuity of sanitary sewer service
to each facility connected to the section of sewer during the execution of
the work.
If sewage backup occurs and enters buildings, the Contractor shall be
responsible for clean-up, repair, property damage costs and claims.
2. Line Obstructions: If pre-installation (T� inspection reveals an obstruction in the
existing sewer (heavy solids, dropped joints, protruding service taps or collapsed
pip�) which will prevent completion of the pipe bursting/crushing process, and
cannot be removed by conventional sewer cleaning equipment, then an
obstruction removal shall be made by the Contractor, with the approval of the
Engineer.
3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER
LINES SHALL BE CORRECTED AS P�ART OF THIS CONTRACT. If the pre-
construction television inspection reveals a sag in the sewer line, the Contractor
shall be responsible for bringing the proposed sewer pipe to an acceptable grade
without a sag. A sag is defined as any sewer line segment more than 3 feet in
length which ponds water in the absence of sewage flow. The contractor shall
take the necessary measures to eliminate the sag by •the method of: pipe
replacement, digging a sag. elimination pit and bringing the bottom of the pipe
trench to a uniform grade in line with the existing pipe invert or by other measures
that shall be acceptable to the Engineer and the City.
a. fdentification of Sags: Sags shall be identified by television inspection in
the absence of sewage flow. If available, the Contractor shall be furnished
television tapes from the City identifying the sag location. Flow shall be
blocked at an upstream manhole and diverted to another sewer line or
downstream manhole below the segment of pipe to be inspected. TV
ASC-5
PART DA - ADDITIONAL SPECIAL CONDiTIONS
inspection shall be ,performed in accordance, with television inspection of
sanitary `sewer lines. Video ,tapes shall be submitted to the Department of
Engineering for review.
b. Correction of Sags: Sags shall be �orrected by open cut and by adding
additional bedding material to bring the sag back to grade where access is
available. For pipe enlargement methods,. all sags identified on the pre-
construction video tapes shail be corrected prior to commencing with pipe
enlargement. ,
In instances where sags are located under existing structures, the existing
sewer line may be relocated using open cut, or boring methods. The
Department of Engineering shall �specifically review potential relocation's
a`nd evaluate the constructability, economics and engineering feasibility
prior to construction .work.
c. Measurement and Payment: Measurement and payment to correct sags
shall be per line�r #oot of pipe constr�uction to correct the sag. For pipe
bursting methods, open-cut or bore construction, the applicable bid prices
�an the proposal section shall apply.
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4.� Television Inspection: Inspection of the pipelines shall be performed by
experienced personnel trained in locating breaks, obstacles and service
connections by closed circuit color television. Television inspection shall be in
accordance with the specifications contained herewith for "Pre- and Post-
Construction Television Inspection of Sanitary Sewer Lines".
PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION:
1. Site Organization:
a. Insertion or access pits shall be located such that their total number shall
be minimized and the length of replacement pipe installed in a single pull
shall be �maximized.
b. Existing manholes shall be utilized wherever practical. Manhole inverts and
bottoms may be removed to permit access for installation equipment. �
c. Equipment used to perform the work shall be located away from buildings
so as not to create a noise impact. Pro`vide silencers or other devises to
reduce machine noise as needed to meet requirements.
2. Finished Pipe: The installed replacement pipe shall be continuous over the entire
length of each pipe segment from manhale to manhofe and shall be free from
visual defects such as foreign inclusions, concentrated ridges, discoloration,
pitting, varying wall thickness, ,pipe separation, other deformities. Replacement
pipe with gashes� nicks, abrasions, or any such physical damage which may have
occurred during storage and/or handling, which are farger/deeper than 10% of the
wall thickness shall not be used and shall be removed from the construction site.
The replacement pipe passing through or terminating in a manhole shall be
carefully cut out in a shape and manner approved by the Engineer. The invert and
osio��s8 ASC-6
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3.
4.
5.
PART DA - ADDITIONAL SPECIAL CONDITIONS
benches shall be streamlined and improved for smooth flow. The installed pipe
shafl meet the leakage requirements of the pressure test specified later.
Pipe Jointing:
a. Sections of polyethylene replacement pipe shall be assembled and joined
on the job site above th.e ground. Jointing shall be accomplished by the
� heating and butt-fusion system in strict conformance with the
manufacturer's printed instructions.
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c.
The butt-fusion system for pipe jointing shall be car.ried out�,in the field by
operators with prior experience in fusing polyethylene pipe with similar
equipment using proper jigs and tools per standard procedures outlined by
the pipe manufacturer. These joints shall have a smooth, uniform, double
rolled back bead made while applying the proper melt, pressure, and
alignment. It shall be the sole responsibility of the Contractor to provide an
acceptable butt-fusion joint. All joints shall be made available for
inspection by the`Engineer before insertion. The replacement pipe shall�be
joined on the site in appropriate working lengths near the insertion pit. The
maximum length of continuous replacement pipe which shall be assembled
above ground and pulled on the job site at any one time shall be 600 linear
feet.
For situations where the replacement pipe is not pulled all the way to the
manhole or if it is impossible to pull the missle all the way through, the
following shall �apply: At the direction of the Engineer, a 12"-18" full circle
steel clamp shall be utilized to connect segments of the HDPE pipe.
New Pipe Installation:
a. Thread winch cable or chain and associated lines through sewer section to
be rehabilitated. Keep lines away from pedestrian and vehicular traffic.
b. Existing°manholes may be used for launch and recgiving access. Remove
manhole invert and bottom as required. Pull winch chain through sewer
section and attach to cutter and machine head. Lower into launching
manhole, apply winch tension pulling the cutter and head into the sewer
until the rear of the machine is flush with the manhole wall. Attach steel
starter pipe and advance assembly until the rear of the steel starter pipe is
flush with the manhole wall. Lower hydraulic jack into the manhole and
align. Insert new pipe by simultaneous operation of the jack and winching
the cutter and head forward.
An�choring New Pipe and Sealing Manholes:
a. After the new pipe has been installed in the entire length of the sewer
section, anchor the pipe at manholes. The new pipe shall protrude in the
manholes for enough distance to allow sealing and trimming.
b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10)
hours after installation. Provide a flexible gasket connector in the manhole
wall at the end of the new pipe, centered in the existing manhole wall.
aosio��e � , ASC-7
PART DA - ADDITIONAL SPECIAL CONDITIONS
Grout flexible connector in the manhole, fiiling ail voids the full thickness of
the manhole wall.
Carrier Pipe Minimum Elapsed
Diameter (inches) Time (minutesa
c. Restore manhole bottom and invert.
Field Testing:
C�
a. Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole
section of sanitary sewer main has been pipe burst/crushed and prior to
any service �lines being connected to �the replacement pipe, the pipe shall
be plugged at each manhole with pneumatic plugs. The.. design of the
plugs shaii be such that they will hold against the test pressure without
requiring external blocking or bracing. One�of the plugs shall have three air
hose connections; one for the inflation of the plug, one for reading the air
pressure in the sealed line, and one for introducing air into the sealed line.
Low pressure air shall.:then be introduced into the sealed line until the
internal air pressure reaches 4.0 „psig greater than the average back
pressure resulting from any ground water that may be over the pipe. At
least two minutes shall �elapse to allow the pressure to stabilize. The time
required for the internal pressure to decrease from 3.5 to 2.5 psig greater
. than the average back pressure resulting from ar�y ground water that may
be over the pipe, shall not be less than the time shown for a given pipe
diameter in the following table:
g 4
10 5
�2 6
15 � �
F.
b. Post-Construction Television Inspection of New Pipe: Refer to Special �
Condition for Post-Construction Television Inspection of Sanitary Sewer.
M�ASUREMENT AND PAYMENT:
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1. Pipe Installation: Pipe installation will be measured for payment by the linear foot
of pipe actually installed in the various diameters of sewers measured along the
centerline of the sewer from centerline to centerline of manholes. Payment will be
made for the quantities measured at the unit price per linear foot for the various
sewer diameters listed.
2. Service Reconnections: Installation of sewer service connections will be
measured for payment by each actually reconnected to the installed pipe.
Payment will be made for the quantities measured at the unit price per each listed.
Payment shall include required excavation and backfill, saddles, flexible
connections, and all other incidentals necessary to successfully reconnect sewer
service lines to the rehabilitated sewer. Payment shall not include pavement
replacement, which if required, shall be paid separately.
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os,o,�sa Asc.B ' � . ,.D
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PART DA - ADDITIONAL SPECIAL CONDtTIONS
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3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic
jet cleaning shall -be performed by bucket machines. The payment for such
cleaning shall be incl��ed in the bid item for Pre-Construction Television
Inspection of Sanitary Sewer Lines.
4. By-pass Pumping: The Contractor shall provide diversion ,for the flow of sewage
around the section or sections of pipe designated for rehabilitation. The pumps
and by-pass lines shali be of adequate capacity and size to� handie all fiows. Ail
costs for by-pass pumping required during installation of the pipe shall be
subsidiary to pipe enlargement.
5. Subsidiary Work: Any damage to utilities and property, resulting repairs,
temporary service costs, etc. shall be borne by Contractor. Repair and/or
replacement of fences, sprinkler system piping and other such restoration work
resufting from Contractor activities shall be -considered subsidiary to the cost of the
project and no additional payment will be allowed.
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6. Testing: All cost for testing the replacement pipe by a pressure method will be
incidental to pipe installation. �
DA-3 (OMITTED)
DA-4 (OMITTED)
DA-5 PIPE INSTALLED BY OTHER THAN-OPEN CUT:-
aA. GENERAL:
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1. Furnish materials and necessary accessories, with strengths, thickness, coatings,
and fittings indicated, specified and/or necessary to.�omplete the work.
2. All excavation shall provide an open area conforming to the outside diameter of
the casing and/or carrier conduit. The excavation shall be to an alignment and
grade which will allow the carrier conduit to be installed to proper line and grade as
shown on the Plans and as established in the Specifications.
3. Work shall be performed in accordance with the requirements of the Gity of Fort
Woith Water Department, the Texas Department of Transportation, or railroad
company, as applicable.
MATERIALS:
1. Casing Pipe: Casing pipe shall be steel conforming to ANSI 636.10 and the
following:
a.
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Field Strength:' 35�000 psi minimum.
Wall thickne'ss: 0.312 in. minimum (0.5 for railroad crossings).
c. Diameter: As shown on the drawings (minimum size requirements).
d. Joints: Continuous circumferential weldan acc�rdance with AWS D1.1.
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ASC-9 I
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PART DA - ADDITIONAL SPECIAL CONDITIONS
C.
2.
3
Carrier Pipe in Casing: Carrier pipe shail be as shown on drawings and as
specified in the General Contract Documents.
Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or
as designated on the plans.
4. Grout: �Grout shall be Portland Cement grout of min. 2000 psi compressive
strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of
fine sand with sufficient water added to provide a free flowing thick slurry.
EXECUTION
1'. Where sewer pipe is required to be installed under railroad embankments or under
highways, streets or other facilities in other than open cut, construction shail be
performed in such a manner so as to not interfere with the operation of the
raiiroad, street, highway, or other facility, and so as not to weaken or damage any
embankment or structure. During construction operations, barricades and lights to
safeguard traffic and pedestrians shall be fumished and maintained, until such
time as the backfill has been completed and then shall be removed from the site.
2.
3.
Pits and Trenches:
a. If the grade of the pipe at the end is below the ground surtace, suitable pits
or trenches shall be excavated for the purpose of conducting the jacking or
tunneling operations and for placing end joints of the pipe. Wherever end
trenches are cu't in the sides of the embankment or beyond it,�such work
shall be sheeted securely and braced in a manner to prevent earth from
caving in.
b. The location of the pit shall meet the approval of the Engineer.
c. The pits of trenches
backfilled immediately
been completed.
excavated to facilitate these operations shall be a
after the casing' and Carrier pipe installation has
Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by
boring hole with the earth auger and simultaneously jacking pipe into place.
a. The boring shall proceed from a pit provided for the boring equipment and
workmen. The holes are to be bored mechanically. The •boring shall be
done us,ing a pilot hole. By this method an approximate 2-inch hole shall
be bored the entire length of the crossing and shall be checked for line and
grade on the opposite end of the bore from the work pit. This pilot hole
shall serve as the centerline of the larger diameter hole to be bored. Other
methods of maintaining line and grade on the casing may be approved if
acceptable to the Engineer. Excavated material shall be placed near the
top of the workirig pit and disposed of as required. The use of water or
other fluids in connection with the boring operation will be permitted only to
the extent required to lubricate cuttic�gs. Jetting or sluicing will not be
permitted.
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Qy 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.
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PART DA - ADDITIONAL SPECIAL CONDI�'IONS
b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid
consisting of at least 10 percent of high grade carefully processed
bentonite may be used to consolidate cuttings of the bit, seal the walis of
the hole, and fur'nish lubrication for subsequent removal of cuttings and
installation of the pipe immediately thereafter.
c. Allowable variation from the line and grade shall be as specified under
paragraph A.2. All voids befinreen bore and outside of casing shall be
pressure grouted.
Installation of Carrier Pipe in Casing:
a. Sanitary sewer pipe located within the encasement pipe shali be supported
by "skids" or "bands" to prevent the pipe and bells from snagging on the
inside of the casing, and to keep the installed line from resting on the bells.
b. All skids shall be treated with a wood preservative. Skids should extend for
the full length of the pipe with the exception of the bell area and spigot area
necessary for assembly unless otherwise specified.
c. � The Contractor shall prevent over-belling the pipe�while installing it through
the casing. A method of restricting the movement between the assembled
bell and spigot where applicable shall be provided.
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
�'j provide a casing pipe if necessary to achieve line and grade. Casing pipe
�.j shall be provided at no additional cost and shall be subsidiary to the cost
bid for installation By Other than Open Cut.
c. Bore and jack in accordance with paragraph C.3. above.
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a09/01/98
d. Short length of sewer consisting of a single pipe, section may be installed
by jacking without a bore hole if permitted by the Engineer and in soft soil
layer. All voids outside of installed pipe shall be pressure grouted.
6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe� or
the use of monolithic sewer would make the use of tunneling more satisfactory
ASC-11
PART DA - ADDITIONAL SPECIAL CONDITIONS
�"
c.
The spac� between the tunnel liner and the limits of excavation shall be
pressure �grouted or mud jacked.
Access holes :for xplacing concrete shall be space at maximum intervals of
10 feet.
D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut witl be
measured by the linear foot of pipe, complete in place. Such measurement witl be made
between the ends of the pipe along the-central axis as installed. The work performed and
materials furnished as prescribed by this item wil! be paid for at the Contract Unit Price bid
per linear foot for Pipe Instalied by Other Than Open Cut of the type, size, anii class of
pipe specified as shown on plans. The furnishing of ali materials, pipe, liner materials
required for installation, for all preparation; hauling and installing of same, and for all
labor, toois, equipment and incidentals .necessary to complete the work, including
excavation� backfiliing and disposal of surplus material shall be included in the Contract
Unit Price as shown in the Bid Proposal.
DA-6 (OMITTED)
DA-7 PR'OTECTtVE MANHOLE COATING FOR CORROSION PROTECTfON:
A.
than jacking or boring, or when shown on the plans, a tunneling methad may be
used, with the approval of the Engineer or railroad/highway officials.
a. �When tunneling is permitted, the lining of the tunne) shall be oi sufficient
strength of support the overburden. The Contractor shall submit the
proposed liner method to the Engineer for approval. The tunnel liner
design shali bear the seal of a licensed professionai engineer in the State
of Texas. Approval by the Engineer shall not relieve the Contractor of 'the
responsibility for the adequacy of the liner method.
GENERAL:
1. Scope: This section governs all work, materials and testing required for the
application of interior protective coating. Structures designated to received interior
coating are listed on the construction drawings. The structur�s�are to be coated,
including interior wall, top and bench surfaces. Protective coating for corrosion
protection shall meet the requirements of this Specification (and items DA-12 and
DA-13) and the Manufacturers recommendations and specifications.
2. Description: The Contractor shall be responsible for the furnishing of all labor,
supervision, materials, equipment, and testing required for the completion of
protective coating of structures in accordance with manufacturer's
recommendations.
Manufacturer's Recommendations: ' Materials.: and procedures utilized for the iining
process shall be in strict accordance with manufacturer's recommendations.
3.
Corrosion Protection: Corrosion protection may be required on all structures
where high turbulence or high H2S content is expected.
Ci�
osio��ss ASC-12
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PART DA - ADDITIONAL SPECIAL CONDITIONS
MATERIALS:
1. Scope: This section g�v�rns ti�e materiais �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 polyurethane system designated as Spray Wall as
manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids
� based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining
systems and designated as Raven 405.
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3. Specialty Cement (If required for leveling or filling): The specialty cement-based
coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or
Reliner MSP as manufactured by'Standard Cement Materials.
4�. Material Identification: The protective coating.material sprayed onto the surtace 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
Tensile Strength
Flexural Stress
Flexural Modulus
Standard
ASTM D-638
ASTM D-790
..__ ASTM D-790 �-� --- .J�
Long Term Value
5,000 psi �
10,000 psi
550,OQ0 psi
5. Mixing and Handling: Mixing and Handling of specialty cement material and
protective coating material, which may be toxic under certain conditions shall be in
accordance with the recommendations of the manufacturer and in such a manner
as to minimize haz'ard to personnel. It is the responsibility of the Contractor to
provide appropriate protective measures to ensure that materials are under control
at all times and are not available to unauthorized personnel or � animals. All
equipment shall be subject to the approval of the Engineer. Only personnel
thoroughly familiar with the handling of the coating material shall pertorm the spray
coating operations and coating installations.
EXECUTION:
1
2.
General: Protective coating shall not be installed until the structure is complete
�nd in place.
.
Preliminary Repairs: .
a. All foreign materials shall be removed from the interior of the structure
using high pressure water spray (3500 psi to 4000 psi at spray tip).
b. All unsealed lifting holes, unsealed step holes, and voids larger than
approximately one-half (1/2) inch in thickness shall be filled with patching
compound as recommended by the material supplier for this application.
c. After all repairs have been completed, remove all loose material.
� osior�ss ASC-13
�7
3.
PART DA - ADDITIONAL SPECIAL CONDITIONS
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.
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b. The protective coating shall �be installed in accordance with the ��
manufacturer's recommendations and the following procedure. �
1')
2)
3)
The surface shall be thoroughly cleaned of all foreign materials and
matter.
Place cove�rs over the inver�' to j�revent extraneous material from
entering the sewers. .
If required for filling or leveling, apply specialty cement product to
provide a smooth surface for the coasting material.
4) Spray the 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. After the wails are coated, the wooden
bench covers shall be removed.
5) The final application shall� have a minimum of three (3) hours cure
�time or be set hard to the touch, before being subjected to active
flow. '
6) No applications shall be made to frozen surfaces or if freezing is
expected to occur inside the structure � within 24 hours after
application.
4. Testing of Rehabilitated Manholes: Testing of rehabil�Xated manholes for
anratertightness shall be performed by the Contractor after operations are
complete in accordance with the Section D-63 - VACUUM TESTING OF
SANITARY SEWER MANHOLES.
D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price
Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The
Contract Unit Price shall be payment in full for pertorming the work�and for furnishing all
labor, supervision, materials, equipment and material testing required to �complete the
work. Pressure grouting, if necessary to stop active infiltration prior to application of the
protective coating, shall be included in the above unit price. Grouting of the pipe seals,
. bench and trough, and lower portion of a particular structure� if required by the Engineer,
shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION.
DA 8 (OMITTED}
DA-9 (OMITTED)
DA 10 (OMITTED)
osro��ss ASC-14
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PART DA - ADDITIONAL SPECIAL CONDITIONS
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DA-11 (OMITTED)
DA-12 (OMITTED)
DA-13 (OMIT�'ED)
DA-14 (OMITTED)
DA-15 (OMITTED)
DA-16 (OMITTED)
DA-17 (OMITTED)
DA 18 (OMITTED) ,, ,, .
DA-19 (OMITTED)
DA-20 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES:
� The contractor shail be responsible for locating and marking all previously exposed manholes
and water valves in each street of this contract before the resurfacing process commences for a
particular street. _ _--_ -- - ---_—_ --- --.__ _ -- -_ _ -_
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The contractor shall attempt to include the Construction Engineer (if he is available) in the
observation and marking activiry. In any event a street shail be completely marked a.minimum of
two (2) working days before resurtacing be�ins on any street. Marking the curbs with paint is a
recommended procedure. `
It shall be the contractors responsibility to notify the utility companies that he has commenced
work on the project. As the resurfacing is completed (within same day) the contractor shall locate
the covered manholes and valves and expose them for later adjustment. Upon completion of a
street the contractor shall notify the utilities of this completion and indicate the start of the next
one in order for the utilities to adjust facilities accordingly. The following are utility contact
persons:
DComqanv Telephone'Number
Southwestern Bell Telephone 338-6275
Texas Utilities 336-9411
� Ext. 2121
Lone Star 336-8381
Ext. 6982
� �City of Fort Worth, 871-8100
Street Light and Signal
Contact Person
"Hot Line"
Mr. Roy Kruger
Mr. Jim Bennett
Mr. Jim Bob Wakefield
�` Of course, under the terms of this contract, the contractor shall complete adjustment of the storm
drain and Water Department facilities, one traffic lane at a time within five (5) working days after
completing the laying of proposed H.M.A.C. overlay adjacent to said�facilities.
�,�
� 09/01/58 . ASC-1 �'J
PART DA - ADDITIONAL SPECIAL CONDITIONS
Any d�viation from the above procedure and allotted working days may result in the shut down of
the resurfacing operation by the, Construction Engineer.
The contractor shall be responsible for all materials, equipment and labor to perform a most
accurate job and all costs to the contractor sh�ll be figured subsidiary to this contract.
DA-21 REPLACEMENT OF CONCRETE CURB AND GU'RER:
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 governed by the standard City Specifications. Pay limits for laydown curb and gutter are
as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to
this unit price, will be the required 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 shall be filled with H.M.A.C. "Type D" mix and
compacted to standard City densities and top soil, if needed, shall be added and leveled to grade
behind the curb. Existing improvements within the parkway such a's water meters, sprinkler
system, etc. damaged during construction shall be replaced with same or better at no cost to the
City.
Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of
demolition to date of completion. if the contractor fails.to complete the work within fourteen (14)
calendar days, a$100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all'materials, labor, equipment and
incidentals necessary to complete the work. ,
DA-22 REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of existing concrete driveways, due to
deterioration or in situations wlaere curb and gutter is replaced to adjust grades to eliminate
ponding water with same day haul-off of the removed material to a suitable dump site. For
specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504"
Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No.
S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the work.
DA-23 REPLACEMENT OF.H.M.A.C. PAVEMENT AND BASE:
The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material
that shows surface deterioration and/or complete failure. The Engineer will identify these areas
upon which time the contractor will begin work. The failed area shall be saw cut, or other similar
means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut
vertically and all failed and loose material excavated. As a part of the excavation process, all
unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable
sub-base. The total depth of excavation could range from a couple of inches to include the
surface-base-some sub-base removal for which the Engineer will s�lect the necessary depth. The
remaining good material shall be leveled and uniformly made ready to accept the fill material. All
excavated material shall be hauled off site� the same day as excavated, to a suitable dump site.
09/01/98 ' ASC-16
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PART DA - ADDITIONAL SP�ECIAL CONDITIONS
After satisfactory compiet�on of removal as outlined above, the contractor shall place the
permanent pavement patch, with "Typ� D" surface mix. This item will always be used eu�en if no
base improvements are required. The proposed H.M.A.C. repair shall match the existing
pavement section or the depth of the failed material, whichever is greater. However� the patch
thickness shall be a minimum of 2 inches. GEneraily the existing H.M.A.C. pavement thickness
wili not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall
be removed. A liquid asphalt tack coat shali be applied to all exposed surtaces. Placement of the
surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift.
Compactions of the mix shall be to standard densities of the City of Fort Worth, made in
preparation to accept the recycling process.
All applicable°provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions",
304 "Prime Coat"� and 312 °Hot=Mix Asphaltic Concrete" shall govern work.
The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
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DA 24 (OMITTED)
,DA-25 (OMI7TED)
DA-26 (OMI7TED)
DA 27 (OMITTED)
DA-28 (OMIITED)
DA-29 (OMITTED)
DA-30 (OMITTED)
DA 31 (OMITTED)
DA 32 (OMITTED)
DA-33 (OMITTED)
DA 34 (OMITTED)
DA-35 (OMITTED)
DA�6 ROCK RIPRAP - GROUT - FILTER FABRIC:
A. GENERAL:
0 osro��ss
1. General Conditions, Supplemental Conditions, applicable requirements of Division 1-
General Requirements and the North Central Texas Council of Governments
(NCTCOG) Standard Specifications, are hereby made a part of this section.
ASC-17
PART DA - ADDITIO�VAL SPECIAL CONDITIONS
Percerit Passinq
100
$aso
45-55
0-20
Percent Passinq
100
60-85
15-45
0-15
2. RIPRAP WEIGHT: 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:
a
Approved Manufacturer: � Supac - Heavy Grade 8NP (UV)
• Trevira 011/280
• Amoco 4553
• or Equal Heavy Grade
,4. RIPRAP GROUTING
a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand,
manufactured sand, or a combination of natural and manufactured sands. The
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2. This item shall govern for the installation of rock riprap of the various sizes shown on
the plans.
.DESIGN CRITERIA:
1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the
channel bottom is not stable, the design shall incorporate other requirements needed
to stabilize the revetment toe. ° ��
2. The channel side slope shall be as shown on the drawings.
3. Engineering filter fabric material shall be placed undemeath the riprap.
4. Riprap shall extend up the bank to an elevation where vegetation will provide
adequate protection. See cross sections.
C. PRODUCT:
1.. RIPRAP MAT�RIAL: Stone for riprap shall be durable and of a suitable quality to
insure permanence in the structure. it shali be free from cracks, seams and other
defects that would tend to increase deterioration. Rock shall be reasonabiy well
graded between the following prescribed limits:
Sieve Size
(Sauare� Meshl-
24" 24 inch
Riprap 18 inch
12 inch
6 inchrc
Sieve Size
(Sauare Mesh�
18" 18 inch
Riprap 12 inch
6 inch
3 inch
osio��sa
ASC-18
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PART DA - ADDITIONAL SP�CIAL CONDITIONS
grading and uniformity of the fine aggregate shall conform to the following
requirements as delivered to the mixers:
Sieve Designation, U.S.
Standard Sauare Mesh
Permissible Limits
Percent bv Weiaht. Passina
3/8 in. (9.5 mm)
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No.16 (1.18 mm)
No. 30 (600 um)
No. 50 (300 um)
No. 100 (150 um)
EXECUTION:
1. CONSTRUCTION:
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 tt�icknesses
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
surtace to receive the geotextile shall be prepared to a relatively smooth condition free
of obstructions, depressions, debris, and soft or low density pockets of material.
Erosion features such as rills, gul(ies, etc. must be graded out of the surtace before
geotextile placement. The geotextil� 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 24-inches of overlap for each joint. Temporary pinning of the textile to help
hold it in place until the rock' riprap is placed. The temporary pins shall be removed as
the riprap is placed to relieve high tensile stress which may occur during placement of
material on the geotextile. The specified placement procedure requires that the length
of the geotextile be �reater th2�h the actual slope length. The Contractor shall adjust
the actual length of the geotextile used based on initial installation experience. The
geotextile shall be protected at all times during construction from contamination by
surtace runoff and any geotextile so contaminated shall be removed and replaced with
uncontaminated geotextile. Any geotextile damaged during its installation or during
placement of riprap shall be replaced by the Contractor at no cost to the Owner. The
work shall be schedulsd so that the .cov�ring 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 �equire 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 tec,hnique will prevent damage to the geotextile. In no case shall any type
of equipment be allowed on the unprotected geotextile.
ASC-19
PART DA - ADDITIONAL SPECIAL CONDITIONS
3. RIPRAP PLACEMENT: Stone for 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 riprap to the thickness shown and to allow
�isolated stones to extend as much as six inches above grade. Riprap shall be placed
to its full course thickness at one operation and in such a manner as to avoid
displacing the fabric. � The larger stones shall be well distributed and the entire mass
of stones in their final position shall conform to the gradation specified hereinbefore.
The finished riprap shall be free from objectionable pockets of small stones and
clusters of larger °stones. The desired distribution of the various sizes of stones
throughout the mass shall be obtained by selective loading of the material at the
quarry or other source, by controlled dumping of successive loads during final placing,
or by other methods of placement which will produce the specified results.
Rearranging of individual stones, by mechanical equipment or by hand will be required
to the extent necessary to obtain a reasonably well graded distribution of stone
specified above. The Contractor shall maintain the riprap protection until accepted.
Any material displaced by any cause shall be repla�ed at his erosion to the lines and
grades shown on the Drawings.
4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entrainin�
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 sha�l 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 a�ter mixing. Retempering of ground will not be
. permitted. Riprap shall not be grouted when the ambient temperature is below 35
degree F: or above 95 degrees F. unless approved by the ENGINEER in writing; nor
when the grout, without special protection, is likely to be subjected to freezing
temperatures before final set has occurred. Prior to grouting, all surfaces of riprap shall
be wetted. The riprap shall be grouted in successive longitudinal strips, approximately
10 feet in width, commencing at the lowest strip and working up the slope. Grout shall
be brought to the place of final deposit by approved means, and in no case will grout be
permitted to flow on the riprapped surfac� a distance in excess of 10 feet. Immediately
after dumping the batch of grout, it shall be� distributed over the surtace 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 spe�ified, 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 �ot less than 7 days.
osior�sa ASC-20
O
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PART DA - ADDITIONAL SPEClAL CONDITIONS
E. MEASUREMENT AND PAYMENT
� 1. FILTER FABRIC: Filter fabricr�will b� measured by the square yard for material used
including that required at toes and thickened edges of riprap. Payment for filter fabric
will be made at the contract unit price per square yard which includes all plant, labor,
� material, and all installation costs in-place, complete.
2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual
� plan dimensions. Payment for riprap will be made at the contract unit price per cubic
yard which includes all plant, labor, material, and installation costs in-piace, complete.
a 3. GROUT: Grout for rock riprap will be measured by the square yard using actual plan
dimensions. Payment for grout will be made at the contract unit price per square yard
which includes aff plant, labor, material, and instal(ation costs in-place, complete.
�
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E`1
DA-37 CONSTRUCTION ACTiVIT1ES ON CALSTAR, L.L.C. and SUNSTONE HOTELS, L.L.C.
(GREEN OAKS HOTEL) PROPERTY
A. The Contractor shall complete all construction activity thirty (30) days after beginning
construction within the CALSTAR and SUNSTONE property. The Contractor shall pay the
CALSTAR and SUNSTONE property owners liquidated damages of $1,500.00 per day in
the event that construction is not completed on the referenced property within the thirty
(30) days time period.
� B. The temporary construction easement obtained for the CALSTAR and SUNSTONE
property shall expire thirty (30) days after the beginning of construction on the property.
The Contractor shall be responsible for requesting an extension for the temporary
� construction easement from CALSTAR and SUNSTONE in the event additional time is
needed.
� C.
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The Contractor shall provide the CALSTAR and SUNSTONE property owners a minimum
of two (2) weeks written notice before beginning construction on the property. Contractor
shal! contact:
Mr. Gary Glenn, General Manager
Green Oaks Hotel
6901 West Freeway
Fort Worth, TX 76116
Telephone No. 817-377-5941
The Contractor shall provide a copy of the Certificate of Insurance issued to the City with
the City shown as an additional insured to CALSTAR and SUNSTONE.
E. The Contractor shall return the CALSTAR and SUNSTONE property to as near its original
condition as possible. This includes sidewalks, pavement, courtyards, paving stones,
landscaping and fencing, but only to the extent of actual damages caused by the work of
the Contractor. Also, in the event that ground surtace is subject to digging, the Contractor
will restore the ground surtace to its original level and; if necessary, re-seed the area in
which the digging occurred.
� ' osiorise
ASC-21
G.� � � C�7 f � �- � C--Y�-- ---i' . . �3-�-�J
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� PMS 167 (Copper) ,_. PMS 288 (Rlue
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PROJECT SIGN
Figure 30 �
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�3" Radius
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Scale 1 " - 1'
09/18/96 � E2-1 Constru�tion
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EXIST. BASE
�
ISTING STREET TEMPORARY PAVEMENT REPAIR
VEMENT SHALL BE HOT�R C�L.D MIX
ASPHALT, �ROLLED 2' MINIMUM
--------------a-.-.-.-. . . . w. . . . . .-.-.-.-.-.-.-.-.-.-.
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MIN. 6' C�MPACTED
� FLEX—BASE MATERIAL
�� - = •� • • �• •<• • � EXCAVATED MATERIAL� �
._ ' ' •' '' ` ` >. -• . ..� -- �. SHAL.,� GONSI�T-.17F•"MATERIAL' ' .
. . .. . . . ; . , ;''�� • _ `: ' � :• FR�E •OF • THIN • C]R �EI�NG�i�"CED '
• . , . ' • _.' ••+� • i:.: •w• , .
� SAND �FIATERIAL � •� •,j''�'��� = ; ; •, '•• • �P�ECES, ROCKS, LUMPS �F
OR GRANULAR ' .'' ' , �`. • •' : � ' ": CLAY, S�IL, L�AM OR
EMBEDMENT � <r; �` ' �': ;, ;''.,,; VEGETABLE MATER, 1'-6'
� � MAXIMUM.
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� INCLUDED IN LINEAR F�OT BID PRICE �F PIPE
EXCAVAT�ON, BACKFILL AND PA�/EME,NT
REPaIR = UNDER EXISTING STREETS
•CA�E 3t EXISTING PAVED STREET T❑ BE RECONSTRUCTED
FIGURE A . .
CWATER� SIZES UP TO � INCLUDING 12') " SHEET 1 OF 2
NTS REV+ MAY 22. 1997
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EXIST. BASE
a
EXYS7ING STREET TEMPORARY PAVEMENT REPAIR
�PAVEMENT SHALL BE HOTOR C�LD MIX
. ASPHALT, ROLLED 2' MINIMUM
••••o•••••••o•••o•••••••••••••••a•••••••o•o•••••••••••••••o/////
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MIN. 6' COMPACTED
� FLEX—BASE MATERIAL � .
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•. - •� -• -�• • '� EXCAVATED MATERIAL
:' `. . ° .' . - ••" ~ ' SHALL C�NSIST OF MATERIAL
.�. _�,;. . �
� ' ' ' � �` �' � ' � �' ` F'REE OF THIN �R ELONGATED
. :: . '• � ,:.. .., '•-
°� SAND MATERIAL •� �; ' '•����� z ; ; • , `'• . �PIECES, ROCKS, LUMPS OF
OR GRANULAR ' : � , �'- • • � � " CLAY, SOIL, L�AM OR
EMBEDMENT � � �' K � ' �': .�' � VEGETABLE MATER, 1'-6'
� ' ' � '` `� �� MAXxMUM.
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- ti••' •` -•�< :• •` :
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� INCLUDED IN LINEAR FOOT BID PRICE OF PIPE
EXCAVATI�N, BACKFILL AND PAVEMENT
REPAYR � UNDER EXISTING STRE�TS
CASE 3� EXISTING PAVED STREET TO BE REC�NSTRUCTED �
� FIGURE B
CSEWER� ALL SIZES> �
CWATER� SIZES 16' & LARGER> SHEET 2 OF 2
� NTS REV� MAY 22, 1997'
7
.� .� :� r� � � � ,� .l� � � �� �� �� .�:.� ��
REPUICE PAVEMENT TO NEAREST JOINT
SEE LONGITUDINAL JOINT SflACING
`— .. , .
EX1ST. CONC. PAVEMENT --
EXIST. CURB dc GUTTER
EXIST. JO/NT �
;L4SS 'A' RE/NFORCED
CONCRETE PAVFMENT
1�
: 2 ��
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,••; �.,•��» ;r.t+ ; ':.
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w�
12" —" �" ':r"':':�., i::•;
:= ''�; �; • ' �•_!' • .��.
:`. . .•i . ..; .
EXIST. SUB �BASE ��� '� ^� �s' '���
;ti�;~�= � �: t
!F ANY � "'' �'+
i � 2��s / \ •a
CRUSHED UMESTONE TO EXTEND
FROM 6" BELOW P/PE TO SPRINGLINE
NOTES:
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ALL TR£NCH B.4CKf7LL SNALL MEET REOUIREM£AITS FOR
GRADATION MID COMPACTION AS SP£CIf1£D 111i• ITEM 402 OF
TH£ STANDARD SPEClFlGAONS FOR CONSTRUCAON, 'PUBUC
WORKS DEPT.. CJ]Y OF FORT WORTH, TEXAS OR BACKFlLL
AS SPEC/FlED /N SECAONS Ei=2 dc £2-2 OF THE
SPEC/FlGI AONS FOR W.�TER DEPT. PROUECTS FORT WORTN
WAT£R DEPT., CIIY OF F017T WORTH, TE�G4S •
O
p°� 00 do o��PROPOSED PIPE
� D/TCH WALL
M �
6 CRUSHED L/MESTOIYE
RE/NFORCED CONCRETE PAVFMENT WILL BE R£PLAC£D TO ORlG/NAL DEPFN �OGITUDINAL J01IV�T
OR TO A M/N/MUM DEPlN OF 5; WHICHEVER !S GRFi1TER. SPAClNG
IF ST£EL QlISTS /N CONCRETf PAV£MENT TO BE CUT. TNE STEEL SHALL S�'�� SPAClNG
Bf CUT M/D S�1.Vi1GED AS POSSIBLf. A MIN/MUM UP SPLlCF DISTANCE WlDTN
OF 12' W/LL BE PROV/DED. �
28' d�` 30' ON C/L
RE/NFORCED CONCREl'E PAVEMENT WILL BF RfPLACED AS SHOWN OVER
Tl?ENCH IN THE EVEA(T NON—RE7NFORC£D CONCRETE P�VEMENT IS REMOVfO.
BEDD/NG OF P/PE TO MATCH ADJACENT SECTONS OR SPfCIFlCAAON 402,
fYHICNEVFR IS GR�ITER.
FIGURE 1
TYPlCAL SECTION - TRENCH REPAIR CONCRET� PAVEMENT
U�Y OF fDRf NURJN TRANSPO�A170N/PUElIC IM7YPK5 DEPT. �1GINEERNC OINSlON
NOT i0 SGl£
No.3 BARS � ON 24 " CENTERS BOTH WAYS
W/TH M/N. 2 B,4RS LONGITUD/NAL IN DITCH
� EX/SI: JOINT
_ `
.
. �
• . .
. ' f// '__
';,
'• 2:27 CONCRETE
36' �c 40' ON C/L dc 8' f7?OM
BACK OF CURB
ON C/L dc 11'
44' OfF C/L
48' ON C/L �c 12'
OFF C/L
60' 6' dc 18' OFF C/L
� :�-�.`� � � � � �-� �-�
REPL4CE PAVEMENT TO NEAREST JOIIVT '
SEE LONGlNDlNAL JOINT SPACING •
{_ � . • . .
No.3 BARS ON 24 " CENTERS BOTH WAYS
f'WITH M/N. 2 BARS LONGITUDlNAL lN D/TCH
CLASS A' RE/NFORCED
EXIST. CURB dc GUTTER � CONCRETE PAVEMENT �
EXIST. JOINT �
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.••:�?: ;��.:�'�f:s•�;:.4:;y;i 2:27 CONCRET'E
:�;: ....••i - _��••{ .
CRUSHED LIMESTONE
TO EXTENO FROM 6''.
BELOW P/PE TO
SPRING UNE
NOTES:
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EXIST. JOlNT
•. -
. ,
-�__.
EX1ST. CONC. PAVEMENT
. ,.
_
12" - -'� = �•�i l:'• "�'•i.' �,s:: • ; :,.
�:=1� �; � i:'_�• �= :_� i� ;� ALL 7RENCN BACKFlLL SHALL M£ET R£QUlR£M£NTS FOR
� �=��';i. +��� �•�`•s��=t';`s. GR4DAAON AND COMPACIION AS SPECIFIED 1N ITEM 402 OF
'�' :• :�� !••`: TNE STMIDARD SPECIFlGI AONS FOR CONSTRUCAON, PUBLIC
'� ��� �%ti WORKS D£PT., ClTY OF FORT WOR7N; TEXAS OR BACKf7LL
,; ; :� J A� SPECIFlED !N SECTIONS E1-2 dc E2-2 OF 7NE
�• SPEC/f7CAl10NS FOR WATER DEPT. PROJECTS, FORT WORTH
,� , „Qo(� W�ITFR DEPT, Cl1Y OF FORT WORTN, TEXAS.
����° �_
oD �0�41��� `�PROPOSED PIPE
DITCH WALL
�6" CRUSH£D LIMESTONE
REINFORCED CONCRETE PAVEMENT WRL BE R£PL4CED TO OR/GlNAL D£PTN
OR TO A MIN/MUM DEP7N OF 5; WHICNEVER !S GRfATER. '
IF STEEL EXISTS !N CONCRETE PAV£MEM TO BE CUT. TNE STEEL SNALL
BE CUT MID SALV.4GED AS POSS/BLE. A M/N/MUM UP SPUCE D/STANCE
OF 12' WlLL BE PROVID£D.
RE/NFORCED CONCRETE PAVfMENT WILL BE REPUCED �S SHOWN OVER
TRENCN /N THE EVENT NON—RE/NFORC£D CONCRE7L� PAVEMENT IS REMOVED.
BEDD/NC OF PIPE TO MATCH ADJACENT SECAONS OR SPfC/FlGITION 402,
WHICNEVER !S GRAJER.
F/GURE 1 B
TYPlCAL SECTlON —�RENCH REPAIR CONCRE7'E PAVEMENT
Clfl' 01F RMT MtMM i1GNSPIDlfIAflOW MqRxS DEPf. Ow7NEEMIJG AM115l�ON
NOT 1D SIGILE
EX/ST. SUB BASE
— (lF ANY)
LONGlTUDINAL JOINT
SPACING
STREET SPAClNG
WIDTH
28' dr 30' ON C/L
36' dc 40' ON C/L dc 8' FROM
- BACK OF CURB
ON C/L dc 11 '
44� OFF C/L
48' ON C/L dc f2'
o� c/t
so' s' e� �e' o� c/c
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N •� ,
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F- _ _'
�6 SMOOTH ` � � -� �pj� Fl�R P'�SION
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DOWEL SUPPORT BASKET�
JQIM DETAlL N0. 1
� • SFu FOR • D(PAN510N�° J0lNT
NOT TO SCALE
• � JOINT DEP7H I
PAVEMEfVT JOIN7 DEPTk �
THICKNESS ( T/4 )
T = 5" 1 1 /4"
I T= fi" 1 1/2"
� T= 7" 1 3�4"
� T=8" I 2
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I = �4• SWCONE JOINT •
I
I � SEAUNT
� ,
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WW V t ••�:
�' 3 : � � �,,�3/8' OIA. CLOSED
�•'•�� -< CELL IXPi4NDED
� " �.:' POLYETHYLENE FOAM
r, . BACKER ROD
•• `•''�: ; �'. �, 'COLD' JOINT CONSTRUCTION
Fl POUR SECOND POUR
I
j JOINT DETAIL N0. 2
� SEAL FOR lONGITUOINAI. AND
� TRANSYERSE CONSTRUCTION
� BUT JOINT
I NOT TO SCALE
� �4• SiIJCONE JOINT
�' � SF�U.HNT
�
I , ; ��—SAWED JOINT FACE
; t
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� � �:� �. ' -��3/B' DIA. CLOSED
• CELL QCPAN�ED
� . ,:' POLYEI}iriENE • FOAM
i , BACKER ROD
I_ . `.+• .
I .. • .
i� JOINT DETAIL N0. 3
I SE1l. FOR SAVI�D DUMMY JOINT
� NOT TO SCALE
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SUPPLEMFSfT TO TdcPW FIGURE 1: �
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REQUIREp. JOINT DETAILS N0. 1,2 dc 3 OF THE 7dcPW PAVING ETIULS SHALL BE
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TYPICAL SECTION-TRENCH REPl41R
TYPiCAL H. M. A. C."SURFACE WITH SOIL BASE
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TRANSP�RTA:1•rN/FU!!LIC MtvRKS OEPT. ���.�_����
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� CITY OF FORT WORTH. TEXAS
WATER DEPARTMENT
Revisions as of Apri120. 1981 � follows:
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All materials� coastructioa methods aad p:ncodures used in this project shall conform to Soctions E1, E2 aad EZA
� of the Fort Worth Water Departmeat Geaeral Contract Documeats aad Geaeral Spocifications. togeiher with �y
additionil material spocifications(s). consiruction(s) or later revisioas(s). (See nevisions listed on this ahoet.) Sactions
El, E2 aad E2A of the Fort Worth Water Departmeat Geaera] Contract Doc�meats aad General Specificatioas are
honby made a pait of this contrAct documeat by refereace for all purposes, the same as if copies verbatim hereia�
� aad such Soctions are filed aad kept in the office of the City Secretuy of the City of Fort Worth as aa official
s�ecord vf the City of Fort Worth.
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II1DEX
Q +�CONTACT CITY OF FORT WORTH
FOR COMPLETE DOCUMENTS: E1 MATERIAL SPECIFICATIONS
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SfiCTION E SPECIFICATIONS
JANUARY 1. 1978
E2 CONSTftUCTION SPECIFICATIONS
E2A GENERAL DESIGN DETAII.S
E1-2.4 Backfill: (Correct minimum compaciion requirement to 9556 Proctor density and cornect P.i. values as
follows:)
c. Additional backfill requirements when approved for use in streets:
1. Type B Backfill
(c) Mazimum plastic indez (Pn shall be 8
2. 'Type C Backfill
(a) Materiai meeting requiremeats aad having a PI of 8 or less shall be considered
as suitable for compaction by hettiag
(b) � Material meeting reqv.ir�ement aad having a PI of 9 or more shall be considered
. for use only with mechanical compaction
E2-2.11 Trench Backfill: (Correct miaimum compaction requiremeat wherever it appears in this section to 95 9b
Proctor density execpt for paragraph 1.2 whcre the '95 96 Proctor density" shall remain uaehanged.)
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CERTIFICATE OF INSURANCE
TO: CITY OF FORT WORTH DATE: 8/27/99
NAME OF PROJECT: Main 207R Draina�e Area Sanitary Sewer Rehabilitation and Imnrovements,
(Groun 5. Contract 3), Part 6, Units 1& 2
FILE NLJMBER: Sewer Proiect No. PS46-070460410270
THIS IS TO CERTIFY THAT Hall-Albert Conshuction Co.. 201 Northeast 29`h St., Ft. Worth, TX 76106
is at the date of this certifcate, insured by this Company with respect to the business operations hereinafter
described, for the type of insurance and in accordance with the provisions of the standard policies used by this
Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof.
TYP� OF INSURANCE
Policy No. Effective Expires Limit of Liability
Workers' Compensation WVK9100869 4/1/99 4/1/00
Commercial General $2,000,000 Gen. Agg.
Liability Insurance KK09100836 4/1/99 4/1/00 $1,000,000 Each Occ.
(Public Liability)
Blasting KK09100836 4/1/99 4/1/00 $1,000,000 Each Occ.
Collapse of Buildings �
or structures adjacent KK09100836 4/1/99 4/1/00 $1,000,000 Each Occ.
to excavations
Damage to Underground KK09100836 4/1/99 4/1/00 $1,000,000 Each Occ.
Utilities
Builder's Risk
Automobile KK09100836-1 4/1/99 4/1/00 $1,000,000 Each Occ.
Liability
Contractual Liability KK09100836 4/1/99 4/1/00 $1,000,000 Each Occ.
Other
Locations Covered: All onerations for the Citv of Fort Worth
Description of Operations Covered: Sanitary Sewer Svstem Rehabilitation and Imnrovements
T'he above policies either in the body thereof or by appropriate endorsement provide that they may not be changed
or cancelled by the insurer in less than five (5) days after the insured has received written notice of such change or
cancellation.
Where applicable, local laws or regulations require more than five days actual notice of change or cancellation to be
assured, the above policies contain such special requirements, either in the body or by appropriate endorsement
thereto attached.
Agency: Aon Risk Services of Texas, Inc.
Agent: Jerry P. Rose By: �
Address: 2711 N. Haskell, Dallas. TX 75204 Title: Ex cutive Vice President
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CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers'
compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46-
070460410270
HA
IN(
By:_
STATE OF TEXAS �
COUNTY OF TARRANT �
BEFORE ME, the undersig authority, on this day personally appeared�� � I r t p� n9�t, Srt�/��
known to me be the person whose name is sub ibed•to t for�going instrument, and acknowledgecito me t at he
executed the same as the act and deed of ��5 ���� for the purpose and consideration
therein expressed and in the capacity therein stated.
GIVEN LJNDER Y cHAND AND SEAL OF OFFICE this I—/ day of
C�� . 19 � 1 .
. d�-G�
Notary l�ublic in and for _
the State of Texas
,
Title
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THE STATE OF TEXAS
COUNTY OF TARRANT
PERFORMANCE BOND
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Bond No. 11127418371
KNOW ALL MEN BY THESE PRESENTS: That we (1) HALL-ALBERT CONSTRUCTION, INC., a
(2) CORPORATION of TEXAS, hereinafter call Principal, and (3)American Automobile Insurance (�mpany
corporation organized and existing under the laws of the State and fully authorized to transact business in the State
of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and
existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of:
FIVE �IUNDRED THIRTY THOUSAND SEVEN HLTNDRED SEVENTY-EIGHT AND 25/100 ..................
($530.778.251 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 17TH of AUGUST. 1999 a copy of which is hereto
attached and made a part hereof, for the construction o£
MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNITS 1 AND 2
designated as Project No. (s) PS46-070460410270, a copy of which contract is hereby attached, referred to, and
made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being
hereinafter referred to as the "work".
NOW THEREFQRE, if the Principal shall well, truly, and faithfully perform the work in accordance with
the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which
may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands
incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages
which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense
which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in
full force and effect.
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PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County,
State of Texas.
AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it
does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or
to the work or to the specifcations.
IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be
deemed an original, this the 17Tx of AUGUST, 1999.
ATTEST: // �
(Principal) Secretary
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BY:
LI�
Title: , -'�A r- Q�/—
(SEAL) 201 NE 29T'� STREET
FORT WORTH, TX 76106
//�C�--%Z�P� -----.
itness as to Principa ����
Address
A ST: /
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(Surety) Secretary
(SEAL)
(Address)
American Automobile Insurance Company
urety
BY: �
(A rney-in-fact) (5) Lisa M. Bonnot
2711 N. Haskell Avenue 4�800, Dallas, TX
(Address) 75204
NOTE: Date of Bond must not be
prior to date of Contract
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
�/ , � - Attorney-in-Fact..
(�
Wifiess as to Surety
2711 N, Haskell Avenue 46800, Dallas, TX 75204
(Address)
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Bond No. 11127418371
THE STATE OF TEXAS
COUNTY OF TARRANT
PAYMENT BOND
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KNOW ALL MEN BY THESE PRESENTS: That we (1) HALL-ALBERT CONSTRUCTION. INC., a
(2) Corporation of Texas, hereinafter call Principal, and (3)American Automoh i l e �**,• �. a corporation
organized and existing under the laws of the Stata and fully authorized to transact business in the State of Texas, as
Surety, are held and %rmly bound unto the City of Fort Worth, a muni,cipal 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 :
FIVE HUNDRED THIRTY THOUSAND SEVEN HUNDRED SEVENTY-EIGHT AND 25/100 ................
($530,778.25) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly to these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 17TH day of AUGUST A.D. , 1999, a copy of which is
hereto attached and made a part thereof, for the construction of::
MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 5. CONTRACT 3) PART 6. UNITS 1 AND 2
Project No. (s) PS46-070460410270 a copy of which is hereto attached, referred to and made a part hereof
as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred
to as the "work".
NOW 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.
*** Insi�ran�e Company
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THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and
material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160,
and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised
Civil Statutes.
PROVIDED FURTHER, that if any legal action be iiled upon this bond, venue shall lie in Tarrant County,
State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of
time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification
s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any
such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be
deemed an original, this the 17TH day of AUGUST. A.D., 1999. „
ATTEST:
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(Principal) Secretary
201 NE 29T" STREET
FORT WORTH, TX 76106 (SEAL)
(Address)
American Automobile Insurance Company
Wimess as to Principal jSurety
BY: /�/�/, Y��v
(A ey-in-fact) (5) Lisa M. Bonnot
Address 2711 N. WaGkPI_1 Avenue ��800, Dallas, TX
75204
A ST: /
/��,a./G �nb7 �i�1J
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(Surety) Secretary
(SEAL)
i � /- ` .
Witness as to Surety
2711 N. Haskell Avenue ��800, Dallas, TX 75204
(Address)
(Address)
(Address)
NOTE: Date of Bond must not be prior to date
of contract
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
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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THE STATE OF TEXAS
COUNTY OF TARRANT
MAINTENANCE BOND
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Bond No. 11127418371
KNOW ALL MEN BY THESE PRESENTS: That (1) HALL-ALBERT CONSTRUCTION, INC., as
Principal, acting herein by and through (2) � `� ��' '� ' ' its duly authorized
and (3) American Automobile *** a corporation organized under the
laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the
City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at
Fort Worth, in Tarrant County, Texas the sum of
FIVE HUNDRED THIRTY THOUSAND SEVEN HUNDRED SEVENTY-EIGHT AND 25/100 ..................
($530.778.25) in lawful money of the United States, for the payment of which sum well and truly be made unto said
City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors,
administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however; that,
WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, AUGUST 17,
1999, the performance of the following described public work and the construction of the following described
public improvements:
MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNITS 1 AND 2
of same being referred to herein and in said contract as the Work anii being designated as project PS46-
070460410270 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 One (11 Year after the date of the final
acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of
One (11 Year; and,
WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time
within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be
necessary;and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct
said work as herein provided.
�**Insurance Company
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NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null
and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said
City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said
Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is e�austed.
WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie
in Tarrant County, Texas; and,
IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be
deemed an original, dated AUGUST 17. 1999.
ATTEST:
�_'�9 __--_
(Principal) Secretary
(Seal)
(4)
BY: �f,c �L
Title: i19-�.�L���st//
Witness as to Principal
(Address)
ATTEST:
��>�� `7'j').���.n/
(Surety) Secretary
(SEAL)
� ""� • .
Witness as to Surety
2711 N. Haskell Avenue��6800, Dallas, TX 75204
F6
201 NE 29TR STREET
FORT WORTH, TX 76106
(Address)
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American Autombbile Insurance Company
� Sur�
BY: ��
(Atto e -in-fact) (5) Lisa M. Bonnot
271_1 N. Haskell AvenLe.4d800; Dallas, TX
(Address) 75204
NOTE: Date of Bond must not be prior to
date of Contract
(1) Correct Name of Contractor
(2) A Corporation, a partnership or an
Individual, as case may be
(3) Correct name of Surety �
(4) If Contractor is Partnership all
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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FIREMAN'S FUND INSURANCE COMPANY
NATIONAL SURETY CORPORATION � ASSOCIATED INDEMNITY CORPORATION
THE AMERICAN INSURANCE COMPANY
AMERICAN AUTOMOBILE INSURANCE COMPANY
GENERAL POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That FIREMAN'3 �'UND INSURANCE COMPANY, a California corporation, NATIONAL SURETY CORPORATION,
an Illinois corporation, THE AMERICAN [NSURANCE COMPANY, a New lersey corporacion redomesticated in Nebraska, ASSOCIATED INDEMIVITY
CORPORATION, a Califomia corporation, and AMERICAN AUTOMOB[LE INSURANCE COMPANY, a Missouri corporation, {herein collectively called "the
Companies")doeseachherebyappoint Jerry P. Rose, Don E. Cornell, Robbi Morales, and Lisa M. Bonnot of
Dallas, TX
their true and lawful Attorney(s)-in-Fact, with fu11 power of authority hereby conferred in their name, place and s[ead, to execute, seal, acknowledge and deliver any and all
bonds, undertakings, recognizances or other written obligations in the nature lhereof __._�____________________________
and to bind the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seals of the Companies and duly
attested by the Companies' Secretary, hereby ratifying and confirming all that the said A�torney(s)-in-Fact may do in the premises.
This power of attomey is granted under and by the authority of Article VII of the By-laws of FIREMAN'S FUND INSURANCE COMPANY. NATIONAL SURETY
CORPORATION, THE AMERICAN [NSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORAT[ON and AMERICAN AUTOMOBILE INSURANCE
COMPANY which provisions aze now in ful] force and effect.
This power of attorney is signed and sealed under the authority of the foltowing Resotution adopted by the Boazd of Directors of FIREMA[Y'S FUND INSURANCE
COMPANY, NATIONAL SURETY CORPORATION, THE AMER[CAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN
AUTOMOBILE [NSURANCE COMPANY at a meeting duly called and held, or by written consent, on the 19ch day of March, 1995, and said Resolution has not been
amended or repealed:
"RESOLVED, that the signawre of any Vice-President, Assistant Secretary, and Resident Assistani Secretary of the Companies, and the seal of
Companies may be affixed or printed on any power of attomey, on any revocation of any power of attomey, or on any certificate relating thereto,
facsimite, and any power of attomey, any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall
valid and binding upon the Companies:
IN W2TNESS WHEREOF, the Companies have caused these presents to be signed by their Vice-President, and their corporate seals to be he nto a�xed
this 16th day of �pa , 1 A9A ,
�7YC �uauuumy�4 �,N'S �MER � q p�.���mupuy
JP 0 s�`,ptYM17�C0y 4�� FG ,���oRro��i���i� p•`�� BILEIN
J 2G�p?Oq,�'F,A `.� � ��' �t` ,�b •j,0 � '�I i' ��i s�`Da.�".......�� k
¢ ot,o �� o_ • . . . ; g3i —•— ;�,_
Z SEai�.t970 � =� I,�,, -'�.= Z,� �• ='Ji$EAL
(�, y„ \LI o a '^ 2 � = �'•• . _ ' �:
Yy��crNo� apy ,,s� . 1�� • . � G,� i . �yo ss '� :q�j; :"' .,: �',�
' "� 1NCE C� �RAMC ��COa¢ y4a,�!lOUIS!!� ;�
"'���u�uinmiqo`�� E �nomuxn�"��
FIREMAN'S FUND IT
NAT[ONAL $L
HE AMERICAN IN
SOCIATED INDEn
A ERICA AUTOMOBILE IT
By i�. V n C
Vice-President
COMPANY
STATE OF CALIFORNIA
SS.
COUNfY OF MARIN
COMPANY
COMPANY
on �,�s lhrh da of .Ti�nP Harold N. Marsh
Y ] 9 A 9 , before me personally came to me known,
wfio, being by me duly swom, did depose and say: that he is a Vice-President of each company, described in and which executed the above instrument; that he knows the
seals of the said Companies; that the seals affixed to the said i�swment aze such company seals; that they were so affixed by order of the Boazd of Directors of said companies
and that he signed his name thereto by like order.
IN WIT'NESS WHEREOF, I have hereunto set my hand and affixed m o�cial seal, the day and yeaz herein first above written.
L. OCAMFO
� + , Commission : 1163726
z
Z �y� Notary Public - Calitornio �
. Marin County
� 1 . __„ �E t%cvy Public
My Comm. Expires N���,A,'!�,
STATE OF CALIFORNIA
Ss.
COUNTY OF MARIN
1, the undersigned, Resident Assistant Secretary of each company, DO HEREBY CERT[FY that the foregoing and attached POWER OF ATTORNEY remains in full force
and has not been revoked; and furthermore that Article VII of the By-laws of each company, and the Resolution of the Boazd of Directors; set forth io the Power of Attomey,
are now irt force. •
Signed and sealed at the County of Marin. Dated the 1 � th day of Augus t�
a�YC „`oow�wbrWo AN'S Y aoammun�
J Pvoq � a`��V.���yL�+C�. �4'M �G ,�a�o�'oR i��IH��� ,a`��p811E 1¢,�'��4,y
JGO 9�.�9.� :,�,c, ,'•• •,;\a.� �` r,�9'�M� � f� ��'i �J���.r.U��'�
Z SEPT,3.�910 �J �` � � �1y, • � � r ��' S E A L b'
� ee{ . �' : 2 t �' ,��
i g �Y 'si\ f�e: (�����_ % � 'n✓ -.. � �
O 7C�N0� o��i' �� a,` N t� q�' ,P � � `:'��.
bti i; �O �' �...:..!• 'P a.... � GqA ��.� �►Q� 'y�e,d?10UISM�l�`.
"�•nnuuuwnn•� `Q`,` �'�CE GD NCE CO
ypqnunno��"��`
1999
�
Resident Assistant Secrctary
360791-11-98
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PART G - CONTRACT
� THE STATE OF TEXAS �
� COUNTY OF TARRANT �
� THIS CONTRACT, made and entered into AUGUST 17, 1999 by and between the City of Fort
Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City
Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and
� HALL-ALBERT CONSTRUCTION. INC. of the City of FORT WORTH, County of TARRANT
and State of TEXAS. Party of the Second Part, hereinafter termed "CONTRACTOR".
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WITNESSETH: That for and in consideration of the payments and agreements hereinafter
mentioned, to be made and performed by the Pariy 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:
MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IlVIPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNITS 1 AND 2
a And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his
(their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools,
superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the
a said construction, in accordance with all the requirements of the Contract Documents, which include all
maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the
specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been
� identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's
Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort
Worth Water Department General Contractor pocuments and General Specifications, all of which are
� made a part hereof and collectively and constitute the entire contract.
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� APPENDIX A -- EASEMENTS
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�MAY-26-99 WED 11�31 AM REAI PRQP MNGT
FAX H0, 817871836I
ney 1�,99 12:02p Cblstar PropCrties, LI.0 • 948-425-8642
� 1dAY, i 1-99 TUi 9;14 A� kE1�! PF,OP �NGT
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F�X H0. 8i78718361
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• t�.1 •i . � :: . .3�1
MR. 5AIU3t� K�NN�DY dc MR 7FR1tY CROWLE'Y
CALSTAJt, L.L.C. SUNS70NENO7FL5. �..L,C.
2?T79 HOMB�TEAD Rp, S�u3 CALL� AMAAI�C�R
J,.AGUNA NiGEL, CA,, S►'l�7� SANCL�M�NiE. CA. 42G72
Ro: riern�a�u��t Sanitiry Sc�vc� P,�sc�ncn� .nd 7c�npocary Co�zst�uclion �a9e►nau
Y. D. Fn�ntar Sorvoy, A• t 970 dt Hays Cavie6taa 5�vey. A•1SG
G4�?I W. Ftocway. Fan WolU�, �`aMratu CvuotC�, Tcxaa
P�rocf No. z. M�in zo7R. Dt?� No, 1 a��
Aca� M�, KGtiriodr dc Mr. Ctowky;
� I� i4 ou►' nndarsLitt4fng Uhl CN-5�'A3� L�L.C. ("CAl.ST/�R") oud SUNSiOT�' HORE[S. L.�..C.
t"SUNSTOK�') wi�l grwnc a Pcrn�ssxnt S�tray Stnror F��omcnc aaQ � rensporary Coc+3�mctbn
�Rsc�nc+u tltrau�6 thc retcrencrd Dmpetry (as shvwn on k�Jubits "A" "B" atd "C"}. ta tlx City oi fori
Wo�tA ("CfCY'� tuD}oct to clia fdbwiu� comdit�ons:
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t. Jttl� CG�i�ItS.i(iql Itf ill0 �1110tlUi OP S�S,oOo.ou svill bc paW ip CAI,S�'AR d+. SUNSTON� Cot
graR(iqg tt�c Ca9e[ltr�tti.
Z. Tla aignina of �Jx �sca+cnia �nd paYincnl will bc xcom�lis6cQ �s pufc4ly �� possibk. T�lact 1�ite oi
7unc t�, 1494, is autic�atad, 1�ourcvcr ca��nol Oc �mr�n�a3 DccaUs�C o! Dcp�irceMsl nnd Ct�Y
Couik;if tppcoval �aguisr��+ems.
3. Ou LHe d�tc thal con6lnaClioo bcgia9, Wc Cl'3Y'r conlisclor wi11 hare 90 Q,oyi !v CVs11p1C(4 tbc �rotk On
�hc rcfcr�dccd Dmper(�• 'i�c ianpernry Cwxtnrctioo FAsee►xu[ wrll bc6iq 71n�i +�Mpitc wl�tufre 11x 30
d�tiy tl�uc �criod, In tl�c cvcni ca�as�uaion Aa� aot 6ecn caupkxmd 'u� d�c 30 day time period, � pcnu�r
of 51.500.0tf p�' d�y will bc asscssod egdust tho Cl7Y'8 Cv��tr�ttor and paid �o CAI,STIlR �.
SLRJSfONB.
�. Thc Ct7Y'� contracvac wll} provldc CALS7'AR 8dvax�cc rlptioe p�iar lo Ulo �1fti of oonstrudio►t A
minin�um oI Z wccks �+o(ica witl be tcqoiccd.
S. Ti�e CfiY n�raes to tequitc Uia cvnt�ac�ar tu �lum your propetty ta as t�cs�t (�s odgl��i ooudfUot� as
pottibtc. 'T'fus iuctuck3 sidews���, pavertxttt caurr�rds, paviirg s�a�a, 2•urcJrcapi�+s �d lrocieg buc
o��ly tn du catcn[ ot �au�d dwnt�cs ct+us�8 by �l�c work nf UK ccni+aqar. Also. in t1�c cvcat tt,�c
grwnd �orfxc is sub}cc� le diggtn� U�c oac�nc�or wiil res�ore t��e �ouAd surlpcc to i►s o�t=hmt lcrcl
ard, i[ ncccss�ry, �acca tihe up tn +rhich t�e diggin6 vccvnrE.
G. To !he c.tclGtt prtmli�d by 1�1w. �ufd witl�aut setUclg �sidt sams in busl �v tund sa�m, l6c CTTY e1��N
i2ldc�nniiy �►nd ttoid ttem�ICSS CAI.5TAR g S11N5'1�ONE fct any Iiabili�y which aciscs trom itc sct4 or
on�issions petUlNn� 1a t1�e eonattudioc�, ucc, rCp�irs #nd �rrainta�inee ot bdh o� thc ofore+ucdiav�d
e;lscmcnis, inctuding bW net lilnllad to zlwrs�c7�'s fc�. co9t a)�0 expcbscs. Hos�vsr. uotl►latj ia lLis
i��dcmpifi�dion y1w11 r,�tpaic� U�e CITY'� ti�biliry rn+er or�d 6eyoc�d Q�e lfmitalfon� in tltC Taaas Tors
CY�#ms Act. CAl..STAR an� SUNSTONE sLall indc�mUfy �nd AeW U�a C1tY [�arml� (!wn Htd
�geiftst tu�y cl�iltts m1 IiabrlitY arislt�� imm We i�gllgct�t �cl� or omissia�s of CA).STAR
SUNS'!"ONi�. ��eir �eMs, G��DSoyces w�i Colx��ctocs.
,� �
ENGIN�tTR1NG1 DF.pARTMEN'T
REJU. �ROPER'TY MAtiACEMeti7
iNE CttY Or ioRr WaRTFi � 92 ��y�R STR[C1' * FORS WORTII, Ttx�s 76ioa�605
�s»> sr���2 � Fut (SI7) aT1�8�61
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MAY-26-99 WED 11:31 AM REAI PROP MKGT
FAX K0, 8178718361
May 1�i 89 12:OZp Cal,szar Properciee� L�C 949-425�8642
�tAY-11•93 i'UE 9:15 AM REAI PRO? blNG4 FAX N0, 8176718361
P. 3
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7'I►c CITY's Cortu�lclor �+iit bc xoqatrod +o prwada l;obility inavrlrroo wit1� a cclfific�►Iv o! ipausncc
uc
isautd to Wc C1TY �n4 d�c CiTY Nili 6� slwwn �a �+� additional tnsuned. TTrf CtrY's a�lNua+n
Contcuc(o! oov�cr�6v rCQulrmud is S1,00a�Wa Da um+rralCc. C�LStAR qqd SUNSTOI�' vrilti be
pravldr� i oapy of �la corti[ka�a iwwe�cr, � c�inc �nnc�a�o or,ns�an� cssu�d �a r�,1.srAR aod
SUNSTO� �s tn eddiiia�d in�uteA vr1H cwl be ttqulre4.
The C1TY agteea. ac �ts sote eac a�a exper� to praperly c�p ihc existb�8 �aialry eewer lines w]�uc
��cy �n aiscau�a�oa i�aa c�i,sT�R's servico ii�cs. and to ��+operiy rc-cotlooa CALSTAR's
t�Ntary tcv�rec lines l01bC C1TY's mn3�sry �ewcr 1)nc:. ��i in n a�nncc Qvt 9or�nifs and frcitiuies tha
prvper sod 4a�i�blc 1low Of sa�re8� frvu� 1� imprave�Mcn�s toentW on CAIS]'AR's �rop�t�y. U�co«g1�
CA�STAR's c.tlstln6 s�udta�y scwcr Iinas ana i�ro tlu Cl7Y't �Nitury i�vcr fiqes, wicttouc �lw
naccsaliY of �oy tnoditicntia� by CALSTAR of CAL�ST�LR's r.�islln�bYRcas,... �4p�t; �uCC�t�!,
usodit�asiion� oF CA1.S'I'AR'� e�riscin� serv� lin�s [o facilic.0 propct ranr�crtioa �ut! bo :� n�c
ClTY'� v�pcasa.
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� 'fltc abova paytuent uId w�rdll�ans irc cub�Cct lo �pp�ovp br U�e Ciry o1' Fa�t Woctt� Councit. Updti y4pr
oacc�xa�ico aid si�swRs vo � copy of tbts kK(cr, n torn�al Mayor 6c Cou�fcil C�m�nnnicalfon (M �� vrlll
bo prepared for �pprav�l, wIIer eppcvra! d t1�e M 8 C a ttYck witt bc requesced ltom Ore AaeoaAtiag
Oe}�a�ina�t ;�id wslt Oc ps9r�td u� exdw�go !or D�e si�nod e�►sq�ntl decunx�ts,
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Piu�sc iidlcuo yout nacapunco of Ihc a�ove catCitk�ns by el�ung et�Q retwnir� r sapY oP INiS let{c� �a
soo� Rs possiblc.
• �e►i8TAA, L.L,C.
Siitccrtbr, �y " �
ACCOj�ICd- s�`7� �I�CI �� S J1�1 1rL A��M��
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Fra,� s ru x , z..t,.c.
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Cc. R�kcsh Ct�aubcy � .
Tonr S�a)�ola
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�Form 1082(Rev.09-93)
(Previous Versions Obsolete)
� To: City of Fort Worth
Department of Engineering
811 Lamar Street., Suite 310
� Fort Worth, Texas 76102
c/o Rakesh Chaubey, P.E.
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APPROVAL
Permit # 220-SS-79-99
Hwy. No. I-30
Maintenance Section No.
County: Tarrant
Date: March 1, 1999
Reviewed & Issued By: G.
]0
Rodriguez
�T'he Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your proposed 12" DIP
sanitary sewer line as shown by accompanying drawings and notice dated January 8, 1999„ except as noted below.
�Additional Requirements: Traffic control devices shall be in strict accordance with the Texas Manual on Uniform Traffic
Control Devices.
�Your attention is directed to governing laws, especially to Article 6674w-1, Vernon's Annotated Civil Statutes of Texas, pertaining to
Control of Access. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or
adjacent public roads or streets, 8 trails along or near the highway right-of-way lines, connecting only to an intersecting road; from
any one or all of which entry may be made to the outer portion of the highway right-of-way for normal service and maintenance
�operations. The Owner's rights of access to the through-traffic roadways and ramps shall be subject to the same rules and regulations
as apply to the general public except, however, if an emergency situation occurs and usual means of access for normal service
operations and will not permit the immediate action required by the Utility Owner in making emergency repairs as required for the
�safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through-traffic roadways
and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Owner
when such repairs are initiated and adequate provision is made by the Utility Owner for convenience and safety of highway traffic.
QIt is expressly understood that the TxDOT does not purport, 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, subject to provisions of governing
laws, by giving thirty (30) days written notice. �
QYou are requested to notify this office prior to commencem mt of any routine or periodic maintenance which requires pruning of trees
within the highway right-of-way, so that we may provide ecifications for the extent and methods to govern in trimming, topping,
�tree balance, type of cuts, painting cuts and clean up. Th se specifications aze intended to preserve our considerable investment in
highway planting and beautification, by reducing damage d e to trimming.
The installation shall not damage any part of the highway d adequate provisions must be made to cause minimum inconveniences to
�traffic and adjacent property owners. In the event the Ow er fails to comply with any or all of the requirements as set forth herein,
the State may take such action as it deems appropriate to compel compliance.
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GENERAL SPECIAL PROVISIONS:
Special Requirements for installation of Utilities on Highway Right-of-Way
Backfill of Utility Trenches, Rev. Feb., 1971
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 will be revegetated as indicated on the attachment.
The Utility Contractor shall contact the proper City Authorities prior to construction.
Please notify Glynis Rodriguez at (817) 370-6585, forty-eight (48) hours prior to starting construction of the line in order that we
�may have a representative present.
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Texas Depa nt of Transportation-Fort Worth
Steven E. m ons, P.E Dist ' Engineer
For: erry e
Distri Right of Way Utility Supervisor
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�. Notice of Proposed Installation
,/;,� ..., Ut' 'ty Line on Controlled Access Highway
Form 1082 (Rev. 9-93) �
(Prevbus verxion(s) are obsolete.)
To the Texas Transportation Commission . Date Januarq 8, 1999
c/o District,Engineer
Texas De artment of Transportation �
�'ort Taorth. , Texas � � .
Formal notice is hereby given that _�•he Gitq� :o� Fort Worth, Texas _
Companq proposes to place a 12"" san�tarq sewer tine �
line withinthe right-of-way of IH��� in 'iarranL
Texas as follows: (give location, length, general design, etc.) �
CountiY,
. . . �.
The proposed 12" sanitary sewer line•will be located�under TA-30 from the southwest end
of Ridgemar Mall south across ti�e interstate�to the northwest end of the Green Oaks
Aotel. . The line wi11 iie constructed bp aa ather than open .c�tt method (j ack & bore) .
The �roposed replacement length is approximately 1,1�O.,fee�.. � ,
� The Iine will be constructed and maintained on the highway righ�of-way as showri on 'the attached drawing and in
accordance with the rules, regulations and policies , of ythe Teaas �"Department of Transportation (�DQ�, � and all
�governing laws, including but not�limited to the "Fede�al Clean Water:Act," the "Federal Endangered Species Act,". a�
� the "Federal� Historic Preservation Act." Upon request bq Z`zDOT,�proof of conipliance with all governing laws, rules, aad
regula�ions will be submitted to TsDOT before commencement of construction.
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Otir firm will �use Best Management Practices to minimize erosiori and sedi.mentation resulting from the proposed
installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions." '
Our firm will�insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform
Traf�'ic Control Devices will be installed and maintained for the dvration of this installation. . � .
The location and description of the proposed line and appurtenances is more fiilly shown by one �mplete
sets of drawings attached to this notice..
Construction of this line will begin on or after the �. ��� day of � e h � �l. a � V ,19 99
� � (
By signing below, I certify that I am authorized to represent �the Firm listed below, and that the Firm agrees to the
conditions/provisions included in this permit.
Firm City of Fort tiTorth, T.exas
By (Print) �uglas A. Rademaker
s��at�e _��� � c /u, �►��r•�ce�
Title Director, Department of Engineering
Address $11 Lamar Street, Suite 310
Fort Worth� TX 76102
Phone No. i�17)332-5474 ext. 40
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Form 1023 (Rev. 09-93)
(Previous Versions Obsoleu)
TO: City of Fort Worth
Department of Engineering
811 Lamar Street., Suite 310
Fort Worth, Texas 76102
c/o Rakesh Chaubey, P.E.
APPROVAL
Permit # 220-SS-78-99
Hwy. No. Spur 580
Maintenance Section No. 03
County: Tanant
Date: March 1, 1999
Reviewed & Issued By: G. Rodriguez
The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your
proposed replacement of 8" sanitary sewer line by pipe enlargement with 8" HDPE pipe as shown by
accompanying drawings and notice dated January 8, 1999, except as noted below.
Additional Requirements: Traffic control devices shall be in strict accord"anc�'wii`lt"t��� Texas Manual oa
Uniform Traffic Control Devices.
It is expressly understood that the TxDOT does not purport, 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,
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
�,j 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 specifcations
� are intended to preserve our considerable investment in highway planting and beautification, by reducing damage
due to trimming.
� The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum
inconveniences to 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 installation of Utilities on Highway Right-of-Way
Backfill of Utility Trenches, Rev. Feb., 1971
Utility Construction Work on Saturdays and Sundays for Utility
Installations Authorized by Utility Permit.
Utility Policy Chart. �
Details for Installing Underground Utilities in Vicinity of
Trees.
REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting
from the proposed installation, the project area will be revegetated as indicated on the attachment.
The Utility Contractor shall contact the proper City Authorities prior to construction.
Please notify Glynis Rodriguez at (817) 370-6585, 48 hours prior to starting construction of the line in order that
we may have a representative present.
Texas De ent of Transportation-Fort Worth
Steven . Si mons .E., strict En ' r
By: erry rn
District Right of Way Utility Supervisor
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� ��. Notice of Proposed Installation
� Utility Line on Non-Controlled Access Highway
,� .
�Eorm 1023 (Rev.9-93)
(Prev(ous verston(s) are obsolete.)
To the Texas Z�ansportation Cammission ' Date � Januaiy 8, 1999
�c% District Engineer
Texas Department of Transportation
�'� �• � Lt/ v r f,l� , Texas
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Formal notice is herebq given that the Citq of Fort Worth, .Texas
Company proposes to place a in� $" sanitarq sewer line
line within the right-of-way of Spur 580 in Tarrant ��gy,
Texas as follows: (give location, length, general design, etc.)
The proposed 8" sanitary sewer line will be located on the north side of Spur 580 from
Raren St. east to approximately 125' west of Reagan Dr. The Iine will be replaced by
an other than open cut method (pipe enlargement). The proposed replacement length is
approximatelq 1,440 feet.
The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in
accordance with the rules, regulations and policies of the Tezas Department of Transportation (�DO�, and aII
governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," aad
the "Federal Historic Preservation Act." Upon request bq Z�rDOT, proof of compliance with all governing laws, rules, and
regulations will be submitted to Z`xDOT before �commencement of construction. � �
Our firm will use Best Management Practices to minimize erosion and sedimeatati,on resulting from the proposed
installa'tion, �and we will revegetate the project area as indicated under "Revegetation Special Provisions."
Our firm will insure that traffic control measures complying with ap, plicable portions of the Texas Manual of Uruforrn
Tra�f "cc Contnvl Devices will be installed and maintained for the duratica of this installation.
The location and description of the proposed line and appurtenances is : more fully shown by
sets of drawings attached to this notice.
Construction of this line will begin on or after the �Z��' day of � r y
one complete
. • ��
By signing below, I certify that I am authorized to represent the F�m listed below, and that the Firm agrees to the
conditions/provisions included in this permit.
Firm_ City ��f Fort Worth, Texas
By (Print) Douglas A. Rademaker
Signature
Title Director,Department of Engineering
Address 811 Lamar Street, Suite 310 __
Fort Worth, T}� �6102
Phone No. �R17)332-5474 ext. 40
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Form 1023 (Rev. 09-93)
(Previous Versions Obsolete)
TO: City of Fort Worth
Department of Engineering
811 Lamar Street., Suite 310
Fort Worth, Texas 76102
c/o Rakesh Chaubey, P.E.
APPROVAL
Permit # 220-SS-77-99
Hwy. No. SH 183
Maintenance Section No. 03
County: Tarrant
Date: March 1, 1999
Reviewed & Issued By: G. Rodriguez
The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your
proposed replacement of 8" sanitary sewer line by pipe enlargement with 8" HDPE pipe as shown by
accompanying drawings and notice dated January 8, 1999, except as noted below.
Additional Requirements: Lane closures shall be in strict accordance with the Texas °Manual on Uniform
(� Traffic Control Devices. No lanes shal! be closed over night. Construction hours shall be between 9:00 am
�.� anf 4:00 pm Monday thur Friday.
� It is expressly understood that the TxDOT does not purport, 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,
subject to provisions of governing laws, by giving thirty (30) days written notice.
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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
are intended to preserve our considerable investment in highway planting and beautificatinn, by reducing damage
due to trimming.
The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum
inconveniences to 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.
GENERAL SPECIAL PROVISIONS:
Special Requirements for installation of Utilities on Highway Right-of-Way
Backfill of Utility Trenches, Rev. Feb., 1971
Utility Construction Work on Saturdays and Sundays for Utility
Installations Authorized by Utility Permit.
Utility Policy Chart.
Details for Installing Underground Utilities in Vicinity of
Trees.
REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting
from the proposed installation, the project area will be revegetated as indicated on the attachment.
The Utility Contractor shall contact the proper City Authorities prior to construction.
Please notify Glynis Rodriguez at (817) 370-6585, 48 hours prior to starting construction of the line in order that
we may have a representative present.
Texas De ment of Transportation-Fort Worth
Steven �mmons, P.E„District Engi�eel,
:
Disfl ict Right of Way Utility Supervisor
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�, Notice of Proposed Installation
� *- Utilit Line on Non-Controlled Access Highway
�� y
�form 1023 (Rev.9-93)
(Prevbus venion(s) aro obsolete.)
To the Tezas Transportation Commission Da� Januarq 8, 199 9
�c!o District Engineer
Texas Department of Transportation
�e .� f' Ge/e � �� , Texas
� Formal notice is herebq given that the City of Fort Worth, Texas ��
Company proposes to place a C�,..... 8 te aan j,r��r. �P4�P71 �I %Tt P
�line within the rightrof-way of ,�,,� _ i R�� in T n rr�n �t
Texas as follows: (give location, length, general design, etc.)
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County,
The proposed 8" sanitarq sewe��],ine w�11 1ie located under�the outside southbound lane
of Hwy. I83 foxv� Slocum Ave.�south to the�.north�end•of�the intersection of Awy. 183 &
Spur 580. The line wi11 iie replaced� iiy� an•-ot�er ti�an opea cut method (pipe enlargement) .
The proposed replacement length is approxi�mately 2,070 feet.
The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in
accordanc.e with t,he rules, regulations� and policies of t,he Texas Department of Transportation (TzDO'I9, and all
governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act,'° and
the "Federal Historic Presernation A� " Upon request by TzDOT, proof of compliance with all governing laws, rules, and
regulations will be submitted to TzDOT before commencement of construction. _ .�.:��� s
. . , �� ..�� .
pur firm will use Best Management Practices to min�*n��� erosion and sedimentation resulting &om the proposed
installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions."
pur �iu�m will insure that. traff'ic. control measures complying with applicable portions of the Texas Manual of Uniform
Tra�j`'ic Control Devices will be installed and maintained for the duration of this installation. -��
The location and description of the proposed line and appurtenances is more fully shown by
sets of drawings attached to tlus notice.
• �+�.
Construction of this line will begin on or after the � day of F�� r v� p� /' 4
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one complete
,19 �.
By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the
conditions/provisions included in this permit.
Firm_ Citv of ForL WorthL Texas
By (Print) Dou�las A. Ra.dPmakPr
Signature
Title Director, Denartment of EneineerinQ
Address �11 I.amar �treet, Suite 310
rort Worth, TX 7610?.
Phone No. ��17)332-5474 ext. 40
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EXCA�/�AT�L7N, BACKF�LL AND PAVEHiENT
REPaIR �UNDER EXISTING STREETS
� CASE 3� EXISTING PAVED STREET T❑ BE REC�NSTRUCTED
. FIGURE A
('j CWATER� SIZES UP TI] & INCZUDING 12') SHEET i QF 2
�.� r�rs . Rev� MAY 22, 1997
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TEXAS DEPARTM$�]T OF TR�I�iSPORTATION
� DISTRICT N0. 2
SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY R'IGHT-OF-WAY,
r-
(1) Coordination of Work with Hir�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 Constru�tion.
�" All work relative to installation of Utility Owner's facilities shall be conducted
in such manner as not to interfere in any way with operations of the Highway
� - Contractor.
The above requirements with respect to coordination of work with Highway Contractors
shall likewise apply to work being done by State Forces.
r.�
(2) Changes in Location of Proposed Utilities
No changes shall be.made in approved location of utilities within limits of highway
right-of-way without prior authorization of Texas Department of Transportation.
� (3) Adiustment of Utility Poles and Appurtenances
No deviations shall be made from the location of underground Iines approved or
designated by the Texas Department of Transportation eithe= during planning.or
construction to avoid utility poles. Where such poles are adjacent to any proposed
`" underground line, Utility Owner shall make necessary arrangements with other Utility
Owners��for moving poles and appurtenances and/or supporting same during trenching
� operations.
Any poles, anchors, etc. relocated to clear the proposed underground line shall be
moved toward the highway right-of-way line and location shall be subject to the
Texas Department of Transportation approval.
(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
r" construction of line, for verification that location of line is in accordance with
requirements specified herein.
(5) StakinQ of Utilitv 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 alignment
� conforms to require.ments set out herein and that there is no conflict with highway
facilities.
*� Utility Owner shall give Texas Department of Transportation not less than 48 hours
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 b,y Permit and AssiRnment �
of Authorized Location to Other Utility Owners
�
It is expected that where the installation of utility line has been authorized, such ,t,
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 all or any part of the
authorized location, the Texas Department of. Transportation shall be informed r�
accordingly so that such abandoned location may be assigned to other utilities if
deemed necessary by the Texas Department of Transportation: '``
(7) Inspection by Texgs Dep�rtment of Transportation Representatives
Utility Qwners 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. All supervisory personnel shall be �
instructed to furnish such information and cooperation as may be required to perform
such inspection. "*r
(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 when
work is in progress. �
(9) Full-Time Supervision and Inspection
The Utility Owner shall provide competent full-ti.me on-the-site supervisors or "'�
inspectors for all utility installations either authorized by permit or covered by ..
utility agreement with the Texas Department of Transportation.
(10) Incorrect Location of Utilities
�
+�i
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 �
Owner.
(11) Protection of Highway Facilities DurinR Installation of Line
All construction operations relative to installation of the pipeline shall be
conducted in such manner as to protect highway facilities from damage at all times.
(12) Disposal of Excess Excavation and Clean Up
Excess material from trench excavation shall be removed from highway right-of-�ay and �
job site cleaned up and left in satisfactory condition.
�
ROW Utility Section
January 28, 1992
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� (13) Repair and Replacement of Riprap and Earth Slones
�" 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 equa.l to or greater than that of the
original slope as directed by the Texas Department of Transportation representative.
�
(14) Replacement of Base and Pavements
Where removal of•base and pavement has been authorized, all such base and pavement
shall be replaced'as directed by the Texas Department of Transportation
� - representative.
� All existing pavement and related flexible or concrete base, which is to remain in
service either permanently or temporarily, or to be incorporated as a part of the
highway project, shall be replaced.
�'^
(15) Repair and Restoration of Soddin�
. Where sodding is disturbed by excavation or backfilling operations, such areas shall
be replaced by mulch sodding on all slopes of 2% or less. All slopes over 2% shall
.,� be replaced by block sodding.
�� (16) Installation of Lines Beneath Pavements
No open cuts for pipe trenches shall be made across any pavement beneath main highw�y
traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other "
similar facilities unless specifically authorized by the Texas Department of
Transportation. Pipe shall be installed by boring and tunneling and all such
tunneling and boring shall be cased and pressure grouted to seal voids between casing
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) CasinQ of Lines
Utility lines carrying liquids or gases under pressure may be installed uncased in
accordance with the Texas Department of Transportation Utility Accommodation Policy_
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, shall be pressure grouted.
,_ ROW Utility Section
January 28, 1992
�
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(18) Use of Explosives
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�
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� Si�ns, Etc.
�
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No construction operations relative to installation of utilities will be permitted
within the limits of existing pavements carrying traffic, or shoulders adjacent ,
thereto, unless specifically authorized by the Texas Department of Transportation. �
Excavated materials shall be kept off pavements at all times.
' �
Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided by
the Utility Owner or his Contractor when necessary.
�
(20) Protection of Existing 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. � ,�
(b) Prior to beginning actual construction operations the Utility Company shallu-
notify all other Utility Companies who may.have facilities in the area so
they can determine if the proposed construction will conflict with or "
otherwise damage their facilities. �rr
(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-waF
.
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 exceed six �
inches.
(b) Where nonmetallic pipe is installed longitudinally, a metal wire shall be �
concurrently installed or other means shall be provided for detection
purposes. �
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.
(22) Above Ground Appurtenances to Underground 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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pip,�� �s,s�,�g w�der surfac�d roads ar�d roads carrying traffic within limits
a of hic�way right-of�way shal.l be plaoed by bori� or tunnelirx�, unless o�therwise
specifical.ly�authorized'by`the Texis Departzi�nt of Transportatior..
�
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Borir�gs or tunnels shall be plaoed at such d'epths belaw bottan of pavements as
to provide sufficierit dept�h of soil abave hole for supporting superin��osed live
and dead loads ar�d also prevent collapse of st�orting soil between hole ar�d
pavc�ments dus to ar�y boririg, tunnelir�g, or casir�g jackir�g operations.
Boririg atx�,/or tunneling shall exG�.nd past roadway r,r�nz lines a�l autside of ariy
shoulders adjaoent ;to pavenrents. .. .
. . ., .
Pits excavated for�boring or tunneliryg operations shall be located,so that any
po�si.ble sla�ghirig of sides of pit will not endarigex shoulders or pavemPnts and
so that barricades can be placed as.specif�ed herein.. �
� , . .. . ' ' . . f .+ • .
A11 ``aperatibns ar�d ec�uipmerit �relative to tunnelir�g and boring shall be confined
to areas attside of roadway shau].ders ar�d away fran edges of� pavemes►ts by
"`suitable b�rricades. Barricades shall• be maintained clear .of shail.clers at all
�times ..exoept that in no case st�a].l the clear distanc�e between barricades ar�d
' eclge: �of paveam�nt or � faoe of curb be less �han 8 feet. �
(B) BURYNG .� - - . _- .
Where mat�exial be.rieath pavement is . sarxly or unstable and will be subj ect to
caviitr�, hola for casiryg shall be bared and-ca.sed sinailtarieously arki bored
matera.al, remaved thrax�i casing. Gutting faoe of auger or dri11 shall not
project more than 6 inches ahead of casing and no watex sh�all be u��ed in
vonnection with drilling. •
��tn�iere material ?�eneath pavem�nt is stable arrr� not subject to• caving, nole for
�casing may be bored :first and casing in.�xted in hole inm�ediately_.after
cc��pleti� of baririg if pennitteci by the Texas Departn�nt of Transportation.
Water shall`� not be ��ed in oonjunction with drillirtg if it in any way causes
stable material to cave or beaane unstable.
� � (c) Zt�rn�s.►atc
While hole is being tunriel-ed, casirKl s1'iall be jack�ed into place as operations
Or����ss exoept as hereinafter specified.
Where neae.ssaxy to use sectionalized steel liner plates, each suooessive ring of
�j plates shall be plao�3 in position and ocxnpletely bolted into place as soon as
U excavation is oong�leted far enaigh ahead of oarg�leted casing to reoeive the � next
ring.
�
RpW Utility Sec.�tion
� January 28, 1992
��
:�;• 1 I I I�1 1 •• �
WorkuxJ faae of exc.avati� shall not preoede advancii�g er�d of casi.iig i�y more
than 2 1/2 `feet unless o�tiieiwi.se peiznitted by Z�cas Depart�ne.nt of
Trar�sportation.
No explosive.s shall be u��ed within li.mits of highway right-of-way in oonjurx,-�tion
with tunnelir�g exoept as specified urr3er "Use of bcplosives" cwered els�where
in a�anying specificatior�s. . �
� r,-,• �
All voids ar�auxi casi�g shall be pressvre grauted with grout consisting of
Pt�rtlarri Ce�aent and washed sarid arid oont-aining r�ot less than 6 sacks of Pbrtland
�nent pex cubic ya�i of graut. Additional art�nt shall be ac3ded if werkability
anc�/or stability cannot ° be abtained with �,��,L �ions irxlicated. An air
entrainir�g agent may also be added to the graut mixture to facilitate flaw if
�eoe.ssaty.
Groutir�g shall be done inn�ediat�ely after c.gsir�g has been installed in hole in
order to avoid ariy shearing of soil ar�d settlement of vwerb�den• abwe casing.
M�ans st�all be provided for provityg that` voids are filled arouncl 24" diameter
and larger casings �• in th�e ev+exit �ern "is sane daubt by the Z�cas De�art�ent of
Transportati,� that void� are being filled: On reinforned �rnte casing this
may oonsist of holes drilliryg around insicle of perimeter of casing arid fitted
with r�mwable plugs. On steel casinq, reinavable threaded plu�s may be prwided
at int,exvals arauld inside perimeter of c�sirg.
No holes shall be drilled in paven�nt �or shoulclers � for groutirig c�sations.
: • •� ..+• .:
Bore pits should be located at least thisty feet f�an the edge of the nearest
*hra�gii traffic lane arXi rio�t less than twenty feet fxnm ti�e edge of pave�nent on
ramps. On law traffic roadway5 ar�d frontage raads, bore pits sha�ld no�t be less
than ten feet frcm the edge of pavemexYt or five feet fYnm faoe of-curb.
ROW Utility Sec.-ti�
January 28, 1992
Sheet 2 of `�
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BACKFILL OF UTILITY TRENCHES
(A) Description
� This specification shall govern backfill of trenches which have been opened for the
removal, adjustment, or installation of utility lines within the limits of highway
right-of-way or highway construction projects.
�
Type 1 Backfill shall be used in all cases except the following:
� Type 2 Backfill, when allowed by the permit, agreement, or by the Texas
Department of Transportation representative, may be used only in trenches
parallel and adjacent to right-of-way lines and in areas where there will be no
� earth work construction or construction traffic except that this method may be
used for placing backfill which will later be removed by highway construction.
Types 3 or 4 Backfill may be required for special conditions where the
� possibility of settlement or erosion of backfill must be eliminated or when,
after backfill is started, it becomes apparent that Type 1 Backfill is
unsuitable.
� Type S Backfill may be used in special locations where allowed by the permit,
agreement, or by the Texas Department of Transportation representative.
(B) Type 1 Backfill (Comnacted Backfill)
Type 1 backfill shall consist of compacted material obtained from suitable soil
� excavated from the trench, or from sources outside the highway right-of-way.
Material shall be free of rock, lumps, or clods that will not break down under
�."
compaction.
Backfill material shall be placed in the trench in layers not to exceed 6" in depth
and compacted. Water shall be added as required to facilitate compaction.
� Compaction shall be done with rollers or mechanical tamps. Use of rollers will be
permitted only when such use is not believed detrimental to any highway facility and
the type roller used is acceptable to the Texas Department of Transportation
� representative. When rollers are employed, mechanical tamps shall be used along
sides of trench to compact any backfill that cannot be reached with rollers.
Compacting shall be continued until a backfill density equal to that of the
� adjacent, undisturbed material has been obtained.
Where trenches lie within the limits of drainage ditches and channels which are in
rock, the Type 1 Backfill used in trench shall be sealed with 1' of concrete
backfill struck off flush with the top of rock.
�
(C) Type 2 Backfill (Water Jetted Backfill)
� Type 2 Backfill shall consist of suitable material excavated from the trench or
other acceptable material obtained from sources outside the highway right-of-way.
'
� ROW Utility Section
January 28, 1992
,
BACKFILL OF UTILITY TRENCHES CONT'D.
Backfill shall be placed in the trench in layers not to exceed 2' in depth by
blading, dozing, or other approved means and then jetted with water delivered under
pressure through a metal jet. After the trench is filled and jetted, additional
material shall be mounded thereon and rolled with construction equipment.
(D) Type 3 Backfill (Stabilized Sandy Soil or Washed Sand)
Stabilized backfill shall consist of either sandy soil free of lumps and clods or
washed concrete sand, stabilized with two sacks of Portland Cement per cubic yard.
If aggregates are not sufficiently moist to produce a mixture suitable for
compaction, water shall be added as required. Either transit-mix or stationary type
mixers may be used.
After mixing, the stabilized material shall immediately be placed in the trench in
uniform layers not to exceed 6" in depth and compacted as specified for Type 1
Backfill. Compaction shall be completed within two hours after mixing.
� (E) Type 4 Backfill (Lean Concrete)
Concrete backfill shall contain �:1:�._-r-.dw:�:__,��wo sacks of Portland Cement per cubic
yard of concrete as may be specified by the agreement or permit or by the Texas
Department of Transportation representative.
Concrete aggregates shall be washed. •
Concrete may be mixed on the project in an approved mixer or in an approved central �
mixing plant. Slump shall be between 3" and 6" as directed by the Highway
Department representative.
Concrete shall be deposited in lifts not to exceed 18" in depth. Sufficient �
vibration shall be done to eliminate voids but care shall be exercised that
contamination by adjacent soil does not occur during vibration. All concrete shall
be placed within one hour after mixing. '
(F) Type S Backfill (Uncompacted)
Type S Backfill shall consist of materials which have been removed from the trench.
The material shall be pulverized and wetted if necessary, then replaced in the
trench by blading, dozing, or other suitable methods. Excess material shall be
mounded on the trench and compacted by rolling with construction equipment. Ridges
created by such mounding shall be left sufficiently flat so as not to interfere with
mowing or other maintenance operations.
ROW Utility Section
�anuary 28, 1992
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UTILITY CONSTRUCTION WORK ON SATURDAYS AND SUNDAYS FOR
UTILITY INSTALLATIONS AUTHORIZEp BY UTILITY PERMIT
Except in case of an emergency as mentioned later herein, no work
which requires inspection by the Texas Department of
Transportation will be permitted on Saturdays or Sundays.
In the event the Utility Owner believes that Saturday or Sunday
work is necessary due to an emergency, such as the necessity to
avoid complication in operation of owner�s utility plant, or to
avoid delay of the'Highway Contractor, such work will be
permitted providing that the Utility Owne� agrees to:
a. Obtain Texas Department of Transportation approval at
least 48 hours in advance so that arrangements can�be
made to have a Highway Inspector present. Failure�to
give such advance notice will be sufficient reason to
not grant approval for working.
b. Require his Contractor to have sufficient personnel and
equipment on the job to eificiently prosecute the work.
c. Have owner's
at all times
progress.
supervisor or inspector present on the job
while the above types of work are in
D02-276
D
TRAFFIC SIGNALS AND TRAFFIC MANAGEMENT FIBERS
NOTIFICATION IS REQUIRED 48 HOURS PRIOR TO THE BEGINNING
OF ANY EX�CAVATION WITHIN THE RIGHT-OF-WAY IN ORDER THAT
THE STATE MAY VERIFY THE EXISTENCE OF ANY ELECTRICAL
WIRING AND/OR FIBER OPTIC CABLE. FOR ELECTRICAL WIRING
LOCATES, CONTACT MR. JAMES WARD, TRAFFIC SIGNAL
DEPARTMENT, TELEPHONE NUMBER (817) 370-66�71 OR PAGER
NUMBER (817) 828-9301. FOR TRAFFIC MANAGEMENT FIBER
LOCATES CONTRACT, MR. BILLY MANNING, TRAFFIC MANAGEMENT
DEPARTMENT, TELEPHONE NUMBER (817) 370-6745. FAILURE TO
PROVIDE NOTIFICATION WILL RESULT IN THE IMMEDIATE REPAIR AT
THE GRANTEE'S EXPENSE.
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NON-CONTROLLED ACCESS HIGHWAYS AND FARM TO MARl�T ROADS
STAPIDARD REQUIREMENTS EXCEPTIONS FOR EXISTING LII�S
� ' � ' • • .. . • � , . . . � . . _ . , , . . . . .. . . - s. ". : . . .
Locatioa - Near RQ: line. Crocainga approx.
Petpeadiculas.'
Vent - AC lea�t one required.
Harkers - Required.
DGDCh - IS" usual and 12" aialmw or � diam. of
using under`subgrade. 30" total clear depth at
a21 poiau vtiere eacased. 36" total .eleaz deptfi
viien aot'encased. '(Longitudinal) •
Encasement - Lnder roadvays, ditche� �d
sttuctures.
Locatloa -.Hcar•RW Line. CrossLngo approx.
perpendleular. •' „
Yarkers - ReQuired. '
Dep[h - Hinimms 18" undcr eubgrade or 60" under
pavment surfaee. 48" oinia�an under di[hee�.
� Exeeptlau may be alla+ed if protecud by �� �
reiaforeed eoncrete slab. ' �
-- -Enea�emeat = Not require0 if vclded steel _._
• �.,can�truetion of heavier vall thickaess ,
...aod/or'hi6her str4ngth sceel, coated and
�,:.�,•avrapped.:.eathodictlYy.pmcected and other
�ea�ures�ae sequired..;Liwits of protectioa
- - • ••are �ti►e •saaie .as :that for enusemeat. .
Location�- Near Ra! line. Crosaiags npprox. '
perpendicular. �
Depth - 18" ueual nnd 12" minimw� or �S diam.
- ..-�mder .subgrade. _._ 24" _toul clear depth.beloa
� sutftCe. '� '
Eneeeement = Same as for high pressure lines •
• or'none if cathodically proteeted acd agree
, to ao future pivaxat cuta. .'
T,oeation - llay devinte from perpendieulnr.• Urban
losgitudinal l,lne• may reaala except uuder�rosdvny�,
De91fi -�Hialmuu�toul dep� of 24" if tacesed or
70" if aot eacased mny be permitted. _
Eacaeement - Hay be omitted oa lov voiume pazm �o •
Harket�Roada aad Locr volume hig'h�ays Lf proteceed
b� a relnforeed doacrete slab or if 6' uader pavement
sarfnce aad 4�'nnder ditch. - , ,
. .. . . . . .. :,�• . •
Locntion + Near: Rai•°•li�ae. •,Crosaings •pprox:
perpendLcular. ��s� '
�' DGD�I�-- No exceptioa+�.pern!itted. •
Encasement'='Not reqafred if velded'steel con-
structioa of heavier vall thiekaess'and/or.higher
"' '�creug�tti�s`teel.=�coeEfd �and,.vrapped, cachodically� �
protected 'aiid""o'ther' a+eisures vi �requxred. Liiiti " '
.,_ of..pr,.otectioa;s�x a� thnt Eor encasement. Such�
� tacreased �ea:ures aot requi�ed on la+ volume.Farm'-
' t'o'ltaiket.RoYda :ii►d "L'oii volwe highvays iE proceeted
�`by a:reiaforced�:{oncrete`�s�ab or tf 6' under pave-
ment sii'rface �sc►d �C}`• ucder 'ditch. < ,. ,
.•.r�, , .
' .* " �s1•k' � ' . . • ' .
� Location ,,Hay }deviate from� perpeadiculnr. "Urbnn -
�• longitvdLcsl•'tines"tupy reasip�in pLaee except:uader
aay roadway to be (re) toip true,tea� provided there
vill be ao.iuture pavemeat,euts-other thaa�oa lov
_.�.vol�ine'.....roYds:"..._.,�........i..,,-.,:....�..:' ., ;�::,� :.' ....,`' '•-. '
• De��- Miaimvm•total�depth.of..18" may be•permitted.
Encacement -,,,No �ceeptioa�pesmitted.
� ... ' .. ,1.
� • .
, .Locatioa :,-,.=Naq .deyfeEe;;�rom .perpeadicular: : Urbar+
. ..;loagitudia+il•>Iine&:lmsysrmnia ia•place eXcept ;
' under any rondvay Co be�a(re)•.eoastructed.•-provided
� aeasures are tnken"to-avoid'future•pave�enC cuts
on any high volt�me roadvay.
Dev� - Hinim� total depch of 18" +�y be permltced.
Encesement - ifsy be omitted for pipe oE 2�" vr
grester diam. under Lw volume roads.
' Locatioa - Near RW line.. Ccossiogs approx.
perpendieular._ ; ._ • �, . :... ', . .. .
DtD� - 18" usual aad 12" niaimuo or � diam.
�'- under �ubgrade. 24" toul eleas depth belw
�urtace. .
Eneaeement - Unde.z rosJvays to cen[er of ditch
and under medlans. Exception alla+ed for vide
medians. ExceptLon ella+ed fur vide media�s,
P: . for oipe for JO" or greacer dtem, undez Lw
� volume roadvnys, nnd undcr side road entrances
� �+t�ere Justlfied by trafflc, road condition, nnd
3 1«al pr�ctLce.
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Locntto� - Near RW line. Crossings approx.
pe[pendlcular.
Uepth - l8" usual end I2" minLmux or � 6iem.
under aubgrade. 2%." to[el clear depth belov
aurface.
Enceaeuti�c - Only if undrr press�rc or dcea no[
meet sta�dards. IE encesed, cRme as vater lLnee.
Matertela - Cest Lron ot equel nt crossings of
hiKh volume roedvayc. Others permltted for .
longtcud(nel llnea and croasinga oE lw volume
[oeEveya.
Loca[ion - lSey devlaGe fran pecpenAiculer• Urbeo
Longi[udinal Lines oE sncisfectory Quelicy meY
remnln at any l�+catLon provided menholes cea be
sntLafactorily adJusteA and measuree are cakeu c o
avoid future pavement cuts.
Me[ertale - RequLrements foc macerlels e:eY be
vatved tf liae le of sa[isfactory Quelicy-
Depth - NLnimum to[al depth of 18" mey be Pe�i « eE; ,,1,
� Plate 8
S��Q�r 58 of � i
- ... � � .-T'.•+•.�.
Utility Manual
�
x NON-CONTROLI.ED ACCESS HIGHWAYS A2�ID FARM TO MARKET RQADS
� .. .. , . •• . • ... . __ ._-
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. . STAI�IDARD �REQUIRE2�NT5
U' 1.oeetion � Lu�RilnAtwl��l' 'Ca ]!-•[ra� Ic(xt or '.
� �b�hind outor cveb. =hott �ze�ption� p+s++let�Q: •
�: Cro��in��•-No pol�• !a �edlaa. Tol�� 1' to ]'
0 6 fron RW or behie►d aster eucb, vith v�ei�tion
„�� p� petsitted oaly vfier� ROLt i� wer 700'. Cro��-
v tas• •hall be appemc. perpeadicul�r. .AC... ..
� �tructure, seroute arooad approaehe• or �uffi-
v��. " eisnc to provide 150'.,hori:onul:,or 70' verci- „
eal elearance. . -:c:•. � .�,,,�:.,: �
o VertieRl Cle�r��ce' - 1a'�. for eo�+aic�tion lioe•
H w and 22' or �teat�r a� reQulred by'lw Lor Qowr
� � . � ... . . :lin��. . • . . ... ' , .,= _ ., • - ..:
V �'.y:, .� ,�•:i�,; �; : . -.� oE Con�tx�etion I�oasitudiaal, liw� �hall`•, �•
.�_ 't�r,, �Sn:lc pol� eoa�tnxtion
�j ` �� r . . � : , . �. �. ui��:�e .
Qt. '1_ i j:.,.
H .. iS:i �..' =: i•' �'— � ^ 4 I .:. . :.i ' • .� �i':�w a �
'o'a � - ,-<•i:oeicion - lte�r ROt:�li�+e. Cco�!inp appros.
M u .., ��,,,;:�:..- � . � -'perpendieulu. .-,Loaiicudin�l li++e� �ar be
� piaced�b7'.Plovins.or opca,tte�eh. �
� 3�a � Harkcr� - lt�Qutied. ' '
a3 � fllDCh - 18^ u�ual and 12" ■inf� or � Etaa.
N m p� ' o! ea�in� uoder �ub�rade. 70^ tot�i cl��r •. ..
�a � ' . :d�pth at •11 potnG ahen •oe��ed. 36"
m .• •04 PGr.: -
_ W: `totil cl�ir depth�vh�n -not �aew�ed.
.. _ fnc���w�nt� - pM�e�so�dvart.ltuh�� atd
y��� � `' itrueturi�: . ,> ... �. ... -
� � ,,. -- � . . . � _ , . . �- .
� .,.. O .. Loe�tlon'- 7tcaC RQf lio�: •.Cro�sla�� approz.
` p�cpeadleulars• • • ' -
V � H Denth -' IS" uader p�ve�enC. 2G" out�ldc p�ve-
� 4 wnc •rea, Lncludind Eltche�.
Z� H tneuim�eat • Noa� eeQutred unle�• Qireeted by
� .a�. . Dt�triec Laatn�et, for h�urdou� Ixa�iwu •uch
W i� oear brtd�e�. •tsvetun�, •te:.•Yhe�e �ne���-
w�at aot ta�till�d; attlltr �JtotelE atr�� to 00
` �, � � � psve�ent eut�. " . . . . . . . , .
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EXCEPTIOPIS FOR EX�ISTIIdG..LINES •- .
i . • . , ,. j, ...
';'L/RACLfM•� Mny dov[�tw.fso� �•cpendfeul�r. ' ,
' Vertie�l C.le�r�nee � No.cxe�ptlon`pee�it[ed. '
'[yv� o[ Con�eructloa,-.'1W,exeeptlon,R2aaitted. ; `
• , . _---• �t-r'-•��- •. -•-_�.�.
,. _ .. . . . • .• :%� �,cils.ax;_ • -�
, .. ,.. •.s�..c;�n t , •,• .
M1,i ,: . .,,�::.. ';-,c',� _ -' .
, �. ! . . . , , t s�. x in:�nar•�xa :�- W. i
. ,,. •'.�c t1 >i ° r �8 s.x ]bD�.:l,�a1�9 1 •.•. •. � '
..4:.�: :!Cy?pr�'i.'}�ai�^.}j`71'i: . . '
. . . ..� .. . . �•, .. .. �~�''!•••-'_• t f�• 4, .
r..-i•.#?e e � . . ... � .
Loe� tion '- TSay Qeiiite � Eroa �eYpet►dieul�r. Usb�n •.
. '' Lon`itudinal-'lioe�`�w�y"it�it�a1�ezeepCiupder �o�dvq�: � . �
� �. `I?eDEi- = Hiniiva totil=dep'ttR=iof,v24«�i� :�acued . or " � �
."30" if �oC enca�ed�iy;'bi` pen�ftt�Ap4n'� 4 .,�
F.ncR�e�ent - lujr 6e^oaitced roei;lav volume farn co .:� �•: ;
.Markec..Road• aod •l4n!.yoluwc 1�L�hHay� if proceeicJ =' y
hy a rainfocca�t eonetr.te •lah or �E 6` undor` pnv.»""""-`•;
' �.onC wurtaca anJ 4'.vnQ�t�d[Cch.;_�.,,�_� =!
i.l�)��1r ai ' - .
.. ,• . • .. . . ,.'. ,� r�i•- �.' � ` , '
, ' =�
L�+c�cto� - ltay deviacq„fro..perpegdieular. S�here
enca�e.eat �ot La�ulled. ueili'Ey,:�hqald a�ree co ao
p�vcment euu. ; Locqttu6,loaL line�-.war temaia e:upe `
vnder cencer aedL�a�, throuah•tt�ffie rwdvars oc
connecting roadwy� (LneludlaQ �houldsr�). '
DtDtt1 - tfiere aaterial� a61Y oN�r eoaditton� }uacif�.
e:eeption� �y�be p�tsitfeQ. foc i'rsQnetlon of 6"
froo'�tand�rd r�Quire�ent�.'�, '
Rev. 8-75 P1ate 8
Sheet 59 of 61
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itt�.itv Manual
CONTROLLED ACCESS HIGHWAYS
STANDARD REQUIREMENTS
EXC�PTIONS FOR EXISTING LINES
Location - Nea= ROW IinP: �Crossings epprox.
peryendicular.
Vent - At Least one requtred. •
liarkera - Required.
Depeh -•'18" ucual and. 12" miaia� or � diam, of
�castng under 'subgrade. 30" total�clear depth
at ell,points ahere encased. 36" total clear
depth ahere not encased. (Longitudiaal)
Encasemefi t- Uadez rondways, ditches� struc-
cures and center medians. Ezceptions allaved
for wide medisns.
Location - Near RGW liae. Crossings approx.
perpendicular.
riarkers - Required.
Depth -_MiniAnm� 18" under subgzade or 60"
uader pavement surface. 48"•�ninisum under
ditches. Exceptioas may be alla+ed if pro-
tecteJ: by, •reiaforced eoncrete slab.
Eaca ea�en �:, Not'-required if.velded steel
eons,�ruct�on,,df.heaviet.,vall thiNmess
and/o;-h�gtiez•s£reagih:eteel, coated and
wrapped, eathodics2ly protected"'ind other
measures as required. Limits of pro-
tec[[on are the same as [hat for eacase-
ment.
Lncation -.._Near ROMI 1ine.. _Crossiags apprax�
perpendiculax.�.
Depth - 18" usual and 12" minimum or '� diam.
uader�subgrade. 24" total clear depth bela+
surface. � ' •
En�sement - Sar�e as � for encased high pressure
lines or noee if cathodically protected and
agree to no future pavement cuts:
LocnCion - Near RQ: line. Crossings approx.
perpendicular. "
Depth - 18" usual and 12" minimmn or � diam.
under subgrade. 24" total clear c�epth below
surface.
Enc se�+ent - Under roadways to center of ditch
an�under medians. Exception allwed for wide
meidan, For pipe of 30" or greater diam. under
low volume Erontage roads, and under side
road entrances where justified by traffic,
road condition,�and local practice.
Loca[io� - Hay deviate from.perpendicular. Uzben
longitudinal Liues may reaiain in outer separatioa.
Depth - 2linimum total deptG of 14" Lf encased or
30" i£ not encaaed•may be yermitted. (Longitudiqel)
Encasement - Under roadvays, ditches, atruetures
sad eenter �edi4as. �Exceptioas alla+ed for vide
medians. • ' •
Location - Maq deviate from perpendicular. llrban
longitudinal linea msyremain ia oute= separation.
Narkers - �teqeiired. _ : .. . _ . _, '
Depth ="Ko lxceptiona'permitted. �'
Encasemettt - Not. requtred if welded ateel coa-�� �
sCruction of heevier wall�thiclmess`and/dr'higher ..
•strength'steel� coated and vznpped, cathodically .
protected and offier meaaares as required�. Limits
of protectioa�°are`the same es that�for encasement.
... . ,. � a•�: ,.., • .�. . . . ..
, . . . . . . � - ,. •s� .... .
Location - May deviate from perpendicular. Urban
loagitudiaal 3iaes a+aq remai'n �ezcgpt' iuideY center
medimns,�roadwaqs'in the controlled access area, ;
or auy other roadway to be (re) coqstrueted;�
pravided there�will�be no future.payement cuta�
other thnn oa low volume frontage roads. �
DevW - Ninianan tota2 depth of 18"•aay be pernitted.
Euceaeiaent � No exceptioa pexmitted. '
Location - May deviate from perpendicular. Orban
longitudinel liues may remain except nnder center
medians. roadways vithin the controlled acceas
area, or any "other roadway to be (re) constructed,
prwided there will be ao f uture pavement cute
other than an Lw volume frontage roads.
Depth,- Miniaan total depth of �18" may be yermitted.
Encasement - May be �itted for pipe of 2G" or
greater diam. uader Lw volwae frontage roads.
Location - Near ROId line. Grossings approx.
perpendicu•lar.
Depch - 18" usual and 12" minimum or � diesm.
under subgrade. 24" cotnl clenr depth below
surface.
Encasem�nt -(hily � undcr pressure or does
aat mee sr.endards. If encnsed, snn� as
water lines.
:laterial� - Cast iron or eqnal at crossin�s
of higfi volu�ce road�aeys. Okhers r��secea
fer longit�+dinal lines and crossinga of la+
vutume roadways.
Location - May deviete from perpendiculer. Urben
longitudinal lines mey remain e:ccept under center
madians and roadways in the controlled access
area, prwided they are oE setisfactory quali[y
and depth, manholes are adjusted, and future ser-
vice Lines caill not violate access contrcl or
disturb any roadway.
Dfateriels - Requirements for matcrials may be
waived if line is �f sa[iBfactory quality.
Depth - Minimum total depth of 18" mey be permitted.
Plate 8
DSheet 56 of 61
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' ' Utility Manual
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CONTROLLED ACCESS HIGHWAYS
STANDARD REQUIREMENTS
Loeation - Longltudiasl--1' to �' from flGtt or
bchind .outer curb. Short exceptioa� perwitted. .
Crosxin�s--No polea !n wedian. Polc 1n outer . .
seperntion only vhen ROGI i• over 700', ��d �
munt be 30' froo main lane �nd ?0' frou� r+up •
ahoulder odRe. Cro�sing� approx. perpendlcu-
l�r. At strueture�, reroute �round apprwehe•
, or �ufEicient to provid• 150' horizonul or 30'
v�rtie�l clenr�nee.
Vertieat Clearance - 19' for ca�uaication
line� and 22' or gse�ter �� nquired by lav
• for pover lines. ' '
iyee of C� s5y� ction • Loagitudiwl 11�•
�hall be •ingle pole.construction..
Loentlon - Ne�r ROW line. cro��iaa� approx.
perpcndicul�r.,, LonRitudinel 11ne� �ar b�
plwced fiy plwing or open.treneh. , •
Hnrkcre - R�q��tred.
Dr'nth - Ln" arowl �rnl 12" winlw�w of y dlnw. ,
ef c.�wtng urwl�r �uM1Rr�dc. l(1" tc+twl clanr
dep�li nt all points vhere cnexeed.
•Encarement - ttnder rosdv�ye, ditche�. •true-
�• •-tures.�nd eentec_I�edians�._,ExeeQ,tion� •Lloved_
.. for vide �edi�ns. - Y ..�-�---
. Loeatlon - Ne�r ROW llne., Cro��ifiga approx. ,
perpendLcular., ,
Dev�h - 18" under pavewent. �24"�outslde pave-
nent are�. lncluding ditehes.
Encasement - None required u�le�s directed by
Pistrict �nKlnecr.for hez�tdau� loeatlod� auch
ae n��r brldRc�� titruetures, ete. .ificre enc��e-
wr�t not lne�alied, u U lLty �hould exroo ln na
, .pAVt!mrnl cW w' .
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EXCE PTIONS FOR EXISTING LINES
Loc�tion - Hay deviate frm petpnnditular.
Verticnl Cleerance - No atceptloa petr�itted.
lYoe of Cosi�tructlon - Mo exeeptiao pee7aitted.
.. . : . .. .... ... . _._ . _ _
'Locntion - Ney.deviate fraa perpendicular. Urban
lon$ltudinal line• a�y'reyin in weer •eparution.
TN,nth,,,;Mtni� total �depth �of 24" if �acased or�
'f0" If'noe�enc�ea=•wiY=be`perwiltted.
P.neeiicwentT=�lM�eitcipEio�� pesnitted.
' ,. ^' ��, . • , .• .
Locatioa - lfsy deviaCe froo perpe.s�dicular. tfiere •
euea�ewept not inatalled, utility shonld agree to
no pavement tuts. Longitudinal Lia�e my re�ain.
except under eenter eediaas. thrwgh-tzaEfia road-
ways or eonnecting rwdvays•(incltiding shouldera).�
nench - Lihere M tcrlal• and other conditioos )uatify.
oxceptlon� �wy he prrwltted far reducttoa ol h" fran
el��xl�rel rn��ulrcwcente.
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Rev . 8- 7 5
Pla te 8
Sheet 57 of 61
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ITEM 164
SEEDING FOR EROSION CONTROL
164.1 DESCRIPTION. The item shall govern for preparing ground, providing for
Q sowing of seeds, mulching with straw, hay, or cellulose fiber and other management practices
on areas shown on the plans and in accordance with this item.
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It includes seeding for permanent erosion control �and seeding for temporary erosion
control during the initial winter season... � .
164:2 1�tiSA'TERIAI.S .
(1) SEED. All seed must meet the requirements of the Texas Seed Law including the
O labeling requirements for showing pure live seed (PLS = purity x germination), name and type
of seed. Seed furnished shall be of the pervious season's crop and the date of analysis shown on
� each bag shall be with�n nine months of the time of use on the project. Each variety of seed shall
� be� furnished for delivered in sepazate bags or containers. A sample of each variety of seed shall
be furnished for analysis and testing �vhen directed by the Engineer. Buffalograss shall be treated
with a dormancy method approved by the Engineer. The species and varieties of seed shall be
afrom� among the types specified in Tables lA and 1B of the 1993 Texas Department� of
Transportation Standard Specifications For Construction of Highways,, Streets and Bridges.
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�(2) FERTILIZER. Fertilizer shall conform to the requirements of Item 166, "Fertilizer".
The fertilizer used shall have the analysis as shown on the plans:
(3) WATER. Water shall conform to the requirements of Item 168, "Vegetative
Watering". . '
(4) MULCH.
(a) STRAW MULCH OR HAY MULCH. Straw mulch shall be oat, wheat or rice
straw. Hay mulch shall be prairie grass, bermudagrass or other hay of Johnson grass or other
noxious wceds and foreign materials. It shall be kept in a dry condition and shall be molded or
rotted. �
. �,..
(b) CELLULOSE FIBER MULCH. It shall meet the requirements of and be approved
by the Director of Maintenance and Operations. A list of pretested and approved materials will
be maintained and can be obtained Iiy writing the Director of Maintenance and Operations, 125
East l lth Street, Ausrin, Texas 78701-2483. .
The mulch shall be designed for use in conventional mechanical planting, hydraulic
planting of seed or hydraulic mulching of grass seed, either alone or with fertilizers and other
additives. The mulch shall be such that, when applied, the material shall �form a strong,
moisture-retaining mat without the need of an asphalt binder. It shall be kept in a dry condition
until applied and shall not be molded or rotted.
(5) SOIL RETENTION BLANKET. Soil retention blanket shall meet the requirements
of Item 169, "Soil Retention Blanket".
(6) TACKING AGE1V'I'S. Tacldng agents for straw or hay mulch shall be SS-1, unless
otherwise shown on the plans. A biodegradable tacking agent may be used in lieu of the SS-1
tacking agent when approved by. the Engineer. Asphaldc material shall conform to the
requirements of Item 300, "Asphalt, Oils and Emulsions".
164.3 CONSTRUCTION METHODS. After designated areas haven been completed to
the lines, grades and cross sections shown on the plans and as provided for in other items of this
contract, seeding shall be performed accordance with the requirements hereinafter described.
Unless otherwise approved by the Engineer, all areas to be seeded shall be�cultivated to a depth
of at least four (4) inches, except where seeding is to be done using a seed drill suitable for
seeding into untilled soil. The seedbeds shall be cultivated sufficiently to reduce the soil to a
state of good tilth when the soil particles on the surface are small enough and lie closely enough
together to prevent the seed from being covered too deeply for optimum germination. Cultivation
of the seedb�d will not be required in loose sand where depth of sand is four (4) inches or more.
The cross section previously established shall be maintained throughout the process of
cultivation. Any necessary reshaping shall be done prior to any planting of seed.
. C1) 'PI:ANTING' SEASON AND .SEED �MIX$S. A11 �.planting. shall be done betweeri the
dates specified for each highway district� except as specifically'�authorized in writing by the
Engineer. , ' • .
�The pure live seed planted per acre shall�be of the type specified in the Texas Department
of Transportation Standard Specifications for Construction of Highways, Streets and Bridges
Table 2 for rural areas ( warm season), Table 3 for urban areas (warm seasons, Tables 4A and
4B for temporary erosion control (cool season) and Table 5 for temporary erosion control (warm
season), with the mixtures, rates and planting dates except as shown on the plans.
(2) BROADCAST SEEDING. The seed or seed mixture, in the quantity specified, shall
be uniformly distributed over the areas shown on the plans or where directed by the Engineer.
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. If inechanical equipment is used, all varieties of
each component is uniformly applied at the specified rate. When seed and fertilizer are to be
distributed as a water slurry, the mixture shall be applied to the area to be seeded within 30
minutes after components are placed in the equipment. After planting, the planted area shall be
rolled with a light corrugated drum roller or another type of roller approved by the Engi:neer.
All rolling of the sloperl areas shall.be along the contour of the slopes.
(3) ST��AW OR ,HAY MULCH SEEDING. The seed or seeii mixtures, . in, the quantity
specified, shall be uniformly distributed over the areas shown on tlie plans or where directed by
the Engineer. 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. If inechanical equipment is used,
all varieties of seed, as well as fertilizer, may be distributed simultaneously provided that each
component is uniformly applied at the specified rate. When seed and fertilizer are to be
distributed as a water�slurry, the mixture shall be applied to the area within 30 ininutes after all
components are placed in the equipment. �
Immediately upon complefion of planting of seed, straw or hay mulch shall be spread
uniformly over the seeded azea at the rate of approximately 1.5 to 2.0 tons of hay mulch or 2.0
to 2.5 tons of straw mul�h per acre. When a mulching machine is used it must be approved by
the Engineer and may be equipped to inject a tacicing agent into the straw ..or hay mulch
uniformly as it leaves the equipment at a rate of 0.05 to 0.10 gallon of tacicing agent per square
yard of mulched area. When the tacking agent is placed by hand, then the rate of application for
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the tacicing agent shall be approximately 0.15 gallon per square yard.
(4) CELLULOSE FIBER MULCH SEEDING. The seed or seed mixture, in the quantity
specified, shall be uniformly distributed over the area shown on the plans or where directed by
the Engineer. 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. If inechanical � equipment is .used
all varieties of seed, as well as fertili�er,'may be distributed simultaneously, provided that each
component is uniformly applied at the specified rate. When seed and fertilizer aze to be
distributed as a water slurry, the mixture shall be applied to that area to be seeded within 30
Minutes after the components are placed in the equipment.
Immediately upon completion of planting of the seed, cellulose fiber mulch shall spread
uniformly over the seeded area at the following rates:
Sandy' soils with 3:1 slope or less - min. �i000 lbs./acre
Sandy soils�.with greater than 3: i slope - min. 23001bs./acre Clay soils with 3:1 slope
or less - min. 2500 lbs./acre
Clay soils with greater than 3:1 slope - min. 30001bs./acre
Cellulose fiber mulch rates are based on dry weight of mu�ch per acre. When used, a
mulching machine, approved by the Engineer, shall be equipped to eject the thoroughly wet
mulch material at a uniform rate to provide the �mulch coverage specified.
(5) DRILL SEEDING. The seed or seed mixture, rn the specified, shall be uniformly
distributed over the areas shown on the plans or where directed by the Engineer. All varieties
of seed, as well as fertilizer, may be distributed simultaneously provided that each component
is uniformly applied at the specified rate. Seed shall be drilled at a depth of from 1/4 inch to 3/8
inch utilizing a pasture or rangeland type drill. All drilling shall be along the contour of the
slo,pe. After planting, the area shall be rolled with a roller integral to the seed drill, or a light
corrugated drum roller or with another type of roller approved by the Engineer. All rolling of
sloped areas shall be� on the contour of the slopes.
(6) STRAW OR HAY MULCHING. Mulch shall be spread uniformly over the area
indicated on plans or designed by the Engineer ,at the rate of approximately 1.5 to 2.0 tons of
hay mulch vr 2.0 to 2.5 tons of straw mulch per acre. When used, a mulching machine approved
by the Engineer shall be equipped to inject a tacldng agent into the straw or hay mulch
uniformly as it leaves the equipment at a rate 0.05 to 0.10 gallon of tacking agent are placed by
hand, then the rate of application for the tacicing agent shall be approximately 0.15 gallon per
square yard. -
(7) SOIL RETENTION BLANKET. If specified on the plans, a soil retention blanket
shall be applied in accordance with Item 169, "Soil Retention Blanket" . '
(8) WATERING. Watering of the seeded area shall be conducted when, in the judgement
of the Engineer, sufficient seeding survival is threatened by insufficient natural precipitation and
shall be in accordance with Item 168, "Vegetative Watering".
(9) F�ERTILIZER. Fertilizer, when required, shall be applied in accordance with Item
166, "Fertilizer" .
164.4 SEEDING FOR COOL SEASON TEMPORARY EROSION CONTROL.
(1) STANDARD SEEDING. When specified on the plans or directed by ttie Engineer,
temporary erosion control measures shall_ be performed. These measures shall consist of �the
sowing of seed mixtures appropriate for the season and the work and materials as required in
Article 164.3. These measures shall be performed over the areas shown on the plans or where
directed by the Engineer. Temporuy erosion control measures shal� be performed in �addition �
to other "Seeding for Erosion Control" as herein specified. The pure live seed, of the cool
season plants, planted per acre shall be of the type specified, in the Texas Department of
Transportation Standard Specifications For Construction of Highways, �Streets and Bridges in
Tables 4A and 4B, with the mixture, rate and planting dates, except �as shown on the plans.
164.5. SEEDING FOR WARM SEASON TEMPORARY EROSION CONTROL
(�1) STANDARD SEEDING. When specified on the plans or directed by the Engineer,
temporary erosion control measures shall be performed. The measure shall consist of the sowing
of seed appropriate for the season and the work and materials as � required in Article 164.3.
These measures shall be performed over the areas �shown on �the plans or where directed by the
Eng"ineer. Tetnporary erosion control mea�ures shall .6e';performed.in.addition to other "Seeding
for Erosion' Control" ''as herein specified. The pu�e live `see pl'anted `per -acre shall be of the type
specified in the Texas Department of Transportation St�r►dard Specification for Construction of
Highway, Streets and Bridges Table 5, except as shown on plans. �
164.6 MEASUREMENT. "Straw or Hay Ivlulch" will be-measured by the square yard
or by the acre, complete and in place. All "Seeding", of the type specified, will be measured
by the square yard or by the acre, complete and in place.
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(1) STANDARD SEEDING.. When specifiad on the plans or directed by the Engineer,
O temporary erosion control measures shall be performed. These measures shall consist of the
sowing of seed mixtures appropriate for the season and the work and materials as required in
Article 164.3. These measures shall be performed over the areas shown on the plans or where
a directed by the Engineer. Temporar}� erosion control me�sures shall be performed in addition
to other "Seeding for Erosion Control" as herein speci�ed. The pure live seed, of the cool
season plants, planted per acre shall be of the type specified, in the Texas Department of
aTransportation Standard Specifications For Construction of Highways, Streets and Bridges in
Tables 4A and 4B, with the mixture, rate and planting dates, except as shown on the plans.
0 164.5. SEEDING FOR WARM SEASON TEMPORARY EROSION CONTROL
(1) STANDARD SEEDING. When specified on the plans or directed by the Engineer,
atemporary erosion control measures shall be performed. The measure shall consist of the sowing
` of seed appmpriate for the season and the work and mate�ials as required in Article 164.3.
These measures shall be performed over the areas shown on the plans or where directed by the
� Engineer. Temporary erosion control measures shall be performed in addition to other "Seeding
for Erosion Control" as herein specified. The pure live see planted per acre shall be of the type
specified in the Texas Department oi Transportation St�ndard Specification for Construction of
Q� Highway, Streets and Bridges Table 5, except as shown on plans.
� 164.6 MEASUREMENT. "Straw or Hay Mulch" will be measured by the square yard
or by the acre, complete and in place. All "Seeding", of the type specified, will be measured
� by the square yard or by the acre, complete and in place.
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Rort Worth District �(2) Climate
34-Year Recard
7 Mesn P.rocig (Inches) Mean Tem�p (Degroes Fj L20
6 �,;;nc.-�a��•cwsrac-rbgw�s — L 0 0
. • pffiilU,H6H1,1C1B3[ Tamporarl' Xarm - � , .
$ � ' ��'a �----yr4� + 8 O
4 � � �- � 4.
, � �+ � . �o
. �, ��, . � .f. , �.,��
3 • � / . � \� �
� / � . 40
2 � _ . a , . � /r ;///l
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o �f�, %/✓, %,�i. %�� %(� %�i %�i. �.�i_ �i�� -i�� r.v,, -iy�. o
Jan Feb Mu Apr May Jan 3u1 Aug Sep Oct I�Iov Dec
� � Pn�ipit8tian -�- T�m�
So�crce: Cllmsbe af Tizaa Cotiatls�
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TEMPORARY COOI�SEASOI�£ LEGUME SEEDING RATE: In Pounds, Pure Live St�d (PIS�
3 Aug IS Crimson Clover � 7��
t° . 7.0
Nov 30 TotaI:
TEMPOR�Y W�LM-SEA.SON SEEDII�IG R.AT'E: In Pounds, Pure Live Seed (PLS�
-... —•_.- - � ,.--.,., . . _ ..
.: r.
._ �.�� . ....... . .. ... ............ .....:....•....:....�::::.:::.�t..Y.�t6!.:i?{:;nNi:ijY:4.•.':t�::v:i.•:.::�:
3 May 1� Fortaii Millei 30.0
� , . ___�
Aug 3 � Total: 30.0
....�
I�ote: Names i.n paren esis represent improv vanetias o e species s own.
RURAL A.F2EA W�2M-S�ASON SEEDING RATE: In Pounds, Pure Live St�d'(I'I.S�
6
3
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Feb 1 Gra�a Sprsagletop 0.'7 Gnea Spraagletop 0.7 G�+een Sprangletop
. to Sideoats Grama 2.2 Sideoats Gtama 2.2 - Sideasts Grama
May 1 (E1 R.euo) (Et Reno) (Et Reua)
Bermudagrass 0.9 BIuc Gnma 0.6 Bermud�grass
Buffalograss 6.4 (I.ovington) � Little Bluestem
Western Wheatgrass* 2.8 Buffalograss 6.4 �Saad Dmpseod
�' _ __= Western Wf�eatgrass« 2.8 Ssnd Bluestem"�
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0.6
1.8
0.8
I.1
0.2
0.2
; - : ., . ToEals , '. . ': � 13:U Tafal,; . . . � : � 12.7 Toial: 4.7
Sood Wr.ste:n Wheatgrass betweea September I ansi February 28.
Use 'Woodward" variety of Sand Blucstem in the Rolling Plans (incIuding the Caaadian River Valley)
and 'Elida" variety of. Sand Bluestem in the Fiigh Piains. `
URBAI�I �FtEA WARM-SEASON SEEDING RATE: In Po�snds, Pure Live Seed (PI.S�
;s).:;<#"=i>�'.'.:;;ti$2.�:2s°.;�,lt;,:2::;•,;;< �k�.;:�>.�{:,:;: ,,.. ;-.
:%:::.:>..•,..:;:�..• t... t:,::r>:?`;'.x;.: •+.::.;:::'.., ;.
}\'GC:i'r'r'C�h,'Ci):Sl pv�}�.,'i�;;t'.^ �>:
= >•.:.-:<.�.� .�[X.kllX�:�A�:,
•cx:: a>:,<,.,;,.,� .,•Y r•%�:.a• � x• :>:{j ..:�.:,:::, ;�. `•� :�
:>2t:`•;::::,ct;5v=� R<a.�rt.'��(�,� ..,;::::�:; ..;
Yt�;S;<.::y,.:•. ;.oti�.4,,.�,.�,',��?�'��'v:..�r,-r �:::
:tii'n{iJF}f:{q},.}:A+r',w.� 4.'•:n'::i`Yr'�::i}?i+i.v. 4..
;v, •, '•:;�:.\,''..:,i:...:+�i:::4''ii�:''�.:'S':'.'�i:;.<.:i. ":;','.`;::':.: s.
��:.�ri�Cvi4ii"v':��i4:L;i{P.r.cS�-i:p.):::{:•y?�;�;: • �.•
:K;c;'•:;?.<(;ti.y:y��.�f1Q�'` :: � � ::
'ti `.•;:?fi» :7i, 1�•.''•:.••;r :�; :;
�.�.•' ..�%:di:=;;•.:�i}.:::::3n�?:E?$SV^•.:;r!i:�:::.::::�i:'2:`.':',-,;.•'.
. ::......
. • r+��
Feb 1 Greea Sprangletop 1.1 Green Sprangletop 0.9 Green Sprangletop 1.1�
to �Bermudagrass 1.5 Sideoats Grama 2.8 Becmudagrass 1.5
May � I Buffalograss 10.7 (EI ReaQ) Sand Dropseed 0.4
_ _ _ = Westun Wheatgrass 3.5 = _ _
Buffalogrsss 8.0
TotaI: i3.3 Total: 15.2 ToEal: � 3.0
TEMPORARY COOI�-SEASON SEEDIrIG RATE: In �'ounds, Pzu-e Live.Seed. (PI.S)
..: v..:�..:{::,::.., l..{>:r..,:.:,:.:;::K::...s .-.:.; ..: ., --... �.,..:. . ,�,..-�--�--
:>:,:.::<;.::.::...: ,:.:..:<;: .:.f.:>. : . .,..:. :.::: ..- � .. . . :: . ... . ..; .. ..... ;..>..:�...:. � � ,..,� _
'.�..�:.��:.:v'i�i:::t.}:::.:.�I��L {�:•.'?F�.. . . �..., �. ��y k . •.�n. .;. .: .. .. 'G. �. .....v.: � . :. . r . .. � •:...: _ ..v....... . . .. :.:I
... . � .. '. �....:: : �. h.:; i;:! }%;. , ::.: �:^ ..p.
:•.::.'.:.}.e•• ::::::.......:.•'........ �v.:�:: .�} ::. ..: �''• .
Aug 15 Tall Fescue
to Western Wheatgr�ss
Nov 30 Wheat (Red, Winter)
Total:
A f'racfica! Guide 10 lhe Es�ablishmen! oj Vege�alive Cover
4.0
5.0
30.0
39.0
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o APPENDIX B— STATE REVOLVING
� FUND REQUIREMENTS
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PRIVITY OF CONTRACT.
This contract is expected to be funded in part with funds from the Texas Water
Development Board. Neither the State of Texas nor any of its departments, agencies or
employees is, or will be, a parry to this contract or any lo�ver tier contract: �This
contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date
this contract is executed. ' .
DEFII�iITION.
The term "TWDB" means the Executive Administrator of the Texas� Water
Development Boazd, or other person who may be at the time acting in the capaciry or
authorized to perform the functions of such Administrator, or the authorized
representative thereof.
FINAL PAYMENT
The retainage and its interest earnings, if any, shall not be paid to the
n Contractor until the TWDB has authorized a reduction in, or release of;
�� .. retainage on the contract work.
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REVIEW BY O�VNER AND TWDB.
(a) The Owner, authorized representatives and agents of the Owner, and' che TWDB
shail, at aIl times have access to and be permitted to observe and review all work,
materials, equipment, payrolls, personnel records, employment conditions, material
invoices, and other reIevant data and records pertaining to this Contract, provided,
however that alI instructions and approval with respect to the work will be given to
the Contractor only by the Owner through authorized representatives or agents.
(b) Any such inspection or review by the TWDB shall not subject the state of Texas to
any action for damages. '
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FLOOD HAZA.RD INSURANCE.
This provisions applies to any contract which will construct structures that are insurable
under the National Flood Tnsurance Program of the Federal Emergency Management
Agency, The Contractor shall apply for flood insurance on all insurable structures that
will be built under this contract. A copy of the completed application must be provided
to the owner before commencing construction of the project. The Contractor shall
obtain ihe flood hazard i.nsurance as soon as possible and submit a copy of the policy to
the Owner.
ARCHEOLOGICAL DISCOVERIES.
No activity which may affect a State ArcheoIogical Landmark is authorized until the
Owner has complied with Lhe provisions of the Antiquities Code of Texas. The Owner
has previously coordinated with the appropriate agencies and impacts to known culcural
or archeological deposits have been avoided or mitigated. However, the Contrac�or
may encounter unanticipated cultural or archeological deposits durin� construction.
Tf archeological sites or historic suuctures are discovered after construction operations
aze begun, the Contractor shall immediately cease operations in that particular area and
- notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096).
"� �` =' The Contractor shall take reasonable steps to protect and preserve the discoveries until
they have been inspected by the Owner's representative and the TWDB. The Owner
will promptly coordinate with the Texas Historical Commission and any other
appropriate agencies to obtain any necessary approvals or permits to enable the work to
continue. Tfle 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 likely to jeopardize the continued existence of a
threatened or endangered species as listed or proposed for Iisting under the Federal
Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on
Endangered Species, or to destroy or adversely modify the habitat of such species. •
If a threatened or endangered species is encountered during construction, the Contractor
shall iunmediately cease work in the area of the encounter and notify the Owner, who
will immediately implement actions in accordance with the ESA and applicable State
statutes. These actions shall incIude reporting the encounter to the TWDB, the U. S.
Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any
necessary approvals or permits to enable the work to continue, or implement ocher
mitigative actions. The Contractor shall not resume construction in the area of the
encounter until authorized to do so by the Owner.
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LAWS TO BE OBSERVED.
aIn [he e.cecution of the Contract, the Contractor must comply with aII applicable Local,
State and Federal laws, including but not limited to Iaws concerned with labor, safery,
� minimum wages, and the environment. The Contractor shall makz himself familiar
with and at all times shall observe and comply wich alI Federal, State, and Local laws,
ordinances and regulations which in any manner affect the conduct of the work, and
n shall indemnify and save harmless the Owner, the TWDB, and their representatives
�,�,� against any claim arising from violation of any such law, ordinance or regulation by
himself or by his subcontractor or his employees.
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� HAZARDOUS MATERIALS.
� Materials utilized in the project shall be free of any hazardous materials, except as may
be specifically provided for in the specifications.
0 If the Contractor encounters existing material on sites owned or controlled by the
Owner or in material sources that are suspected by visual observation or smell to
contain hazardous materials, the Contractor shall immediately notify the Engineer and
athe Owner. The Owner wilI be responsible for the testmg for and removal or
disposition of hazardous materials on sites owned or controlled by the Owner. The
Owner may suspend the work, wholly or in part during the�testing, removal or
adisposition of hazardous materials on sites owned or controlled by the Owner.
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EQUAL EMPLOYMENT OPPO�ZTUNITY.
'4 �
During thc performancc of this contract, the Contractor a�rees as follows:
(1) The Contractor will not discriminate against any employcc or applicant for
cmployment because of race, color, religion, sex, age, handicap, or national origin.
The Contractor will tako affirmative action to ensurc tfiat applicants arc cmpIoyed,
and that cmployees are trcatcd during cmployment without regard to their rac�,
color, religion, sex, age, handicap, or nationaI origin. Such action shall include,
but not bc Iimited to thc folIowing: Employment, upgrading, demotion, or
transfer, rccruitment or recruitment advertising; layoff or termination; rates of pay
or other forms of compensation; and selection for trainin�, including
apprenticeship. The Contractor agrees to post in conspicuous places, available to
employecs and applicants for employmcnt, notices to be provided setting forth the
provisions of this nondiscrimination clause.
(2) The Contractor will, in aIl solicitations or advertisements for employces placed by
.. or on behalf of the Contractor, state that all qualified applicants will receive
- considcrations for employment without regard to race, color, religion, sex, age,
� handicap, or national origin. ,
(3) The Contractor will send to each labor union or representative of workers with
which he has a collective barga.ining agreement or other contract or understanding,
a notice to bc provided advising thc said labor union or workers' representatives of
the Contractor's commitments under this section, and shall post copies of the
notice in conspicuous places available to employees and applicants for
� employment. _
(4) The Contractor will comply with all provisions of Executive Ordcr 11246 of
September 24, 1965, the Age Discrimination in Employment Act of I967,29
U.S.C.A. 621 (198�, Executive Order I2250 of November 2, I980, the
Rehabilitation Act of 1973, 29 U.S.C.A. 70I et seq. (1985), and of the rules,
regulations, and rele�ant orders of the Seeretary of Labor.
(5) The Contractor will furnish all information and reports required by Executive
Order 11246 of Septembcr 24, 1965, and by ruIes, regulations, and orders of the
Secretary of Labor, or pursuant thereto, and will pernzit access to hi,s books,
records, and accounts by the admirustering agency and the Secretary of Labor for
purposcs of investigation to asccrtain compliance with such rules, regulations, and
orders.
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(6) In the cvcnt of tht Contractor's noncompliance with the nondiscrimination clauscs
of this contract or with any of the said rules, rcgulations, or orders, this contract
may be canccicd, terminated, or suspended in whole or in part and the Contractor
may be declared ineIigible for further Government Ecmtracts or fedcraIly assisted
construction contracts in accordancc with procedures authorized in Executive
Order 11246 of Scptember 24, 1965, and such other sanctions may be imposcd
and remedics invoked as provided in Executive Order 11246 of September 24,
1965, or by rulc, rcgulation, or order of thc Sccretary of Labor, or as otherwise
provided by Iaw.
(7) The Contractor will include the portion of the sentence unmediately prcccding
paragraph 1. and the provisions of paragraphs 1. through 7. in every subcontract
or purchase order unless cxemptcd by rules, regulations, or ordcrs of the Secretary
of Labor issued pursuant to section 204 of Exccutive Order 11246 of September
24, 1965, so that such provisions will be binding upon cach subcontractor or
vcndor. The Contractor will take such action with respect to any subcontract or
purchase order as the administering agency may direct as a means of enforcing
such provisions, including sanctions for noncompliance: PROVIDED,
HOWEVER, That in the event a Contractor becomes involved in, or is threatened
with, litigation with a subcontractor or vendor as a result of such direction by thc
administering agency the Contractor may request the United States to entcr into
such litigation to protect the interest of the United States.
(8) The Contractor will comply with Executive Order 11246 based on its
implementation of the Equal Opportunity Clause, specific affirmative action
obligations required by the Standard Federal Equal Employment Opportunity
Construction Contract Specifications, as set forth in 4I CFR Part 60-4 and its
efforts to meet the goals established for the geographical area where the Contract
is to be performcd. The hours of minority and female employment and training
must be substantially uniform throughout thc length of the Contract, and in each
trade, and the Contractor shall make a good faith effort to employ minorities and
women evcnly on each of its projects. The vansfer of�minority or female
employees or trainees from Contractor to Contractor or from project to pr.oject for
the sole purpose of ineeting the Contractor's goals shall be a violation of the
Contract, the Executive Order, and the rcgulations in 41 CFR Part 60-4. The
goals are expressed as percentages of the total hours of employment and traiiung
of minority and female utilization the Contractor should reasonably be able to
achieve in each construction trade in which it has cmployees in the covered area.
Goals are published periodically in the Federal Re�ister in notice form, and such
notices may bc obtained from any office of federal contract compliances programs
office or from federal procurement convacting officers (512)
229-5835. The Contractor is expected to makc substantially uniform progress
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toward its goal in cach craft during the period spccified.
Whenevcr the Contractor, or any subcontractor at any tier, subcontracts a portion
of the work involving any construction trade, it shaIl physically include in each
subcontract in execss of $10,000 the provisions o�-these specifications and the
notice which contains the applicable goals set for inu�ority and female participation
and which is set forth in the soiicitations from which this contract resulted.
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(:10'/93)
SITE CERTIFICATE
This is to certify that the
(Legal Name of Applicant, i.e., Ciry, District, etc.)
has now acquired, taken bona fide options on, or initiated formal condemnation proceedings
against all property (sites, easements, rights-of-way, or specific use permits) necessary for
construction, operation and maintenance of wastewater facilities
described as
(Propascd Contract No. and Descripaon)
in accordance with plans and specifications approved by the Texas Water Development Board.
Any deeds or documents required to be recorded to protect the title(s) held by
(I.egal Name of Applicanc)
have been recorded or filed for record wherever necessary.
In the event of conflicts with existing underground utilities or preserve unknown cultural or
historic resources, tlie
(Name of Applicanc) �
has the right of eminent domain and wiIl take condemnation action, if necessary, to acquue any
sites, easements or rights-of-way which may be required to change the location of any of the
facilities described above; and upon acquisition of the rights-of-way and recording of
documents, will submit another site certificate to that effect. �
EXECUTED this
day of
,19
(Signa[ure)
(Tide)
NOTE: This certificate MUST BE EXECUTED BY AN ATTORNEY OR AN
A.BSTR.ACTOR=qualified to evaluate the Applicant's interest i.a the site and
make such a determination.
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S.R.F.
1- The Contractor shall complete the two attached Texas Water
Development Board forms at time of conh-act execution.
2- The Contractor shall submit along with the by-monthly payroll
certification the� attached form SRF-74, Certification By Contractor for
Labor Standard Compliance
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COi�'TR�CTOR'S ACT OF ASSUR��CE
ST;�TE OF TEXAS
COUNTY OF TARRArIT
BEFORE ME, ROBIN LOVETT , a Notary Public duly commissioned and quaIified
in and for the County of TARFtAN'T in the State of Texas came and appeared
HALL-ALBERT CONSTRUCTION CO3 as represented by PHILLIP STEPHEL�ISON ��e
corporation's PRESIDENT , who declares he/she is authorized to
represent HALL-ALBERT CONSTRUCTION C0. pursuant to provisions of a resolution
adopted by said corporacion on the 19TH day of APRIL , 19 99
(a duIy certified copy of such resolution is attached to and is hereby made a part of this
document}.
PHILLIP STEPHEI�ISON , as [he representative of �-��T CONSTItUCTION C0.
deciares that HALL-ALBERT CONSTRUCTION C0. assures che Texas Water Deve:opment
Board that it will construct MAIN 207R project at FT. WORTH , Texas,
in accordance with sound conscruction practice, aIl laws of the State of Texas, and the rules
of the Texas Water DeveIvpment Board IF DR.AWIV AND SPECIFIED CORREC'IZY BY T�iE
ENGINEER. �
GIVE�I LZV�ER MY Fi-�r� and seal of office chis � I day of � ,
, �
199� A.D. -
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ROBIN LOVETT
Prmced tiame
� Nfy Commission expires 6-1-2002
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RESOLUTION ADOPTED BY
UNAIVIMOUS WRITTEN CONSENT OF THE
BOARD OF DIRECTORS
OF
HALL-ALBERT CONSTRUCTION COMPANY
We, Hall-Albert Construction Company, Phillip Stephenson, Michael F. Hall, Janet H.
Stephenson and Dennis W. Hall, as members of the Board of Directors of Hall-Albert
Construction Company, a corporation organized under the TEXAS BUSINESS
CORPORATION ACT, being all the members of such Board as presently constituted, do
by this writing consent to take the following actions and adopt the following resolutions:
IT IS RESOLVED, that Phillip Stephenson, President; Michael F. Hall, Vice
President; Dennis W. Hall, Vice-President; or Janet Stephenson, Secretary/Treasurer have
the authority to enter into contracts on behalf of Hall-Albert Construction Company.
We direct that this consent be filed with the minutes of the proceedings of the Board of
Directors of the Corporation.
This consent is executed pursuant to Article 9.10(B) of the TEXAS BUSINESS
CORPOR.ATION ACT and Paragraph 3.10 of the Bylaws of this Corporation, which
authorize the taking of action by the Boazd of Directors by unanimous written consent
without a meeting. n
EXECUTED ON April 19, 1999.
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PHILL�IP STEP'�iENSON, President
/' / ���.�%� f
MICHAEL F. HALL, Vice President
! �
S W. HALL, ice President
'%1C� ,c..�.t. � )
J�1ET STEPHENS N,vSec/Treas.
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� Ce�rtification by Contrac�or
�� of
I,abor Standards Compliance
In accordancc with Title 29, Subtitle A, Part 5, Scction 5.6(A)(I), each monthly cnginccring cstimate
must b� accompanied by the following certificate e�c�cuted by each prime contractor employing
mcchanics and laborers at the work site in wtiich tho fcderal government is to participate:
Estimatc I�iumber.
Name of Pro ject
Contract Numbes
for period
Date
to
Location
Date Contraci Awardcd
State Rcvolving Fund Loan Number
. I hcreby certify that aIl of the contract r�quirements as specificd under the labor standards have been
��� complicd with by: �
" as principal contractor and by cach subcontractor
M.� orc����
employing mechanics or Iaborers at the site of tIie work, or there is a substantial dispute with respect to
the required provisions.� � .
Namc of Contractor/Subcontracior
Signature �nd Title
Notes:
1• This certification may be pIaced on the estimate or on a scparate shect attached to the
cstimatc. "
z• The Te�as Water Devclopment Board shall, prior to approving a voucher, satisfy itself that
copies of these ccrtificatcs arc on file with the owncr.
0
City of For�t Worth, Texas
�1✓I�Ayar And Caunc�( Cammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
8�� 7�99 **C-17590 30CURTIS 1 of 3
SUBJECT AWARD OF CONTRACT TO �iALL-ALBERT CONSTRUC ION COMPANY FOR MAIN
207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNITS 1 AND 2
RECOMMF�IDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Hall-
Albert Construction Company in the amount of $530,778.25 for Main 207R Drainage Area Sanitary
Sewer System Rehabilitation and Improvements (Group 5, Contract 3) Part 6, Units 1 and 2.
DISCUSSION:
On March 17, 1998 (M&C C-16677), the City Council authorized the City Manager to execute an
engineering agreement with Wendy Lopez & Associates, Inc. to prepare plans and specifications for the
reduction of inflow/infiltration in the sanitary sewer main M-207 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 I project consists primarily of the following sanitary sewer mains and laterals:
• Main 208 beginning from the intersection of Curtis Drive and U.S. Highway 180 northerly
approximately 1,400 linear feet.
• Main 208, laterals 6971 and 7419 located on U.S. Highway 180 from Karen Street easterly an
approximate distance of 1,500 linear feet to Reagan Drive.
The project consists primarily of the replacement of approximately 2,900 linear feet of primarily 8-inch
sewer pipe. The project is located in COUNCIL DISTRICT 3, Mapsco 73 Q and R.
The Unit 2 project consists primarily of the following sanitary sewer laterals:
Laterals 4374 and 4375 beginning from the intersection of Alta Mere Drive and U.S. Highway
180 northerly approximately 2,200 linear feet.
• Laterals 4368 and 4369 from the intersection of Calmont Avenue and Coronado Drive easterly
to Bonnie Drive, then southerly along Bonnie Drive an approximate distance of 700 linear feet.
This project consists primarily of the replacement of approximately 3,600 linear feet of primarily 8-inch
sewer pipe. The project is located in COUNCIL DISTRICT 3, Mapsco 73M and 74 J and N.
The project was advertised for bid on May 27 and June 3, 1999. On July 8, 1999, the following bids
were received:
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City of Fort Worth, Texas
�� A ar And �unc�l ammun�cAt�an
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DATE REFERENCE NUMBER LOG NAME PAGE
$�� 7�99 **C-17590 I 30CURTIS 2 of 3
SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTION COMPANY FOR MAIN
207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNITS 1 AND 2
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AMOUNT
TIME OF COMPL_ETION
�Albert Construction. Com�anv
Cleburne Utility Construction, Inc.
Stocker Enterprises, Inc.
Southland Contracting, Inc.
Texas-Sterling Construction, Inc.
Whizcon Utilities, Inc.
J&R Fish Construction, Inc.
Burleson Utilities, Inc..
�250.557.�
299,169.00
328,803.00
333,636.00
412,062.80
414,289.00
421, 716.00
499,337.40
90 Calendar Days
UNIT 2:
:
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AMOUNT
TIME OF COMPLETION
�Albert Construction. Comnanv
Nadezda Construction, Inc.
Southland Contracting, Inc.
Texas-Sterling Construction, Inc.
Whizcon Utilities, Inc.
J& R Fish Construction, Inc.
�280,221.00
357,897.00
371,938.80
423,234.30
442,517.00
461,478.00
90 Calendar Days
Since Hall-Albert 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 90 calendar days to complete
construction of both units as stipulated in the project contract documents.
In addition to the contract cost, $38,000.00 (Unit 1: $18,000.00, and Unit 2: $20,000.00) is r,equired for
inspection and survey and $22,000.00 (Unit 1: $13,000.00 and Unit 2: $9,000.00) is required for project
contingencies.
Hall-Albert Construction Company is in compliance with the City's M/WBE Ordinance by committing to
18% M/V11BE participation on Unit 1, and 14% M/VVBE participation on Unit 2. The City's goal on f`his
project is 18% for Unit 1, and 14% for Unit 2.
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�� . City of Fort Wor�th, Texas
�i✓I�Ar�or And C,aunc�l C,ammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
$�� 7�99 **C-175�0 30CURTIS 3 of 3
SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCT ON COMPANY FOR MAIN
207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, 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:
Mike Groomer 6140
Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
I FUND I ACCOUNT I CENTER
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A. Douglas Rademaker 6157 I
AMOUNT
541200 070420416790 $250,557.25
541200 070420416800 $280,221.00
C�] Y 11`L.�xi1.��]I7`�`I
� APPROVED
CITY COUNCl�.
nUG 17 1999
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City Secretary of the
City ot Fort Wor4h, Texas