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SPECIFICATIONS �ITY SECRETARY �
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CONTRACT DOCUMENTS
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SEWER PROJECT: PS58-070580174670
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MAIN M-7 DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 7
Unit 3 �OE No. I A94 L-369, L-369A, L-376, L-�89, L-891
IN
THE CITY OF FORT WORTH, TEXAS
1999
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Hugo A.'_vlalanga, P.E. A. Douglas Rademaker, P.E.
Director Director
Transportation & Public Works Department of Engineering
L.C. Bradley, Jr. P.E.
Director
Water Department
PFcEPARED BY
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DUNAWAY ASSOCIATES, iNC.
ENGINEERS � PLANNERS � SURVEYORS
1501 Merrimac Circle, Suite 100
Fort Worth, Texas 76107-6572
Phone 817.335.1121 Fax 81?.335.7437 Metro 817.429.2135
Dr1I No. 9702100
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Secretary of State
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FILED
ARTICLES OF INCORPOR.ATION °n the �ffice of the
Secretar�� ofi State of Texas
OF
FU-TECHN INC.
�iAN 11 1999
. �;orpor�tioris Sectior
I, the undersigned natural person of the age of eighteen
years or more, acting as incorporator of a corporation under
the Texas Business Corporation Act, do hereby adopt the
following Articles of Incorporation for such corporation.
ARTICLE ONE
The name of the corporation shall be:
FU-TECHN INC.
ARTICLE TWO
The period of its duration shall be perpetual.
ARTICLE THREE
The purposes for which the corporation is organized are
the transaction of any or all lawful business for which
corporations may be incorporated under the Texas Business
Corporation Act.
ARTICLE FOUR
The aggregate number of shares which this corporation
shall have the authority to issue is:
One Thousand (1,000) Shares At $1.00 Par Value
ARTICLE FIVE
The corporation will not commence business until it has
received for the issuance of its shares consideration of the
value of One Thousand Dollars ($1,000.00) consisting of money,
labor done or property actually received.
ARTICLE SIX
The post office address of its initial registered office
is: 800 Brazos, Austin, TX, 78701 and the name of the
registered agent at such address is: Corporation Service
Company d/b/a CSC-Lawyers Incorporating Service Company.
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ARTICLE SEVEN
The number of directors constituting the initial board
of directors is two (2), and the names and address'es of the
persons who are to serve as directors until the first annual
meeting of shareholders or until their successors are elected
and qualify are:
NAME ADDRESS
John Espinoza 2220 Loving Avenue, Fort Worth, Tx
76106
German Ramirez 1241 North Knowels, Fort Worth, Tx
76179
ARTICLE EIGHT �
The name and address of the incorporator is:
NAME
ADDRESS
Annjeannette�Baechle Corporation Service Company
800 Brazos
Austin, TX 78701-2507
IN WITNESS WHEREOF, I have hereunto set my hand and seal
this 11th day of January, A.D., 1999.
C c����`�.���.
��-= Incorporator
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January 11, 1999
Re: FU-TECHN INC.
Thank you for selecting The Company Corporation to assist
you in forming your new corporation. We are enclosing the
following items as indicated below:
XX Filed Certificate of Incorporation.
If we are acting as your Registered Agent, your fee to TCC
for this service has been paid for the first year. You will be
receiving an invoice for the registered agent services on an
annual basis.
Regulations and laws on how a corporation can legally
operate vary from state to state. Compliance with your state's
corporation act is essential in maintaining your company's good
standing.
We appreciate your business and wish your new corporate
venture much success!
Montanez Reed
Incorporation Specialist
** Call us today to learn about all of the time and money-saving
benefits of E.A.R.N., our group discount program for small
businesses. (www.earn.com)
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** Please review your documents for accuracy and notify us of
any errors within 30 days. We cannot be responsible for any
changes after this period.
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TABLE OF CONTENTS
D PART A
NOTICE TO BIDDERS
COMPREHENSIVE NOTICE TO BIDDERS
� SPECIAL INSTRUCTIONS TO BIDDERS
PART B
UNIT 1
� MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT
D iJNIT 2
MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT
D iTNIT 3
MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS _
PROPOSAL
D CITY APPROVED PRODUCT AND METHOD
BID SUMMARY
PART C
DGENERAL CONDITIONS
PAR,T C1
� SUPPLEMENTARY CONDITIONS TO PART C
PART D
SPECIAL CONDITIONS
DPAR,T DA
ADDITIONAL SPECIAL CONDITIONS
� PAR,T E
SECTION E SPECIFICATIONS
SECTION E100 - MATERIAL SPECIFICATIONS
DPART F
CERTIFICATE OF INSURANCE
� CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW
VENDER COMPLIANCE TO STATE LAW
EXPERIENCE RECORD
� EQUIPMENT SCHEDULE
PERFORMANCE BOND
PAYMENT BOND
MAINTENANCE BOND
DPART G
CONTRACT
� APPENDIX A
DETAILS
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DAPPENDIX B
EASEMENT DOCUMENTS
� TEMPORARY RIGHT-OF-ENTRY AGREEMENT
APPENDIX C- STATE REVOLVING FUND (SRF) REQUIR.EMENTS
� TWDB CONTRACT CONDITIONS
S.R.F.
CONTRACTOR'S ACT OF ASSURANCE
CONTRACTOR'S ACT OF ASSURANCE RESOLUTION
aAPPENDIX D
TxDOT PERMIT
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9702100 Specs_M7.wpd 11
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PAR,T A
NOTICE TO BIDDERS
COMPREHENSIVE NOTICE TO BIDDERS
SPECIAL INSTRUCTIONS TO BIDDERS
9702100_Specs_M7.wpd
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Sealed Proposals for the following:
NOTICE TO BIDDERS
FOR: MAIN M-7 DRAINAGE AREA
SAI�iITARY SEWER SYSTEM REHABILITATION AND IIvIPROVEMENTS
(GROUP 4, CONTRACT 2), PART 7
SEWER PROJECT NO. PS 58-070580174670
iJNIT 1 L-771, L-4442, M-7, M-98
(DOE No. 1732) 20 EA Manholes
3,299 LF 8-inch sewer by open cut
220 LF 10-inch sewer by open cut
30 LF 12-inch sewer by open cut
500 LF 18-inch sewer by open cut
447 LF 21-inch sewer by open cut
50 LF 21-inch sewer rehab by other than open cut
460 LF 24-inch sewer by open cut
UNIT 2 L-330, L-331, L-334, L-337, L-338, L-339, L-384, L-373'1
(DOE No. 1893) 21 EA Manholes
5,954 LF 8-inch sewer by open cut
IJNIT 3 L-369, L-369A, L-376, L-589, L-891
(DOE No. 1894) 16 EA Manholes
2,255 LF 8-inch sewer by open cut
621 LF 6 to 8-inch sewer by enlargement
20 LF 8-inch sewer rehab by other than open cut
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., June 3, 1999 , and then publicly opened and read aloud at 2:00 p.m., in the Council Chambers.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of
Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and
documents will be provided for a deposit of 50.00. These documents contain additional information for prospective
bidders.
Bidders are encouraged to review the project plans and specifications prior to the pre-bid conference and be prepared
to actively participate in the conference. All bidders' questions will be answered at thee pre-bid conference.
For additional information, please contact Mr Brian Darby, P.E. at (817) 335-1121, or Mr. Rakesh Chaubey, P.E. at
(817) 332-5474.
Advertising Dates:
DMav 6. 1999
�v 13.; 1999
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COMPREHENSIVE NOTICE TO BIDDERS
Sealed Proposals for the following:
FOR: MAIN M-7 DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IIvIPROVEMENTS
(GROUP 4, CONTRACT 2), PART 7
SEWER PROJECT NO. PS 58-070580174670 �
UNIT 1 (DOE No. 1732) L-771, L-4442, M-7, M-98
LJNIT 2 (DOE No. 1893) L-330, L-331, L-334, L-337, L-338, L-339, L-384, L-3737
LTNIT 3 (DOE No. 1894) L-369, L-369A, L-376, L-589, L-891
Addressed to Mr. Bob Ternell, City Mar�ager of the City of Fort Worth, Texas, will be received at the Purchasing �ce
unti11:30 p.m.. June 3, 1999 . and then publicly opened and read aloud at 2:00 p.m. Plans, Specifications and Contract
Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building,
1000 Throclanorton Strcet, Fort Worth, Te�s. A f� dollar ( 50.00) deposit is required for the first set of documents
and additional sets may be purchased on a non-refundable basis for fi� dollars ( 50 00 per set. These documents
contain additional information for prospective bidders.
All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of
Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City
Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in
employment practices.
Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders.
The major work on the above-referenced project shall consist of the following:
iTNIT 1 L-771, L-4442, M-7, M-98
(DOE No. 1732) 20 EA Manholes
3,299 LF 8-inch sewer by open cut
220 LF 10-inch sewer by open cut
30 LF 12-inch sewer by open cut
500 LF 18-inch sewer by open cut
447 LF 21-inch sewer by open cut
50 LF 21-inch sewer rehab by other than open cut
460 LF 24-inch sewer by open cut
UNIT 2 L-330, L-331, L-334, L-337, L-338, L-339, L-384, L-3737
(DOE No. 1893) 21 EA Manholes
5,954 LF 8-inch sewer by open cut
IJNIT 3 L-369, L-369A, L-376, L-589, L-891
(DOE No. 1894) 16 EA Manholes
2,255 LF 8-inch sewer by open cut
621 LF 6 to 8-inch sewer by enlargement
20 LF 8-inch sewer rehab by other than open cut
Included in the abave will be all other miscellaneous items of construction as outlined in the Plans and Specifications.
9702100_Spe� M7.wpd A-2
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The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Bidders shall not separate,
detach, or remave any portion, segment, or sheets from the contract document at any time. Bidders must complete the
proposal sections and submit the complete specifications book or face rejection of the bid as non-responsive.
AWARD OF CONTRACT: No bid may be withdrawn until the expiration of forty-nine (49) days from the date the
M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM
("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine
(49) days after this documentation is received, but in no case will the award be made until all the necessary
investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract.
Bidders are responsible for obtaining all addenda to the wntract documents prior to the receipt time and acknowledging
them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the
Department of Engineering at (817) 871-7910. Bids that do not acknowledge all applicable addenda may be rejected
as non-responsive.
SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is designed as three (3) separate
D contract documents and shall not be construed as being a single contract. The proposal sections are provided as three
(3) individual proposals with three (3) individual M/WBE specifications and are arranged in units 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
D single set of wntract documents consisting of all applicable units will be created and one single award of contract shall
be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit.
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Construction time on all units will run concurrently. For situations involving approved contracts with multiple units,
the total allowable construction completion time period for all the units shall be the same as the unit with the longest
construction time period.
In accordance with the City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation
of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be
obtained from the Office of the City Secretary. The bidder shall submit the M/WBE LTTILIZATION FORM, PRIME
CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation"), as appropriate.
The Documentation must be received by the contracting department no later than 5:00 p.m., five (5) City business days
after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting
departinent to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the
City.
Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a loan from the
Te.ras 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 or contracts are subject to
regulations contained in 31 TAC, Chapter 363, in effect on the date this contract is executed.
9702100_Specs_M7.wpd A-3
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For additional information concerning this project, please contact Mr. Brian Darby, P.E., at (817) 335-1121, or Mr.
Rakesh Chaubey, P.E., at (817) 332-5474.
BOB TERRELL GLORIA PEARSON
CITY MANAGER CITY SECRETARY
ADVERTISING DATES:
Mav 6. 1999
Mav 13.1999
DEPARTMENT OF ENGINEERING
DOUGLAS A. RADEMAKER, P.E D CTOR
By: 1 �� � " � D ti �
,� (' Rick Trice, P.E.
Manager, Consulting Services
9702100_Specs_M7.wpd A-4
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SPECIAL INSTRUCTIONS TO BIDDERS
(WATER DEPAR,TMENT)
1. PRE-OUALIFICATION REOLJIREMENT: All contractors submitting bids are required to be
pre-qualified by the Forth Worth Water Department prior to submitting bids. This pre-
quali�cation 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.
(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
n appropriate State licensing agency and shall have been so prepared as to reflect the
financial status of the submitting company. This statement must be current and not
more 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)
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(d)
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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.
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.
Bids received in excess of the bid limit shall be considered non-responsive and will be
rejected as such.
The City, in its sole discretion, may reject any bid for failure to demonstrate experience
and/or expertise.
Any proposals submitted by a non-pre-qualified 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 pre-qualification.
2. BID SECUR,ITY: A cashier's check or acceptable bidder's bond payable to the City of Fort
Worth in an amount of 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 (10) days after the contract has been
awarded. To be an acceptable surety o the bond, (lj the name of the surety shall be included on
the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times
the limit of the bond. The surety must be licensed to do business in the State of Texas. The
amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (]/10)
the total capital and surplus.
9702100 Specs M7.wpd A-5
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D 4.
a 5.
a 6.
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.
WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth,
Texas, and set forth in the Contract Documents must be paid on this project.
AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal the
City reserves the right to adopt the most advantageous construction thereof to the City or to
reject the Proposal.
BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONR,ESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City
� of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid
is lower than the lowest bid submitted by a responsible Texas resident bidder by the same
amount that a Texas resident bidder would be required to underbid a nonresident bidder to
� obtain a comparable contract in the State in which the nonresident's principal place of business
is located.
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"Nonresident bidder" means a bidder whose principal place of business in 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 this 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.
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. 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, agents,
employees, program participants or subcontractors while engaged in performing this contract,
shall, in connection with the employment, advancement or discharge of employees in connection
with the terms, conditions or privileges of their employment, discriminate against persons
because of their age except on the basis of a bona fide occupational qualification, retirement
plan, or statutory requirement.
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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.
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
9702100 Specs_M7.wpd +�-6
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D 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 subcontractors. Contractor warrants it will fully comply
D with the ADFA's provisions and any other applicable Federal, State and local laws concerning
disability and will defend, indemnify and hold City harmless against any claims or allegations
asserted by third parties or subcontractors against City arising out of contractor's and/or its
� subcontractors; alleged failure to comply with the above referenced Policy concerning age
discrimination in the performance of this agreement.
11. MINORITY AND WOMEN BUSINESS 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 the Ordinance
can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE
� UTILIZATION FORM, PRIME CONTRACTOR WANER FORM and/or the GOOD FAITH
EFFORT FORM ("Documentation") as appropriate. The documentation must be received no
later that 5:00 PM, five (5) City business days after the bid opening date. The bidder shall
D obtain a receipt from the appropriate employee of the managing department to whom delivery
was made. Such receipt shall be evidence that the documentation was received by the City.
Failure to comply sha11 render the bid non-responsive.
D Upon request, Contractor agrees to provide the Owner complete and accurate information
regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women
Business Enterprise (WBE) on the contract and payment thereo£ Contractor further agrees to
� permit any audit and/or examination of any books, records or files in its possession that will
substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts
(other than a negligent misrepresentation) and/or 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
D result in the Contractor being determined to be irresponsible and barred from participating in
City work for a period of time of not less than three (3) years.
� Revised 9/24/97
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9702100 Specs_M7.wpd
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U1vIT 1
� MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT
� iJNIT 2
MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
� CITY APPROVED PRODUCT
iJNIT 3
MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS
� PROPOSAL
CITY APPROVED PRODUCT AND METHOD
BID SUMMARY
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NOTE
D M/WBE goals are different for Units 1 through 3. Individual
M/WBE documentation must be completed with the proposal for
each unit.
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D9702100 Specs_M7.wpd
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. A7TACHMENT 1A
� • Page 1 of 2
city ot Fort wortn oEPT o�
Minority and Women gusiness Enterprise���i�i���q���,�I •
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M�BE/WBE UTILlZATIOf�I�g ��� 17 P(� `f 52
Fu Techn, Inc.
�IME COMPANY NAME
[ n M—'J� Pari- 7 Tlraina�,p Arpa Sanitary
OJECTNAMES2W2r rehabilitation & Impr.
BID DATE
P�_5807�58n17467(1
PROJECT NUMBER
�TY'S MM'BF: 1'ROJFCI' CbAL: Y�� I I M/Wf3E PERCENTACE ACNIEVED: ,
Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department
t�or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid
ing considered non-responsive to bid specifications.
�undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this
edule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualificatiq�n and will result in the bid being considered
n-responsive to specifications. I
Company Name, Contact Name, Certified Specify All Contracting � S'pecify All Items to be � � Dollar Amount
Address, and Telephone No. � _ Scope of Work (`} � Supplied(`) ,�,;
� � oo I ad
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R. I. S.. & Assoc.iate€ X
00 Mt.Vernon Dr.
Richardson, TX 75081
�` au1 Ibarra or�Gilbert
,e,z..--�a,-�� X
. ..�p . �q�.��...�t_,._._...._._...__.
ort Worth, TX 76119
��7-531-2930 ���
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TV Inspection
�ipe Cleaning
$4827.15
Hauling Off
�and/Rock
$8350.00
Cen-Tex Seeding, I
- _ .__�_._ . �
..._...3.3-12-:_Jo�ce D�-.-•. 2124.00
..w_�'..Sax.t_bTQ.�th,_...TX..�_7.b1.1� H dromulch �
Ga.yle__Juras,chek__._ ..r..___ ___ �__
S�dding
,.�__._
�;MIWBEs must be located in the 9(nine) countV marketplace or currentty doing busines in the marketplace at the time of bid.
-��'Specify all areas in which MWBE's are to be utilized and/or items to be supplied: )
') A complete listing of items to be supplied is required in order to receive credit toward the M1WBE goal.
'�dentify each Tier levet. Tier: Means the tevel of subcontracting belo�l the prime contractorlconsultant, i.e., a direct payment
from the prime contractor to a subcontractot is considered 1" tier, a payme�t 6y a subcontractor to
its supplier is considered 2n° tier. I
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THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00f� .m., FIVE (5) CITY BUSINESS DAYS AFTER BID
a OPENING, EXCLUSNE OF THE BID OPENJING DATE
Rev. 612/98
Pages 1 and 2 of Attachment 1A must be received bv the Manaaina De❑artmPr,t
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Cit��y of Fort Worth
Minority and Women 6usiness Enterprise Specifications
MBE/WBE UTILIZATION
Company Nam.e, Contact Name, Certified Specify All �ontracting , Specify,All Items::to be
Address, and Telephone No. � Scope of Vflork (*) Supplied(*) ,�,,
U o o � �'
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.,�.:�Ei.3..2....E.M 4 � R X
aAubrey_, TX 76227
�...._�£.f...»„GwU.�kxLa r h t.
��� t� �,c�n�tri��ti ni
1316 W. Dickson
Fort Worth, TX 76110 X
_. .
� �- L,u,p�-._...1�.�•�ecl�.o . .
Manholes
Concrete
ATTACHMENT 1A
Page 2 of 2
Dollar Amount
$10150.00
�`.�,�.•�'0�
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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 (3j 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 BEs and WBEs MUST BE CERTIFIED BY THE CI�'Y BEFORE CONTRACT AWARD
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� A orized Signatur Printed Signature
President Same
� Title
Fu Techn, Inc.
Contact Name and Title (if different)
(817) 624-7814
Company Name , Telephone Number (s
3904 Ohio Garden Rd. (817) 624—'7�14
aAddress Fax Number
Fort Worth, Texas 76114 6/17/99
� City/State/Zip Code Date
� 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
a Rev. 6/2/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
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� Ciyt of Fort Worth • "
Minority and Women Business Enterprise Sp�iRTc��ions
�NClNE��ilVG/C Fr'�
O MBEIWBE UTILIZATIO �9 JUN 17 P
,
Fu Techn, Inc. � � 52
n �PRIME COMPANY NAME
E�Main M-7R Part. '] 7lrainaqP Ara� Ganit.ary
L� PROJECTNAME52W2Y' rehabilitation & Impr.
� I CITY'S M/WBE PROJECT COAL: ' YES
BID DATE
p�_5sn�o�8o��46�0
PROJECT NUMBER
I I A1/WBE PERCENTAGE ACHIEVED:
Failure to complete this form, in its entirety with supporting documentation, and received by the Managing 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 forma� agreement with the MBE and/or WBE firms for work listed in this
� schedule, conditioned upon execution 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 specifications.
� Company Name, Contact Name,
Address, and Telephone No.
C
Certified
� po
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� ,..C.���,.�..�._5.,�..& ,.�,��SQ�..�.�t.� X
900 Mt..Vernon Dr.
RicYiardson, �TX 75081�
� 'i�`"`au�: i�arr`a'"�o`r`�'Uilbe'r`t
' X
a4700�...�.�,w�?� St._
Fort Worth, TX 76119
� 1 `7 — �� 3�1— 2 � 3.�.. �"...___� _.. __ ._._.
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Specify All Contracting
Scope of Work (*)
TV Inspection
Hauling Off
Specify All Items to be
Supplied(") ,�,;
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Pipe Cleaning
Sand/Rock
ATTACHMENT 1A
y Page 1 of 2
Dollar Amount
$4827.15
$8350.00
Cen—Tex Seeding; �
�.�....�..:3.3.i�,2.:����.�.�.-4.�-.....�_�_�. a,.
Hydromulch $2124.00
�_...,..��� YaT 11 � So dd i ng
_ Ga�le Juraschek „_,_
M/WBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid.
(') Specify all areas in which MWBE's are to be utilized and�or items to be supplied:
(') A complete listing of items to be supplied is required in rder to receive credit toward the M/WBE goal.
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("') Identify each Tier level. Tier: Means t e level of subcontracting below the prime contractorlconsultant, i.e., a direct payment
from the pri e contractor to a subcontractor is considered 1" tier, a payment by a subcontractor to
its supplier i considered 2"" tier.
THIS FORM MUST BE RECEIVEO BY THE MANAG NG DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, E);CLUSIVE OF THE BID OPENING DATE
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
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Rev. 6/2198
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' ATTACHMENT 1
Page 2 of
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Cit��y of Fort Worth
Minoriiy and Women Business Enterprise Specifications
MBENVBE UTILIZAT(ON
Company Name, Contact Name, Certified Specify All Contracting Speciiy All Items to be
Address, and Te4ephone No. � . Scope of Work (*) Suppliedt"? ;� «
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•---�-'-�'-� -�s3�i�3£'-u- X
�( �? FM �
Aubrey� TX 76227 _
�� r»tknP�'ht
i�afla7 ii�n__e Gnnct�i�� _i o�
1316 W. Dickson
Fort Worth, TX 76110 X
Lupe Arredor��d-4�-�.�-..�-..��-
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Texas 76114
Manholes
Dollar Amount
$10150.00
$ 93'6. 00
� The bidder further agrees to provide, directiy to the City upon request, compfete and accurate information regarding
actual work pertormed 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 substa�tiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authortzed 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 compfy with this ordinance and creates a material
breach of contract may result in a determination of an irresponsible offeror and barrecS from participating in City work
for a period of time not less than one (1) year.
� AL BEs and WBEs MUST BE CERTIFIED BY THE CI'�Y BEFORE CONTRACT AWARD
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r�L-?�r-��ogi .�^ o:
� A orized Signatur P�inted Signature
� President Same
7itle Contact Name and Titfe (if different)
Fu Techn, Inc. (817) 624-7814
� Company Name Telephone Number (s)
3904 Ohio Garden Rd. (817) 624-'7814
�Address
Fort Worth,
CitylState/2ip Code
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Concrete
Fax Number
6/17/99
Date
THIS FORA� MUST BE RECEIVED BY THE MANAGtNG DEPAR7MENT BY 5:00 p.m., F1VE (5) CITY BUSINESS DAYS AF7ER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
Rev. 6/2/98
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Mr. Bob Terrell
City Manager
Fort Worth, Texas
FOR: MAIN M-7 DRAINAGE AREA
SANITARY SEWER REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 7
SEWER PROJECT NO. PS58-070580174670
UNIT 3(DOE No. 1894) L-369, L-369A, L-376, L-589, L-891
Pursuant to the foregoing "NOTICE TO BIDDERS", the undersigned has thoroughly examined the
plans, specifications and the site, understands the amount of work to be done, and hereby proposes to
do all the work and furnish all labor, equipment and materials necessary to fully complete all the work
as provided in the plans and specifications and subject to the inspection and approval of the Director,
Department of Engineering of the City of Fort Worth.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and
furnish Performance, Maintenance Bond, and Payment Bond approved by the City of Fort Worth for
performing and completing the sewer construction work within the time stated and for the following
sum, to-wit:
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SEWER MAIN R,EPLACEMENT
� PAY APPROR
ITEM QTY iJNIT
C'�
1.
L
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3
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4.
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d n � � re � � `' � `S j-� �v � �D(�. G��
,� � � �3,
� , � Dollars
and "� Cents per LF $ s 0 �
� *, ** Contractor must complete City Approved Product & Method form on Page `Proposal3-6'.
9702100_Specs_M7 PartB Unit3.wpd Part B, Unit 3 Proposal 3-1
2,103 LF
152 LF
621 LF
PROPOSAL
DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT
PRICES WRITTEN IN WORDS PRICE BID
8" San. Sewer Pipe (All Depths)*
� / I 7 /'1 ,P_ �'l�d /.Q !/� � d
ry�-f�J"-: � }-7"P�� " L� Dollars v /� �D /O � ����
a'1 ��, ,� T�er� u-�' r�--- � c� n n-, �-�
and ,� Cen per LF �%/y < U $
8" DIP San. Sewer �e (All Depths) - J
-��� 1,/ ��9 (�Y � �'
C / � �' '��o�lars
and � � Cents er LF $
P
6" to 8" HDPE Sewer Rehab by Pipe Enlargement
Method** '
� `-GU � ��� �v
✓
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✓
_� � t% � � r pollars
�� Cents er LF �D� /! V �� � F v+ ��
and P $ $ ,
20 LF 8" Sewer Rehab by Other than Open Cut** -�
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PAY APPROR DESCRIPTION OF ITEMS WITH BID
ITEM QTY U1�iIT PRICES WRITTEN IN WORDS
5. 15 LF 4" Water me Adjustment
6.
7
8.
9.
10.
11.
12.
iTNIT AMOUNT
PRICE BID _
���� . � �Q ao
r
� `l�� � Dollars
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and � Cents per LF ►
30 LF 8" Water Line Adjustment
�� ; r �- 1Gi v� -�
and � ''�
15 LF 10" Water Line Adjustment
Dollars
Cents per LF $,�/I � V
��sata�
i '-� �
� �4.sD � �
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(� O ►r ¢ y I`� �� � 'e Dollars � �
and / �� Cents per LF $ ✓" u $ G� y� d�
15 LF 16" Water Line Adjustment �
�i i� � / �l 1� `e Dollars
�-
and '�� Cents per LF $ �� � � $ ( ( � � v
2,896 LF Trench Safety System for Trenches (Depth > 5')
� 1 0 0'�- �J / ` � 2
Dollazs �
I�. � . � �� �Tw d ��-�
and •F� ( Cents per Lr' $'"
14 EA Remove E�ustin San. Sewer Manholes �
rin�� � �r ���, o0 od a ad
n� — �`' ���
r � )/ Dollars % � �
and �_ / Cents per EA $,, /��. �� �Z� L%� v �
2 EA Abandon Existing San. Sewer Manholes �
,� i/ r I�f l.� �'l GC✓ p�il" Dollars
and � Cents per EA $ ���` O a $ 9/ DUi � v
16 EA Standard 4' Diameter SSMH (to 6' Depth)
�c r -�' -� v
� � ��o•o0 1 S zv�, a�
fi P'� I,L Dollars ✓
and � Cents per EA $ � b V li "�
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*, ** Contractor must complete City Approved Product & Method form on Page `Proposal3-6'.
9702100_Specs_M7 PartB_Unit3.wpd P�I'� B� Uillt e3 Proposal 3-2
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PAY APPftO% DESCRIPTION OF ITEMS WITFi BID UNIT
ITEM QTY UI�TIT PRICES WRITTEN IN WORDS ' PRICE
13. 8 VF 4' Diameter Extra Depth SSMH
D h p,����� `�.T�� ����`� d �
�,-o-�.-�-� � t a.
W � Cix Y-'� Dollars
and � Cents per VF $!��'/. V�
14. 16 EA Watertight Manhole Insert fo SS H
��-� rs
� Dollars �� � � �
and �'� Cents per EA $ � " " "
15. 14 EA Concrete Collars for SSMH
�� �J✓,9 fL /�lo.� �i�s �� Q A �,'O
D n o N CL /t �� Dollars
���
and � Cents per EA $
16. 13 VF SSMH Corrosion Resistant Coating
17
18.
19.
20.
.� .�i
��a° �°
� �;,�'. � v �,
f
�o�, o �
�' �. U' � `�,�
$
�j�j0`f�u D 0
���,�,� , �
$ �
TW' D fTi,�/l �"if Y�G Gf �1 r`F �/ �/ n�ollars
and � / Cents per VF $ "-' / �,� 0� $ / , � " �` � �
16 EA Vacuum Test SSMH `�
66 EA
22 EA
� A / �� �'l � '�" l� Dollars
and ` /� Cents per EA $ 6 D, o�
4" Sanitary Sewer Service Taps
. � F'U"e�l�- �� �� �' �vS
-/����� � r �� 7.�0 �
�--�`r'C�Y% �.- 1 - t V �r pollars
and ��- Cents per EA $ -�
Sewer Service Reinstatement for Pipe Enlargement
$��o.a�
�,�'��, � �
$ � �
�� V V` r I I,G�l 'T ~ Dollars
and � Cents per EA $ � �"� O � $ ' � �� O• � �
709 LF 4" Sanitary Sewer Service Lines* l
, S'� v en �r ,� � . ..,, � 2 (� ( 2,) 22. �, l �
--`� Dollars � � � J
and .�� Cents per LF $ ' $ ! �
j we � �� �v u � ..�'1 ./
� *, ** Contractor must complete City Approved Product & Method form on Page `Proposal3-6'.
9702100 Specs_M7_PartB_Unit3.wpd Part B, Unit 3 Proposal 3-3
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PAY APPROR DESCRIPTION OF ITEMS WITH BID iJrTIT AMOUNT
ITEM QTY UNIT PRICES WRITTEN IN WORDS PRICE BID
21. 1.5 TN DIP Fittings for Sewer & Water
� � �,e ��i � ws,�-.� �
�-�-� /�Gj� � � �—f/� O � � o
i(' � � p/.� v D llars f / '
and "�� Cents per TN � i $ , �
22. 5 LF Concrete Curb and Gutter Replacement
23.
24.
25.
26.
27
28.
�`- � w ► �
and
3, �d �,� q�. ��
�� r� �- Dollars �
�/ Cents per LF $ � $ �
✓
*, ** Contractor must complete City Approved Product & Method form on Page `Proposal3-6'.
9702100 Specs M7 PartB_Unit3.wpd Part B, Unit 3 Proposal 3-4
�W G' ►'� '� � �� � Dollazs
and / � Cents per LF $ 4� i� V $ l l�f ��
56 LF Permanent Asphalt Pavement Repair per Fig. 4
28 LF
24 SY
50 LF
����� 1l ` t� �/ e Dollars
and / '"�— Cents per LF $ � / / V J $ " /� v �' � �
Permanent Concrete Pavement Repair per Fig. 1 for ' J
Sewer Pipe
�`� l�i v � � ` � �' � �
, c�-.�- �J�G � �
�, � r' Dollars � � ...
and / --�� Cents per LF $ � $ I � �
Perm ent Concrete Pavement Repair per Fig. 1 J
� `h � _ q d� ��� d �J
�� � %
j �� �p V i� Dollars
��' � i�t � � JT �
and � Cents per SY $ t $ / +
6" Concrete Driveway and Sidewalk Repair l
F� � �{'" Dollars
and ���` �`�' � Cents per LF $ � D• � O $ � `/. U` `�
4 SF 4" Concrete Sidewalk Rep� �
�—�F—�" � � � C Dollars � � O � � D ' a �
and � «�� Cents per SF $ . •
2,832 LF Hydromulch Seeding
PAY APPROR DESCRIPTION OF ITEMS WITH BID iTNIT
ITEM QTY iJNIT PRICES WRITTEN IN WORDS PftICE
29. 1,269 LF Pre-Construction TV Inspection of Sanitary Sewer
Line •
/ w � Dollars
and � f� ��'l ��en�Cs per LF $� � L�
30. 2,896 LF Post-Construction TV Insp�ion of Sanitary Sewer
AMOUNT
BID
� � l �t I �
4-�
$ . i
✓
� n t� Dollars
and � W � ✓Z �" �/_ Cents per LF $ / E � � $ J � � � � D
/ �
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TOTAL AMOITNT BID iTNIT 3 - SEWER MAIN REPLACEMENT . . . . . . . . . . $ 0 �-�' , �`
`� � � ���v � �
NOTE �
Forward total to Bid Summary
*, ** Contractor must complete City Approved Product & Method form on Page `Proposal3-6'.
9702100 Specs_M7_PartB Unit3.wpd Part B, Unit 3 Proposal 3-5
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CITY APPROVED PRODUCT AND METHOD FOR * AND **
*CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED
Standard Spec No.
E 1-31
�� E1-25
E1-27
E 1-28
E100-2
Size
4" through 30"
4" through 15"
4" through 15"
18" through 27"
18" through 48"
Consult with "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 �� d f,� f�j �lm f�-�1,,� G�'!� t?
,
Name of Subcontractor if Applicable
T.R.S. System
Name of Subcontractor if Applicable
McConnell Method
Name of Subcontractor if Applicable
Expanded System
Name of Subcontractor if Applicable
Note: Only tee service connections will be allowed.
Failure to provide the information required above .may result in rejection of bid as non-
responsive.
Only products listed above will be allowed for use in this project. Any substitutions shall
result in rejection of bid as non-responsive.
9702100_Specs_M7_PartB Unit3.wpd Part B� UIllt 3 Proposal 3-6
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Within ten (10) days of notification by the City, the undersigned will execute the formal
contract and 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 $ is to become the property of the City of Fort Worth,
Texas, in the event the contract and bond or bonds are not executed and delivered within the
time above set forth as liquidated damages for the delay and additional work caused thereby.
The undersigned bidder certified that he has obtained at least one set of the General Contract
D 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.
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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 the City Ordinance No. 7400.
The Bidder agrees to begin construction within 10 calendar days after issue of the work order,
and to complete the contract within 100 calendar days after beginning construction as set
forth in the written work order to be furnished by the Owner. The work order will be issued
no later than 90 days after the award of contract.
A. The principal place of business of our company is in the State of Te�,�. s
D
D
D
B.
D
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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
statute is attached. .
Non-resident bidders in the State of . , our principal place of business, are
not required to underbid resident bidders.
The principal place of business of our company or our parent company or majority
owner is in the State of Texas.
9702100_Specs_M7_PartB Unit3.wpd Part B� UTllt e3
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Proposal 3-7
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Receipt is acknowledged of the following addenda:
Addendum No. 1 (Initials) �
Addendum No. 2 (Initials)
Addendum No. 3 (Initials)
(SEAL)
Tf Bidder is Corporation
Date: � ��i — ��
Respectfully submitted,
��,1 l � �� . ��i/G .
By: v�� ,�h Fs ,� ��n � z�
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Title: I �'+�Jr'�}G��/IT
Address: .� L �� � f� i U ���-G�"�i?.S l� �/
�v ✓�-Gv� ►��F'�i � 7��. � (o !�`f
Telephone: � � � � � � � '-- � �� �
��-� � � �-� -'Z � �`�
9702100_Specs M7_PartB Unit3.wpd
Part B, Unit 3
Proposal 3-8
BID SUMMARY
Unit 1
Unit 2
DOE No. 1732
DOE No. 1$93
L-771, L-4442, M-7, M-98
L-330, L-331, L-334, L-337, L-338,
L-339, L-384, L-3737
L-369, L-369A, L-376, L-589, L-891
$
$
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Unit 3 DOE No. 1894
$� � �6`��
9702100_Spe� M7.wpd P� B B1C1 SUT]lIY1�1Tj7
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9702100_Specs M7.wpd
PAR,T C
GENER,AL CONDITIONS
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PART C - GENERAL
TABLE OF CONTENTS
NOVEMBER, 1, 1987
TA$LE OF CONTENTS
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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
C1-1.11
C1-1.12
C1-1.13
C1-1.14
C1-1.15
C1-1.16
C1-1.17
C1-1.18
C1-1.19
C1-1.20
C1-1.21
C1-1.22
C1-1.23
C1-1.24
C1-1.25
C1-1.26
C1-1.27
C1-1.28
C1-1.29
C1-1.30
C1-1.31
C1-1.32
C2-2
C2-2.1
C2-2.2
C2-2.3
C2-2.4
C2-2.5
C2-2.6
DEFINITIONS
Definition of Terms
Contract Documents
Notice to Bidders
Proposal
Bidder
General�Conditions
Special Conditions
Specifications
Bond
Contract
Plans
City
City Council
Mayor
City Manager
City Attorney .
Director of Public Works
Director, City Water Department
Engineer �
Contractor
Sureties
The Work or Project
Working Day
Calendar Day
Legal Holiday
Abbreviations
Change Order
Paved Streets and Alleys
Unpaved Streets and Alleys
City Streets
Roadway
Gravel Street
INTERPRETATION AND PREPARATION
OF PROPOSAL
Proposal Form
Interpretation of Quantities
Examination of Contract Documents
and Site
Submitting of Pr000sal
P,?jection of Proposals
Bid Security
(1)
I�
CONDITIONS
C1-1
C1-1
C1-1
C1-1
Cl-1
Cl-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
Cl-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
Cl-1
Cl-1
Cl-1
Cl-1
Cl-1
C1-1
Cl-1
C1-1
C1-1
Cl-1
C1-1
C1-1
C1-1
(1)
(1)
(2)
(2)
(2)
(2)
(2)
(2)
(2>
(3)
(3)
(3)
(3>
(3)
(3)
(3)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(5)
(6) �
(6)
(6)
(6)
(6)
(6)
C2-2 (1)
C2-2 (1)
C2-2 (2)
C2-2 (3)
C2-2 (3)
C2-2 (3)
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C2-2.7 Delivery of Proposal
C2-2.8 P7ithdrawing Proposa�s
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
AWARD AND EXECUTION OF DOCUMENTS
Consideration of Proposals
Minority Business Enterpise
Women-Owned Business Enterprise
compliance
Equal Employment Provisions
Withdrawal of Proposals
Award of Contract
Return oF Proposal S�curities
Bonds
Execution of Contract
Failure to Execute Contract
Beginning 6dork
Insurance
Contractor's Obligations
Weekly Payroll
Contractor's Contract Administration
Venue �
C4-4 SCOPE OF WORK
C4-4.1 Intent of Contract Documents
C4-4.2 Special Provisions
C4-4.3 Increased or Decreased Quantities
C4-4.4 Alteration o� Contract Documents
C4-4.5 Extra Work
C4-4.6 Schedule of Operations
C4-4.7 Progress Schedules for Water and
Sewer Plant Facilities
C5-5 CONTROL OF L90RK AND MATERIALS
CS-5.1 Authority of Engin�er
C5-5.2 Conformity with Plans
CS-5.3 Coordination of Contract Documents
C�-5.4 Cooperation of Contractor
C5-5.5 Emergency and/or Rectification Work
C5-5.6 Field Offic�
CS-5.7 Construction Stakes
C5-5.8 Au�hority and Duties of Inspectors
C5-5.9 Ins�ection
C5-5.10 Removal of Defective and Unauthorized
C5-5.11 Substitute Materials or Equipment
CS-5.12 Samples and Tests of Materials
C5-5.13 StoraQe of Materials
CS-5,14 Existing Structur2s and Utilities
CS-5.15 Interruotio�: o^ Se�vic�
C�-5.16 !�lutual Res�onsibility of Contractors
C�-5.17 Cleanu�
CS-5.18 Fina1 Ins�ection
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
(1)
(1)
(2)
(2)
(2>
(2)
(4)
(4)
(4)
(4)
(7)
(7)
(7)
(8)
C4-4 (1)
C4-4 (1)
C4-4 (1)
C4-4 (2)
C4-4 (2)
C4-4 (3)
C4-4 (4)
C5-5
CS-5
CS-5
CS-5
CS-5
C�-5
CS-S
C5-5
CS-5
Work CS-5
C5-S
C5-S
C�-5
C�-5
CS-5
C5-5
CS-5
C�-5
(1)
(1)
(2)
(2)
(3)
(3)
(3)
(4)
(5)
(5)
(5)
(6)
(6)
(7)
(7)
(8)
(8)
(9)
(2)
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C6-6
C6-6.1
C6-6.2
C6-6.3
C6-6.4
C6-6.5
C6-6.6
� C6-6.7
C6-6.8
C6-6.9
C6-6.10
��, C6-6.11
C6-6.12
�' C6-6.13
C6-6.14
' C6-6.15
� C6-6.16
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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
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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-Way
Railway Crossings
Barricades, Warnings and Watchmen
Use of Explosives, Drop Weight, etc.
Work Within Easements
Indep=_ndznt Contractor
Contractor's Responsibility for
Danage Claims
Contractor's Claim for Damages
Adjustment of Relocation of Public
Utilities, etc.
Temporary Sewer Drain Connections
Arrangement and Charges of Water
Furnished by City
Use of a Section of Portion of the Work
Contractor's Responsibility for Work
No Waiver of Legal Rights
Personal Liability of Public O�ficials
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 Comoletion
Suspension by Court Order
Temporary Suspension
Termination of Contract due to
vational Emergency
Suspension of Abandonment of the
Work and Annulment of Contract
FulLillment of Contract
Ternination for Convenience of the Onwer
Sa`ety Methods and Practices
MF.ASUREMENT AND PAYMENT
hi�asurem�nt of Quantities
Unit Prices
(3>
C6-6 (1)
C6-6 (1)
C6-6 (1)
C6-6 (2)
�6-6 (2)
C6-6 (3)
C6-6 (4)
C6-6 (4)
C6-6 (5)
C6-6 (6)
C6-6 (8)
C6-6 (S)
C6-6 (10)
C6-6 (10)
C6-6 (10)
C�-6
C6-6
C6-6
C6-6
C6-6
C6-6
(11)
(11)
(11)
(12)
(12)
(12)
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
(1)
(1)
(1)
(2)
(2)
(3)
(4)
(4)
(4)
(5)
(6)
(6)
C7-7 (7)
C7-7 (7)
C7-7 (9)
C7-7 (10)
C7-7 (13)
C8-8 (1)
C8-8 (1)
CS-8,3
C8-8.4
C8-8.5
C8-8.6
C8-8.7
C8-8.8
C8-8.9
C8-8.10
C8-8.11
CS-8.12
C8-8.13
Lump Sum
Scope of Payment
Partial Estimates and Retainage
Withholding Payment
Final Acceptance
Final Payment
Adquacy of Design
General Guaranty
Subsidiary Work
Miscellaneous Placement of Material
Record Documents
C8-8 (1)
CS-8 (1)
CS-8 (2)
C8-8 (3)
C8-8 (3)
C8-8 ( 3 )
C8-8 (4)
C8-8 (4)
C8-8 (5)
CS-8 (5)
C8-8 (5)
(4)
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PAP.T C - GENERAL CONDITIONS
Cl-1 DEFINITIONS
SECTZON C1-1 DEFINITIONS
C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract
Documents the following terms or pronouns in place of them are
used, the intent and meaning shall be understood and
interpreted as follows:
C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of
the written and drawn documents, such as specifications,
bonds, addenda, plans, etc., which govern the terms and
performance oF the contract. These are contained in the
General Contract Documents and the Special Contract Documents.
a. GENERAL CONTRRCT DOCUMENTS: The General Contract
Documents govern a11 Water Department Projects and
include the following items:
PART A- NOTICE�TO BIDDERS (Sample) White
PART B - PROPOSAL (Sample) White
PART C- GENERAL CONDITIONS (CITY) Canary Yellow
(Developer) Brown
PART D- SPECIAL CONDITIONS Green
PART E - SPECIFICATIONS E1-White
E2-Golden Rod
E2A-White
PERMITS/EASEMENTS Blue
PART F - BONDS (Sample) White
PART G - CONTRACT (Sample) White
b. SPECIAL C0�ITRACT DOCUMENTS: The Special Contract
Documents are prepared for each specific project as
a supplement to the General Contract Docum2nts and
include the following items:
PART A- NOTICE TO BIDDERS (Advertisement) Same as
above
PART B - PROPOSAL (Bid)
PART C - GENERAL CONDITIONS
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
PART H- PLANS (Usually bound separately)
C1-1 (1)
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� C1-1.3 NOTICE TO BIDDERS: All of th
e legal publications
either actually published in public advertising mediums or
� furnished direct 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
rea3 and not rejected by the Owner.
� �
u C1-1.5 BIDDER: Any person, persons, firm, partnership,
company, association, corpor3tion, 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 CONDITIONS: The General Conditions are the
Ir�+ usual construction and cont,ract requirements which govern the
performance of the work so that it will be carried on in
r*! accordance with the customary procedure, the 1oca1 statutes,
and requirements of the City of Fort Worth's charter and
promulgated ordinances,
Wherever there may be a conflict between the General
Conditions and Special Conditions, the latter shall take
precedence and shall govern.
�i+ C1-1.7 SPECIAL CONDITIONS: Special conditions are the
specific requirements which are necessary for the particular
� project covered by the Contract Documents ana not specifically
covered in the General Conditions. W;�en considered with the
General Conditions and other elements of the Contract
Documents they provide the information which the Contractor
and Owner should have in order to gain a thorough knowledge of
� the project.
� C1-1.8 SPECIFICATIONS: The Specifications is that section or
part of the Contract Documents which sets forth 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 Docu��ents just as though they were e�ibodie� therein.
C1-1 . 9 BO`1D: The bond or bonds are th2 w= �`ten c;:arant2e or
r"' security furnished by the Contractor for tne orompt and
�
Cl-1 (2)
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faithful performance of the contract and include the
following:
a. Performance Bflnd (see paragraph C3-3.7)
b. Payment Bond (see paragraph C3-3.7)
c. Maintenance Bond (see paragraph C3-3.7)
d. Proposal or Bid Security (see Special Instructions
to Bi3ders, Part A and C2-2.6)
C1-1.10 CONTRACT: The Contract is the formal signed agreement
bztween the Owner and the Contractor covering the mutual
understanding of the two contracting parties about the project
to be com�leted under the Contract Documents.
C1-1.11 PLANS: The plans are the drawings or reproductions
therefrom made by thz Owner's representative showing in detail
the location, dimension and position of the various elements
of the project, including such profiles, typical
cross-sections, layout diagrams, working drawings, oreliminary
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 eniorcement 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 City of Fort Worth, Texas.
C1-1.14 MAYOR: The officially elected Mayor, o� in his ■
absence, the Mayor Pro tem of the City of Fort Worth, Texas.
C1-1.15 CITY MANAGER: The officially appointed and authorized '
City Manager of the City of Fort Worth, Texas, or his duly
authorized representative. �
C1-1.16 CITY ATTORNEY: The officially appointed City Attorney
of the City of Fort Worth, Texas, or his duly authorized
representative.
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Cl-1 (3)
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C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official
� of the City of Fort Worth, refer�ed to in the Charter as the
City Engineer, or his duly authorized representative.
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C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly aopointed
Director of the City Water Department of the City of Fort
Worth, Texas, or his duly authorized reoresentative,
assistant, or agents.
C1-1.19 ENGINEER: Tne Director of Public Works, the Director
of the Fort Wor�th City Water Department, or their duly
authorized assistants, agents, engineers, inspectors, or
superintendents, acting within the scope of the particular
duties �ntrusted to them.
C1-1.20 CONTRACTOR: The
� company, firm, association,
contract with the Owner for
directly or through a duly
� sub-contractor is a person,
contract with the princip�al
�,,, materials or only labor, for
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person, persons, oartnership,
or corporation, entering into a
the execution of the work, acting
authorized representative. A
firm, corporation, or others under
contractor, suoplying labor and
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 for any and
all requirem.ents as set forth in the Contract Documents and
approved changes ther2in.
C1-1.22 THE WORK OR PROJECT: The completed work contemolated
in and covered by the Contract Documents, including but not
limit�d 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 including S�turdays, Sundays, and legal holida ys, 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 pzriod of not less than seven (7> hours between
7:00 a.m, and 6:00 p.m., with exceptions as permitted in
paragraoh C7-7,6,
C1-1.24 CALENDAR DAYS: A calendar day is any day of the week
or month, no days being excepted.
C1-1.25 LEGAL HOLIDF,YS: Laga1 holidays sha11 b� observed as
�* prescri��� b� th� City Council of the City o� co�t Niorth for
ooserva.^.ce b�� Ci �v e,;;�loye�s as follows •
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Cl-1 (�)
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2.
3.
4.
5.
6.
7.
8.
9.
New Year's Day January 1
M. L. King, Jr. Birthday Third Monday in January
Memorial Day Last Monda-y--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
holidays as the City Council
may determine
When one of the above na:ned holidays or a special holiday is
declared by the City Council, falls on Saturday, the holiday
shall be observed on the preceding Friday or if it falls on
Sunday, it shall be observed on the following ;�ionday, by those
employees working on working day operations. Employees
working calendar day operations will consider the calendar
holiday as the holiday.
C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined
herein appear in Contract�Documents, the intent and meaning
shall be as follows:
AASHTO - American Association of MGD - Million Gallons Per
State�Highway Transportation Day
Officials
ASCE - American Society of Civil CFS - Cubic Foot per
Engineers Second
LAW - In Accordance With
ASTM - American Society of Min. - Minimum
Testing Materials Mono.- Monolithic
AWrtiA - A.merican 4r'at�r Works $ - Percentum
Association R - Ra3ius
ASA - Am�rican Standards Association I,D. - Inside Diameter
HI - Hydraulic Institute O.D. - Outside
Diam�ter
Asph. - As�halt E1ev.- Elevation
Av�. - Avenue F - Fahrenheit
Blvd. - Boulevard C - Centigrade
CI - Cast Iron In, - Inch
CL - Center Line Ft. - Foot
GI - Galvanized Iron St, - Street
Lin. - Linear or Lineal CY - Cubic Yard
lb. - Pound Yd. - Yard
M'rI - hianhole SY - Square Yard
Max. - M,aximum L.r. - Linear Foot
D.I. - Ductile Iron
C1-1 (5)
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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. Increase
in unit guantities stated in the proposal are not the subject
matter of a Change Order unless the increase or decrease is
moze than 25$ of th� amount of the particular item or items in
the original proposal.
Al1 "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 basz material.
3. Brick, with or without separate base material.
4. Concrete, with or without separate base material.
S. Any combination o€ 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 ci�y street is defined as that area
between the right-of-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 pave;nent where no curb
exists.
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C1-1.32 GRAVEL STREET: A gravel street is any unpaved street
to which has been addea one or more applications of gravel or
similar material other than the natural material found on the
street surface before any i�provement was made,
CI-1 (6)
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SECTION C- GENERAL CONDITIONS t
C2-2 INTERPRETATION AND
PREPARATION OF PROPOSAL
SECTION C2-2 INTERPRETATZON AND PREPARATION OF PROPOSAL
C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with
proposal form, which�will contain an itemized list of the
items of work to be done or materials to be furnished and upon
which bid prices are requested. The Pr000sal forr.^. wi11 state
the Bidder's general understanding of the project to be
completed, provide a space for furnishing the amount of bid
security, and state the basis for entering into a formal
contract. The Owner will furnish forms for the Bidder's
"Experience Record," "Equipment Schedule," and "Financial
Statement," all of which must be properly executed and filed
with the Director of the City Water Department one week prior
to the hour for openinq of bids. .
The financial statement required shall have been prepared by
an independent certified public accouritant or an independent
public accountant holding a valid permit issued by an
appropriate state licensing agency, and sha11 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 wit.hin the time a new
statement is being prepared, the previous statement shall be
updated by proper verification. Liquid assets in the amount
of ten (10$? percent of the estimated project cost will be
required.
For an experience record to be considered to be acceptable for
a given project, it must reflect the experience of the firm
seeking aualification in work of both the same nature and
magnitude as that of the project for which bids are to be
received, 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 o� the Water
departm�nt sha11 be sole judge as to the acceptability of
experience for qualification to bid on any Fort Worth Water
Department project.
The prospective bidder shall schedule the equipment he has
available for the project and state that he will rent such
additional equipment as may be reauired to complete the
project on which he submits a bid.
C2-2,2 INTERPRETATION Or QUANTITIES: The quantzties of work
and �::at=_rials to b� furnished as may b� listed in the proposal
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forms or other parts of the Contract Documents will be
considered as approximate only and will be used for the
ourpose of comparing bids on a uniform basis. Paym�nt 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 be increased or
decreased as hereinafter provided, without in any way
invalidating the unit prices bid or any other requirements of
the Contract Documents.
C2-2,3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT:
Bidders are advised that the Contract Documents on file with
the Owner sha11 constitute all of the information which the
Owner will furnish. All 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 Documznts just
as though 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 Contract Documents, to visit the
site of the project and examine carefully 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 knowZedge of th2
conditions which will be encountered during the construction
of the project. They must judge for themselves the
difficulties of the work and all attending circumstances
affecting the cost of doing the work or the time requir�ed for
its completion, and obtain all information required to make an
intelligent proposal. No information given by the Ocaner or
any representative of the Owner other than that contained in
the Con�ract Documents and officially promulgated addenda
thereto, shall be binding upon the Owner. Bidders shall rely
exclusively and solely upon their own estimates,
investigation, research, tests, explorations, and ather data
which are necessary for full and completP infornation upon
wnich the proposal is to be bas`d. It is mutually agr�zd that
the submission of a proposal is prima-facie evidence that the
bidder has made the investigations, examinations and tests
herein required. Claims for additional comoensation due to
variations between conditions actually encountered in
construction and as indicated in the Contract Documents will
not be allowed.
The logs oF Soil Borings, if any, showinc on the plans ar� for
ge-:era1 inform.ation only and ma�� no� be correct, heither the
C2-2(2)
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Owner nor the Engineer guarantee that the data shown is
representative of conditions which actually exist.
C2-2.4 SUBMITTING OF PROPOSA�:-•- 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 price�,
written in ink in both words and numerals, for which he
proposes to do the work contemplated or furnishe the materials
required. Al1 such prices shall be written le7ibly. In case
of discrepancy between the price written in words and the
price written in numerals, the price most advantageous to the
City shall govern.
Ii a proposal is submitted by an individual, his or her name
nust be signed by him (ner) or his (her) duly authorized agent.
If a proposal is submitted by a firm, association, or
partnership, the name and address of each member must be
given, and the proposal must be signed by a m�mb�r of the
firm, association, or partnership, or by a person duly
authorized. If a proposal is submitted by a company or
corporation, the compan.y or corporate name and business
address �ust 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 REJECTION OF PROPOSALS: Proposals may be re.jected if
they show any alteration of words or figures, additions not
called for, conditional or uncalled for alternate bids,
incomplet� bids, erasures, or irregularities of any kind, or
contain unbalance value of any items. Proposal tendered or
delivered after the official time designated for receiQt 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 an3
in the amount indicated in the "Notice to Bi�ders" and the
"Pronosal." The Bid Security is required by tne 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 p�rformance 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 oz all other bidders may be returned promptly after
the canvass of bids.
C2-2(3)
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C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered
� unless it is delivered, accompanied by its proper Bid
Security, to the City Manager or 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 Bidd�r 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 envelooe shall be
� addressed to tne City Mana�er, City Hall, Fort Worth, Texas.
C2-2.8 WITHDRA4vING PROPOSALS: Proposals actually filed with
the City Manager cannot be withdrawn prior to th� time set for
opening proposals. A reauest for non-consideration of a
iiii pr000sal must be made in writing, addressed to the City
Manager, and filed with him prior to the time set for the
' opening of proposals. After all proposals not requested Eor
non-consideration are opened and publicly read aloud, the
proposals for which non-consideration requests have been
� properly filed ma , at the optio� of the Owner, be returned
unopened.
C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may
modify his proposal by telegraphic communication at any time
i�i prior to the time set For opening proposals, provided such
telegraphic communication is received by the City Manager
� prior t� 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-eiaht (48) hours after the pr000sal op�ning time,
no further consideration wi11 be given to the proposal.
.; C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been
prODerly fiied and For which no "Non-consideratio:� ReQuest"
' has been received wi11 be publicly opened and re�d aloud by
the City Manager or his authorize3 representative a� the time
and olace indicated in the "Notice to Bidders." F.11 proposals
which have b�en opened and read will remain on file with the
' Owner until the contract has been awarded. Bidders or their
authorized representatives are invited to be present for the
ooening of bids.
� C2-2.i1 T_RRL,GLLr� PROPOSALS: Proposals sha11 be considered as
be�nc "Irrecular" i` tn��. =how an�. or:issions, alt_rations of
� �Or:'� zGC1�i0:1j� Or COC1Q1�10C1S f:0� C��ZACI i0�� 1::�?'lthorizeC3
al�erna�e �ics, or irre�ul?rities o` any kir.ci. F:o•�;�ver, the
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Owner reserves the right to waive any and a11 irregularities
and to make the award of the contract to the best interest of
the City. Tendeting a proposal after the closing hour is an
irregularity which cannot be waived.
C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be
disqualified and thzir pr000sals not considered fcr any o�f,
but not limit?d to, the following reason:
a. Reasons for b�lieving that collusion exists among
bidders.
b. Rzasonable grounds =or believing that any bidder is
int�rested in more than one proposal For work
contemplated.
c. Tne bidder being interestzd in any litigation
against the Owner or where thz Owner may have a
claim against or be engaged iz litigation against
tne bidder.
d. The bidder being in arrears on any existing �ontract
or having defaulted on a previous contract,
e. The bidder having performed a prior contract in an
unsatisfactory manner.
f. Lack of co�petency as revealed by the financial
statement, experience record, equipment schedule,
and such inquiries as the Owner may see fit to make.
g. Uncompleted work which, in the judgment of the
�Owner, wi11 prevent or hinder the orompt completion
of additional work if awarded.
h. The bidder not filing with the Owner, one week in
advance of the hour of the opening of proposals the
following:
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Financial Statement showing the financial
condition of the bidder as speciiied in Part
"A" - Special Instructions.
A current experience record showing esgecially
the projects of a nature similar to the one
under consideration, which have been
successfully completed by the Bidd�r.
An equiQment schedule showing the equipment
the bidder has available for use on the
project.
The Bid Proposal of a bidder who, in the judgment of the
Engineer, is disqualified under the requirements stated
herein, sha11 be set aside and not opened.
C2-2(5)
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PART C - GENERAL CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
' SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS:
C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been
e opened and read aloud, the proposals will be tabulated on the
basis of the quoted prices, the quantities shown in the
proposal, and the�application of such formulas or other
methods of bringing items to a common basis as may be
� established in the Contract Documents.
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The total obtained by taking the sum of the products of unit
prices quoted and the estimated quantities plus any lump sum
items and such other quoted amounts as may enter into the cost
of the completed project will be considered as the amount of
the bid.
Until the award of the contract is made by the Owner, the
right will be reserved to reject any or all pronosals 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.
�,; C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner,
upon request, complete and accurate information regarding
� actual work performed by a Minority Business Enterprise (MBE>
and or a a Woman-owned Business Enterprise (WBE) on the
contract and the payment therefor. Contractor further agrees,
� upon request by Owner, to allow and audit and/or an
� examination of any books, records, or files in the possession
of Contractor that will substantiate the actual work performed
by the MBE or W3E. Any material mis�epresentation of any
�; nature wi11 be grounds for termination of the contract and for
initiating any action under appropriate federal, state or
local laws and ordinances relating to false statements;
� further, any such misrepresentation may be grounds for
disqualification of Contractor at Owner's discretion for
bidding on future Contracts with the Owner for a period of
� time of not less than six (6) months.
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C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall
- comply with Current City Ordinance prohibiting discrimination
„� in employment practices.
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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 Equa1 Employment
Officer who will refer any qualified applicant he may have on
file in hi5 office to the Contractor. Appropriate notices may
� be acquired from the Equal Employment Officer.
C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been
read by the Owner it cannot be withdrawn by the Bidder within
forty-five (45) days after the date on which the pronosals
were ooened.
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C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to
withholdfinal action on the proposals Eor 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 writing of such award.
� C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as oroposed
price totals have been determined for 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, Al1 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
di�posed of the bids, after which they will D2 r�turned by the
City Secretary.
�"' C3-3.7 BONDS: With the execution a�d 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 no� 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 o� r.eglicence of the
Cor,tractor, or i��rooer �xecution of tne work or
the use of inf�rior naterials. This o�rformance
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C3-3 (2)
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bond shall guarantee the payment for all labor,
materials, 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.
b.• MAINTENANCE BOND: A good and sufficient
maintenance bond, in the amount of not less than
100 percent of the amount of the contract, as
evidenced by the oroposal tabulation or otherwise,
guaranteeing the pronpt, full and faithful
performance of the general guaranty which is set
forth in paragraph C8-8.10.
c. PAYMENT BOND: A good and sufficient payment bond,
in an amount not less than 100 percent of the
amount of the contract, as evidenced by the
proposal tabulation or otherwise, guaranteeing the
prompt, full and faithful payment of all claimants
as defined in Article 5160, Revised Civil Statutes
of Texas, 1925, as amended by House Bill 344 Acts
56th Legislature, Regular Session, 1959, effective
April 27, 1959, and/or the latest 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. OTHER BONDS: Such other bonds as may be required '
by these Contract Documents shall be furnished by
the Contractor. �
No sureties will be accepted by the Owner which are at the
time in default or delinquent on any bonds or which are
interested in any litigation against the owner. Al1 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 or the surety
shall be included on the current U.S. Treasury list of
acceptable sureties, and the amount of bond written by any one
acceptable company shall not exceed the amount shown on the
Treasury list for that company. Each bond shall be properly
executed by both the Contractor and Surety Company.
Should any surety on the contract be d�termined unsatisfactory
at any tim� b�� the Owner, notice will be given the Contractor
to that eLfect and th� Contractor shall imm�diately provide a
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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 CONTRACT: Within ten (10) days aEter the
Owner has by approoriate resolution, or otherwise, awarded the
� contract, the Contractor shall execute and file with the Owner
the Contract and such bonds as may be required in the Contract
Documents. �
No contract shall be binding upon the owner 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.
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C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure�of the
' Awardee to execute the required bond or bonds or to sign the
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 Owner may annul the Award. By reason of
the uncertainty of the market prices of material and labor,
� and it being 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 Awar3ee and shall thereupon immediately be
forfeited to the Owner.
' Tne filing of a or000sal will be considered as an acceptance
of this provision by the Bidder.
' C3-3.10 BEGINNING wORK: The Contractor shall no� commence
work until authorized in writing to do so by the Owner.
Should the Contractor fail to commence work at the site of the
� project within thA 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 commencement date set forth in such
� written authorization, co�nmance the physical execution of the
contract.
I C3-3.11 INSURANCE: The Contractor shall not comm2nce work
under this contract until he has obtained a11 th2 insurance
rea�ired under the Cont_act Docum?nts, and such izsurance has
� b�en appro�ed by th? Owner. The prime Contracto� shall be
respon=ible for delivering �o the Owner the sub-contractors'
C3-3 (4)
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-contractors. It is the intention of the Owner that the
insurance coverage required herein shall include the coverage
of all sub-contractors.
a. COMPENSATION INSURANCE: The Contractor shall
maintain, during the life of this contract,
Workers' Compensation Insurance on a11 of his
employees to be engaged in work on the project
under this contract, and for all sub-contractors.
In case any class of employees engaged in hazardous
work on the project under this contract is not
protected und�r the Workers' Compensation Statute,
the Contractor shall provide adequate employer's
general liability insurance for the protection of
su�h of his employees not so protected.
b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The
Contractor shall procure and shall maintain during
the life of.. this con�ract Contractor's
Comprehensive General Liability Insurance (Public
Liability and Property Damage Insurance) in an
amount not less than $500,000 covering each
occurrence on account of bodily injury, including
death, and in an amount not less than $500,000
covering each occurrence on account of property
damage with $2,000,000 umbrella policy coverage.
c. ADDITIONAL LIABILITY: The Contractor shall
furnish insurance as separate policies or by
additional endorsement to one of the
above-mentioned policies, and in the amount as set
Lorth for public liability and property damage, the
following insurance:
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4.
Contingent Liability (covers General
Contractor's Liability f�r acts of
sub-contractors).
Blasting, prior to any blasting being done.
Collapse of buildings or structures adjacent
to excavation (if excavations are to be
performed adjacent to same).
Damage to underground utilities for $500,000.
C3-3 (5)
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Builder's risk (where above-qround structures
are involved).
Contractual Liability (covers all
indemnification requirements of Contract).
d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
DAMAGE: The Contractor shall procure and maintain,
during the life of this Contract, Comorehensive
Automobile Liability insurance in an amount not
le.ss than $250,000 for injuries including
accidental death to any one person and subject to
the same limit for 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 $100,000.
e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The
insurance required under the above paragraphs sha11
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 thz insured
or by anyone directly or indirectly employed by
him, and also against any of the following special
hazards which may be encountered in the performance
of the Contract.
f. PROOF OF CARRIAGE OF INSURANCE: The Contractor
sha11 furnish the Owner with satisfactory proof of
coverage by insurance required in these Contract
Documents in amounts and by carriers satisfactory
to the Owner. (Sample attached.) A11 insurance
requirements made upon the Contractor shall apply
to the sub-contractor, shoulci the Prime
Contractor's insurance not cover the
sub-contractor's work operations.
a. LOCAL AGENT FOR INSURANCE AND BONDING: The
insurance and bonding companies with whom the
Contractor's insurance and performance, payment,
maintenance and all such other bonds are written
sha11 b� reoresented by an agent or age�ts having
ar. of`ice located within tne ci�y lir.i�s of the
C3-3 (6)
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, 3ny claims that the City of rort Worth or
other claimant or any property owner who has been
damaged, may have against the Contractor,
insurance, and/or bonding company. It the local
insurance representative is not so em�ow�red by the
insurance or bonding companies, then such authority
must be vested in a local agent or claims officer
residing in the Metroplex, the Fort Worth-Dallas
area. The name of the agent or agents sha11 be set
forth on a11 of such bonds and certificates of
insurance.
C3-3.12 CONTRACTOR'S OBLIGATIONS: Under tl�e Contract, the
Contractor shall pay for all materials, labor and services
when due.
C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll
covering payment of wages to all p?rson 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 thP 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 th�
project at all times during the course of the Contract.
Copies of the wage rates wi11 be furnished the Contractor, by
the Owner; however, posting and protection of the wage rates
shall be the responsibility of the Contractor.
C3-3.14 CONTRACTOR'S CONTRACT ADhiINISTRATION: Any Contractor,
whether a p�rson, p�rsons, partnershin, comoany, firm,
association, corporation or other who is approved to do
business with and enters into a contract with the City for
construction of water and/or sanitary sewer facilities, wi11
have or shall establish a fully ooerational business office
within the Fort Worth-Dallas metropolitar. area. The
Contractor shall charga, delegate, or assign this office (or
he may delegate his Project Superintendent) with full
authority to transact al1 business actions required in the
oerformance of the Contract. This local authority shall be
�r�ade responsible to act for tl�e Contractor in all matters
pertaining to the wor',c gov�rned by the Contract whether it be
administrative or otherwise and as such shall b� empowered,
thus delegated and dirscted, to se�tle a11 mat�rial, labor or
other expenditure�, all clair:�s against the work or any other
C3-3 (7)
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matter associated such as maintaining adequate and appropriate
insurance or security coverage for the project. Such local
� authority for administration of the work under the Contract
shall be maintained until all business transactions executed
as part of the Contract are complete.
� Should the Contractor's principal base of operations be other
than in the Fort Worth-Dallas metropolitan area, notification
of the Contractor's assignment of local authority shall be
� made in writing to the Engineer in advance of any work on the
project, all appropriately signed and sealed, as applicable,
by the Contractor's responsible officers with the
� understanding that this written assignment of authority to a
# local representative shall become part of the project Contract
as 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 coverage. Should the Contractor's local represent3tive
Fail to perform to the satisfaction of Engi:�eer, 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 local authority
satisfactory to the Engineer is assigned. No credit of
working time will be for periods in which work stoppages ar�
� in effect for this reason.
C3-3.15 VENUE: V�nue of�any action hereinunder shall be
exclusively in Tarrant County, Texas.
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PART C - GENERAL CONDI'rIONS '
C4-4 SCOPE OF WORK
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SECTION C4-4 SCOPE OF WORK
C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite
intention of these Contract Documents to provide for a
complete, useful project which the Contractor undertakes to
construct or furnish, all in full compliance with the
recruirements and �intent of the Contract Docunants. Zt is
def+initely understood that the Contractor shall do a11 work as
provided for in the Contract Documents, shall do all extra or
so?cial work as may be considered by the Owner as necessary to
complete the project in a satisfactory and acceptable manner.
The Contractor shall, unless otherwise specifically stated in
these Contract Documents, furnish a11 labor, tools, materials,
machinery, equipment, special services, and incicientals
necessary to the prosecution and completion of the project.
C4-4.2 SPECIAL PRGVISIONS: Should any work or conditions
which are not thoroughly 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 covered by these �ontract
Documents, then "Special Provisions" covering all such work
will be prepared by the Owner previous to the time of
receiving bids or proposals for such work and furnished to the
Bidder in the form of Addenda. All such "Special Provisions"
sha11 be considered to be a part of the Contract Documents
just as though they wzre originally written therein.
C4-4.3 INCREASED OR DECREASED QURNTITIES: The Owner reserves
the right to alter the quantities of the work to be performed
or to extend or shorten the improvements at any time when and
as found to be necessary, and the Contractor shall oe�form the
work.as altered, increas�d or decreased at the unit prices,
Such increased or decreased quantity shall not be �;ore than 25
percent of the contemplated quantity of such itan 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 2� percent or more, then either party to the
contract shall upon written request to the oth�r party be
entitled to a revised consideration upon that portion of the
work above or below the 25 percent of the original quantity
stated in the proposal; such revised consideration to be
determined by special agreement or as hereinafter arovided for
"EXtL'a Woric. " No allowance will be made for an�• changes in
anticipated profits nor sha11 such changes be considered as
C4-a (1)
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1 waiving or invalidating any conditions or provisions of the
Contract Documents.
Variations in quantities of sanitary sewer pipes in depth
� categories, shall be interpr�ted herein as applying to the
overall quantitiPs or sanitary sewer pipe in each pipe size,
but not to the various depth categories.
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C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the
Owner reserves the right to 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 mariner, provided such changes do not materially
alter the original Contract Documents or change the general
nature of the project as a whole. Such changes sha11 not be
considere3 as waiving or invalidating any condition or
provision of the Contract Documents. .
C4-4.5 EXTRA WORK: Additional work made 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 "Extra Work" and shall
be performed by the Contractor in accordance with these
Contract Documents or apnroved additions thereto; provided,
however, that before any extra work is begun a"Change Order"
shall be executed or written order 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.
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Unit bid price previously approved.
An agreed lump sum.
c. The actual.reasonable cost of (1) labor, (2) rental
of ectuipment used on the extra work for �he 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, olus a fixed
fee to be agreed upon but not to exceed 10� of the
actual cost of such extra work. The Eixed fee is
not to include any additional pro=it to the
Contractor for rental of equipment owne� by him and
used for th? extra work. Tha fee shall be full and
complete compensation to cover the cost of
sup?rintendence, overhead, other pro=it, general
and a11 other exp�nse no`_ ir.cluded in (1), (2),
(3), anc (4) abo�•�. Th� Contractor shall keep
accurate cost records on th� form and in the nethod
C4-4 (2)
suggested by the Owner and shall give the Owner
access to all accounts, bills, vouchers, and
records relating to the Extra Work.
No "Change Order" shall become effective until it has been
approved and signed by each of the Contracting parties.
No claim for Extra Work of any kind will be allowed unless
ordered in writing by the Owner. In case any ord�rs or
instructions, either oral or written, appear to the Contractor
to involve Extra Work for which he should receive
compensation, he shall make written request to the Engineer
for written orders authorizing such Extra Work, prior to
beginning such work.
Should a difference arise as to what does or does not
constitute Extra Work, or as to the payment thereof, and the
Engineer insists uoon its performance, the Contractor shall
proceed with the work after making written request for.written
orders and sha11 keep an accurate account ot the actual
reasonable cost thereof as provided under method (Item C).
Claims for extra work will not be pai3 unless the Contractor
shall file his claim with the Owner within five (5) days
before the time for making the first estimate after such work
is done and unless the claim is supported by satisfactory
vouchers and certified payrolls covering a11 labor and
materials expended upon the said Extra Work.
Tne Contractor sha11 furnish the Owner such installation
records of a11 deviations from the original Contract Documents
as may be necessary to enable the Owner to prepar� for
permanent record a corrected set of plans showing the actual
installation.
Tne comp�nsation agreed upon for 'extra wor�' whether or not
iniitiated b�� a'change order' shall be a full, complete and
final payment For all costs Contractor incurs as a result or
relating to the cnange or extra work, whether said costs are
known, unknown, foreseen or unforeseen at that tim�, including
without limitation, any costs for delay, extended overhead,
ripple or impact cost, or any other effect on changed or
unchanged work as a r?sult or the cnange or extra work.
C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work
under this contract, the Contractor shall submit to the Owner
and receive the Owner's approval thereof, a"Schedule of
Operations," showing by a straight line method the date of
commencing and finishing each of the major elements of the
contract. Tnere sha11 be also shown the estimated monthly
cost oL work Tor which estimat?s ar� to be exDected. Tner�
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 prior to submission of
first monthly progress payment, the Contractor sha11
prepare and submit �to the Owner for approval six copies of
� the schedule in which the Contractor proposes to carry on
the work, the date of which he wi11 start th� 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 di��ram�the
� actual progress at the end of each partial payment period
or at such intervals as directed by the Engineer. The
Contractor sha11 also rev�ise the schedule to reflect any
� adjustments in contract time approved by the Engineer.
Three copies of the updated schedule sha11 be delivered at
such intervals as directed by the Owner.
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As a minimum, the construction schedule shall incorporate
all work elements and activities indicated in the proposal
and in the technical specifications.
Prior to the final drafting of the detailed construction
schedulP, the Contractor shall review the draft schedule
with the Engineer to ensure the Contractor's understanding
of the contract requirements.
The following guidelines shall be a3hered to in p�eparing
the construction schedule:
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a. �!ilestone dates and final project con.pletion
� dates sha11 be developed to conform to time
constraints, sequencing requirem`r.ts and
comoletion time.
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b. - The construction process shall be divid�d into
activities with time durations oi aporoximately
iourteen (14) days and construction valu�s not to
exceed $50,000. Fabrication, deli�ery and
submittal activities ar� exceptions to this
cuideline.
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c. Durations shall be in calendar days and normal
holidays and weather conditions over the duratioz
of the contract shall be accounted for within the
duration of each activity.
d. One critical path sha11 be shown on the
construction schedule.
e. Float time is defined as the amount of time
between the earliest start 3ate and the latest
start date of a chain of activities of the CPM
construction schedule. Float time is not for the
exclusive use or benefit of either the Contractor
or the Owner.
f. Thirty days shall be used for submittal review
unless otherwise specified.
The construction schedule shall as a minimum be divided
into general categories as indicated in the Proposal and
Technical Specifications and each general category shall be
broken down into activities in enougr 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 oreacceptance activities and events in
their logical sequence for equipment and materials.
1.
2.
Preparation an3 transmittal of submittals.
Submittal review periods.
3. Shop fabrication and delivery.
4. Erzction or installation.
5.
6.
7.
8.
Transmittal of manufacturer's operation and
maintenance instructions.
Installed equipment and materials testing.
Owner's ooerator instruction (if applicable).
Final insa�ction.
C4-4 (S)
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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. In 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
overtime operations without additional cost to the Owner.
Failure of the Contractor to comply with these requirements
� shall be considered grounds for determination by the Owner
that the Contractor is failing to prosecute the work with
such diligence as wi11 insure its completion within the
time specified.
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PART C - GENERAL CONDITIONS
CS-5 CONTROL OF WORK AND
MATERIALS
SECTION C5-5 CONTROL Or WORK AND MATERIALS
CS-5.1 AUT�ORITY OF ENGINEER: The work shall be performed to
the satisfaction of the Engineer and in strict compliance with
the Contract Documents. He sha11 decide all qu�stions which
arise as to the quality and acceptability of materials
furnished, work performed, rate of progress of the work,
overall se�uence of the construction, interpretation of the
Contract Documents, acceptable fulfillment of the contract,
compensation, mutual rights between Contractor and Owner under
these Contract Documents, supervision of the work, resumption
o= operations, and all other questions or disputes which may
arise. Engineer will not be responsible for Contractor's
means, methods, techniques, sequences or procedures of
construction, or the safety precaution and programs incident
thereto, and he will not be responsible for Contractor's
failure to perform the work in accordance with the contract
documents.
He sha11 determine the amount and quality of the work
completed and materials furnished, and his decisions and
estimates shall be final. His estimates in such event shall
be a condition to tha right of the Contractor to receive money
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
promotly.
In the event of any dispute between the Engineer and
Contractor over the decision of the Engineer on any such
matters, the Engineer must, within a reasonable time, upon
written request of the Contractor, render and deliver to both
the Owner and Contractor, a written decision on the matter in
controversy.
CS-5.2 CONrORMITY WITH PLANS: The finished project in all
cases sha11 conform with lines, grades, cross-sections,
finish, and dimensions shown on the plans or any other
requirements otherwise descri�ed in the Contract Documents.
Any deviation from the approved Contract Documents required by
the Engineer during construction will in a11 cases be
determined by the Engineer and authorized by the Owner by
Change Order.
C5-5 (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 binding as though it occurred in all
� sections. In case of discrepancies, figured dimension shall
govern over scaled dimensions, plans shall govern over
specifications, spzcial conditions shall govern over general
� conditions and standard specifications, and quantities shown
on the plans shall govern over those shown in the proposal.
The Contractor sha11 not take advantage of any aoparant error
� or omission in the Contract Documents, and the Owner shall be
permitted to make such corrections or interpretations as may
be deemed necessary for the fulfillment of the intent of the
Contract Documents. In the event the Contractor discovers an
� apparent error or discrepancy, he shall imm�diately call this
condition to the attention of the Engin�er. In the event of a
conflict in the drawings, snecifications, 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.
' C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be
� furnished with tlzree s�ts of the Contract Documents and shall
have available on the site of the project at a11 times one set
, of such Contract Documents.
The Contract shall give to the work the constant attention
, necessary to facilitat� the progress th�reof and shall
cooperate with the Engineer, his inspector, and other
Contractors in every possiule way.
'! The Contractor shall at a11 times have competent oersonnel
� available to tne project site for proper performance of the
work. The Contr�ctor snall provide and maintain a� a11 times
at the site of the project a competecit, English-speaking
1r� superintendent and an assistant who ara fully autnorized to
act as the Contractor's agent on the work. Such
superintendent and his assistant shall be capaole oL reading
� and understanding the Contract Documents and shall rece=ve and
fulfill instructions from tne Owner, the Engin�er, or his
� authorized reuresentatives. Pursuant to this respozsibility
of the Gontractor, the Contractor shall designate in writing
to the project superintendent, to act as the �.ontractor's
agent on the work, Such assistant project superintendent
� shall be a resident of Tarrant County, Texas and snall b�
s�bject to call, as is the project Superintendent, �t any time
o` the day o� night on any day of th� week or. which the
' Enaine�r deternines :.h�t circumstances re�uire th: c��sence on
ti�e ��oject si�e ot a rz�resentatice of the Cor.t_�ctor to
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C5-S (2)
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adequately provide for the safety or convenience of the
traveling oublic or the owners of property across which the
project extends or the safety of property contiguous to th�
project routing.
The Contractor shall ptovide all facilities to enable the
Engineer and his inspector to examine and inspect the
workmanship and materials entering into the work.
C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: Wh�n, in the
opinion of the Owner or Engineer, a condition oL emergency
exists related to any �art of the work, the Contractor, or the
Contractor through his designated renresentative, shall
respond with dispatch to a verbal request made by t�e Owner or
Engineer to alleviate the emzrgency condition. Such a
response shall occur day or night, whether the project is
scheduled on a calendar-3ay or on a working-day basis.
Should the Contractor fail to respond to a request from the
Engineer to rectify any discrepancies, omissions, or
corrections necessary to conform with the requiremants of the
project specifications or p•lans, the Ec:gineer sha11 give the
Contractor written notice that such work or changes are to be
performed. The written notice shall direct attention to the
discrepant condition and request the Contractor to take
remedial �ction to correct the condition. In the event the
Contractor does not take positive steps to fulfill this
written request, or does not show just cause for not taking
the proper action, within 24 hours, the City may take such
remedial action with City forces or by contract. The City
shall then deduct an amount equal to the entire costs for such
remedial action, plus 25�, from any funds due th� Contractor
on the project.
C5-5.6 FIELD OFFICE: The Contractor shall provide, at no
extra compensation, an adequate field office for use of the
Engineer, if specifically called for. The field oirice shall
be not less than 10 by 14 feet in floor area, substantially
constructed, well heated, air conditioned, lighted, and
weather-proof, so that documents will not be dam=.ged by the
elzmen�s.
C5-5.7 CONSTRUCTION STAKES: The City, through its Engineer,
wi11 furnish the �ontractor_with a11 lines, grades, and
measurements necessary to the proper prosecution and control
of the work contracted for under these Contract Do�uments, and
lines, grades and m=asurements wi11 be established by means of
stakes or other customary method of marking as may be found
consistent with good oractice.
C�5-5 ( 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 Engin�er to remove them. Whenever, in the
opinion of the Engineer, any stakes or markings hav� 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 25$ will be charged
against the Contractor, and the full amount will be deducted
from payment due the Contractor.
C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City
Inspectors will b2 authorized to inspect a11 work done and to
be done and all materials furnished. Such inspection may
extend to all or any part of the work, and the preoaration or
nanufacturing of the mat�rials 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 progress of the work and the
manner in which it is being performed, to report any evidence
that the �aterials being furnished or the work being performed
by the Contractor fails to fulfill tne requirements of the
Contract Documents, and to ca11 the attention of the
Contractor to any such failure or other infringements. Such
inspection or lack of inspection wi11 not relieve t'ne
Contractor from any obligation to perform the work in
accordance with the requirements of the Contract Documents.
In case of any dispute arising b?tween the Contractor and the
City Insgector as to the materials or equipment furnished or
the manner of performing the work, the City Inso2ctor will
have au�'-:-urity to reject materials or equipment to suspend
work until the question at issue can be referred �o and be
decided by the Enginzer. The City Inspector will not,
however, be authorized to revoke, alter, enlarge, or release
any requirement of these Contract Documents, nor to aoprove or
accept any portion or section of the work, nor to issue any
instructions contrary to the requirenents of the Contract
Documents. He will in no case act as super?ntendent or
tore:,tan or oerform any other duties for the Contractor, or
interfere with the management or operation of the work. He
will not acceot from the Contractor any compensation in any
form for performing any duties, The Contractor shall regard
and obey the directions and instructions of the City Inspector
or Engineer when the same are consistent with the obligations
of the Cor.tract Documents, orovided, however, should the
Contractor object to any orders or instructions of the City
Inspector, the Contractor may within six days make written
a�p�a1 to tn= En�in��r for nis decision on the r�.atter in
contro��ersv.
C5-S (4)
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C5-5.9 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 requirements
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
dir�cted. After examination, the Contractor sha11 restore
said portions of the work to the standard required by the
Contract Docum?nts.
Should the work exposed or examined prove acceptable, the
uncovering or removing an3 replacing of tha covering or making
good of the parts removed sha11 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 sha11 be done or materials used
without suitable supervision or inspection.
C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work,
materials, or equipment which has been rejected shall be
remedied or r�moved and r:eplaced in an acceptable manner by
the Contractor at his own expense. Work done beyond the lines
and grades given or as shown on the plans, except as herein
specifically provided, or any Extra Work done without written
authority, will be considered as unauthorized and done at the
expense of the Contractor and will not be paid for by the
Owner. Work so done may be ordered removed at the
Contractor's expense. Upon 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 unauth�rized work to be removed, and the cost
tnereof may be deducted from any money due or to become due to
the Contractor. Failure to require the removal o� any
def�ctive or unauthorized work shall not constitute acceptance
of sucn works.
C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the
Specifications, law, ordinance, codes or regulations permit
Contractor to furnish or use a substitute that is equal to any
material or equipmsnt soecified, and if Contractor wishes to
furnish or use a proposed substitute, he sha11, prior to the
preconstruction conferen�e, make written application to
ENGINEEP, for approval of such substit�ite certifying in writing
that the proposed substitute will perform adequately the
functions called f�r by th� general design, be similar and of
equal substance to that speciFied and be suited to the same
use and capable o` performing tne same function as that
soeci`ied; and iden�ifying all variations of the proposed
C5-5 (S)
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substitute fron that specified and indicating 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 nay require which sha11 bA furnished at Contractor's
expense. Contractor shall indemnify an3 hold harmless Owner
and Engineer and anyone directly or indirectly emoloyed by
either of them from and against the claims, damages, losses
and expenses (including attorneys fees) arising out of the use
of substituted mat�rials or equipment.
CS-5.12 SAbSPLES AND TESTS OR MATERIALS: Wher�, in tne ooinion
� of the Engine�r, or as called for in the Contract �ocuments,
tests of materials or equipment are necessary, such tests will
be made at the expense of and oaid for direct to the testing
agency by the Owner unless otherwise specifically provia�d.
� The failure of the Owner to make any tests of materials shall
be in no way relieve the�Contractor of his responsibility of
furnisning naterials and equipment fully conforming to the
� requirements of the Contract Documents. Tests and sampling of
. materials, unless otherwise soecified, will be nadP in
accordance with the latest methods prescribed by the American
Society For Testing �at�rials or specific requirements of the
� Own�r. The Contractor sha11 orovide such facilities as the
Engineer nay require for collecting and forwarding samples and
� shall not, without soecific written permission of the
Engineer, us? the materials represented by the samgles until
tests hav� been made and the materials approved for use. The
Contractor will furnisil adeauate sGmoles without ch�rge to the
�' Owner.
In case oF concrete, the aggr�gates, design minimum, and the
mixing and transporting equioment sha11 be approved by the
� Engineer before any concrete is placed, and tne Con�actor
shall b� responsible for replacing any concrete which d�es not
� meet the requirements of the Contract Documents. Tests sha11
be rr�ade at least 9 days prior to the placing of concrete,
usi�g samples from the same aggregate, cement, and mortar
which are to be us?d later in the concrete. Should the source
� of �upply change, new tests sha11 be ma�.e prior to the use of
the new materials.
� C5-5.13 STOP,AGE OF MATERIALS: P.11 mat�rials whic:�
us�d in the construction ooeration sha11 oe sto��d
�nsur� tn� or�servation of the qua " "
1it�,- and �itness o=
� i�+n�n di: =cte3 bv the Encrine�r, th�, s�al1 b� plac�c
platror�:,s or oth�r har3, ciean dura�l� s�rfaces a��
►k+,
C�-5 (6)
are to be
so as to
the work.
o-: wooden
not on the
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ground, and shall be placed under cover when dir�cted. Stored
materials shall be placed and located so as to facilitate
prompt inspection.
CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and
dimensions shown on the Plans relative to existing utilities
are based on the best information available. Omission from, or
the inclusion of utility locations on the Plans is not to be
considered as the nonexistence of, or a definitz location of,
existing underground utilities. The location or many gas
mains, water mains, conduits, sewer lines and service lines
for a11 utilities, etc., is unknown to the Owner, and the
Owner assumes no responsibility for fail��re to show any or all
such structures and utilities on th� plans or to show them in
their exact location. It is mutually agreed that such failure
will not be considered sufficient basis for claims for
additional compensation for Extra Work or for increasi�g thz
pay quantities in any manner whatsoever, u�less an obstruction
encountered is such as to necessitate changes in the 1-ines and
grades of co�sidarable magnitude or requires the building of
special works, �rovision for which is not made in tha Contract
Documents, in which cas��,the provision in these Contract
Docume�ts for Extra Work sna11 app1�.
It shall be the Contractors responsibility to veriLy locations
of adjacent and/or conflicting utilities sufficiently in
advance of construction in order that he may n�gotiate such
local adjustments as nec�ssary in the construction orocess to
provid� adequat� clearances, The Contractor shall take all
necessary precautions in order to orotect a11 existing
�tilities, struc�ures and service lines. Verification of
existing utilities, structures and servicA lines shall include
notification of all utility companies at least forty eight
(48) hours in advance of construction in�luding exploratory
excavation if necessary. A11 verification of existing
utilities and their adjustment shall be considered as
subsidiary work.
C5-5.15 INTERRUPTION OF SERVICE;
a. Normal Prosecution: In the normal prosectuion of
work where the int�rru�tion of service is nec�ssary,
the Contractor, at least 24 hours in advance, shall
be r�quired to: _
1. Notify the Wat2r Department's Distribution
Division as to location, time, and schedule of
service interruption.
C5-5 (7)
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2. Notify each customer personall
responsible personnel as to time an
of the interruption of their service,
y through
d schedule
or
3. In the event that personal notification of a
customer cannot be made, a preoared tag form
shall be attached to the customer's entrance
door knob. The tag shall be durable in
composition, and in large bold tyoe s'�a11 say•
"NOTICE"
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Due to iJtility Improvement in
yo�ir neighborhood, your (wat2r)
(sewer) service wi11 be inter-
rupted on betw�en
the hours of and
This inconvenience will be as
short as possible.
Thank you,
Contractor
Address � Phone
b. Emerqency: In the event that an unforeseen service
interruption occurs, notice shall be as above,but
immediate.
� CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: I�, through
acts or neglect on the part oF the Contractor, any other
Contractor or any sub-contractor shall suffer loss or damage
on the work, the Contractor agr`es to settle with such other
' ConLractor or sub-contractor by agreement or arbitration. If
�, such otn�r Contractor or sub-contractor shall assert any claim
against the Own�r on account of any damage alleged to have
' been sustained, the Owner will r.otify the Contractor, who
shall indemnify and sav� harmless the Owner again=t any sucn
claim.
' C5-5.17 CLEAN-UP: Clean-up of surplus and/or wast� materials
accumulated on the jo'� site durinc the orosecution o= the work
under these Contrar�t Documents shall be acconolished in
� �ceeping with a dailv routine established to the the
satisLaction o` the Enaineer. Twenty-f�urs fours after
Nlrltt�R riO�1C� 1� C'_Ve^: �O' t^� COC1�.rZ.CtOr �^�` tn� c12an-up Ofl
� the job si'�� is �roceed:nc � n =. manner L-:satis=ac�ory to the
Enc�ir,eer, ii the Contractor tails to cor�ect the
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C�-5 (8)
k�l
unsatisfactory procedure, the City may take such direct action
as the Engineer d�ems aopropriate to correct the clean-up
deficiencies citzd 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 covere3 by
these Contract Documents, and before final acceptance and
final paym�nt will be �a3z, the Contractor sha11 clean an3
remove from the site of the project all surplus and discarded
materials, tempor3ry structures, and d?bris of every kind. He
shall leave the site of a11 work in a neat and orderly
condition equal to that wnich origi�ially existed. Surplus and
waste mat�rials removed from the sitP �f the work sha11 be
disposed of at locations satisfactory to the Engineer. Tne
Contract�r s�atl thoroughly clean all equipment and materials
installed by him and shall 3eliv�r over such materials and
equipment in a bright, clean, polished and naw appearing
condition. No extra comp�nsation will be made to the
Contractor for any clean-up required on the project.
CS-5.18 FINAL INSPECTION: Whenev�r the work provided Eor in
and contemplated under the Contract Documents has been
satisfactorily complzted and final cleanuo performe3, the
Engineer will notify tne proper officials of the Owner and
request that the Final inspection be rnade. Such inspection
wi11 be made within 10 days after such notiFication. After
such final insp�ction, if the work and mat�rials and equipment
are found satisfactory, the Contractor wi11 be notified in
writing of the acceptance of the same after the proper
resol�stion has been passed by the City Council. No tim�
charge wi11 be made against the Contractor between said dat2
of notification of the Engineer an3 the date of final
inso�ction of the work.
C5-5 (9)
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PART C - GENERAL COh`DITIONS
C6-6 LEGAL RELATIONS AND PUBLIC
RESPONSIBILITY
SECTION C6-6 LEGRL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times
observe and comply with a11 Federal and State Laws and City
ordinances and regulations which in any way affect the conduct
of the work or his operations, and shall observe and comply
with all orders, laws, ordinances and regulations which exist
or which may be enacted later by bodies having jurisdiction or
authority for such enactment. No plea of misunderstanding or
ignorance thereoE will be considered. The Contractor and his
Sureties sha11 indemnify an3 save harmless the City and a11 of
its officers, agents, and employees against any and all claims
or liability arising from or based on the violation of any
such law, ord?nance, regulation, or order, whether it be by
himself or his employees.
C6-6.2 PERMITS AND LICENSES: Tne Contractor sha11 procure all
permits and 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 DEVICES, MATERIALS AND PROCESSES: If the
� Contractor is required or desires to use any design, device,
� material, or process covered by letter, patent, or copyright,
he sha11 provide for such use by suitable legal agreement with
� the patentee or owner of such patent, letter, or copyrighted
design. It is mutually agreed and understood that without
exception the contract prices shall include all royalties or
� cost arisin3 from patents, trad=-marks, and copy rights in any
way involved in the work. The Contractor and his sureties
-0 shall indemnify and save harmless the Owner from any and a11
�, claims for infringement by reason �f the use oL any such
patented design, device, material or process, or any
� trade-nark or copy right in connection with the work agreed to
be performed under these Contract Documents, and shall
� indemnify the Owner for any cost, expense, or damage which it
may be obliged to pay by reason of such infringement at any
time during the prosecution of the work or af'ter completion of
� the work, provided, however, that the Owner will assume the
responsibility to defend any and all suits brought for the
infringem�nt of any patent claimed to be infringed upon by the
design, tyoe of construction or material or equipment
� specified in the Contract Documents furnished the Contractor
by the Owner, and to hold the Contractor harmless on account
of such suits.
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C6-6 (1)
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C6-6.4 SANITARY PROVISIONS: The Contractor shall establish
and enforce among his emoloyees such regulations in regard to
cleanliness and disposal of garbage an3 waste as wi11 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 conveniences for use of laborers on the work,
prooerly secluded from public observation, shall be
constructed and maintained by the Contractor and their use
sha11 be strictly enforced by the Contractor. A11 such
facilities shall be kept in a clean and sanitary condition,
free from o'ojectionable odors so as not to cause a nuisance.
All sanitary laws and regulations of the State of Texas and
the City sha11 be strictly complied with.
C6-6.5 PUBLIC SAFETY AND CONVENIENCE: hlaterials or equipment
stored about the work shall be so placed and used, and the
work sha11 at all times��be so co�ducted, as to cause no
greater obstruction or inconvenience to the public `han is
considered to be absolutely necessary by the Engineer. The
Contractor is required to �aintain at all times a11 phases of
his work in such a manner as not to impair the safety or
convenience of the public, including, but not limited to, safe
and convenient ingress and egr�ss to property contiguous to
the work area. The Contractor sha11 make adequate provisions
to render reasonable ingress and egress for normal vehicular
traffic, except during actual trenching or pipe installation
operations, at al1 driveway crossings. Such provisions may
include bridging, placement of crushed stone or gravel or such
other means of providing proper ingr�ss and egrzss for the
prooerty served by tne driveway as the Engineer may approve as
appropriate. Such other maans may include the div�rsion of
driv2way traffic, with specific approval by the Engineer. If
diversion of traffic is approved by the Engine�r at any
location, the Contractor shall make arrangements satisfactory
to the Engineer at any location, the Contractor sha11 make
arrange�ents satisfactory to the Engine�r for the diversion of
traffic, and shall, at his own expense, nrovide all materials
and perform a11 work necessary For the construction and
maintenance of roadways and bridges for such diversion of
trafEic. Side;a�lks must not be obstructed except by special
oermission of the Engineer.
The naterials excavated and the construction mat`rials such as
P1D� llS�� ln �h? CO�StruC�lO� O` th� WOr� S�?11 �A placed SO
as r.o:. to endancer the wor:< oY pr��-ent free access to a11 fire
C:;ti��cRtS� `1L"C 3��L'('l b�Y�S� DOl1C� Cdl� DOY25� C�:cL�r �alves�
C6-6 (2)
gas valves, or manholes in the vicinity. Tne Owner reserves
� the right to remedy any n�glect on the part of the Contractor
as regards to public convenience and safety whicli may come to
� its attention, after twenty-four hours notice in writing to
the Contractor, save in cases of emergency when it shall hav�
the right to remedy any neglect without no�ice, and in either
, case, the cost of such work done or materials furnished by the
Owner or by the City shall be deducted from monies due or to
become due to the Contractor.
� The Contractor, after approval of th� Engineer, shall notify
the Fire Departmen` Headquarters, Tra�fic Engineer, and Police
Department, wnen any street or alley is re�uested to be closed
' or obstructed or any fire hydrant is to be na3e inaccessible,
and, when so dir�cted by the Engineer, sha11 keep any street,
streets, or highways in condition for unobstructe3 use by fire
' apQaratus. The Contractor shall promptly notify the Fire
Department Headquarters when all such obstructed streets,
alleys, or hydrants are again placed back in service. .
' Where the Contractor is required to construct temporary
bridges or make other arrahgements for crossing over ditches
or streams, his responsibility for accidents in connection
^ with such crossings sha11 include the roadway aporoaches as
, well as the structures of such crossings.
� The Contractor shall at all times conduct his operation and
� the use of construction machinery so as not to damage or
destroy trees and shrubs located in close proximity to or on
the site oi the work. Wher�ver any such damage nay be done,
' the Contractor sha11 immediately satisfy a11 claims of
property owners, and no payment will be made by the Owner in
settlement of such claims. The Contractor shall file with the
A� Engineer a written statem�nt showing all such clai^�s adjusted.
C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, F.LLEYS, AND
- RIGHT-OF-WAY: For the performance of the contract, the
� Contractor will be permitted to use and occuoy such portions
of the public streets and alleys, or other public places or
other rights-of-way as provided for in the ordinances of the
� City, as �l�own in t}ie Contract Documents, or as may be
soecifically authorized in writing by the Engineer. A
reasonable amount of tools, matarials, and equipment for
' construction purposes may be stored in such space, but no more
than is necessary to avoid delay in the construction
ooerations. Excavate3 and waste ma�erials shall b� piled or
' stackad in such a way as not to interfer� with the use of
spaces that may be designated to be left free and unobstructed
ar.d so as r.�� to inconve:�ience occu�ants o� a3�ac��.t property.
It the s�r�?:. is occunied by railway tracks, th� w�rk shall be
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C6-6 (3)
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carried 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 upo� the work and premises used by the
Contractor and shall be provided all reasonable facilities and
assistance for the completion of adjoiniiig work. Any
additional grounds desired by the Contractor for his use sha11
be provided by him at his own cost and expense.
C6-6.7 RAILWAY CROSSINGS: When t'ne work encroaches unon any
right-of-way of any railway, the City will secure the
necessary easement for the work, W�ere the railway tracks are
to be crossed, the Contractor shall ob5erve 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 �rior to the time of his intentions to begin work on
that portion of the project which is related to the railway
prooerties. The Contrac�kor will not be given extra or
addi�ional compensation for such railway crossings unless
specifically set forth in the Contract Documents.
C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the wor� is
carried on in or adjacent to any street, alley, or public
place, the Contractor shall at his own expense furnish, erect,
and maintain such barricades, fences, lights and danger
signals, shall provide such watchmen, and shall take all such
other precautionary measures for tne protection of persons or
nroperty and of the work as arz necessary. Barricades and
fences sha11 be painted in a color that wi11 be visible at
night. From sunset to sunrise the Contractor sha11 furnish
and maintain at least one easily visible burning licht at each
barricade. A sufficient number of barricades sha11 be erected
an� maintained �o keep pedestrians away from, and vehicles
from being driven on or into, any work under construction or
being maintained. Tne Con�ractor shall furnis� watchmen and
keep then at their respective assignments in surficient
numbers to protect the wor� and prev�nt accident or c�mage.
All installations and procedures shall be consistent with the
_ provisions se` Forth in the "1980 Texas Manual on Uniform
Traffic Control Devices for Streets and Highways" issued under
the autno�ity ot tne "State of Texas Uniforr� Act ?egulating
TraFfic en ciighways", codified as Article 6701d V��on's Civil
�t3tl1��S� D?I':.1nen� S2C�lOC1S DelRQ S�Ct10C1 L`IOS, 27� L9� 3� and
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C6-6 (4)
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1 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 sha11 contact the Transportation and Public Works
department, Signs and Markings Division (phone number
' 8780-8075), to remove the sign. Zn the case of regulatory
signs, the Contractor must replace the permanent sign with a
temporary sign meeting the requirements of the above
� referenczd manual and such temporary sign must be installed
prior to the removal of the permanent sign. If the tem�orary
sign is not installed correctly or if it does not meet the
required specifications, the permanent sign shall b� left in
� place until the temporary sign 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 sign and shall leave his temporary sign in place
until such re-installation is completed. -
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Tne Contractor will be held r�soonsible for a11 danaae to the
work or the public due to failure of. barricades, signs,
fences, lights, or watchmen to protect them. Whenev�r
evidence is found of such damage to the work the Engineer may
order the damaged portion immediately remove3 and replaced by
the Contractor at the Contractor's own expense. The
Contractor's responsi�ility for the maintenance of barricades,
signs, fences and lights, and for providing watchmen sha11 not
cease until the project sha11 havz been completed and accepted
by the Owner.
No compensation, except as specifically provided in these
Contract Documents, will be paid to the Contractor for 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 remov�l 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 or lumn sum prices are requested in the P�oposal.
�6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the
� Contractor elect to-use explosives, drop weight, 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
� Contractor shall notify the proper representative of any
public service corporation, any company, individual, or
utility, and the Owner, not less than twenty-foLr hours in
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C6-6 (5)
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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 prior to commencing
and shall furnish evidence that he has insurance coverage to
protect against any damages and/or injuries arisinc out oF
such use o� explosives, r
All claims arising out of the use oF explosives shall be
investigated and a written report made by the Contractor's
insurers to the Engineer within ten (10) days after receipt of
written notice of the claim to the Contractor from either the
City or the claimant. The City shall proceed to give notice
to the Contractor of any such claim. The use of explosives
may be suspended by the Engineer if any complaint is zeceived
and such us� shall not be resumed until the cause of the
complaint has been addressed.
Whenever explosives are stored or kept, they sha11 be stored
in a safe and secure manner and a11 storag� ulaces sha�11 be
plainly marked "DANGEROUS EXPLOSIVES" and shall be under the
care of a competent watchman at a11 times. Al1 vehicles in
which explosives arz being transported shall be plainly marked
as mentioned above and shall, insofar as possible, not use
heavy traFfic routes.
C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over,
through, or into private property, the Owner wi11 provide such
right-of-way or easement privileges as the Ci�y may deem
necessary for the prosecution of the work. Any additional
rights-of-way or work arza considered necessary by the
Contractor shall be provided by him at his own expe:�se. Such
additional rights-of-way or work area shall be acquired for
the ben�fit of the City. The City shall be notified in
writing as to the rights so acquired before work becins in the
affected area. The Contractor sha11 not enter uoon private
property for any purpose without having previously obtained
permission fro�n the owner of sucn property. The Contractor
will not be allowed to store equipment or material cn private
property unless and until the specified approval of the
property owner has been secured in writing by the Contractor
and a copy furnished to the Engineer. Unless soecifically
provided otherwise, the Contractor shall clear all
rignts-of-way or easements oE ob5tructions which must be
rerioved to mzke possible proper prosecution of th� work as a
part o`. the project construction operations. Tne Contractor
S�i^.1 1 �A rCSOO�iSi �1 c�Oi ��'la DrZSc^��:c�_OCl O' Z�,:. �;1G� 1 use
C6-6 (5)
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� every precaution to prevent damage to all trees, shrubbery,
plants, lawns, fences, culverts, curbing, and all other types
of structures or improvements, to a11 water, sewer, and gas
� lines, to a11 conduits, overh�ad pole lines, or appurtenances
thereof, including the construction of tenporary fences, and
to all other public or private property along adjacent to the
� work.
The Contractor shall notify the prooer representatives of
� owners or occupants of public or private lands or interest in
lands which might be affectzd 'oy the wor�c. Such notice shall
b� made at least 48 hours in adva:�ce of the beginning of the
work. Notices shall be applicable to both public ar.d private
� utility companies or any corporation, company, individual, or
other, Pither as owners or occupants, whose land or interest
in land might affected by the work. The Contractor shall be
� responsible for a11 damage or injury to property of any
character resulting from any act, omission, neglect, or
misconduct in the manner or method or execution of the work,
� or at any time du? to defective work, material, or equipment.
� when and where any direct�or indirect or injury is done to
r„ public or private property on account oF any act, omission,
neglect, or misconduct in the execution of the work, or in
' consequence of the non-execution thereof on the part of the
Contractor, he shall restore or have restored at his own cost
and expense such property to a condi�ion at least equal to
Y�i that ?xisting before such damage or injury was done, by
repairing, rebuilding, or otherwise replacing 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 an3 ttze Engineer,
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A11 fenczs encountered and removed during con�truction of
this project sha11 be restored to the original or a better
than original condition upon completion of this project.
When wire rencing, Pither wire mzsh or barbsd wire is to be
crossed, the Contractor shall set cross braced posts on
either side of pernanent easement before the fence is cut.
Should additional fence cuts be necessary, the Contractor
shall provide cross braced posts at point of the proposed
cut in addi�ion to the cross braced posts provided at the
permanent easements limits, beLore the fence is cut.
Temporary fencing sha11 be erected in place of the fencing
re�oved whenever the work is not in progress and when the
site is vacated overnight, and/or at a11 times to prevent
li�•estock fro:n entering the construction area. The cost for
�e:�ce removal, tem�orary closures anct replacem�nt shall be
subsidiary to the various items bid in the project
Co-6 (7)
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proposal. Therefore, no separate payment shall be allowed
for any service associated with this wor�.
In case of failure on the part of the Contractor to restore
such property to make good such damage or injury, the Owner
may, upon 48 hour written notice under ordinary circumstances,
and without notice when a nuisance or hazardous condition
results, proceed to reoair, rebuild, or otherwise restore such
prooerty as may be determined by the Owner to be necessary,
and the cost thereby will be deducted fron any monies due or
to become due to the Contractor under this Contract.
C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agr2ed
by the oarties fl�reto that Contractor sha11 perform a11 work
and services hereunder as an independent contractor, and not
as an officer, agent, servant or employee of the Owner.
Contractor shall have exclusiv� control of and the exclusive
right to control the details of all the work and services
performed hereunder, and all persons performing same, and
shall be solely responsible for the acts and omissions of its
officers, agents, servants, employees, contractors,
subcontractors, licensees and invitees. The doctrine of
respondeat superior shall not apply as betw2en Owner and
Contractor, its officers, agents, employees, contractors and
su'Qcontractors, and nothing her`in sha11 be construed as
creating a partn�rshio or joint enterprise between Owner and
Contractor.
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMP.GE CLAIMS:
Contractor covenants and a�rees to, and does hereby indemnify,
hold harmless and defend Owner, its officers, agents,
5�rvants, and em�loyees from and against any an a11 claims or
suits ror property damag� or loss and/or oersonal injury,
inclu�ing death, to any and all p�rsons, of wnatsoev�r kind or
character, whether rzal or asserted, arisi�g out of or in
connectio� with, directly or indirectly, the work ana services
to oe perform�d hereunder by Contractor, its officer�, agents,
employees, contractors, subcontractors, licensees o� invitees,
whether or not caused, in whole or in part, by alleged
ne;ligence on the part of offic2rs, agents, servant.s,
employees, contractors, subcontractors, licensees and invitees
of the Owner; and said Contractor does hereby covenant and
agree to assume all liability and responsibility oi Owner, its
officers agents, servants and employ�es for propertv damage or
1oss, and/or p�rsonal injuries, includizg death, `o any and
a11 persons or whatsoever kind or charact�r, whether real or
zsserted, arising out of or in connection with, d�r�ctly or
incire�tly, tha work and services to �e p`rformed hereunder by
Contractor, its officers, a�ents e.�,�loye�s, cor.�ractors,
subcontractors, licensees an� in�-itees, wnether or no� caused,
C6-6 (8)
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in whole or in part, by alleged negligence of officers,
agents, servants, employees, contractors, subcontractors,
licensees or invitees of the Owner. Contractor likewise
covenants and agrees to, and does hereby, indemnify and hold
harmless Owner from and against any.and all injuries,loss or
damages to property of thz Owner during the performance of any
of the terms and conditions of this Contract, wh�ther arising
out of or in connection with or resulting from, in whole or in
part, any and all alleged acts oc omissions of officers,
agents, servants, employees, contractors, subcontractors,
licenses, or invitees of the Owner.
In the event a
contractor or its
all work on the
. written claim for darnages against the
subcontractors remains unsettled at the time
project has been com�leted to the satisfaction
of the Dir��tor of the Water Department, as evidenced by a
final insp=ction, final payment to the Contractor sha11 not be
recommended by the Director of the Water Department for a
period of 30 days after the date of such final inspection,
unless the Contractor shall submit written evidence
satisfactory to the Director that ttie claim has been settZed
and a release has been obtained from the claimant involved.
If the claim concerned remains unsettled as of the expiration
of the above 3�-day perio3, 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 recomm�nded by the Director.
The Director shall not recommend final paym?nt to a Contractor
against whom such a claim For damag�s is outstanding for a
period of six months following the date of the acceptance o�
the work p�rformed 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
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2. Good faith efforts hav� been made to settlP such
outstanding claims, and such good faith efforts
have failed.
If condition (1) above is m�t at any tima within the six month
oeriod, the Director shall recommend that the final payment to
the Contractor be made. Ii condition (2) above is met at any
tim� within the six month p�riod, the Director r„ay recommend
that the final payment to the Contractor be n.=de. At the
C6-6 (9)
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expiration of the six month period the Director may recommend
that final payment be made if all other work has been
performed and all other obligations of the Contractor hays
been met to the satisfaction of the Director.
The Director may, if he deems it appropriate, refuse to accept
bids on other Wat2r Department Contract work from a Contractor
against whom a claim for damages is outstanding as a result of
work p�rformed under a City contract.
C6-6.13 CONTRACTOP.'S CLAIM FOR DAbLAGES: Should the Contractor
claim co�pensation for any alleged damage by reason oi 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 Engineer, settin� out in detail the
nature of the �llegzd damage, an� on or before the 25th day of
the month succeeding that in which any such damage is claimed
to have been sustainPd, the Contractor shall file with the
Engineer an itemized statemPnt oE tne details and amount of
such alleged damage and, upon request, shall give the Engineer
access to all books of account, receipts, voucners, bi11s of
lading, and other books or pap?rs containing any evidence as
to tne amount of such allzged damage. Unless sucl� statements
shall be filed as hereinabove required, the Contractor's claim
for compensation shall be waived, and he shall not be entitled
to pay�ent on account of such damages.
C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.:
In case it is necessary to change, move, or alt�r in any
manner the property of a public utility or others, the said
prooerty shall not be moved or intzrfered 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 oi making
such changes or repairs to their property tnat may be
necessary by the performance of this contract.
C6-6.15 TEriPOnARY SEWER AND DRAIN CONNECTIONS: hhez existing
sewer lines hava to b� taken up or removed, the Contractor
shall, at his own expense and cost, �roviae and maintain
tem�orar,� outlets and connections for all private or oublic
drains and sewers, Tne Contractor sha11 also take care of a11
s�wage and drainage wnich wi11 be re�eive3 from these drains
and =ew�rs, and for this purpose he shall provide and
nainta�n, at his own cost and expensa, adequate pumping
facilities and `AT�OrdCY outlets or diversions.
^he Ccntrz�tor, at his own cost and ex��nse, sha11 construct
such ��oughs, pipes, or oth�r structures necessa-v, and be
pre�a��d a� a11 times �o dis�ose of drai�age an� sewage
C6-6 (10)
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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 satisfactory manner
� so that no nuisance is created and so that the work under
construction will be adequately protected.
� C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE
CITY: When the Contractor desires to use City wat�r in
connection with any construction work, he sha11 make complete
�e and satisfactory arrangements with the Fort Worth City Water
.
Depart��ent for so doing.
_ City water furnished to the Contractor shall be delivered to
the Contractor from a connection on an existing City main.
� Al1 piping required beyond the point oF delivery shall be
installed by thz Contractor at his own expense. -
� The Contractor's responsibility in the use of a11 existing
fire hydrant and/or valves�.is detailed in Section E2-1.2 USE
�„i OF FIRE HYDRANTS AND VALVES in these General Contract
Docum�nts.
When meters are used to measure the wa�er, the charges, if
any, for water will be at the regular established rates. When
rri meters are not used, the charges, if any, wi11 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 WORK: 4tihenever, 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 Engineer, and such
�+r usage shall not be held to be in any way an acceptance of said
work or structure or any part thereof or as a waiver of any of
� the provisions of these Contract Documents. A11 necessary
repairs and removals of any section of the work so put into
use, due to defective materials or workmanship, e�uipment, or
to deficient operations on the part of the Contractor, shall
' be performe3 by the-Contractor at his own expense.
C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE kORK: Until
' written acceptance by the Owner as provided fer in these
Contract Documents, the work sha11 be under the charge and
care o� the Contractor, and he shall take ev�r�� necessary
�' orecaution to prevent injury or damag� to the wor:{ or any part
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C6-6 (11)
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thereof by action of the elements or from any cause
whatsoever, whether 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 NO WAIVER OF LEGAL RIGHTS: Insoection by the Engineer
or any order by the Owner by payment of money or any payment
for or acceotance 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
discovered in any
adjust the same t
Documents.
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the right to correct any error that may be '
estimate that may have been paid and to
o meet the requirements of the C�ntract
C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying
out the provisions of these Contract Documents or in
exercising any power of authority granted thereunder, there
sha11 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 SP.LES TAX: On a contract awarded by the City of
Fort Worth, an organization which qualifies for exemption
pursuant the provisions of P.rticle 20.04 (H) of the Texas
Limited Sales, excise, and lise Tax Act, tne Contractor may
purchase, rent or 1eas� all materials, supplies and equipment
used or consumed in the nerformance of this contract by
issuing to his supplier an exemption certificate in lieu of
the tax, said exenption certif icate to co�nply with State
Coa�otroller's kuling .007. Any such exemption certificate
issued by the Contractor in lieu of the tax shall b� subject
to an3 shall comply with the provisions of State Comotroller's
Ruling .011, and any other apolicable State Comptroller
rulings pertaining to the Texas Limi�ed Sales, Excis`, and Use
Tax P.ct.
- 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
o� Fort worth, an organization which qualifies for exemption
pursuant to the provisions of Article 20.04 (H) of the Texas
lirnited Sales, Excise, and Use Tax i:ct, the Cont�actor can
orobably b� eX�.��rJ�2� 1R tEIE SZ[il� manner St3t2Q �uDOV�.
C6-6 (12>
Limited Sale, Excise and Use Tax permits and information can
be obtained from:
Comptroller of Public Accounts
Sale Tax Division
Capitol Station
Austin, TX
C6-6 (13)
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PART C - GENERAL COhDITIONS
C7-7 PROSECUTZON AND PROGRESS
SECTZON C7-7 PROSECUTION AND PROGRESS:
C7-7.1 SUBLETTING: The Contractor shall perform with his own
organization, and 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 cor,tract. If
the Contractor sublets any part of the work to be done under
these Contract Documents, he wi11 not under any circumstances
be relieved of the responsibility and obligation assumed under
these Contract Documents. Al1 transactions of the Engineer
will be with the Contractor. Subcontractors will be
considered only in the capacity of employees or workmen of the
Contractor and shall be subject to the same requirements as to
character and competency. The Owner will not recognize any
subcontractor on the work. The Contractor shall at all times,
when the work is in operation, be represented either in pers on
or by a superintendent or other designated representatives.
C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not
assign, transfer, sublet, convey, or otherwise dispose of the
contract or his rights, title, or interest in or to the same
or any part thereof without the previous consent of the Owner
expressed by resolution of the City Council and concurred in
by the Sureties.
� If the Contractor does, without such previous consent, assign,
transfer, sublet, convey, br otherwise dispose of th� contrac t
A or his right, title, or interest therein or any part thereof,
to any person or persons, partnership, company, firm, or
• corporation, or does by bankruptcy, voluntary or involuntary,
or by assignment 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 or annulment, any monies due or to become due
under or by virtue of said contract shall be retained by the
Owner as liquidated damages for the reason that it would be
' impracticable and extremely difficult to fix the actual
damages.
C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any
� construction operation, the Contractor shall subnit to the
Engineer in five or more copies, if requested by ths Engineer,
a progress schedule preferably in chart or diagram _orm, or a
�+# brief outlining in detail and step by step tha manner of
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C7-7 (1)
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prosecuting the work 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.
Tne 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 a11 times as specified in the Special Contract Documents.
Any deviation from scuh sequencing shall be submitted to the
Engineer for his approval. Contractor sha11 not proceed with
any deviation until he has rzceived written approval from the
Engineer. Such specification or approval by the Engineer
shall not relieve the Contractor from the full responsibility
of the complete performance of the Contract.
The contract time may be changed only as set fortn in Section
C7-7.8 "Extension of Time of Completion" of this Agreement, '
and a progress schedule shall not constitute a change in the
contract time.
C7-7.4 LIMITATIONS OF OPERATIONS: The working operations
sha11 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 obstructed or closed or is carrying on operations in a
portion of a street or public way greater than is necessary
for the prooer execution of tne work, the Engineer may require
the Contractor to finisn the section on which operations are
in progress before the work is commenced on any additional
section or street,
C7-7,5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall
be used by the Contractor is available. The Contractor may
bring in from outside the City of Fort Worth his key men and
his sunerintendent. A11 other workmen, including equipment
ooerators, may be imported only after the local supply is
exhausted. The Contractor shall employ only such
superintendents, fore�en, and workmen who are car2ful,
compe�ent, and fu11y aualified to oerform the duties or tasks
assigned to them, and the Engineer may demand and secure the
sum:�ary dismissal of any pzrson or persons employed by the
Contractor ir. or about or on the work who, in the ooinion of
tne Owner, sha11 misconcuct himselr or be found to be
i:,con�etent, disres�ectful, intemperate, disnonest, or
C7-7 (2)
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otherwise objectionable or neglectful in the proper
pzrformance 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 thereon
without written consent of the Engineer.
All workmen shall have sufficient skill, ability, and
' experience to properly perforrn the work assigned to them and
operate any equipment necessary to properly carry out the
performance of the assigned duties.
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The Contractor shall furnish and maintain on the work a11 such
equipment as is considered to be necessary for prosecution of
the work in an acceotable manner and at a satisfactory rate of
progress. A11 equipment, tools, and machinery used for
handling materials and executing any part of the work sha11 be
subject to the approval of the Engineer and shall be
maintained in a satisfactory, safe and efficient working
condition. Equipment on any portion of the work sha11 be such
that no injury to the work, workmen or adjacent proper-ty will
result from its use.
C7-7.6 WORK SCHEDULE: El.�apse3 working days sha11 be computed
starting with the first day of work completed as defined in
C1-1.23 "WORKING DAY" or the date stipulated in the "WORK
ORDER" for beginning work, whichever comes first.
Nothing in th�ese Contract Documents sha11 be construed as
prohibiting the Contractor from working on Saturday, Sunday or
Legal Holidays, providing that the following requirements are
met:
a. A request to work on a soecific
Legal Holiday must be made to the
than the proceeding Thursday.
Saturday, Sunday or
Engineer no later
b. Any work to 'Qe done on the project on such a
specific: Saturday, Sunday or Legal Holiday must be,
in the opinion oE the Engineer, essential to the
timely completion of the project.
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The Engineer's decision shall be final in response to such a
request for approval to work on a specific Saturday, Sunday or
Legal Holiday, and no extra compensation shall be allowed to
the Contracto� for any work performed on such a specific
Saturday, Sunday or Legal �oliday.
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 Contractor
sha11 commence the working operations within the timP
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 sha11 maintain a rate of progress such as will
insure that the whole work will be performed 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 Or TIME COMPLETION: The Contractor's request
for an extension of time of comoletion 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 sha11 have occurred. Should an
extension of the time of completion be requested such request
will be forwarded to the City Council for approval .
In adjusting the contract time for completion of work,
consider3tion will be given to unforseeable causes �eyond 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 dat? of completion is base3 on a calendar day bid, a
request for extension of time because of inclement weather
wi11 not be considered. A request for extension of time due
to inability to obtain supplies and materials will be
considered o�ly when a rzview of the Contractor's purchas2
order dates and other pertinent data as requested by the
Engineer indicates that the Contractor has made a bo;�afide
attempt to secure delivery on schedule. This shall include
efforts Lo obLain the supplies and materials fron alternate
sources in case the first source cannot make delivery.
If satisfactory execution and completion of the contract
should require worx and materials in creater a��ounts or
quantities than those set forth in the approved Contract
Documents, thAn the contract time may be increased by Change
Order.
C7-7,9 DEL�YS: ^ne Contractor sha11 receive no co��ensation
for c�iay= c� ^:ir.d:ances to the w�rk� 2}:CeDt when cirect and
unavo'_Czp�_ 2Xtra cost to �ne Con�ractor is ca•�=ed bv the
izl�l:�2 OL �.(l2 C'_��' t0 �T'O�''_G'? '_i��Or�:�?�.lOfl OL" �;2.�=?'131� 1f
C%-% ��)
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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
oresented 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 bs final and binding. If delay
' is cause3 by specific orders given by the Engineers to stop
work, or by the performance of extra work, or by th� failure
of the City to provide material or necessary instructions for
carrying on the work, then such delay will entitle the
� Contractor to an equivalent extension of time, his application
for which shall, however, be subject to the approval of t�e
City Council; and no such extension of time shall release the
1 Contractor or the suret�• on his per.Eormance bond from all his
obligations hereunder wihich shall remain in fu11 force until
the discharge of the contract.
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C7-7.10 TIME OF COMPLETION: The time of completion is an
essential element of the contract. Each bidder shall indicate
in the appropriate place on the last page of the Proposal the
number of working days or calendar days that he will require
to fully complete this contract or the tim� of completion will
be specified by the Ci'ty in the Proposal section of the
contract documents.
` The number of days
, the timz required to
contract being bid
� successful bidder
completion specified
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indicated shall be a realistic estimate of
comolete the work covered by the specific
upon. The amount of time so stated by the
or the City will become the time of
in the Contract Documents.
For each calendar day that any work shall remain uncompleted
after thz 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 per day given in the following
schedule, unless otherwise specified in other parts of the
Contract Documents, will be deducted from monies due the
Contractor, not as a penalty, but as liquidated darages
suffered by the Owner.
AMOUNT OF CONTRP.CT
- Less than $ 5,000
$ 5,001 to $ 15,000
$ 15,001 to $ 25,000
$ 25,001 to $ 50,000
$ 50,001 to $ 100,000
� 100,001 to S 500,000
C7-7 (�)
inclusive S
inclusive $
inclusive $
inclusive $
inclusiv� S
inclusive S
35.00
45.00
63.00
105.00
154.00
210.00
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$ 500,001 to $1,000,000 inclusive $ 315.00
$1,000,001 to $2,000,000 inclusive $ 420.00
$2,000,001 and ov�r $ 630.00
The parties hereto understand and agree that any harm to the
City caused by the Contractor's delay in completing the work
hereunder in the time soecified by the Contract Documents
would be incapable or very difficult of accurate estimation,
and that the "Amount of Liquidated Damages Per Day", as set
out above, is a reasonable forecast of just compensation due
the City for harm caused by any delay.
C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall
suspend operations on such part or parts of the work ordered
by any court, and will not be entitled to additional
compensation by virtue of such court order. Neither will he
be liable to the City in the event the work is suspended by a
Court Order. Neither will the Owner b� liable to the
Contractor by virtue of any Court Order or action for which
the Owner is not solely responsible.
C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right
to suspend the work operation wholly or in part for such
period or periods of time as he may deem necessary due to
unsuitable �eather conditions or any other unfavoxable
conditions which in the opinion of the Owner or Engineer 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 eguipment and/or construction crews.
If it should become necessary to suspend work for an
indefinite period, the Contractor shall store all materials in
such manner that they will not obstruct or impede the public
unn�cessarily nor become damaged in any way, and he snall take
every precaution to orevent damage or deterioration of the
work performad; he sha11 provide suitable drainage about the
work, and erect temporary s�ructures where necessary.
Should the Contractor not be ablz to complete a portion of the
oroject due to causes beyond the control of and without the
fault or negligence of the Contractor as set forth in
Paragraph C7-7.8 EXTENSZON OF THE 'rIME OF COMPL�iION, and
should it be determined by mutual consent of the Contractor
and tha Engineer that a solution to allow constrLction to
proceed is not available within a reasonable perioc of time,
tnen tne Contractor ��a�� b� reimbursed for the cost of movina
his ecuio�ezt of` the job and returning the �ecessary
equipr,�er,t to th� jo� wher. i_ is determined by t�� �ngineer
C7-7 (6)
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that construction may b� resumed. Such reimbursement shall be
based on actual cost to the Contractor of moving 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.
The Contractor sha11 not suspend work without written notice
from the Engineer and shall proceed with the work operations
promptly when notified by the Engineer to so resume
op�rations.
C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY:
� Whanever, b�cause of National Emergency, so declared by the
President ot 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 listing a11 necessary items of labor,
materials, and equipment not ob�ainable. If, after
investigations, the Owner finds that such conditions existing
� and that th? 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 effort
-�- assist the Contractor in procuring and making available the
� necessary labor, materials and equipment within thirty days,
the Contractor may request the Owner to terminate the contract
and thz Ownzr may comply with the request, and the termination
' shall be conditioned and base3 upon a final settlement
nutually acceptable to both the Owner and the Contractor and
final payment sha11 b� r;�ade in accordance with the terms of
!11 the agreed settlement, which sha11 include, but not be limited
to, the payment for a11 work executed but no anticipated
profits on work which has not been performed.
� C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND P.NNULMENT OF
CONTRACT: The work operations on al1 or any portion or
section of the work under Contract shall be suspended
' immediately on written order of the Engineer or the Contract
may b� declared cancelled by the City Council for any good an3
sufficient cause. The following, by way of example, but not
� of limitation, may be considered grounds for suspension or
cancellation:
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a. Failure of the Contractor to comnence work
ooerations 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 provide and maintain
sufficient labor and equipment to properly execute
the working operations.
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Substantial evidence that the Contractor has
abandoned the work,
Substantial evidence that the Contractor has become
insolvent or bankrupt, or otherwise financially
unable to carry on the work satisfactorily.
f. Failure on the part of the Contractor to observe
any requirements of the Contract Documents or to
comply with any orders given 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, or any defects
of any nature the correction of which has been
directed in writing by the Engineer or the Owner.
h. Substantial evidence of 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
ma3e an unauthorized assignment of the contract or
any fur.ds due therefrom for the benefit of any
creditor or for any other purpose.
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If the Contractor shall zor any cause whatsoever
not carry on the working operation in an acceptable
�anner.
If the Contractor commences legal action agai�st
the Owner.
_ A copy of the suspension order or ac�ion of the City Council
sha11 be served on the Contractor's Sureties. when work is
suspended ior any cause or causes, or when the contract is
cancelled, the Contractor sha11 discontinue the work or such
part thereof as the Owner sha11 designate, whereupon the
Sur2ti�s ma:�, at t�eir option, assume tne contract or that
portion ther?o� whicn tne Ow�er has ordered the Co�tractor to
discontinue, an� c,��• parFo-� the sa�;;e o�- may, witn the written
C7-7 (8)
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, consent of the Owner, sublet the work or that portion of the
work as taken over, provided however, that the Sureties shall
exercise their option, if at all, within two weeks after the
� written notice to discontinue the work has been served upon
the Contractor and upon the Sureties or their authorized
agents. The Sureties, in such event shall assume the
� Contractor's place in all respects, and s;�all be paid by the
Owner for ali work performed by them in accordance with the
terms of the Contract Documents. All monies remaining due the
' Contractor at the time of this default shall thereupor. 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 Owner shall
� have the powez' to complete, by contract or otherwise, as it
r�ay determine, th� work herein described or such part_thereof
as it may deem necessary, and the Contractor hereto agrees
� that the Owner shall have th� right to take possession of and
use any materials, plants, tools, eq:iipment, supplies, and
property of any kind provided by the Contractor for the
� purpose of carrying on the work and to procure other tools,
, equipment, materials, labor and property for the completion of
the work, and to charge to the account of the Contractor of
said contract expense for labor, materials, tools, equipment,
� and all expenses incidental thereto. The expense so charged
sha11 be deducted by the Ownzr from such monies as may be du�
, or may become due at any time thereafter to the Contractor
under and by virtue of the Contract or any part thereof. The
Owner shz11 not be required to obtain the low�st bid for the
work completing the contract, but the expense to be deducted
� sha11 be th� actual cost of the owner of such wor;c.
In case such expenses sha11 exceed the amount wnich would hava
- been payable under the Contract if the sam� had been completed
� by the Contractor, then the Contractor and his Sureties sha11
pay the amount of such excess to the City on notic� 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 orovisions of this section, the Contractor shall
continue the renainder of the work in conformity with the
, terms of the Contract Docum�nts and in such a manner as to not
hinder or interfere with performance of the work by the Owner.
� C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be
consid�re� as havin� been fulfilled, save as provided in any
bond or.�o:�ds or by law, when a�l the w�rk a:�d a11 sections o�
�,y D3'_'t.5 O� �[':� D�Oj�Ct COV?�Z� b�' �"1'� C0:7�`.=cCt L7�C'�:['.�?:1t.5 hav�
C7-7 (9)
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been finished and completed, the final inspection made by the
Engineer, and the final acceptance and final payment made by
the Owner.
C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER:
A. NOTICE OF TERMINATION: The performance of the work
under this contract may be terminated by the Owner
in whole, or from time to time in part, in
accord�nce with this section, whenever the Owner
sha11 determine that such termination is in the
best interest of the Owner. Any sucn termination
shall be effected by mailing a notice of
termination to the Contractor specifying the extent
to which performance of work under the contract is
terminated, an3 the date uoon which such
termination becomes effective. Raceipt-of the
notice sha11 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 presu�ed and established that
such termination is made with just cause as therein
stated; and no proof in any claim, demand or suit
shall be reguired of the Owner regarding such
discretionary action.
B. CONTRACTOR ACTION: After receipt of a notice of
termination, and except as otherwise di•rected by
the Engineer, the Contractor shall:
l. Stop work under the contract on the date and
to the extent specifie� in the notice of
terminGtion;
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 periormance of
work terminated by the notice of termination;
4. transfer title to the Owner and
the manner, at the times, and to
if an��, dir�cteG by the Engineer:
deliver in �
the extent, �
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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
terminated by the notice of
termination; and
b, the completed, or partially completed
plans, drawings, infornation and other
property which, if the contract t�.ad
been completed, woul3 have been
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complete performance of such par� of the work
as shall not have been terminated by th�
notice of termination; and
6. take such action as may be necessary, or as
the Engineer may direct, for the orotection
and preservation of the prooerty related to
its contract 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 after 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 Enginear. Not later than 15 days
theraafter, the Ownar sha11 accept title to such
items provided, that the list submitted sha11 be
subject to verification by the Engineer upon
removal of the items or, if the items are stored,
within 45 days from the da�a of submission of the
list, and any necessary adjustments to correct the
list as submitted, shall be made prior to final
settlement.
C. TERMINATION CLAIM: Within 60 days after notice of
termination, the Contractor shall submit his
termination claim to the Engineer in the form and
with the certification prescribed by the Engineer.
Unless one or more extensions in writing are
granted by the Owner upon request of the
Contractor, made in writing within such 60-3ay
p�riod or authorized extension th�reo`, any and al1
such claims sha11 be conclusively deeme� wa�v?d.
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D. AMOUNTS: Subject to the provi�ions of Item
C7-7.16(C), the Contractor and Owner may agree upon
the whole or any part of the amount or amounts to
be paid to the Contractor by reason of the total or
partial termination of work pursuant hereto;
provided, that such agreed amount or amounts shall
never exceed the total contract price as reduced by
the amount of payments otherwise r�ade and as
further reduced by the contract price of work not
terminated. The contract sha11 be amended
accordingly, and the Contractor sha11 be paid the
agreed amount, No amount shall be due for lost or
anticipated profits. Nothing in C7-7.16(E)
hereafter, prescribing tne 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 dezmed to-limit,
restrict or otherwise determine or affect the
amount or amounts which may be agreed upon to be
paid to the Cont�ractor pursuant to this paragraph.
E. FAILURE TO AGREE: In the event of the failure oF
the Contractor and the Owner to agree as provided
in C7-7 . 16 ( D) upon the w;�ole amount to be paid to
the Contractor by reason of the termination of work
pursuant to this section the Owner sha11 determine,
on the basis of information 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 ar�ount due the
contractor under this section, there shall be
deducted (a) all unliquidated advance or otner
payments on �ccount theretofore made to the
Contractor, applicable to the terminated portion of
this contract; (b) any claim which th= Owner may
nav� against the Contractor in connectio:: with this
contract; and (c) the agreed price for, or the
proceeds o.E sale of, any materials, suoplies or
other things kept by the Contractor or so1d,
pursuant to the provisions of this clause, and not
otherwise r�coverzd by or credited to tha Owner.
�. ADJUSTMENT: If the termination hereunder be
oartial, prior to the s2t�lement of the terminated
portion of this cor.tract, tne Contrac�or nav file
with tne Engineer a reQuest in writ_;,c f�r an
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specified in the contract relating to the continued
portion of the �ontract (the portion not terminated
' by the notice oF termination), such equitable
adjustment as may be agreed upon shall be made in
such price or prices; nothing contained herein,
' however, shall limit the right of the Owner and the
Contractor to agree upon the amount or amounts to
be paid to the Contractor for the co�npletion of the
, continued portion of the contract when said
contract does not contain an established contract
price for such continued,portion.
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H. NO LIMITATION OF RIGHTS: Nothing contained in this
section sha11 limit or alter th= rignts which tha
Owner may have for termination of this contract
under C7-7.14 hereoF entitled "Suspension of
Abandonment of the work and Amendment of Contract"
or any other right which Owner may have for default
or breach oF contract by Contractor.
C7-7.17 SAFETY METHODS AND PRACTICES: Th� Contractor sha11 be
responsible for initiating, maintaining, and supervising all
safety precautions and programs in connection with the work at
a11 times and shall assume a11 responsibilities for their
enforcement.
� The �ontractor shall coinply with federal, state, and local
laws, ordinances, and re�ulations so as to protect person and
property from injury, including death, or damage in connection
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PART C - GENERAL CONDITIONS
C8-8 MEASUREMENT AND PAYMENT
� SECTION C8-8 MEASUREMENT AND PAYMENT
� C8-8.1 MEASUREMENT OF QUANTITIES: The determination of
quantities of work performed by the Contractor and authorized
by the Contract Documents acceotably completed under the terms
� of the Contract Docum�:�ts sha11 be made by the Engineer, based
on measurements made by th� Engineer. These measurements will
be made according to the United States Standard Measurements
1 used in common practice, and will. be the actual length, area,
solid contents, numbers, and weights of the materials and
items installed.
, CS-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is
set forth, the said "Unit Price" shall include the furnishing
by the Contractor of a11 labor, tools, materials, machinery,
� eguipment, 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, surface, and underground structures,
cleanup, finished, overhead expense, bond, insurance, patent
�,j fees, royalties, risk due to the elements and other causes,
delays, profits, injuries, damages claims, taxes, and all
� other items not specifically mentioned that may be required to
fully construct each item of the work complete in place and in
a satisfactory condition for operation.
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C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set
forth, the said "Lump Sum" shall represent the total cost for
the Contractor to furnish al1 labor, tools, materials,
machinery, equipment, appurtenances, and all subsidary work
necessary for the construction and completion of a11 the work
to provide a complete and functional item as detailed in the
Special Contract Documents and/or Plans.
C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and
accept the compensation, as herein provided, in fu11 payment
for furnishing all labor, tools, materials, and incidentals
for performing a11 work contemplated and embraced under these
Contract Documents, for a11 loss and damage arising out of the
nature of the work or from the action of the elements, for any
unforeseen defects or obstructions which may arise or be
encountered during th� prosecution of the work at any time
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before its final acceptance by the Owner, (exceot as provided
in paragraph CS-5.14) for all risks of whatever description
connected with the prosecution of the work, for a11 expense
incurred by or in consequence of suspension or discontinuance
of such prosecution of the working operations as herein
soecified, or any and all infringements of patents,
trademarks, copyrights, or other legal reservations, and for
co�gleteing the work in an acceptable manner accorcing to the
terms of the Contract Documents.
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 scceptance of the work, materials, or
equipment, nor in any way prejudice or affect the obligations
of the Contractor to repair, correct, renew, or replace at his
own and prooer expense any deFects or imperfections in th�
construction or in the strength or quality of the material
used or equipment or machinery furnished in or about the
construction of the work under contract and its appurtenances,
or any damage due or attributed to such defects, which
defects, imperfection, or'damage sha11 havz been discovered on
or before the `inal insoection and acceptance of work or
during the one year guaranty period aFter final acceptance.
The Owner shall be the sole judge of such defects,
imperfections, or damage, and the Contractor shall be liable
to the Owner for failure to correct the same as provided
herein.
C8-8.5 PP.RTIAL ESTIMATES AND RETAINAGE: Between the lst and
5th day of eac11 month the Contractor shall submit to the
Engineer a statem�nt showing an estimate of the value of the
work done during the pr�vious month, or estimate p�riod under
the Contract Documents. Not later than the lOtlz day of the
month the Engineer shall verify such estimate, and if it is
found to be acceotable and the value of work performed since
the las� partial payment was made exceeds one hundred dollars
($100.00) in amount, 90� of such estimated sum will be paid to
the Contractor if the total contract amount is less than
5400,000, or 95$ of such estimate3 sum will be paid to the
Contractor if the total contract amount is $400,000 or greater
within twentv-five (25) days aFt�r the regular estimate period.
The City wi11 have the op�ion of preoaring estimates on forms
Lurnished by the City. The partial estimate may include
acceptable nor.p�rishaole materials daliv�red to the work which
are to be incorporated into the work as a oernanent part
thereo`, but wnich at the thz time of the estimate have not
been installed. (such pavment will be allowed on a basis of
55�s o� tn� n�t invoica �-a1ue th�reof.) The Contrzccor shall
�'�''n-s:� t':�� ��:_-ne�- s��ch intormation as h� nav reJ•.:�st to aid
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him as a guide in the verification or the preparation of
par�ial estimates.
It is understood that the partial estimate from month to month
wi11 be approximate only, and all partial monthly estimates
and payment will be subject to correction in the estimate
rendered following the discov�ry of an error in any previous
estimate,and such estimate shall not, in any resoect, be taken
as an admission of the Owner of the amount of work done or of
its quality of sufficiency, or as an acceotance of the work
done or the release of the Contractor of any of his
responsibilitiPs under the Contract Documents.
The City reserves the right to withhold the paym�nt of any
monthly estimate if th� contractor fails to pzrform the work
strictly in accordance with the specifications or provisions
of this contract.
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C8-8.6 WITHHOLDING PAYMENT: Payment on any est-imate or
1 estimates may be held in abeyance if the performance of the
construction operations is not in accordance with the
requirements of the Contra,ct Docume:�ts.
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C8-8.7 FINAL ACCEPTANCE: Whenev�r the improvem�nts provided
for by the Contract Documents shall have been completed and
all requir�ments of the Contract Documents sha11 have been
fulfilled on the part of the Contractor, the Contractor sha11
notify the Engin�er in writing that the improvements are ready
for the final inspection. The Engineer shall notify the
appropriate officials of the Owner, will within a rzasonable
time make such final •inspe.ction, and if the work is
satisfactory, in an acceptable condition, and has been
comoleted in accordance with the terms of the Contract
Documents and all approved modifications thereof, the Engineer
will initiat� the processing of the final estimate and
recommend final acceptance oi the project and final payment
thereFor as outlined in :8-8,8 below.
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C8-8.8 FINAL PAYMENT: Whenev�r all the improvements provid�d
' for by the Contract Documents and all approved modifications
thereof shall hav� been completed and a11 requir�ments of the
Contract Documents have been fulfilled on the part of the
� Contractor, a final estimate showing the value of the work
will be prepared by the Engineer as soon as the necessary
measurements, computations, and checks can be made.
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estimatas upon which payment has been made are
necessary corrections or r�visions in the final
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The amount of the final estimate, less previous payments and
any sum that have been deducted or retained under the
provisions of the Contract Documents, wi11 be paid to the
Contractor within 60 days after final acceptance by the Owner
on a proper resolution of the City Council, provided the
Contractor has furnished to the Owner satisfactory evidence of
payment as follows: Prior to submission of the final estimate
for payment, the Contractor shall execute an affidavit, as
Furnished by the City, certifying that all persons, firms,
associations, corporations, or otner organizations furnishing
labor and/or materials have been paid in full, that the wage
scale established by the City Council in the City of Fort
Worth has been paid, and that 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 ooerate 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 CiLy relating to or connected
with the Contract. •
The making of the final paym�nt by the Owner sha11 not relieve
the Contractor of any guarantees or other requirements of the
Contract Documents which speciEically continue ther�aFter.
C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner
believes it has employed comoetent Engineers and designers to
prepare the Contract Documents and all modifications of the
� aoproved 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
op�rations of th� completed project, provided the Contractor
has complied with the requirements of the said Contract
Documents, all approved modifications thereof, ana additions
and alterations tnereto approved in writing by the Owner. The
burden of proof of such compliance shall be upon the
Contractor to show that he has complied wi�h the said
requirements of the Contract Documents, aporoved r.odifications
thereof, and all approved additions and alterations thereto.
CS-8.10 GENERAL GUARANTY: Neither the final certificate of
payment nor any provision in the Contract Documents nor
oartial or entirz occupancy or use of the pre<<;ises by the
Owner sna11 constitute an acceptance of work not done in
accordance witn the C.ontract Documents or relieve the
Contractor o� liability in resnect to any ex�ress warranties
or r�sponsi�ilit�.• ror faulty r�=_terials or wor:<:-�Zshi�. The
Co:�`ractor =:�a11 re;n�dy anY deEects o� danages in �,.� work and
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' pay for any damage to other work resulting therefrom which
shall appear within a oeriod of one year from the date of
final acceptance of the work unless a longer period is
, specified andshall furnish a good and sufficient naintenance
bond in th� amount of 100 percent of the anount of the
contract which shall assure the perFormance of the general
� guaranty as above outline. The Owner will give notice of
observe3 defects with reasonable promotness.
� C8-8.11 SliBSIDIARY WORK: Any and all work sp�cifically
governe3 by docum�ntary requirem�nts for the project, such as
condi�ior.s impo�sed by the Plans, the General Contract
� Documents or these Special Contract Docum�nts, in which no
speciEic it�;� for bid has been provided for in tn� Pro�osal,
r sha11 b� co�sid�re3 as a subsidiary item of work, �he c ost of
cahich sha11 b= included in the price bid in the Proposal, tor
each bid item. Surface restoration, rock excavation and
� cleanup are general it2ms of work which fall in the category
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C8-8.12 b:ISCELLANEOUS PLACEMENT OF MATERIAL: Material may be
allocate3 under v�rious bid iterts in th� Proposal to establish
uni� prices for miscellaneous placement of material. Thes�
mat=rials shall be used only when directed by th� Engineer,
depending on field conditions. Payment for miscellaneous
placement o� matarial will b� made for only that amount of
material us�ed, measured to the nearest one-t�nth unit.
Payment for misc�llaneous place:nent �f nat�rial shall be in
accord�nc� with the General Contract Documents re�ardless oi
the actual amoun� used for tne project. J
CS-8.13 RECORD DOCUMENTS: Contractor sha11 keep on record a
cooy of a11 specifications, plans, addenda, modi�ications,
shop drawin�s and sarnples at the site, in good order and
annotate� �o show all changes nadz during the ccnstruction
process. Tnese s�al1 be delivered to Engin�er upon comoletion
of the work.
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SECTION C1
SUPPLEMENTARY CONDITIONS
TO SECTION C
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SUPPLEMENTARY CONDITIONS TO PAR,T C
A. General
��I These Supplementary Conditions amend or supplement the General Conditions of the
Contract and other provisions of the Contract Documents as indicated below.
Ej; Provisions which are not so amended or supplemented remain in full force and affect.
B. Paragraph C3-3.2 should be deleted in its entirety and replaced with the following:
�`'" Upon request, Contractor agrees to provide to Owner complete and accurate
� information regarding actual work performed by a Minority Business Enterprise (MBE)
and/or a Woman Business Enterprise (WBE) on the contract and payment therefore.
Contractor further agrees to permit an audit and/or examination of any books, records
or files in its possession that will substantiate the actual work performed by an MBE
and/or WBE. The misrepresentation of facts (other than a negligent
�" misrepresentation) and/or the commission of fraud by the Contractor will be grounds
for termination of the contract and/or initiating action under appropriate federal, state
� or local laws or under appropriate federal, state or local laws or ordinances relating to
false statements; further, any such misrepresentation (other than a negligent
misrepresentation) and/or commission of fraud will result in the Contractor being
� determined to be irresponsible and barred from participating in City work for a period
of time of not less than three (3) years.
C. Part C- General Conditions: C3-3.7 Bonds, the paragraph after subparagraph d.
�' Change the paragraph to read as follows:
� "No sureties will be accepted by the Owner which are at the time in default or
���' delinquent on any bonds or which are interested in any litigation against the Owner.
All bonds shall be made on the forms furnished by the Owner and the surety shall be
� acceptable to the Owner. In order for a surety to be acceptable to the City, (1) the
name of the surety shall be included on the current U.S. �easury List of Acceptable
Sureties {Circular 870}, or (2) the surety must have capital and surplus equal to ten
� times the amount of the bond. The surety must be licensed to business in the state of
Texas. The amount of the bond shall not exceed the amount shown on the �easury list
or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the
� company writing the reinsurance must be authorized, accredited or trusteed to do
business in Texas."
D. Section C8-8.5 should be deleted in its entirety and replaced with the following:
Partial pay estimates shall be submitted by the Contractor or prepared by the City on
� the 5th day and 20th day of each month that the work is in progress. The estimate
shall be proceeded by the City on the lOth day and 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
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not been so installed. If such materials are included which a pay estimate, payment
shall be based upon 85%of the net voice value thereof. The Contractor will furnish the
Engineer such information as may be reasonably requested to aid in the verification
or the preparation of the pay estimate.
E.
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For contracts of less than $400,000 at the time of execution, retainage shall be ten
percent (10%). For contracts of $400,000 or more at the time of execution, retainage
shall be five percent (5%).
Contractor shall pay subcontractors in accord with the subcontract agreement within
five (5) business days after receipt by Contractor of the payment by City. Contractor's
failure to make the required payments to subcontractors will authorize the City to
withhold future payments from the Contractor until compliance with this paragraph
is accomplished.
It is understood that the partial pay estimates will be approximate only, and all partial
pay estimates and payment of same will be subject to correction in_the estimate
rendered following the discovery of the mistake in any previous estimate. Payment of
any partial pay Owner of the amount of work done or of its quality or sufficiency or as
an acceptance of the work done; nor shall same release the Contractor of any of its
responsibilities under the Contract Documents.
The City reserves the right to withhold the payment of any partial estimate if the
Contractor fails to perform the work in strict accordance with the specifications or
other provisions of this contract.
Part C- General Conditions: Paragraph C3-3.11: Delete subparagraph a.
Part C- General Conditions: Paragraph C3-3.11: Delete subparagraph g.
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SPECIAL CONDITIONS
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PART D - SPECIAL CONDITIONS
AWARDOF CONTRACT ................................................................................................................................................1
SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION
SUBMITT'ALS ..................................................................................................................................................................1
GENERAL......................................................................................................................................................................... 2
TAXEXEMPTIONS .......................................................................:................................................................................. 3
PROJECTDESIGNATION .............................................................................................................................................. 3
EQUAL EMPLOYMENT PROVISIONS ............................................................................................................................ 3
PRE-CONSTRUCTION CONFERENCE ......................................................................................................................... 3
COORDINATION MEETINGS .........................................................................................................................................3
PROJECTABANDONMENT .........................................................:................................................................................. 3
BREAKDOWN OF BID PROPOSAL ............................................................................................................................... 3
INDEMNIFICATION......................................................................................................................................................... 3
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW :.................................................................3
MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE .......................................................... 5
CALENDARDAY .............................................................................................................................................................6
SUBSIDIARYWORK .......................................................................................................................................................6
WAGERATES .....................................................................................................................:...........................................6
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EASEMENTSAND PERMITS ..................................................1......:............................................................................... 7
COORDINATION WITH FORT WORTH WATER DEPARTMENT .................................................................................. 7
DAMAGETO PRIVATE PROPERTY ............................................................................................................................... 7
SHOPDRAWINGS ..........................................................................................................................................................8
CROSSING OF EXISTING UTILITIES ............................................................................................................................ 8
EXISTING UTILITIES AND IMPROVEMENTS ................................................................................................................8
CONSTRUCTION TRAFFIC OVER PIPELINES ............................................................................................................. 9
TRAFFICCONTROL ....................................................................................................................................................... 9
PAYMENT................................................:............................................�,........................................................................ 9
DE LAYS .. . ........ .... ...... .... . ... .. ....... .... .. ... ...... ... .. .. ...... .. .. . ...... ..................... .......... . ... ... ... . ... .... . ... . .. . ...... ..... ....... ......... .. .... .... 9
DETOURS.......................................................................................................................................................................10
BARRICADES AND WARNING SIGNS ..........................................................................................................................10
"EXAMINATION OF SITE .................................................................................................................................................10
ZONINGCOMPLIANCE ..................................................................................................................................................10
WATERFOR CONSTRUCTION ..............................:......................................................................................................10
WASTEMATERIAL .........................................................................................................................................................10
CLEANUPFOR FINAL ACCEPTANCE ..................................................................................-.......................................10
PROPERTYACCESS .....................................................................................................................................................10
CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ....................................................................................10
SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ...............................................................................10
CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .......................................................................................11
SANITARY FACILITIES FOR WORKERS .......................................................................................................................12
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ..................................................................................12
RIGHTTO AUDIT ............................................................................................................................................................12
INCREASE OR DECREASE IN QUANTITIES ................................................................................................................12
CUTfINGOF CONCRETE ..............................................................................................................................................13
PROJECT DESIGNATION SIGN .....................................................................................................................................13
CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .........................................................................................13
MISCELLANEOUS PLACEMENT OF MATERIAL ...........................................................................................................13
TYPE��C�� BACKFILL ..................................................................•;....................................................................................13
CRUSHEDLIMESTONE BACKFILL ................................................................................................................................13
2:27 CONCRETE .............................................................................................................................................................14
TRENCH EXGAVATION, BACKFILL, AND COMPACTION ............................................................................................14
PAVEMENTREPAIR (E2-19� .....................................................:....................................................................................15
TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY .........................;...................................15
SANITARYSEWER MANHOLES ....................................................................................................................................16
SANITARYSEWER SERVICES .....................................................................................................................................18
NOTUSED ......................................................................................................................................................................18
REMOVAL, SALVAGE, AND ABANDONI�IENT OF EXISTING FACILITIES ...................................................................18
DETECTABLEWARNING TAPES ...........................................................................................:......................................19
PIPECLEANING .............................................................................................................................................................. 20
BARRICADES, WARNINGS, AND FLAGMEN ................................................................................................................20
DISPOSAL OF SPOIUFILL MATERIAL ..........................................................................................................................20
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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
D-81
D-82
D-83
D-84
D-85
D-86
MECHANICS AND MATER�ALMEN'S LIEN ....................................................................................................................20
SUBSTITUTIONS............................................................................................................................................................ 20
PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ................................................................20
VACUUM TESTING OF SANITARY SEWER MANHOLES ............................................................................................. 22
BYPASSPUMPING ......................................................................................................................................................... 23
POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ............................................................. 23
SAMPLES AND QUALITY CONTROL TESTING ............................................................................................................ 24
TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL ............................................................. 25
INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ........................................................................... 25
,
PROTECTION OF TREES,'PLANTS AND SOIL .............................................................................................................26
SITERESTORATION ...................................................................................................................................................... 26
CITY OF FORT WORTH STANDARD PRODUCT LIST .................................................................................................. 26
STATE REVOLVING FUND (SRF) REQUIREMENTS ....................................................................................................26
TOPSOIL, SODDING AND�SEEDING ..............................................................................................y.............................26
CONFINEDSPACE ENTRY PROGRAM ......................................................................................................................... 30
SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION .................................:............................................. 30
EXCAVATIONNEAR TREES ...............................................�.......................................................................................... 30
CONCRETE ENCASEMENT OF SEW�R PIPE ..............................................................................................................31
CLAYDAM ...................................................................................................................................................................... 3�1
EXPLORATORY EXCAVATION (D-HOLE) ..........................................................�..........................................................31
INSTALLATION OF WATER FACILITIES .....� ................................................................................................................ 31
SPRINKLING FOR DUST CONTROL ............................................................................................................................. 35
DEWATERING................................................................................................................................................................ 36
TRENCH EXCAVATION ON DEEP TRENCHES ............................................................................................................36
TREEPRUNING .................�.............................................................................................................................................36
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TREEREMOVAL ............................................................................................................................................................. 36
TESTHOLES .....................:............................................................................................................................................ 37
9702100_Spea_M7 PartD 042199.doc SC-ii 04/21/99
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PART D - SPECIAL CONDITIONS
FOR: MAIN M-7 DRAINAGE AREA SANITARY SEWR SYSTEM REHABILITATION AND IMPROVEMENTS
FORT WORTH, TEXAS
SEWER PROJECT NO. PS58-070580174670
D.O.E. NOS. 1732, 1893, AND 1894
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.
Q The following shall apply for contract documents with muitiple units of work. Each unit represents a separate project, each
with an individual M/WBE specification and proposal section. The proposal sections are arranged to ailow prospective bidders
° to submit bids on one unit, some of the units, or ail 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 shatl be made. The Contractor
shail comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE
reports for each Unit included in the Contract.
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Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total
allowable construction completion time period for all the units shall be the same as the unit with the longest construction time
period.
D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-
CONSTRUCTION SUBMITTALS
The contractor(s) shall execute and return the contract documents to the Department of Engineering within ten (10) working
days after notification by the City.
A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective,work order date will
be set at the pre-construction conference.
The contractor(s) shall be required to start construction on the project no later than ten (10) calendar, 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 meeting date. .
Per City ordinance 11923, the •contractor(s) shall submit the letters of intent or a copy of the agreements with the approved
M/WBE subcontractor(s) at or before the pre-construction conference. To expedite M/WBE compliance contractors are
strongly encouraged to submit the executed letters of intent (with MNVBE subcontractors) at the time of submittal of the
UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails
to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Time on the project will start to
accumulate at the end of the ten (10) days as stipulated above.
Additional submittals at time of pre-construction meeting shall include (but not limited to):
Contractors Work Plan and Schedule
Disposal Site for Waste Material Information
Sub-Contractor ldentification
Trench Safety De§ign (if required)
Confined Space Entry Program
Name and number of a responsible person for off hour emergencies
Project schedule which must reflect a project completion date to be determined by the completion time period
stipulated in the proposal section.
The pre-construction conference is intended as a forum between the contractor and the appropriate Ciry staff to go over the
project in detail and to afford the contractor the opportuniry to submit all the required documents listed above.
If the contractor fails to submit any of the requited documents, the contractor will not be allowed to begin work and time on the
project will start to accumulate.
9702100_Specs_M7_PartD 042199.doc SC-1 � 04/21/99
PART D - SPECIAL CONDITIONS
D-3 GENERAL
The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the
ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below:
1. Plans
2. Contract Documents
3. Special Conditions
The following Special Conditions stiall be applicable to this project and shall govem over any conflicts with the General
Contract Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to
faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City
Council of the City of Fort Worth and will be required to'replace at his expense any part or all of this project which becomes
defective due to these causes.
The City re erves 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 DepartmenYs 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 performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water
Department to perform such work in accordance with procedures described in the current Fort Worth Water Department
General Specifications, which general specifications shall govern performance of all such work.
This contract and project, where applicable, may also be governed by the two following publisli�ed specifications, except as
modified by these Special Provisions:
1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT
WORTH
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS
A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000
Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay �
item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in
either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort
Worth document �ather than Division � of the North Central Texas document.
Bidders shall not separate, detach or remove any portion, segment or sheets from the ��ontract document at any ti�me.
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 considereii unless it is tlelivered, 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.
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B. WITHDRAWING� PROPOSALS: proposals actually filed witb 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. Aft�r all proposals not requested for
non-consideration are opened an,d 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
9702100 Specs_M7_PaAD_042199.dac SC-2 04/21/99
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PART D -,SPECIAL CONDITIONS
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
prc�posal opening time, no further consideration will be given to the proposaL � _
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 sal2s tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in
the various amounts on the Proposal Fo'tm. The successful Bidder s�hall 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. PS58-
070580174670.
D-6 EQUAL EMPLOYMENT PROVISIONS
Contractor shall comply with City Ordinance Number 7278 as amended by City Q,rdinance Number 7400 (Fort Worth City
Code Sec$ions 13-A-21 through 12-A-29) prohibiting discrimination in employment practices.
The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance
by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to
the Contractor. Appropriate notices may be acquired from the Equal Employment Officer.
D-7 PRE-C(�NSTRUCTION CONFERENCE
Before the project'work order is issued, a pre-construction conference shall be held with representatives of the following
agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City
Departments (such as Traffic), interested utility companies (such as gas, telephone, and' electric), Design Engineer and the
successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference.
D-8 COORDINATION MEETINGS .
For coordination purposes, weekly meetings at the job site may be required to maintain ,the qroject on the desired schedule.
The Contractor shall be present at all meetings.
D-9 PROJECT ABANDONMENT
The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at
any time before the Contractor begins any construction work authorized by the City.
D-10 BREAKDOWN OF BID PROPOSAL
When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as
lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract.
D-11 INDEMNIFICATION
The Contractor °agrees to fully indemnify and save whole and harmless the City, Owner and Engineer from all costs or
D 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 the said Contractor, his agents,
servants and employees. The Contractor further 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 fprotect such work with all necessary lights, barriers, safeguards and
warnings as are provided for in said specifications and in �the ordinances of said City.
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D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
A. Definitions: !
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1. Certification of coverage ("ce�tificate"). A copy,� of a certi�cate of insurance, a certificate of authority to self-insure
issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCG84), showing
9702100_Spe� M7_PaRD 042199.doc SC-3 04/21/99
PART D - SPECIAL CONDITIONS
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 untii the contractor's/person's
work on the project has been completed and accepted by the governmenfal entity.
3. Persons providing services bn the project ("sub�ontractor" in §406.096)- includes all persons or entities performing
all or part of the services the contractor has undertaken to perform on the project, regardless of wtiether 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. "Senrices"
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 contractors current certificate of coverage ends during the duration of the project,
the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the 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 coverag� period showmon the current certificate of coverage ends during the duration-of the project.
F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter.
G. The contractor shall notify the g'overnmental 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 a person may v�rify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to:
1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any cpverage
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, qrior to that person beginning work on the project, a certificate of coverage showing that
coverage is being provided �for all employees of the person providing services on the project, for the duration of the
project;
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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 du�ation 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 showr� on the current certificate of coverage ends during the duration of the project.
5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter.
6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person
knew or should have known, of any change that materially affects the provision of coverage of any person providing
services on the project; and
9702100 Spe� M7 PartD_042199.doc- M SC-4 04/21/99
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PART D - SPECIAL CONDITIONS
fl7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the
certificates of coverage to be provided to the person for whom they are..providing services.
� 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is
representing to the governmental entity that all empioyees of the contractor who will provide services on the project
will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on
proper reporting of classification codes and payroli amounts, and that all coverage agreements wili be filed with the
� appropriate insurance carrier or, in the case of a self-irfsured, with the commission's Division of Self-Insurance
Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil
penalties or other civil actions.
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9., The contractors 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 govemmental 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 failitre to provide coverage.
This notice does not satisfy other posting requirements impOsed by the Texas Worker's Compensation Act or other
Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type
and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to
the worker population. The text for the notices shall be the following text, without any additional words or changes:
"REQUIRED WORKER'S COMPENSATION COVERAGE
The law requires that each person working on this site or providing services related to this construction project must be
covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or
materials, or providin�g 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 Workers 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 EN7ERPRISE (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
D 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 ftom 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 WhAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must
be submitted within five (5) city l�usiness 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 (MIWBE) on the contract and pa�nent thereof. Contractor further agrees to permit
an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by
an MBE and/or WBE. The misrepresentation of acts (other than a negli��ent misrepresentation) and/or the ;�ommission of
fraud by the Contractor will be grounds for termination of the contract and/x initiating action under appropriate federal, state,
� or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent
misrepresentation) and/or commission of fraud will result in the Co�tracto � being determined to be irresponsible and barred
from participating in City work for a period of time of not less than three years.
The Ciry 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 e'ffort", shall result in a bid being rendered non-responsive to
specifications.
� Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to
issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the
City's M/WBE office.
� The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Cot�tractor
may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the
M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/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) county marketplace at time of bid. The Contractor shall contact all such
M/V1/BE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable.
a9702100_Specs_M7 PartD 042199.doc SC-5 04/21/99
PART D - SPECIAL CONDITIONS
Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-
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responsive.
Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shail be given an opportunity
to perForm the work. Whenever 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 shali:
1. Make no unjustified changes or deletions in iYs M/WBE participation comrriitments submitted with or subsequent to
the bid, and,
2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the
contractor had represented he=would perform with his forces, the contractor shall notify the Ciry 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 th� 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. -
c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the
Contractor in preparing his M/VVBE Participation plan.
d. Default by the M/W BE subcontractor or supplier in the performance of the subcontractor.
Within ten (10) days afterfinal paymentfrom the City, the contractor shall provide the M/WBE Office with documentation
to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/V1/BEs.
D-14 CALENDAR DAY
Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragraph:
C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. TheaContractor will not be allowed to work on
Sundays or any holidays observed by the City of Fort Worth.
D-15 SUBSIDIARY WORK
Any and all work specifically governed by� documentary requirements for the project, such as conditions imposed by =the
Plans, the General Contract Documents or these Special Contract Documents, ih which no specific item for bid has been
provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included ,in the price
bid in the Proposal for each bid `item. Surface restoration, removal and replacement of fencing, and cleanup are general
items of work which fall in the category of subsidiary work.
D-16 WAGE RATES
The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of
Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall
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.
9702100_Specs_M7 PaAD_042199.doc
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CLASSIFICATION
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Air Tool Operator
Asphalt Raker
Asphalt Shoveler
Batching Piant Weigher
Carpenter
Concrete Finisher (Paving)
Concrete Finisher (Structures)
Concrete Rubber
Electrician
Fiagger
Form Builder (Str°uctures)
Form Liner .
Form Setter(Pav & Curb)
Form Setter (Structures)
Laborer, Common
Laborer, Utiliry
Mechanic
Oiler
Servicer
Painter (Structures)
Pipelayer
Blaster
POWER EQUIPMENT OPERATORS
Asphalt Distributor Operator
Asphalt Paving Machine
Broom or Sweeper Operator
Bulidozer
Concrete Curing Machine
Concrete Finishing Machine
Concrete Paving Joint Machine
Concrete Paving Joint Sealer
Concrete Paving Saw
D=17 EASEMENTS AND PERMITS
RATE
$9.00
$9.55
$8.80
$11.51
$10.30
$10.50
$9.83
$8.84
$15.37
$7.55
$9.83
$9.00
$9.24
$9.09
$7.32
$8.94
$12.68
$10.17
$9.41
$11.00
$8.98
$11.50
$10.29
$10.30
$8.72
$10.74
$9.25
$11.13�
$10.42
$9.00
$10.39
CLASSIFICATION
Concrete Paving Spreader
Slipform Machine Operator
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel
Foundation Drill Operator (Crawler Mounted)
Fouridation Drill Operator (Truck Mounted)
Front End Loader
Milling Machine Operator
Mixer
Motor Grader Operator (Fine Grade)
Motor Grader Operator
Pavement Marking Machine
Roller, Steel Wheel (Plent-Mix Pavements)
Roller, Steel Wheel (Other Fiatwheel or Tamping)
Roller, Pneumatic Self-Propelled Scraper
Scraper
Tractor - Crawler Type
Tractor - Pneumatic -
Traveling Mixer
Wagon-Drill, Boring Machine
Reinforcing Steel Setter (Paving)
Reinforcing Steel Setter (Structures)
Steel Worker - Structural
Spreader Box Operator
Work Zone Barricade
Truck Driver - Single Axie (Light)
Truck Driver - Single Axle (Heavy)
Truck Driver - Tandem Axle (Semi-Trailer)
Truck Driver - Lowboy/Float
Truck Driver - Transit Mix
Truck Driver - Winch ,
Vibrator Operator - Hand Type
Welder
RATE
$10.50
$9.92
$11.04
$10.00
$11.83
$9.96
$8.62
$10.30
$11.97
$10.96
$7.32
$9.06
$8.59
$8.48
$9.63
$10.58
$9.15
$8.83
$12.00
$13.21
$13.31
$14.80
$10.00
$7.32
$8.965
$9.02
$8.77
$10.44
$9.47
$9.00
$7.32
$11.57
� The performance of this contract requires certain temporary construction and/or right-of-entry agreements to perform work on
private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties
where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the
City was unabie to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement
� prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements which the City has
obtained are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort
Worth. Also, it shall be the responsibility of the Contractdr 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.
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The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event
additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from
the property owners involved for the use of additional property required. No additional payment will be allowed for this item.
D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT
During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor
shall be required to coordinate with the Water Department to determine the best times for deactivating� and activating those
lines.
D-19 DAMAGE TO PRIVATE PROPERTY
The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls,
pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate
pay item.
9702100 Spea M7_PartD 042199.doc SC-7 04/21/99
PART D - SPECIAL CONDITIONS
CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 1999
PART D - SPECIAL CONDITIONS
D-20 SHOP DRAWINGS
Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment and materials for this
project. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as
may be required by the Engineer for his review. Such review by the Engineer shall include checking for general conformance
with the design concept of the project and general compliance with information given in the General Contract Documents.
Indicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from
the plans and specifications unless such deviations are specifically identified by the method described below, and further
shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing
submittal are not change orders. The purpose of submittals, by ,the Contractor, is to demonstrate that the Contractor
understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he
intends to furnish and install, and by detailing the fabrication and in�tallation methods he intends to use. If deviations,
discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or
after submittals are processed, the design drawings and specifications shall govem. The Contractor shall be responsible for
all dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of construction,
coordination of his work with that of other trades and satisfactory performance of his work. The Contractor shall check and
verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the
submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any
deviation from the specified criteria shall be expressly stated in writing in the submittal.
Shop drawings shall be submitted for the following items prior to installation:
1. All pipe
2. Reinforced steel fabrication for structures
3. Cast Iron structural appurtenances
Shop drawings must be approved by the Engineer prior to the start of work.
D-21 CROSSING OF EXISTING UTILITIES
Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses
over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer
service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be
determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron
Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe•with
polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel
compression straps.
Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the
linear foot price of the appropriate bid item. -
D-22 EXISTING UTILITIES AND IMPROVEMENTS
The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility
for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that �
such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the
pay quantities in any manner whatsoever.
The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, servi�e lines, or other
properry exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection,
relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary
sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during
construction. The Cbntractor is liable for all damages done to such existing facilities as a result of his operations and any and
all cost incurred for the protection and/or temporary relocation of such facilities shall be included in the cost bid per linear foot
of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWEb. ,
Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or
service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans,
at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He
shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts
in grades and alignment.
Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the
City by material of equal value and quality as that damaged.
9702100_Sp� M7_PaAD_042199.doc SC-$ , 04/2�/99
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PART D - SPECIAL CONDITfONS
In case it is necessary to change or move the property of any Owner of a putilic 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 damape to the existing or new pipe will be repaired'or replaced by the Contractor, at the Contractor's expense, to
the satisfaction of the City.
In locations where it is not permissible to cross the existing or proposed pipes witho�t additional protection the Contractor
may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is,
however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results
from any phase of his construction operation.
D-24 TRAFFIC CONTROL
The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the
provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued underrthe
authority of the "State of Texas Uniform Act Regulating Tra�c 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.
The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected
D by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the
Transportation/Public Works Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the
case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign 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 not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in
place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent
sign can be reinstalled, 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.
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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 tra�c
control shall be subsidiary to the unit prices for this project.
D-25 PAYMENT
Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in
the linear foot bid price of the pipe except as follows:
1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer
manholes regardless of location.
2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is
not being replaced in the same trench, i.e., wheR removal requires a separate trenching operation.
D-26 DELAYS
The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra
cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be 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
9702100_Specs_M7_PartD 042199.doc SC-9 04/21/99
PART D - SPECIAL CONDITIONS
to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for
carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which
shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or
the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the
contract.
D-27 DETOURS
The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian
facilities and to the flow of vehicular and pedestrian tra�c within the project area.
D-2� BARRICADES AND WARNING SIGNS
Barricades, warning and detour signs shall conform to the Standard Specifications'"Barriers and Warning and/or Detour
Signs," Item 524, and/or as shown on the plans. Construction signing and bar�icades 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 $hall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as
may be necessary to determine all conditions which may affect construction of this project. Particular attention should be
given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing
improvements and disposition of all materials to be removed. Proper consideration should be given to these details during
the preparation of the Proposal and all unusual conditions which'may give rise to later contingencies shbuld be brought to the
attention of the Owner prior to the submission of the Proposal.
D-30 ZONING COMPLIANCE
During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth
in the use of vacant property for storage purposes:
D-31 WATER FOR CONSTRUCTION
Water for construction will be furnished by the Contractor at his own ekpense.
D-32 WASTE MATERIAL •
All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations
approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not
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 �een 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 representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other
construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance
of the completed project work shall be given by the City of Fort Worth Department of Engineering.
D-34 PROPERTY ACCESS
Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer.
D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK '
Prior to executing the Contract, it shall be the responsibiliry 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 HIGH VOLTAGE LINES
1'he following procedures will be followed regarding the subject item on this contract:
1. A warning sign not less than five inches by seven inches, painted yellow with �lack letters that are legible at twelve
feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers,
9702100 Spea M7 PartD_042199.doc SC-10 04/21/99
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PART D - SPECIAL CONDITIONS
hoisting equipment or similar apparatus. The waming sign shali read as follows: "WARNING - UNLAWFUL TQ
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-ty{�e 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, noti�cation shall be given the power company
D (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.
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4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary
relocation or raising of high voltagE lines at the Contractor's sole cost and expense.
5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in
Paragraph (3).
D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS
The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or
employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for
damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, whether real or
asserted, arising out of or incident to the services relating to the project to be perFormed by said Contractor, its officers,
agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the
part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to
assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of
whatsoever kind or character, occurring during the term. of this agreement and arising out of or by reason of service,
covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise
covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or
damages to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of
or in connection with or resulting from any and all acts or omissions of the Ciry, 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 inspecti�n, final
payment to the Contractor shall not be recommended by the Director of Department of Engineering for a perio� of 30 days
after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the
claim has been settled and a release has been obtained from the claimant involved.
Although the claim concerned remains unsettl�d as of the expiration of tiie 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 am�'Unt equal to the
total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the
performance of such work, and such semi-final payment may then be recommended by the Director.
The Director shall not recommend finfil 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 satisfactoryYto 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 outstanding class, and such good faith efforts have failed.
If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to
the Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may recommend
that the final payment to the Contractor be made. At the expiration of the six-month period, the Di�ector may recommend that
final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the
satisfaction of the Director.
The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a
Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract or under a
developer-let contract for City of Fort Worth street and/or storm drainage facilities. .
9702100_Specs_M7_PartD_042199.doc SC-11 04/21/99
PART D - SPECIAL CONDITIONS
D-38 SANITARY FACILITIES FOR WORKERS
The Contractor shall provide all necessary sanitary conveniences for the use of workers at the project site. Specific attention
is directed to this requirement.
D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE Pl1BLIC
The Contractor's particular attention is directed to �he requirements of Item C-6-6, "Legal Relations and Responsibilities to the
Public" of the Fort Worth General Conditions. �
D-40 RIGHT TO AUDIT
A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have
access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the
Contractor involving transactions relating to this contract. Contractor agrees that the City shall �have access during
normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in
order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable
advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor
agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access
to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such
subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working
hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct
audits in compliance with the provisions of this article together with subsection (c) hereof. Ciry shall give subcontractor
reasonable advance notice of intended audits.
C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to
reimburse Contractor for the cost of copies as follows:
1. copies and under - 10 cents per page
2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter
D-41 INCREASE OR DECREASE IN QUANTITIES
The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all pay item quantities
prior to submitting a bid.
When the quantity of the work to be done or materials to be furnished under any pay item of the contract is more,than 125%
of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon
demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the
contract.
When the quantity of the work to be done or materials to be fumished under any pay item of the contract is less than 75% of
the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand,
shall be entitled to negotiate for revised �consideration on the portion of work below 75% of the quantity stated in the contract.
This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract.
In the event Owner and Contractor are unable to agree on a negotiated �price, Owner and Contractor agree that the
consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the
Contractor and Director of Deparfinent of Engineering and Contractor and Director of Department of Engineering and
approved by the Ciry Council after said work is completed, subject to all other conditions of the contract. As used herein; field
cost of the work will include the cost"of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies,
trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and simitar
operating expenses; and a ratable portion of premiums on performance and payment bonds, p�9blic liabifiry; Workers
Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineering will direct
the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and
the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor
and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and
compensate him for profit, overhead, general supervision and field office expense, and all other elements of.cost and
expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director
o'f Department of Engineering access to all accounts, bills and vouchers relating thereto.
9702100 Spe� M7_PaAD_042199.doc SC-12 04/21/99
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D-42 CUTTING OF CONCRETE
When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of
the respective item.
D-43 PROJECT DESIGNATION SIGN
PART D - SPECIAL CONDITIONS
Q Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs
may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. In
addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or
replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere
� with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they
shall be 1'-0" by 2'-0" in size. The information box shall have the folJowing information:
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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
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Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be
considered as a subsidiary cost of the project and no additional compensation will be allowed.
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT
At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks
and/or driveways shall be completely replaced for the full existing width, between 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 material"s and all other associated appurtenances, required, shall be included
in the square yard price of the bid item for concrete sidewalk or driveway repair.
D-45 MISCELLqNEOUS 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 directe by the Engineer, depending on field conditions. Payment for
miscellaneous placement of material will be made for only t at amount of material used, measured to the nearest one-tenth
unit. Payment for miscellaneous placement of material Shall be in accordance with the General Contract Documents
regardless of the actual amount used for the project. �
D-46 TYPE "C" BACKFILL
Excavated material used for Type "C" backfill must be rriechanically compacted unless the Contractor can furnish the
Engineer with satisfactory evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report
from an independent testing laboratory and must include rdpresentative 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 granul�ar in nature, contai�ing 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, Construction Specifications, General Contract Documents.
9702100_Specs_M7_PartD_042199.doc SC-13 04/21/99
PART D - SPECIAL CONDITIONS
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 rypical sections for Pavement and Trench Rep�ir for l�tility 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 backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or
future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract
Documents and Specifications except as specified herein.
A. TRENCH EXCAVATION: In accord2nce 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 sh�ll be backfilled above the top of the
embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically
compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated
material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include
representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes.
If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the
test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements.
When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used.
In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D.
Sand material specified in Figure(s) A-D shall be obtained from an approved source and shall consist of durable particles
free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet�the following gradation:
Size Sieve
#4
#16
#50
#100
#200
% R'etalned
0-5
0-20'
�-50
60-95
90-100
(P.I. = 8 or less)
C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside
ewsting or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by
means of tamping only.
Trenches which lie under existing or future pavement shall'"be backfilled per Figure A with 95% Standard Proctor Density
by jetting, mechanical tamping, or a combination of inethods. Backfill rri'�terial to be mechanically tamped must be within
+-4°/a of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of
water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used
and the operation can be performed without damage to the installed pipe.
The City, at its own expense, will perform trench compaction tests per A.S.T>.M. standards, on all trench backfill. Any
retesting required as a result of failure to compact the backfill material to meet the standards will. be at the expense of the
Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be
performed at two (2) foot vertical inteNals beginning at a level two (2) feet above the top of the installed pipe and
continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor
will be responsible for providing access and trench safety,system to the level of trench backfill to be,tested. No extra
9702100_Specs_M7_PartD_042199.doc SC-14 04/29/99
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PART D - SPECIAL CONDITIONS
compensation will be allowed for exposing the backfiil laqer to be tested or providing trench safery system for tests
cond�.rocted by the City.
D. MEASUREMENT AND PAYMENT: All material, inciuding any and all Type "B" backfiil, and labor costs of excavation and
backfill will be included in the price bid per linear foot of water and sewer pipe.
D-50 PAVEMENT REPAIR (E2-19�
The unit price bid under the appropriate bid item of the proposai shall cover all cost for providing pavement repair equal to or
superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for
Pavement and Trench Repair for Utility Cuts, Figures 1 through 5.
All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum
of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with
required materials as shown on paving details, compacted and level with the finished street surface. This �nished grade shall
be maintained in a serviceable condition until the paving has lieen replaced. All residential driveways shall be accessible at
night and over weekends.
It has been determined by the Transportation and Public Works Department that the strip of existing HMAC pavement
between the existing gutter and the edge of the trench pavement repair will not f�old up if such strip of existing pavement is
finro (2) feet or less in width.
Therefore, at the�locations in the project where the trench wall is three {3) feet or less from the lip of the existing gutter, the
Contractor shall be required to remove the existing paving to 'such gutter. The pavement repair shall then be made from a
minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line.
The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit
repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the
earliest possible date.
.A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in
conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of
Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done
under a Performance Bond and inspected by the Department of Engineering.
D-51' TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY
A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5)
feet in order to protect workers from cave-ins. The requirements of this item 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.
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 arid shall be the
minimum governing requirements for trench safety.
C. DEFINITIONS:
1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the
depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet.
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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 sid4s of a trench that are inclined away from the excavation.
� 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield
means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the
structure. Shields can be permanent structures or can be designed to be portable and move along as the work
progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards.
5. SHORING SYSTEM - Sho'ring means a structure such as a metal hydraulic, mechanical or timer system that
supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised
of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting.
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� 9702100 Specs M7 PartD_042199.doc SC-15 04/21/99
PART D - SP�CIAL CONDITIONS
6. MEASUREMENT = Trench depth is the vertical measurement from the top of the existing ground to the bottom of the
pipe or structures. The quantity of trench safety systems shall be based on the finear foot amount of trench depth
greater than five (5) feet.
7. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and
incidentals necessary for the installation and removal of trench safety systems.
D-52 SANITARY SEWER MANHOLES
A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on
the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified
by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve
Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless
amended or superseded by requirements of this Special Condition.
1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. .
2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewgr
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. LIF� HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the
outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the
manhole with quick setting cement grout.
4. FINAL RIM EL' EVATIONS: Manhole rims in parkways, lawns and other imp"roved 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 frorp the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the
ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area
regarded near the manhole.
Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or
minimum of 6 inches above grade.
5. MANHOLE COVERS: All lids shall have pick slofs in lieu of pick holes. Manhole frames and covers shall be
McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame
and shall have no larger than 1/8 inch gap befinreen the frame and cover. Bearing surfaces shall be machine
finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas
specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use
where locking lids are specified.
6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth�is four (4j�feet or
less. All shallow cone manholes shall be built in accordance with.,Figure 105. All shallow cone manholes shall have
a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED.
7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole.
8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar
epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-450 Heavy Tnemecol," or equat to, a minimum or 14
mils dry film thickness.
9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City
of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall
require Bitumastic joint sealants as per Figure M.
This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick, or
equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-Sectional area or flat-tape and
shall be si�ed as recommended by the manufacturer and approved by the Engineer. Th,e 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 shrinki�g, 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.
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9702100_Spea_M7_PartD 042�399.doc SC-16 � 04/21/99 �
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� B. EXECUTION:
PART D - SPECIAL CONDITIONS
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
accor�ance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint
sealant until immediately prior to the placerhent of the pipe in the trench. After removal of the protectiv� wrapper, the
� joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings re�ting
on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint
sealer.
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2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement)
adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping
the sides of the trench nearly vertical.
Remove manhole frame fi'bm 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, block materials other than pre-cast concrete rings, or where necessary and approved by the
Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop
section will be the only �djustments allowed.
In brick or block manholes, replace the upper portion of the ma�hole to a point 24 inches below the frame. If the
walls or cone section below thi� level are structurally Unsound, n tify the Engineer prior to repl�cement of the grade
rings'and manhole frame. Existing brickv�ork, if damaged by th� Contractor, shall be replaced at the Contractor's
expense.
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Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole
surfaces with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a
smooth working surface.
If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section
shall be installed.
Joint surfaces 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 �long the inside and outside edge of each joint, or
use trowelable material in lieu of pre-formed gaskef 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 manFtole frame.
0 In paved area�' 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 ele�ation. Allowances fo.r the compression of the joint material shall be
made to assure a proper final grade elevation.
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3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar
epoxy. 'Kopper "Bitumastic Super Service Black"; Tnemec °46-450 Heavy Tnemecol", or equal, to a minimum of 14
mils dry fitm thickness.
4. The e�erior surface of all pre-cast section joints shall be tho,roughly cleaned with a wire brush and then
waterproofed with a 1/2-inch thick coat of trowelable bitumastic jbint 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 pric� 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, backfill, disposal of materials, joint sealing, lift hole
sealing, exterior surface coating and pavement repair.
The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary
#ar 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.
97021� Specs_M7 PartD_042199.doc SC-17 04/21/99
PART D - SPECIAL CONDITIONS
D-53 SANITARY SEWER SERViCES
Any recoranection, relocation, re-routes, replacement, or new sanitary sewer service shall be �equired as shawn on the plans,
and/or as described in these Special Contact Documents in addition to those located in the field and ideniified by the
Engineer �as active seMrer 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 requirecl. 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 �ttings 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 service lines shall be replaced to the
property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using
pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures
listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the
incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such
as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated app�{rtenances required
shall be included in the price bid for Sanitary Sewer Taps.
B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted
and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If
the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work •
shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer
services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Connection to the
existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene
coupling A.S.T.M. C-425 with series 300 stainless steel compression straps.
Payment for work and materials such as backfill, pipe fittings, surface restoration on private property (to match existing),
and all other associated work for service replacements in excess of four (4) linear feet shall be included in tFie linear foot �
price bid for sanitary sewer service line replacement. Payment for all work and material involving the "tap" shall be
included in the price bid for sanitary sewer service taps.
D-54 NOT USED
D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Q
Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or
described in these Special ContracC Documents in addition to those located in the field and identified by the Engineer. This
work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General
Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition.
A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and
returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of
Materials.
B. SALVAGE OF EXISTING WATER METER AND CONCRETE UAULT LID: Ekisting 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 poirit not less than 18 inches below final
grade. The concrete vault shall then be backfilled and compacted in accordance•with backfill method as specified in
Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface
restoration shall be compatible with existing surrounding surface and'"grade.
C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water
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
surrouncling surface 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 E�2-1.5 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
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9702100_Specs_M7_PartD_042199.doc SC-18 04/21/99 �
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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 piace to a point not less than 18 inches below final
•grade. Co'ncrete shall then be used as backfiil material to match existing grade.
F. ABANDONMENT OF EXISTING VAULTS: Vault,s to be demolished in place shali 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 �2-2.9 Backfill. Backfiil material shali be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding
grade.
G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the
structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter
section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted °in
accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed
sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with
surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) a,nd 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 sectian shall be removed.
The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9
Backfill. ,Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface
restoration shall be compatible with surrounding surface.
� I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug,. and
block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and
plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be
included in the linear foot bid price of the pipe, unless separate trenching is required.
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J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractors 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
PART D - SPECIAL CONDITIONS
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. 7he detectable tap� shall be "Detect Tape" manufactured by Allen
Systems, Inc. or approved equal, and shal,l consist of a minimum thickness 0.35 mils solid aluminum foil encased in a
protective inert plastic jacket that is impenrious to all known alkalis, acids, chemical reagents and solvents found in the soil.
The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum
unit weight of 2% pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows:
TVpe Of Utilitv
Color Code
Leaends
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 close to the grade as is
practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for
work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall b�e included
in the unit �rice bid for the approp�iate bid item(s).
9702700 Spea M7_PartD 042199.doc SC-19 04/21/99
PART D - SPECIAL CONDITIONS
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.
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D-58 BARRICADES, WARNINGS, AND FLAGMEN�
Reference Part C- General Conditions, Section C6-6.8 Barricades, Wamings, and Watchmen:
A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen.
B. In the first paragraph, lines five (5) and six (6), change the phrase "take ail such other precautionary measures" to "take
all reasonable necessary measures".
�D-59 DISPOSAL OF SPOIUFiLL IV�`ATERIAL
Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as
the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to
dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the
Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All
disposal sites must be.approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit.
A floodplain permit can be issued, upon approval of necessary Engineering studies. No fill permit is required if disposal sites
are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a le,�ter signed by the Administrator
stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any
expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's
expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the
administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall
remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and
this section.
D-60 MECHANICS AND MATERIALMEN'S LIEN
The Contr.actor shall be.requ�red 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 "qr equal", or "or approved equal" is used, it is
understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as
the particular trade name was used for the purpose of establishing a standard of quality acceptable to:the City. If a product of
any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is
procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not
necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the
Contractor shall have the full responsibili�y of proving that the proposed substitution is, in fact, equal, and the Engineer, as the
representative of the Cify, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as
related to "substitutions" shall be applicable to all sections of these specifications.
D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
A. GENERAL; Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except
where being replaced in the same location), or �ehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe,
slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer, service taps, other
sewer laterals and their location. Work shall consist of 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 arid 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.
9702100 Specs_M7_PaAD_042199.doc SC-ZO 04/21/99
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PART D - SPECIAL CONDITIONS
Hydraulically Propelled Equipment shall be of a movable dam ty,pe and be constructed in such a way that a portion
of the dam may be coilapsed 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 designated sewer manholes shall be cleaned using high-velocity jet equipment.
The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the
sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the
equipmerit shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot
be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage
exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is
necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily.
No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from
the City Water Distribution System, the Contractor shall apply for and receive permission from the Water
Department. The Contractor shall be responsible for the water mete� and related charges for the setup, including the
water usage bill. All expenses shall be considered incidental to clea�ing.
� 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rocW, grease, and other solid or semisolid material
resulting from the cleaning operation shall be remqved at the dowhstream 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 perm tted. '
0 4. All solids or semisolid resulting from the cleaning operations shall b' removed from the site� and disposed of at a site
designated by the Engineer. All materials shall be removed from the site no less often than at the end of each
workday and disposed of at no additional cost to the City. �
� 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS EMOVED THEREFROM BE DUMPED ONTO
STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS R SANITARY SEWER MANHOLES.
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6. TELEVISION INSPECTION EQUIPMENT: The television camera �sed for the inspection shall be one specifically
designed and constructed for such inspection. Lighting for the cam�ra shall be suitable to allow a clear picture of the
entire periphery of the pipe. The camera shall be operative in 101)% humidity conditions. The camera, television
monitor, and other components of the video system shall be capab e of producing picture quality to the satisfaction
of the Engineer; and -if unsatisfactory, equipment shall be renioved and no paym'snt will be made for an
unsatisfactory inspection.
B. EXECUTION:
1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate,
stopping when necessary to permit proper documentation of any s�wer service taps. In no case will the television
camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and
powered rewinds or other devices that do not obstruct the camera yiew or interfere with proper documentation shall
be used to move the camera through the sewer line.
When manually operated winches are used to pull the tel�visiorl camera through the line, telephones of other
suitable means of communications shall be set up befinreen the tlivq manholes of the section being inspected to
ensure good communications between members of the crew. ,
The imoortance of accurate distance measurements is emahasized�. 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 walkin� 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 b;e at the option of the Contr�actor. The cost of
retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be
incidental to Television inspection:• �
� 2. DOCUMENTATION: Television Insp�ction Logs: Printed location'records shall be kept by the Contractor and will
clearly show the location in relation to an adjacent manhole of eac sewer service taps observed during inspection.
In addition, other points of significance such as locations of unu ual conditions, roots, storm sewer connections,
D broken pipe, presence of scale and c�orrosion, and other discernible features will be recorded, and a copy of such
records will be supplied to the City.
0 9�02100_Sp� M7_PartD 042199.doc SC-2� � 04/21/99
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PART D - SPECIAL,CONDITIONS
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: Ti1e 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 saine speed that it was
recorded. The television tapes shall be furnished to the Ciry 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 hy the Engineer. Tapes shall not be erased without the permission of the
Engineer.
If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to
locate service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no
additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer,
no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not
televised or portions where manholes cannot be negotiated with the television camera.
THE TAPES SHALL BE SUBMITT'ED 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 particula� piece of sewer can be
readily evaluated as to existing sewer� conditions and for providing appropriate means for review of the tapes by the
Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal
dump site.
Television inspection shall, include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image
required for line analysis.
The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be
televised or rehabilitated, the cleaninc� of that portion of line shall be incidental and no payment shall be made.
The City mak'es no guarantee that all of the sanitary sewers to be enterea 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 bi�i price for TV Inspections. The cost of retrieving the TV Camera, under all circuinstances, when it
becomes lodged during inspection, shall be incidental to N Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular
sewer service to the area residents. All bypass pumping shall be incidental to the project.
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES
A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manhqles.
B. EXECUTION:
1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes shall be plug�ed, and all
• drop-connections and gas sealing connections shall be installed prior to testing.
The sewer lines entering the manhole shall b,e plugged and braced to prevent the plugs° from being drawn into the
manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The
test head shall be placed inside the frame at ,the top of the manhole and inflated in accordance with the
manufacturer's recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump
will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required
test time shall be determined from the Table I be�ow in accordance with ASTM C1244-93:
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PART D - SPECIAL CONDITIONS
� Table I
MINIMUM TIME REQUIRED FOR VACUUM DROP
OF 1" Hg (10"Hg - 9"Hg) (SEC)
Depth of MH. 48-inch Dia. 60-Inch Dia.
(FT.) Manfiole Manhole
0 to 16' 40 sec. 52 sec.
18'
20'
22'
24'
26'
28'
30'
For Each
45 sec.
50 sec.
5� sec.
59 sec.
64 sec.
69 sec.
74 sec.
5 sec.
59 sec.
65 sec.
72 sec.
78 sec.
85 sec.
91 sec.
98 sec.
6 sec.
Additional 2'
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2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-
Q 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 conforms to the construction material of the manhole. The manhole shall be retested
as described above until it has successfully passed the test. .
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Following completion of a successful test, the manhole shall be restored to its normal condition, ail temporary piugs
shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to
the Engineer.
C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum
test. This price shall include all material, labor, �quipment, 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�i{�cidental to
rehabilitation or replacement of the sewer line.
D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
� A. GENERAL: After construction, ALL section"s of sanitary sewer lines shall have a television inspection perFormed. Work
shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of
closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be
inflicted by the improper use of cleaning equipmerit. "
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B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically
designed and constructed for such inspection. L• ighting 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
s�o2� oo_specs_M7_PartD_042199.doc SC-23 04/21/99
PART D - SPECIAL CONDITIONS
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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 vi�w or interfere with proper documentation shall
be used to move the camera through the sewer line.
When manually operated winches are used to pull the television camera through the line, telephones or other
suitable means of communications shall be set up between the two manholes of the s�ction 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 ser,vice 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, whet� 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 televisiorr 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 obseryed during inspection.
All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be
supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of
problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not
interfere with the Contractor's operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem p�
areas of the lines th�t may be replayed. Video tape recording playback shall be at the same speed that it was a
recorded. The television tapes shall be furnished to the City for ceview 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 p�
Engineer. Tapes shall not be erased without the permission of the Engineer. I f
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If the tapes are of such qoor aualitv that the Enaineer is unable to evaluate the condition of the sewer line or to
locate service connections, the Contractor shall be reauired to re-televise and provide a�ood taqe of the line at no p�
�dditional cost to the Citv. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, I I
no payment for televising this portion shall �be made. Also, no payment shall be made for portions of lines not ���
televised or portions where manholes cannot be negotiated with the television camera.
D. PAYMENT `OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-
construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall
provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer
conditions and for providing appropriate means for review of the tapes by the Engineer.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image
required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All
costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular
sewer service to the area residents. All bypass pumping shall be incidental to the project.
D-66 SAMPLES AND QUALITY CONTROL TESTING
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A. The Contractor shall fumish, at its own expense, certifications by a private laboratory for all materials proposed to be
used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation �
analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The
contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any
expense related thereto. a,,
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9702700_Specs_M7_PartD 042199.doc SC-24 04/21/99
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PART D - SPECIAL CONDITIONS
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of
concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shail
provide a certified copy of the test results to the Ciry.
C. Quality control testing of in-place material on this project wiil be performed by the city at its own expense. Any retesting
required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will
be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no
way relieve the contractor of its responsibility to `furnish materials and equipment. conforming to the requirements of the
contract.
D. Not less than 24 hours notice shall be provided to the Ciry 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 conditions created by his construction operations. The temporary
measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch,
asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices.
B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit
the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of
erodible-ea�th 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 dWring construction prior to installation of permanent pollution control features, but are not associated with
permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and
grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish
grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the
accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control
measures shall be performed as directed by the Engineer.
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 otlier barrier to keep sediment from entering a flowing stream. Care shall be taken during
the construction and removal of such barriers to minimize the muddying of a stream.
3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during
construction operations th'at are not a part of the finished work.
4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils,
bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid
or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish.
C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control
shall be considered subsidiary to the contract and no extra pay will be given for this work.
QD-68 INGRESS AND EG'�2ESS/OBSTRUCTION OF ACC�SS 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.
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PART D - SPECIAL`CONDITIONS
D-69 PROTECTION OF TREES, PLANTS AND SOlL
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 shali be restored or replaced at the
Contractor's expense. Trimming or pruning to facilitate the work will' be permitted only by experienced workmen in �an
approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall
be thoroughly treated as soon as possible with a tree wound dressing.
D-70 SITE RESTORATION
The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations
subject to approval of the Engineerv,, The basis for approval by the Engineer will be grade restoration to plus minus one-tenth
(0.1) of a foot.
D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST
Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for
the bid to be considered responsive. Products and processes listed in the "City� of Fort Worth Standard Product List, shall be
considered to meet City of Fort Worth minimum technical requirements.
D-72 STATE REVOLV.ING 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:
At the Time of Contract Document Execution
• ED-103-Contractors Act of Assurance
• ED-104-Resolution
Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made.
The SRF requirements are included in Appendix A.
D-73 TOPSOIL, SODDING AND SEEDING
This item shall be performed in accor"dance with the City of Fort' Worth Parks and Communiry Services Department
Specifications for Topsoil, Sodding and Seeding.
1. TOPSOIL
a. 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 establi`sh'ed by the Engineer.
b. CONSTRUCTION METHODS: Topsoil will be secured fGom borrow sources as required to supplement material
secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in
the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from
street excavation shall be stockpiled at locations'approved by the Engineer, and at completion of grading and
paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of
compacted depth of topsoil parkways.
2. SODDING
a. DESCRIPTION: Soddiqg will consist of fyrnishing and planting Bermuda, Buffalo or St. Augustine grass in the
areas between the curbs and walks, on*t�rraces, in median strips, on embankments or cut slopes, or in such
areas as designated on the Drawings and in accordance with the requirements of this Specification.
Recommended Buffalo grass varieties for sodding are Prairie and 609.
b. 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
9702100 Spe� M7_PartD 042799.doc SC-26 04/Zi/99 Q
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PART D - SPECIAL CONDITIONS
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 ail times to retain native soil on the roots of the sod during the process of excavating,
hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed
by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod
material shall be planted within three days after it is excavated.
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a. 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 �he type specified
shall be performed in accordance with the requirements hereinafter described. Sodding shail be either "spoY' or
"block"; either Bermuda, Buffalo or St. Augustine grass.
1) 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 �e 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 developing fifteen (15) to twenty-five
(25) pounds per square inch compression. Hand tamping may be required on terraces.
2) Block Sodding: At locations on the Drawings or where directed, sod bfocks 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 thorougtily compact solid mass. Surfaces of block sod, which, in the opinion of
the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction
of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently
close to hold the block sod firmly in place.
When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to
conform to the cross-section previously provided and existing at the time sodding operations were begun.
Any excess dirt from planting operations sliall be spread uniformly over the adjacent areas or disposed of
as directed by the Engineer so that the completed surface will present a sightly appearance.
The sodded areas shall be thoroughly watered immediately after they are planted and shall be
subsequently watered at such times and in a manner and quantity directed by the Engineer until completion
and final acceptance of the project by the Ciry of Fort Worth.
3. SEEDING
a. 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.
b. MATERIALS:
1) 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
p"revious 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.
The specified seed shall equal or exceed the following percentages of Purity and germination:
Q9702100 Specs_M7_PartD_042199.doc SC-27� 04/21/99
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'PART D - SPECIAL CONDITIONS
Dates
Feb 1
to May 1
Common Name
Common Bermuda Grass
Annual Rye Grass
Tall Fescue
Western Wheatgrass
Buffalo Grass Varieties
Top Gun
Cody
Puritv
95%
95%
95%
95%
95%
95%
Germination
90%
95%
90%
90%
90°/a
90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); P�re Live Seed (PLS) °
Mixture for Clav or Tiqht Soiis Mixture for Sandv Soils
(Eastern Sections) (Western Sections) fAll Sections)
Bermudagrass 40 � Buffalograss 80 Bermudagrass 60
Buffalograss 60 Bermudagrass 20 Buffalograss 40
Total: 100 Total: 100 Total: 100
Table, 1'�0.2.(2)b
TEMPORARY COOL-SEASON SEEDING RdTE; (Ib.) Pure Live Seed (PLS)
Dates (All Sections)
Aug 15 Tall Fescue 50
to Western Wheatgrass 50
May 1 Annual Rye •50
Total: . 100
.
c. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-
sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type
specified shall be performed in accordance with the requirements hereinafter described.
1) Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the
slopes or dislodgment of the seed.
2) Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed
,preparation has been completed and shaped to conform to the cross-section previously provided and
existing at the time planting operations were begun.
d. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over
the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by
mechanical methods, the seed shall� be sown in two directions at right angles to each other. Seed and fertilizer
shall be distributed at.the same time provided the specified uniform rate of application for both is obtained.
"Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation
is required. '
e. 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.
f. 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
9702100 Spea M7 PaAD_042199.doc SC-28 04/21/99
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PART D - SPECIAL CONDITIONS
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.
1) Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is
thoroughly moistened. �
2) After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed
mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If
the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at
right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified
uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the
soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth
surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the
planted area shall be watered sufficiently to assure uniform moisture from the surface, to a minimum of six
(6) inches in depth.
3) 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 co�form to the requirements of the item 300, "Asphalts, Oils
and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not
included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3)
gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained
and the finished surface shall be comparatively smooth.
g. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season
species have been planted may be replanted beginning February 1 with warm season species as listed in Table
120.2(2)a. The re-seeding will� be achieved in the following manner. The cool season species shall be mowed
down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and
achieve adequate soil penetration.
' Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the
seed in the slit which is then pressed�close with a cultipacker wheel.
4. CONSTRUCTION WITHIN PARKAREAS
a. TURF RESTORATION OF PARK AREAS: FERTILIZER
1) DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are
designated on the Drawings and in accordance with th�se Specifications.
2) MATERIALS: All fertilizer used shall be delivered in,,,bags or containers clearly labeled showing the analysis.
The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A
pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis
shown on tlie Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and
potash nutrients respectively as determined by the methods of the Association of Official Agricultural
Chemists.
In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated
fertilizer with a lower concentration. Total amount of nutrients fumished and applied per acre shall equal or
exceed that specified for each nutrient.
3) CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted
or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner
directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that
is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the
approval of the Engineer. i
Unless otherwise.indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three
hundred (300) pounds per acre for all'types of "Sodding" and four hundred (400) pounds per acre for all
types of "Seeding".
4) MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on
the project site. Measurement will be made only on topsoils secured from borrow sources.
Acceptable material for "Seeding" will be measured by the linear foot, complete in place.
Acceptable material for "Sodding" will be measured by the linear foot, complete in place.
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9702100 Specs_M7 PaAD_042199.doc SC-29 04/21/99
PART D - SPECIAL CONDITIONS
Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding.
5) 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.
All labor, equipment, tools and incidentals,necessary to supply; transport, stockpile and place topsoil or
salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for
directly.
"Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square
yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total
compensation for 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 with the Drawings and these Specifications.
The work performed and materials fumished and measured as. provided under "MeasuremenY' 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 work accepted as follows:
Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to
Sodding and Seeding.
D-74 CONFINED SPACE ENTRY PROGRAM �
It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM"
which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active
sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit
an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these
manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces.
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION
A. Prior to the final inspection beingrconducted for the project, the contractor shall contact the ciry inspector in writing when
the entire project or a designated portion of the project is substantially complete.
B. The inspector along with appropriate City staff and the Ciry'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.
�. The contractor shall take immediate steps to r�ectify the listed deficiencies and notify the owner in. writing when all the
items have been completed or corrected.
D. 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.
E. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL
CONDITIONS.
D-76 EXCAVATION NEAR TREES
A. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at
each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for
applicable pipe or structure installation except for short tunneling/tree augering.
B. Any and all trees located within the equipment operating area at each work site shall, �t the direction of the Engineer, be
protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction
area.
C. Contractor shall inspect each work site in advance and arrange to Kave 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.
D. Nothing shall be stored over the tree root system within the drip line area of any tree.
9702700_Spe� M7 PartD_042199.doc SC-30
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PART D - SPECIAL CONDITIONS
E. Before excavation (off the roadway) within the drip line area of any tree, the earth shali be sawcut for a minimum depth of
2 feet.
F. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized.
G. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shalC' be removed
and replaced with the same type and diameter tree at the contractor's expense. �
H. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best
agricultural practices and procedures.
I. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2
times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted.
D-77 CONCRETE ENCASEMENT OF SEWER PIPE
Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as
measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all
costs associated with installation and reinforcement of the concrete encasement.
D-78 CLAY DAM
Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, f�gure in the Drawings
in these Specifications, at locations indicated on the Drawings or as direGted by the City. Clay dams shall be keyed into
undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction
material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing
shall be subsidiary to the price bid for pipe installation. �
D-79 EXPLORATORY EXCAVATION (D-HOLE)
The Contractor shall be responsible for verifying the locations of all existing utilities prior to �onstruction, 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 direcied 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 constructio'n of the entire project. If the contractor
determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for
appropriate design modifications. -
The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving
surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be
liable for any and all damages incurred due to rhe exploratory excavation (D-Hole).
Payment shall not be made for verification of existing utilities per item D-22. Payment for•exploratory excavation (D-Hole), at
locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation,
surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment
shall be made for exploratory excavation(s) conducted after �onstruction has begun.
D=80 INSTALLATION OF WATER FACILITIES
80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in
accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill,
bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear,foot price bid of
the appropriate BID ITEM(S).
�
80.2 Blocking: Concrete blocking on this Project will necessarily be rAquired as shown on the Plans and shall be installed in
accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate
payment will be made for any of the work involved for the item and all costs incurrpd will be considered to be included in the linear
foot bid price of the pipe or the bid price of the valve. '
9702100_Specs_M7 PaAD 042199.doc SC-31 04/21/99
PART D - SPECIAL CONDITIONS
80.3 Type of Casing Pipe:
1. WATER:
The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded
Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General
Contract Documents and Specifications for Water Department Pro�ects. The steel casing pipe shall be supplied as
followsx
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 AW WA C-203.
Touch-up after field welds shall provide coating equal to those specified above.
Minimum thickness for casing pipe used shall be 0.375 inch.
Stainless Steel Casing Spacers (centering style) such as manufa'ctured by �ascade 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 material standard E1-15 and Construction standard E2-
15 as per Fig. 110 of the General Contract Documents.
3. PAYMENT:
Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be
included in the unit price bid per foot.
80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the
responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in
locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall
be considered as incidental to construction. The cost of making tie-ins to existing ,water or sanitary sewer mains shall be
included in the linear foot bid price of the pipe.
80.5 Connection of Existing Mains: The Contra6tor 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 �own 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 INTERF2UPTIOAI OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS
OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor
shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption.
The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost
incurred shall be included in the linear foot^ price bid for the appropriate pipe size.
80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from which.th� extension and/or
replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that
period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be
coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and
advised of the approximate length of time they may be without service.
Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included
in the price of the appropriate bid items.
80.7 Water Services: The retocation, replacement, or reconnection of water services will be required as shown on the
plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the
Engineer. .
All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and
corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved
manufactured service branches. All materials used shall be as specified in the Material Standards (E1-17 & E1-18) cor�tained
in the General Contract Documents.
9702100_Specs_M7_PaAD 042199.doc SC-32 04/21/99
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PART D - SPECIAL CONDITI�NS
All water services to be replaced shail 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.
A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-
5.15 INTERRUPTION OF SERVICE.
All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for
reconditioning or replacement. After installation of the water service in the p�oposed location and receipt of a meter from the
project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing
ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by
a licensed plumber.
1. WATER SERVICE REPLACEMENTS:
Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid
breakage during street reconstruction. The contractor shall replace the 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 backfll, 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 Line�r Foot price bid for Copper Service Line from Main to five (5) feet behind
Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service
installation.
Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included
in the price bid for Service Taps to Main.
2. WATER SERVICE RECONNECTION:
Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage
during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection
and fumish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each
service reconnected plus for any copper service line used in excess ot five (5) feet from Main to five (5) feet behind
the Meter.
3. WATER SERVICE METER AND METER BOX RELOCATIONS:
When the replacement and relocation of a water service and meter box is required and the location of the meter and
meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location
to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter
and meter box. Centerline is defined by� a line extended from the service tap through the meter. Only relocations
made perpendicular to this.centerline will be paid for 'separately. Relocations made along the centerline will be paid
of in feet of copper service line.
Wheh 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. Locations with multiple service branches will
be paid for as one service meter and meter box relocation.
4. NEW SERVICE:
When new services are required the contractor shall install tap saddle (when required), corporation stop, type K
copper service line, curb stop with lock wings, and meter box.
Payment for all work and materials su�h 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.
� 9702100_Sp� M7_PartD_042199.doc SC-33 04/21/99
PART D - SPECIAL CONDITIONS
Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price
bid for Service Taps to Mains.
Payment for all work and materials such as furnishing and set�ing new meter box shall be included in the price bid for
furnish and set meter box.
5. MULTIPLE SERVICE BRANCHES:
When multiple service branches are required the contractor shall furnish approved factory manufactured branches.
Payment for multiple service branches will include furnishing and installing the multiple service branch only and all
other cost will be included in other appropriate bid item(s).
6. MULTIPLE STREET SERVICE LINES TO SINGLE SERV.,ICE METER:
Any multiple service lines with taps servicing a single service meter encountered during construc'tion shall be
replaced with one service line that is applicable for the size of the existing service meter and approved by the
Engineer.
Payment shall be made at the unit bid price in the appropriate bid item�s).
80.8 2-Inch Temporary ServiceyLine: The 2-inch temporary service main and 3/4-inch service lines shall be installed to
provide temporary water service to all buildings that will necessarily be required to have severed water service during said
work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent
service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious
manner. Severed water service must be reconnected within 2 hours of discontinuance of service.
A 2-inch tapping saddle and 2-inch corporatibn stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall
be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-
inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be
cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation.
A two-inch meter will be furnish�d by the Water Department Meter Shqp 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 W.ater Department Meter Shop for reconditioning or replacement. Upon
restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter.box shall be reset as
necessary to be flush with the existing ground or as otherwise directed by the Engineer.
The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service
tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps
and number of feed points.
When the temporary 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 �Sroject location.
Payment for work such as fittings, 3%4-inch service lines, asphalt, barricades, all service connections, removal of temporary
services and all other associated appurtenants required, shall be included in th'e appropriate bid item.
80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes,
manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor,
equipment, tools and incidentals�necessary to complete the work.
80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement
grade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department forces.
Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The
Construction E,ngineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The
contractor shall replace the valve boxes which are damaged during construction at no cost to the City.
The unit price bid per each will be' full compensation for all labor, materials, equipment, tools, and incidentals necessary to
complete the work.
80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly construct�d water lines shall
be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified
herein.,The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction
of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by
the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM.
9702100_Specs_M7_PaRD 042199.doc SC-34 04/21/99
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PART D - SPECIAL CONDITIONS
The residual of free chlorine shall be measur�d 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 sampl�s,
taken 24 hours apart, have met the established standards of purity.
Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be
considered to be included in the linear foot bid price of the pipe.
80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this
contract may cross or may be in close proximity° to an existing pressure plane boundary. Care shall be taken to ensure all
"pressure plane" valves installed are installed closed and no cross connections are made between pressure planes
� 80.13 Water Sampie Station:
1. 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.
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The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor
will be required to pick up this item at the Field Operations Warehouse.
2. PAYMEIVT FOR FIGURE 34 INSTALLATIONS:
Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be
shall be
included in the price bid for copper Service Line from Main to Meter.
Payment for all work and materials necessary for the installation tap saddle (if required), corporation stpps, and
fittings shall be included in the price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station, concrete support block,
curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and
functional water sampling station shall be included in the price bid for Water Sample Stations.
3. PAYMENT FOR FIGURE 33 INSTALLATIONS:
Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included
in the price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station, modification to the vault,
fittings, and all type K copper service line which are required to provide a complete and functional water sampling
station shall be included in the price bid for Water Sample Stations. ,
80.14 Ductile Iron and Gray Iron Fittings:
Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-
7.11 Cast Iron .Fittings: the first Paragraph shall be revised to read as follows:
E2-7.11 DUCTILE-IRON AND GRAY-IRON FI'TTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement
mortar lining' as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint
accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle
necessary for construction as designed.
All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material
Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-
down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical
tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will
be allowed. o
D-81 SPRINKLING FOR DUST CONTROL
All applicable provisions qf Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct
payment will be made for this item and it shall be consid�red to this contract.
9702100_Spea M7_PartO 042199.doc SC-35 04/21/99
PART D� - SPECIAL CONDITIONS
D-82• DEWATERING
The Contractor shall be responsible for determining the �method of dewatering operation for the water or sewage flows from
the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the
dewatering operations.
The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be
discharged into sanitary sewers.
Dewatering shall be considered as incidental to a construction and all costs incurred wili be considered to be included in the
project price.
D-83 TRENCH EXCAVATION ON DEEP TRENCHES
Contractor to preven# any water flowing into open trench during construction. Contractor shall riot leave excavated trench
open overnight. Contractor shall fill any trench the same'day of excavation. No extra payment shall be allowed for this
special condition. '
D-84 TREE PRUNING
A. REFERENCES: National Arborist Association's "Pruning Standarc�s for Shade Trees".
B. ROOT PRUNING EQUIPMENT
1. Vibr'atory Knife
2. Vermeer V-1550RC Root Pruner
C. NATURAL RESOURCES PROTECTION FENCE
1.
2.
3.
4.
Steel "T' = Bar stakes, 6 feet long.
Smooth Horse-Wire: 14-1�/2 gauge (medium gauge) or 12 gauge (heavy gauge).
Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color.
Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown
on the Drawings.
D. ROOT PRUNING
1. Survey and stake location of ro�t pruning trenches as shown on drawings.
2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to
the undisturbed root zone.
3. Backfill and compact the trench immediately after trenching.
4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer.
5. Withirl 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.
E. MULCHING: App1y 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 remaved using applicable methods, including stump and root ball removal, loading, hauling and
dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall
immediately repair or replace any damage to utilities and private properky including, but not limited to, water and sewer
services, pavement, fences, walls, sprinkle�'system piping, etc., at no cost to the Owner. All costs for tree removal, including
9702100 Specs_M7 PartD_042199.doc SC-36 . 04/21/99
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PART D - SPECIAL CONDITIONS
temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be
allowed.
D-86 TEST HOLES
The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which
this pipeline installation is to be made is the responsibility of any and ail prospective bidders, and any bidder on this project
shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or
independently, and whether they make such determination by the use of test F�oles or other means, shall be left to the
discretion of such prospective bidders. .
If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the
appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the
information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown
on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary
to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these
records and for making and maintaining the required excavation and of doing other work affected by the geology of the site.
.
The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of�
the pipe.
� 9702100 Spe� M7_PaAD 042199.doc SC-37 • 04/21/99
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9702100_Specs M7.wpd
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PAR,T DA
ADDITIONAL SPECIAL CONDITIONS
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DA-1
DA-2
DA-3
DA-4
DA-5
DA-6
DA-7
DA-8
DA-9
DA-10
DA-11
DA-12
DA-13
DA-14
DA-15
DA-16
DA-17
DA-18
DA-19
DA-20
DA-21
DA-22
DA-23
DA-24
DA-25
DA-26
DA-27
DA-28
DA-29
DA-30
DA-31
DA-32
DA-33
DA-34
DA-35
DA-36
DA-37
PART DA - AQ�ITIONAL SPECIAL CONDITI�NS
PIPELINE REHABILITATION CURED—IN-PLACE PIPE (OMITTED] ............................................................................1
PIPE ENLARGEMENT SYSTEM ....................................................................................................................................1
FOLD AND FORM PIPE (OMITTED] ............................................................................................................................ 5
SLIPLINING(OMl7TED] ..............................:................................................................................................................5
PIPE INSTALLED' BY OTHER THAN OPEN CUT :........................................................................................................ 5
SERVICE LINE POINT REPAIR / CLEANOUT REPAIR (OMITTED] ...........................................................................7
PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION .................................................................... 7
MANHOLE REHABILITATION (OMITTEDJ ...................................................................................................................9
SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITTED] ..............................................................9
INTERIOR MANHOLE COATING — MICROSILICATE MORTAR SYSTEM �OMITTED] ............................................... 9
INTERIOR MANHOLE COATING — QUADEX SYSTEM (OMITTED] ............................................................................ 9
INTERIOR MANHOLE COATING — SPRAY WALL SYSTEM :....................................................................................... 9
INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM .......:............................................................................10
INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER (OMITTED] ................................12
INTERIOR MANHOLE COATING—STRONG—SEAL—SYSTEM (OMITTEDJ .................................................................12
RIGID FIBERGLASS MANHOLE LINERS (OMITTEDJ ...............................................................................................12
PVC LINED CONCRETE WALL RECONSTRUCTION (OMITTED] ...........................................................................12
PRESSURE GROUTING �OMITTEDj .........................................................................................................................12
VACUUM TESTING OF REHABILITATED MANHOLES (OMITTEDJ .........................................................................12
FIBERGLASS MANHOLES (OMITTEDJ .....................................................................................................................12
LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES �OMITTEDJ .................................................12
REPLACEMENT OF CONCRETE CURB AND GUTfER ........................................................................................ ....12
REPLACEMENT OF 6" CONCRETE DRIVEWAYS ....................................................................................................13
REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE (OMITTEDJ .........................................................................13
GRADED CRUSHED STONES (OMlTTED] ...............................................................................................................13
WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE (OMITTEDj .......................................................................................13
BUTI' JOINTS — MILL' ED �OMITTED] .......................:..................................................................................................13
2" H.M.A.C. SURFACE COURSE (IYPE "�" MIX) (OMITTED] ..................................................................................13
REPLACEMENT OF 7" CONCRETE VALLEY GUTTER �OMITTED] .........................................................................13
NEW 7" CONCRETE VALLEY GUTTER (OMITTED] .................................................................................................13
NEW 4" STANDARD WHEELCHAIR RAMP (OMITTED] ...........................................................................................13
8" PAVEMENT PULVERIZATION (OMITTEDJ ...............................................:...........................................................13
REINFORCED CONCRETE PAVEMENT OR BASE (UTI�ITY CUT) (OMITTED] ...................................................... 13
RAISED PAVEMENT MARKERS (OMITTED] ............................................................................................................13
POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING �OMITTED]..........s ...................................13
LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMITTEDJ .....................................13
ROCK RIPRAP — GROUT — FILTER FABRIC (OMIT7'ED] ..........................................................................................13
� • 9702100_Spea M7_PartDA_041699.doc ASC—i 04/16/99
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RART DA - AQQITIQNAL SPECfAL CQNDtTIONS
DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMlTTEDj
DA-2 PIPE ENLARGEMENT SYSTEM
A. GENERAL:
1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe
� enlargement system, herein called Pipe Bursting or Pipe Cr�shing (Pipe Bursting/Crushing). This system includes
splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service
connections.
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2. Methods: This section specifies the approved system method or process to include all labor, materials, tools,
equipment and incidentals necessary to provide for the 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 tfor Pipe Crushing), Houston, Texas; and Trenchless
Replacement Systems, (TRS System), Calgary, Canada. Refer to Part D- SPECIAL CONDITIONS D-61
SIBSTITUTIONS 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 praeumatic 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.
�Forward 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.
D4. Quality Assurance:
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The Contractor shall be certified by the particular Pipe Bursting/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 performed by a qualified representative
as determined by the pipe manufacturer.
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.
b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to
excavation for approval by DOE. ,
c. Mthod of construction and restoration of existing sewer service connections. This shall include:
1) Detail drawings and written description of the entire construction procedure tp 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.
3) ` Certification of workmen training for installing pipe.
4) Television inspection reports and video tapes made fter new pipe installation.
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9702100_Spea M7_PartDA_041699.doc ASC-1
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04/16/99
RART DA�- AQQITIQNAL SPECfAL CGINQITtONS
6. 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 instaliation, 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.
B. MATERIALS:
1. Polyethylene Piping Material: The pipe and fitting material shall be high density, extra molecuiar 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 1,500,000) as per the Gel Permeation Chromatography
determination procedure with a typical value of 330,000.
a. The interior of the pipe shall 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 resi� and shall
state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained
from the manufacturer's own production of the same formulation, shall be used. ,r
d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard
Dimension Ratio (SDRI and minimum �ressure ratinq of the qipe 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.
2. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material.
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 with 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
performed 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.
C. SEWER SERVICE CONNECTIONS:
1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by 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 branch saddles as manufactured b�r 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 stabilized sand (2
sacks per cubic yard) to a point 12 inches above the 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 changes greater than 0.10 feet
from the house lateral piping and shall be reconnected as directed by the Engineer.
4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours.
9702100 Specs_M7_PartDA_041699.doc
ASC-2
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P"AF�T DA - AQQ►1TIf)NAL SPEGCAL �QNaITi�NS
D. PREPARATION:
1. Bypassing Sewage:
a. The Contractor shall bypass the sewage around the sectipn 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 Contracto,r 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 (TV) inspection reveals an obstruction in the existing sewer (heavy solids,
dropped joints, protruding service taps or collapsed pipe) whichwwill 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 PART 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 sew�r 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 replaCementi; 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. Identification of Sags: Sags shall be identified by television inspection in the absence of s�wage 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 marthole below the
segment of pipe to be inspected. N 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 Sa,gs: Sags shall be corrected by open cut and by adding additional pedding 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 shall be corrected prior to commencing with pipe enlargement.
In instances where sags are located under existing stru�tures, the existing sewer line may be 'relocated using
open cut or boring methods. The Department of Engineering shall speci�cally review potential relocation's and
evaluate the constructability, economics and engineering feasibility prior to constructiqn work.
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c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe
construction to correct the sag. For pipe bursting methods, open-cut or bore construction, th@ applicable bid
prices in the proposal section shall apply.
4. Television Inspection: Inspec'tion 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 Televisio'n Inspection of
Sanitary Sewer Lines".
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E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION:
a. Site Organization:
a. Insertion or access pits shall be located such that their total number shall be minimized arid the length of
replacement pipe installed in a single pull shall be maximized.
b. Existing manholes shall be utilized wherever practical. Manhole inver'ts 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.
Provide silencers or other devises to reduce machine noise as needed to meet requirements.
9702100 Specs_M7 PartDA_041699.doc ASC-3 04/16/99
D
PART DA - ADDITIC)NAL SPECtA�. GQNDlTIONS
2. Finished Pipe: The installed replacement pipe sh'all be continuous over the entire length of each pipe segment from
manhole to manhole 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
largeddeeper 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 benches shall be streai'nlined and improved for smooth flow. The
installed pipe shall meet the leakage requirements of the pressure test specified later.
3. Pipe Jointing:
a. Sections of polyethylene replacement pipe shall be assembled and joined on the job site above the ground.
Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the
manufacture�'s printed instructions.
b. The butt-fusion system for pipe jointing shall be carried out in the field by �operators with prior experience iri
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 4utt-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 60Q linear feet. �
c. 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.
4. New Pip2 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 receiving 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.
5. Anchoring 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 e�Cisting manhole wall.
Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall.
c. Restore manhole bottom and invert.
6. Field Testing:
Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole section of sanjtary sewer main has
been pipe bursUcrushed 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 shall 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 �ressure in the sealed line, and one
for introducing air into the sealed line. Low pressure air shall then be mtroduced 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 ihe average back pressure resulting from
any 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:
9702100_Specs_M7 PartDA_041699.doc
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RART DA - AQQITIONAL SP"EC[AL CONQtTIQNS
Carrier Pipe Minimum Elapsed
Diameter (inches) Time (minutes)
8 4
10 5
12 6
15 7
b. Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction
Television Inspection of Sanitary Sewer. ,
F. MEASUREMENT AND PAYMENT:
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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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 included 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 shall be of adequate capacity and size to handle all
flows. All 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
resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional
payment will be allowed. �
6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation.
DA-3 FOLD AND FORM PIPE jOMITTEDj
DA-4 SLIPLINING (OMITTED]
DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT:
A. GENERAL:
1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified
and/or necessary to complete 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 allo f the carrier conduit to be installed to proper line
and grade as shown on the Plans and as established in the Specifi�ations.
3. Work shall be performed in accordance with the requirements of th� City of Fort Worth Water Department, the Texas
Department of Transportation, or railroad company, as applicable.
B. MATERIALS: �
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1. Casing Pipe: Casing pipe shall be steel confoRning to ANSI 636.10 and the following:
a. Field Strength: 35,000 psi minimum. �+
b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings);
c. Diameter: As shaWn on the drawings (minimum size requi�emlents).
9702100_Specs_M7 PartDA 041699.doc ASC-5 ,
04/16/99
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PART DA - AQQITIQNAL SPECIAL CQNDiTIf,�NS
d. Joints: Contiquous circumferential weld in accordance with AWS D1.1.
2. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the �eneral Contract
Documents.�
3. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans.
4. Grouf: Grout shall be Portland Cer,nent 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 tq, provide a free flowing thick slurry.
C. EXECUTION
Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other
facilities in other than open cut, construction shall be performed in such a manner So as to not interfere with the
operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or
structure. During construction operation�, barticades and lights to safeguard tra�c and pedestri�ns shall be
furnished and maintained, until such time as thc backfill has been completed and then shall be removed from the
site. ,
2. Pits and Trenches:
a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for
the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever
end trenches are cut in the sides of the embankment or beyond it, such •work shall be sheeted securely and
braced in a manner to prevent earth from caving in. �
b. The location..of the pit shall meet the approval of the Engineer.
c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and
carrier pipe installation has been completed.
3. Boring and Jacking Steel,�Casing Pipe:� Steel casing pipe shall be installed by°boring hole with the earth auger and
simultaneously jaCking pipe into place. "
a. Th'e boring shall proceed from a pit provided for the° boring equipment and workmen. The holes are to be bored
mechanically. The boring shall be done using a pilot hole. By this method an appro�imate 2-inch hole shall be
bored thewentire length of the crossing arYd shall be checked for line and grade on the opposite end of the bore
from the work pit: This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other
methods=of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated
material shall be placed near the top of the working pit and disposed of as required. The use of water or other
fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings.
Jetting or sluicing will not be permittecl:
b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high
grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole,
and furnish lubrication for subsequent removal of cuttings an� installation of the pipe immediately thereafter.
c. Allowable variation from the line and grade shall be as specified under paragraph A.2. All voids between bore
and outside of casing shall be pressure grouted.
4. Installation of Carrier Pipe in Casing:
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a. Sanitary sewer,pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the
pipe and bells from snagging on the inside of the casing4 and to keep the installed line from resting on the bells.
b. All°sk�ids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the
exception of the bell area and spigot area necessary for assembly unless otherwise specified.
c. The Contractor shall prevent over-belling the pipe while installing it through the casing. A method of restricting
the movement between the assembled bell and spigot where applicable shall be provided.
d. At all bored, jacked, or tunneled installations, the annular sp�ce between the carrier pipe and casing shall be
filled with grout. Care rrwst be taken that not too much water is�for�ed into the casing so as not to float the pipe.
The backfill material will not be required unless specified on the plans and specified by the Engineer.,
e. Closure of the casing after the pipe has been installed s'h'all be plugged at the ends of the casing as shown on
the drawings or as required by the Engineer.
97d2100_Sp� M7 ParIDA 041699,doc ASC-6 04/1�/9�
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PART DA - ADDITIONAL SPECtAL CONDITIQNS
5. Boring and Jacking Ductile Irbn Pipe without Casing Pipe:
a. As indicated on drawings and as required and directed by the Engineer sewer shall be constructed of bore and
jacked ductile iron pipe.
b. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if necessary to
achieve line and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost
bid for installation By Other than Open Cut.
c. Bore and jack in accordance with paragraph C.3. above.
d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if
permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted.
6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or the use of monolithic sewer would
make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method
may be used, with the approval of the Engineer or railroad/highway officials.
a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden.
D The Contractor shall submit the proposed liner method to the Engineer for approval. The �tunnel liner design
shall bear the seal of a licensed professional engineer in the State of Texas. Approval by the Engineer shall not
relieve the Contractor of the responsibility for the adequacy of the liner method.
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b. The space between the, tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked.
c. Access holes for placing concrete shall be space at maximum intervals of 10 feet.
D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe,
complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed.
The work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per
linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans.
The furnishing of all materials, pipe, liner materials required for installation, for all preparation, hauling and installing of
same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling
and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal.
DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR (OMITTEDJ
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION
A. GENERAL:
1. Scope: This section governs all work, matePials and testing required for the application of interior protective coating.
Structures designated to received interior coating are listed on the construction drawings. The structures are to be
coated, including 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: Thc 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.
3. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict
accordance with manufacturer's recommendations.
4. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S
content is expected.
aB. MATERIALS:
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1. Scope: This section governs the materials required for completion of protective coating of designated structures.
2. Protective Coating: The protective coating shall be a proprietary finro component, 100 percent solids, rigid
polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy resin system
using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven L'ming systems and
designated as Raven 405.
9702100_Specs_M7_PartDA_041699.doc ASC-7 04/16/99
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RART DA - AQDITI�NAL SPECIAL CQN�iTiONS
3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either
Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials.
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4. Material Identification: The protective coating material sprayed onto the surface of the structure °shall be a urethane a
or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit
the minimum physical properties as foilows:
Property
Tensile Strength
Flexura"i �Stress
Flexural Modulus
Standard
ASTM D-638
ASTM D-790
ASTM D-790
Long Term
Value
5,000' psi
10,000 psi
550,000 psi
5. Mixing and Handling: Mi�ung and Handling of specialty cement material and protective coating material, which may
be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such
a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate
protective measures to ensure that materi�ls �re under�control at all times and are not available to unauthorized
personnel br animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly
familiar with the handling of the coating material shall perform the spray coating operations and coating installations.
C. EXECUTION:
1. General: Protective coating shall not be installed until the structure is complete and in place.
2. 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.
3. Protective Coating:
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a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the
top of the trough. The top of the structure shall also be coated.
b. The protective coating shall be installed in accordance with the manufacturer'� recommendations and the
following procedure.
1) The surface shall be tho'roughly cleaned of all foreign materials and matter.
2) Place covers over the invert to prevent extraneous material from entering the sewers.
3) If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting
material.
4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of
125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer.
After the walls are coated, the wooden bench covers shall be removed.
A5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before
being subjected to active flow.
6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure
� within 24 hours after application.
4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the
Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY
SEWER MANHOLES. �
D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Wnit Price Bid per vertical foot, measured
from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the
9702100_Sp� M7 PartDA_041699.doc ASC-$ 04/16/99
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PART DA - ADLIITIONAL SPEGIAL GQNDITIQNS
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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. Groy�ting of the pipe seals, bench and trough, and lower portion of a particular structure, if required
by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION.
DA-8 MANHOLE REHABILITATION jOMITTEDj
DA-9 SURF�4CE PREPARATION FOR MANHOLE REHABILITATION �OMITTED]
DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM �OM/TTEDJ
DA-11 INTERIOR MANHOLE COATING - QUADEX'SYSTEM �OMITTED]
DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEPA:
A. GENERAL
1. Scope
This section govems all work, materials and testing required for the application of interior manhole coating. Manholes
designated for interior coating are listed on the Manhole Rehabilit�tion Schedule. Interior manhole coating shall meet
the requirements of this Section or of Section DA-10, DA-11, DA-1 � or DA-14.
D 2. Description •
The Contractor shall be responsible for the furnishing of all labor, siipervision, materials, equipment, and testing required
for the completion of interior coating of manholes in accordance wit� the Contract Documents.
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3. Manufacturer's Recommendations
Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's
recommendations.
4. Manholes
Manholes to be coated are of brick, block, or concrete constructi�n. All manholes shall have a minimum of one-half
(1/2) inch specialty cement-based coating material (Quadex QM-ts or Reliner MSP) sprayed or trowelled on coating
over the original interior surface.
D B. MATERIALS
1. Scope
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This section governs the materials required for completion of interic�r coating of manholes.
2. Interior Coating
The interior coating shall be a proprietary two component, 100 pei•cent solids, rigitl polyurethane system designated as
Spray Wall as manufactured by Sprayroq, Inc.
3. Specialty Cement
The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner
MSP as mahufactured by Standard Cement Materials.
4. Materialldentification
The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system
formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as
follows:
Pro e
Tensile Strength
Flexural Stress
Flexural Modulus
Standard
ASTM D-638
ASTM D-790
ASTM D-790
9702100 Spe� M7 PaADA 041699.doc ASC-9
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Lon4 Term Value
5,000 psi '
10,000 psi �.
550,000 psi
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PART DA - AQpITIONAL SPEClAL CQNQITtONS
5. Mixing and Handling
Mixing' and handling of specialty cement material and interior coating material, which may be toxic under certain
conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to rhinimize
hazard to personnel. It is the responsibility of the Contractor �o provide appropriate protective measures to ensure that
materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall
be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material
shall perform the spray coating operations and coating instaliations.
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C. EXECUTION
1. General
Manhole coating shall not be instailed until sealing of manhole frame and grade adjustments, or partial manhole
replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete.
2. Temperature
Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made
when freezing is expected within 24 hours.
3. Interior Manhole Coating
a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of
the trough.
b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following
procedure.
1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by
using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or
other solvents as needed in order to remove any film or residue on the surface.
2) Place covers over the invert to prevent extraneous material from entering the sewers.
3) Apply a minimum of one-half (1/2) inch specialty cement product� (Quadex QM-1s or,,Reliner MSP) smooth
surface for the urethane coating material.
4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125
inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer.
5) Coat trough area with specialty cement product (Quadex QM-is or Reliner MSP).
4. Testing of Rehabilitated Manholes
a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are
complete in accordance with Section DA-18.
D. MEASUREMENT AND PAYMENT
Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the
bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision,
materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the
above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by
Marlhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract
Unit Price.
DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM
FC. GENERAL
1. Scope
This section govems �II work, materials and testing required for the application of interior manhole coating. Manholes
designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole
coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14.
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9702100 Specs_M7 PartDA 041699.doc ASC-10 04/�6/99
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RART DA - ADDITIOI�AL SRECtAL COND{TIONS
The Contractor shall be responsible for the fumishing af all labor, supervision, materials, equipment, and testing required
for the completion of interior coating'of manholes in accordance with the Contract Documents.
3. Manufacturers Recommendations
Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's
recommendations.
4. Manholes
Manholes to be wated are of brick, biock, or concrete construction. All manholes shall have a minimum of one-half
(1/2) specialiy cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed�or trowelled ori coating over the
original interior surface.
� B. MATERIALS
1. Scope
This section govems the materials required for completion of interior coating of manholes.
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2. Interior Coating
Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with
fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405.
'3. Specialty Cement
The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner
MSP as manufactured by Standard Cement;Materials.
4. Materialldentification
Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and
provide case histories of successful use or defend^the choice of grouting materials based on chemical and physical
properties, ease of application, and expected performance. These grouting materials shall be compatible with Raven
405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the
grout manufacturers for the use of these grouting materials.
5. Mixing and Handling
Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the
recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility
of the Contracto� to provide appropriate protective measures to ensure that materials are under control� at all times and
areenot available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer.
Coating shall be perFormed only by certified applicators approved by the manufacturers.
C. EXECUTION
1. General
Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole
replacement, manhole grouting or sewer replacemenUrepairs are cor1iplete.
2. Temperatures
Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made
when freezing is expected within 24 hours. .
3. Interior Manhole Coating
a. Manholes �cheduled for, interior coating are shQwn on the Manhole Rehabilitation Schedule. The interior coating
shall be applied to the manhole from the bottom of the �manhole frame to the bench/trough, including the
bench/trough. '
9702700_Spea M7_PartDA_041699.doc ASC-11 04/16/99
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PART DA - AQDITIQNAL SPECIAL CONDITI4NS
b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following
procedure.
1) The surface preparation shall complywith�the requirements of Section DA-9, SURFACE PREPARATION FOR
MANHOLE, RESTORATION.
2) Apply a minimum of one-half (112) inch specialty cement-based product (Quadex QNi.1s or Reliner MSP)
smooth surface for the urethane coating material.
3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or
running water. Material shail be spray applied per manufacturer's recommendations with a minimum thickness
of 125 mils (0.125 inch).
4) After the walis are coated, the wooden bench covers shall be removed and the bench sprayed to the same
� average and minimum thickness as required for the walis.
5) The final application `shall have a minimum of three (3) hours cure time or be set hard to the toucFi, before
being subjected to active flow.
6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within
24 h'ours after application.
4. Testing of Rehabilitated Manholes
a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly
abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven caver shall
be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by
Owner's Representative, and the contractor shall repair these areas as required, at no additional.,cost to the Owner.
b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are
complete iri accordance with Section DA-18 — VACUUM TESTING OF REHABILITATED MANHOLES.
D. MEASUREMENT AND PAYMENT
Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the
bench. The Contract Unit Price shall be payment in full #or performing the work and for fumishing all� labor, supervision,
materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and
manhole walls shall be based on the Contract Unit Price for each manhole actually grouted.
DA-14 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER (OMITTEDj
DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM �OMITTED]
DA-16 RIGID FIBERGLASS MANHOLE LINERS (OMITTEDj
DA-17 PVC LINED CONCRETE WALL RECONSTRUC710N (OMITTED]
DA-18 PRESSURE GROUTING (OMITTED]
DA-19 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTED]
DA-20 FIBERGLASS MANHOLES (OMITTED]
DA-21 LOCATION AND EXPOSURE OF MANH�LES AND WATER VALVES (OMITTED]
DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER
Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with
standard concrete curb and gutter, laydown curb and gutter, or in like kind, as govemed by the standard'"City Specifications.
Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Included, and
figured subsidiary to this unit price, will be the� required 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 as water meters,
sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City.
9702700 Specs_M7_PaRDA_041699.doc ASC-12 ' 04/16/99
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PART DA - ADDITIONAL SPECIAL �CQNDITIONS
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$100 doilar liquidated damage
will be assessed per block per day.
The �unit price bid per linear foot shall be full compensation for all rnaterials, labor, equipment and incidentals necessary to
complete the work.
DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS
This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where
curb and gutter is replaced to adjust grades to eliminate ponding w�ter with same day haul-off of the removed material to a
suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete
Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals
necessary to complete the work.
DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE (OMITTED]
DA-25 GRADED CRUSHED STONES (OMITTED]
DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE (OM/TTED]
DA-27 BUTT JOINTS - MILLED [OMITTED]
DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) (OMlTTED]
DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ('OMITTED]
DA-30 NEW 7" CONCRETE VALLEY GUTTER (OM/TTED]
DA-31 NEW 4" STANDARD WHEELCHAIR RAMP �OM/TTED]
DA-32 8" PAVEMENT PULVERIZATION jOM/TTEDJ
DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) (OMlTTED]
DA-34 RAISED PAVEMEIVT MARKERS �OMITTED]
DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING jOM1TTEDj
DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMITTEDj
DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC �OMITTEDj
9702100 Specs_M7_PartDA 041699.doc ASC-1 3
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SECTION E SPECIFICATIONS
SECTION E100 - MATERIAL SPECIFICATIONS
9702100_Specs_M7.wpd
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SECTION E SPECIFICATIONS
�(January 1, 197$)
All materials, construction methods and procedures used in this project shall conform to
Sections E1, E2, and E2A of the Fort Worth Water Department General Contract Documents
and General Specifications, together with any additional material specification(s),
construction(s) or later revision(s). (See revisions listed on this sheet.) Sections E1, E2 and
E2A of the Fort Worth Water Department General Contract Documents and General
Specifications are hereby made a part of this contract document by reference for all purposes,
the same as if copies verbatim herein, and such Sections are filed and kept in the office of the
City Secretary of the City of Fort Worth as an official record of the City of Fort Worth.
INDEX
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E2
E2A
MATERIAL SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
GENER,AL DESIGN DETAILS
aRevisions as of April 20, 1981, follow:
Q E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and
correct P.I. values as follows:)
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1. Type 'B' Backfill
(c) Maximum plastic index (PI) shall be $
2. Type 'C' Backfill
(a) Material meeting requirements and having a PI of 8 or
less shall be considered as suitable for compaction by
j etting.
(b) Material meeting requirements and having a PI of 9 or
more shall be considered for use only with mechanical
compaction.
Q E2-2.11 Trench Backfill: (Correct Minimum compaction requirement wherever it
appears in this section to 95% Proctor density except for paragraph a.l. where
the "95% modified Proctor density" shall remain unchanged.)
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c. Additional backfill requirements when approved for use in streets:
9702100_Specs_M7.wpd E-1
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SECTION E100 - MATERIAL SPECIFICATIONS
MATERIAL STANDARD E100-4
January 1, 1978 (Added 5/13/90)
E100-4 WATERTIGHT MANHOLE INSERTS
E100-4.1 GENERAL: This standard covers the furnishing and installation of watertight
gasketed manhole inserts in the Fort Worth sanitary sewer collection system.
E100-4.2 MATERIALS AND DESIGN:
a
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The manhole insert shall be of corrosion-proof high density polyethelene that
meets or exceeds the requirements of ASTM D1248, Category 5, Type III.
The minimum thickness of the manhole insert shall be 1/8".
c. The manhole insert shall have a gasket that provides positive seal in wet or dry
conditions. The gasket shall be made of closed cell neoprene rubber and meet
the requirement of ASTM D1056, or equal. �
d. The manhole insert shall have a strap for removing the insert. The strap shall
be made of minimum 1" wide woven polypropylene or nylon webbing, with the
ends treated to prevent unraveling. Stainless steel hardware shall be used to
securely attach strap to the insert.
e. The manhole insert shall have one or more vent holes or valves to release gasses
and allow water inflow at a rate no greater than 10 gallons per 24 hours.
E 100-4.3 INSTALLATION:
a.
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The manhole frame shall be cleaned of all dirt and debris before placing the
manhole insert on the rim.
The manhole insert shall be fully seated around the manhole frame rim to
retard water from seeping between the cover and the manhole frame rim.
9702100_Specs M7.wpd �'2
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PART F
CERTIFICATE OF INSURANCE
CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW
VENDER COMPLIANCE TO STATE LAW
EXPERIENCE RECORD
EQUIPMENT SCHEDULE -
PERFORMANCE BOND
PAYMENT BOND
MAINTENANCE BOND
NOTICE
The blank spaces in the Certiiicate of Insurance; Performance,
Payment, and Maintenance Bonds; and Contract are not to be
filled in by the Bidder at the time of submitting his proposal.
These forms are included herein to familiarize the Bidder with
such forms which the successful Bidder will be required to
execute.
9702100_Specs_M7.wpd
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EXPERIENCE RECORD
List of Projects your Organization has successfully completed:
AMT. OF CONTRACT TYPE OF WORK DATE ACCEPTED NAME AND ADDRESS
List of Projects your Organization is now engaged in c mpleting:
AMT. OF CONTRACT TYPE OF WORK I ANTICIPATED DATE OF NAME A1�D ADDRESS
List Surety Bonds in force on above incomplete work:
DATE OF CONTRACT TYPE OF WORK BOND AMOU T OF BOND NAME AND ADDRESS
9702100 Specs M7.wpd
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EG?UIPMENT SCHEDULE
List of Equipment owned by Bidder that is in serviceable condition and available for use:
Portions of work Bidder proposes to sublet in case of Award of Contracts including amount and
type:
9702100_Specs_M7.wpd
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CERTIFICATE OF INSURANCE
Date:
TO: CITY OF FORT WORTH
NANIE OF PROJECT:
PROJECT NUMBER:
IS TO CERTIFY THAT :
is, at the date of this certificata, Insured by this Company with respect to the business operations hereinafter described, for
the type of insurance and accordance with provisions of the standard policies used by this Company, and further
hereinafter described. Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSURANCE
Policy Effective Expires Limits ofLiability
� Worker's Compensation
Comprehensive General
Liability Insurance (Public
. Liability)
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Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Bodily Injury:
Ea. Person: $
Ea. Occurrence: $
Property Damage:
Ea. Occurrence: $
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Blasting
Collapse of Building or
structures adjacent to
exca�ations
Damage to Underground
Utilities
Builder's Risk
Comprehensive
Automobile Liability
Contractual Liability
Other
Locations covered:
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or
cancellation.
Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be
assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement
thereto attached.
A�encv
Fort Worth Asent Bv
Address Title
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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 ps58_
070580174670
STATE OF TEXAS
COUNTY OF TARRANT
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FU-TECHN CONSTRUCTION, INC.
CONTRACTOR
BY: )'/"(jLi. r
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Title
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Date
BEFORE ME, the undersigned authority, on this day personally appeare • ��,�
known to me be the person whose name i,�s.Subscribe t the fore oing instrument, and acknowledged to that he
executed the same as the act and deed of r i�� U for the purpose and consideration
therein expressed and in the capacity therein stated.
IVEN UNDER MY HAND AND SEAL OF OFFICE this ('T day of
.19�� .
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Nota blic in and or
the te of Texas
a . . � t . �. . _.. . . . ..M,.�
'��Y � � TANYA M1R0
�' � * �1pTARY PUBLIC
*��� State of Texas
�''�'t�oF��� Comm. ExP. 06-02-2001 i
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TI� STATE OF TEXAS
COUNTY OF TARRANT
PERFORMANCE BOND
Bond No. KO-5953212 '
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KNOW ALL MEN BY THESE PRESENTS: That we (1) FU TECHN. INC. a(2) CORPORATION of
TEXAS, hereinafter call Principal, and (3)INDENIlVITY INSURANCE COMPANY OF NORTH AMERICA a
corporation organized and existing under the laws of the State and fully authorized to transact business in the State
of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and
existing under the laws of the State of Te�s, hereinafter called Owner, in the penal sum of
TWO HUNDRED FOURTY-NINE THOUSAND NINE HUNDRED SIXTY-SIX AND 35/100....
($249966.3� Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, joinfly and severally, firmly by these presents.
Tf� CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 17'$ DAY OF AUGUST. 1999 a copy of which is
hereto attached and made a part hereof, for the construction of:
SANITARY SEWER REHABILITATION IN THE MAIN 7 DRAINAGE AREA, UNIT 3
designated as Project No. (s) PS58-070580174670. a copy of which contract is hereby attached, referred to, and
made a part hereof as fiilly and to the same extent as if copied at length herein, such project and construction being
hereinafter referred to as the "work".
NOW Tf�REFORE, if the Principal shall well, truly, and faithfiilly perform the work in accordance with
the plans, specifications, and contract documents during the original term thereof, and any e�rtensions thereof
which may be granted by the Owner, with oY without notice to the Surety, and if he shall satisfy all claims and
demands incurred under such contract, and sliall fully indemnify and sa�e hazmless the O�mer 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
e�ense which the Ownsr 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 FURTI�R, that if any legal action filed upon this bond, venue shall lie in Tarrant County,
State of Texas.
AND PROVIDED F[JRTf�R, that the said Surery, for value received, hereby stipulates and agrees that
no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any wise affect its obligarions on this bond, and it
dces hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract
or to the work or to the specifications.
N WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which sha11 be
deemed an original, this the 12� of October.1999.
ATTEST:
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(SEAL)
FiT TECHN, INC.
PRIN IPAL (4)
BY: �1'( ,�-� � .�-� i
Titl�` l'� S /` C�/L ���
3904 OHIO GARDEN RD.
FORT WORTH, TEXAS 76114
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Witness as to Principal
0 - Address
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to �'urety
811
Suite 310. Fort Worth Texas 76102
(Address)
(Address)
Indemnitv Insurance Comnanv of North America
Surery
BY: `
(Attorn -' - a S)
Martin A. Prisant
811 Lamar. Suite 310. Fort Worth Texas 76102
(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 Attomey
shall be attached to Bond by
Attorney-in-Fact..
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PAYMENT BOND
Bond No. KO-5953212
TI� STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL MEN BY TI�SE PRESENTS: That we (1) FU TECHN. INC.. a(2)
CORPORATION of TEXAS, hereinafter call Principal, and (3) INDEMNITY INSURANCE COMPANY OF
NORTH AMERICA. a corporation organized and existing under the laws of the State and fully authorized to
transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a
municipal corporation organized and 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 :
TWO HUNDRED FOURTY-NINE THOUSAND NINE HUNDRED SIXTY-SIX AND 35/100....
($249966.35) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarra�it County, Te�s, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, joinfly 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 17� day of AUGUSTA.D. , 1999, a copy of which is
hereto attached and made a part thereof, for the construction of::
SANITARY SEWER REHABILITATION IN THE MAIN 7 DRAINAGE AREA, UNIT 3
Project No. (s)PS58-070580174670, a copy of which is hereto attached, referred to and made a part hereof
as fully and to the same ea�tent as if copied at length herein, such project and construction being hereinaf�er
referred to as the "work".
� NOW 'iI�REFORE, 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 sball be null and void, otherwise it
shall remain in full force and effect.
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THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor an.d
� maierial in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160,
and all such claimants shall ha�e a direct right of action under the bond as provided in Article 5160 of the Revised
Civil Statutes.
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PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant
County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration of addition to the terms af the cantract 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, e�ctension of time, alteration or addition to the terms of the contract or to the work
to the specifications.
PROVIDED FLIRTHER, tl�at 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 instnunent is executed in 10 counterparts each one of which shall be
deemed an original, this the 12� day of OCTOBERA.D., 1999.
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FiT TECHN, INC.
� �PRIN�AL (41
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Title: �l�P � r ^�e�7��'
(Principal) Secretary
{SEAL)
3904 OffiO GARDEN RD
FORT WORTH, TEXAS 76114
(Address)
Lndemnitv Insurance Comoanv of North America
Witness as to Principal S�t3'
BY:
(Attorney- f )
Martin A. Prisant
Address � �
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secretaiyL
(SEAL)
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(Address)
811 Lamar. Suite 310. Fort Worth. Texas 76102,
(Address)
NOT'E: Date of Bond must not be prior to date
of contract
(1) Correct Name of Contractor
(2) A Corporaxion, a Partnership or an
Individuai, 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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MAINTENANCE BOND
No. KO-5953212
'IT� STATE OF TEXAS §
COUNTY OF TARRANT §
� KNOW ALL MEN BY TI�SE PRESENTS: That (1) FU TECHN. INC. as Principal, acting
herein by and through (2) JOHN ESPINOZA its duly authorized PRESIDENT and (3) INDEMNITY
INSURANCE COMPANY OF NORTH AMERICA a corporation organized under the laws of the State of
� Pennsylvania, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort
Worth, A Municipal Corporaxion, chartered by virtue of Constitution and laws of the State of Texas, at Fort
Worth, in Tarrant Caunty, Texas the sum of
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TWO HUNDRED FOURTY-NIlVE THOUSAND NINE HUNDRED SIXTY-SIX AND 35/100....
l$249.966.3� in lawful money of the United States, for the payment of which sum well and txuly 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, joinfly and severally.
This obligation is conditioned, however; that,
WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth dated August 17`�, 1999,
the perforinance of the following described public work and the construction of the following described public
improvements:
SANITARY SEWER REHABILITATION IN THE MAIN 7 DRAINAGE AREA, UNIT 3,
of same being referred to herein and in said wntract as the Work and being designated as Project No. (s) PS58-
� 0�0580174670and said contract, including all of the specifications, condirions and written instruments referred to
therein as contract documents being hereby incorporated herein by reference for all purposes and made a part
hereof, the same as if set out verbatim herein; and ,
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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 (il Year after the date of the final
acceptance of the work by the City; and
V��AS, said Contractor binds itself to maintain said work in good repair and condition for said term
of
E�fil Irea� and;
WI�EREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time
witbin 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 Contractar binds itself, upon receiving notice of the need therefor to repair or reconstruct said
work as hereiri provided.
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NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
reconstruct said work in accordance with all the terms and 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 preniises prescribed by said Contract. This obligation
shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is
exhausted.
WHEREAS, all parties covenant and agree that if any legal acti n be filed upon this bond, venue shall lie in
Tarrant County, Texas; and,
IN WTTNESS VJHEREOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an
original, dated OCTOBER 12,1999.
ATTEST:
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(PT1Ii �81) s�CT '
(Sea1) FU TECHN. INC
PRINGIP (4)
BY:
Title: �� L�,�
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Witness as to Principal
(Address)
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3904 OHIO GARDEN RD
�ORT WORTH, TEXAS 76�14
! (Address)
INDEMNITY INSURANCE CO �INY OF NORTH ERICA
Surety
BY:
(Attomey-i (
Martin A. Prisant
811 Lamar. suite 310, Fort Worth Texas ?6102
(Address)
NOTE: Date of Bond must not be prior to
date of Contract
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Wimess to Surety
811 ar, Suite 310. Fort Worth Texas 76102
(1) Correct Name of Contractor
(2) A Cor�wration, a partnersl�ip or an lndividual,
as case may be
(3) Correct name of Surety
(4) If Contractor is Paztneiship all Partners
� should execute Bond
(5) A true copy of Power of Attorney shall be
attached to Band by Attorney-in-Fac�t.
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ATTEST:
� � INDENINTTY INSURANCE COMPANY OF NORTH AMERICA I , g483 il .-' u:
` �'` �'ower o , . 97 � �
� '�' Attorney �i� �
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Bond No. KO-593212
CIGNA
Know all men bv these presents: That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , a cotporation of the Commonwealffi of
Pennsylvania , having its principal office in the City o1 Philadelphi: Pennsylvani; , pursuant to the following Resolution, adopted by the Boazd of Directors of th
said Company on December 5, 1983, to wit:
"RESOL VED, That pursuan[ to Ar[icles 3.18 and 5.1 ef the By-Laws, ihe follewing Rnles s}lall govem the execution for the Company of bonds, undertakings, recognirances, conhacts and other writings in the nature
thereof.
(1) That the Presiden� any Senior Vice President, azry Vice President, and Assistant Vice President, or any Attomey-in-Fact, may execu[e for and on behalf oC the Ccm�pany any and all bonds, undertaFangs, recogn'uances,
conhacts and other writings in the nature thereof, the same to be attested when necessary by the Coiperate Secretary, or any Assistant Coryoca[e Secretary, and the seal of the Ccm�pany atFixed thereto; and that the
President, any Senior Vice Presiden� any Vice President ctt any Assistant Vice Presiden[ may appoint and authoriu any other Ofiicer (elected or appointe� of the Company, ant Attomeysln-Fact to so execute a
attest to the execu[ion of all such writings on behalf of the Company and [o aflfix the seal of the Company thereta ��
(2) My such writing executed in accordance with these Rules shall be as binding upon the Company in any case as though signed by the President and attested to by the Cocporate Secretary. '
(3) The signature of the President, or a Senior Vice PresiAeni, or a Vice President, or an Assistant Vice President and the seal of the Company may be affixed by facsimile on any power of attomey �anted pu�uant to this
Resolution, and the signature of a cenifying Officer and the seal of [ha Company may ba affixed by facsimile to any ceAificate of any such power, and any such power or cenificate beazing such &csimile signature and I
seal shall be valid and binding on the Ccvnpany.
(4) Such other Oft'iceis of the Company, and Attomeysdn-Faet shall have authority to certify or verify copies of this Resolu4on, the By-Laws of the Company, and any affidavit or record of the Comparry necessary to the �
dischazge of their duties.
(� The passage of tltis Resolution does not revoke any earlier autheriry grarrted by Resoluticros of the Bcazd of D'uectors adopted on lune 9, 1953, May 28, 1975, and Mazch 23, 1977."
does hereby nominate, constitute and appoint MARTIN A. PRISANT of the Clty Of Mlanll, State of Florida , each individually if there be more than one
named, its true and lawful attorney-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings,
recognizances, contracts and other writings in the nature thereof in penalties not exceedin€ Five Hundred Thousand Dollars ($500,000 and the execution of
such writings in pursuance of these presents shall be as binding upon said Company, as fully and amply as if they had been duly executed and ackowledged '
� by the regulazly elected officers ofthe Company at its principal office.
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1N WITNESS WHEREOF, the said William Jungreis , Vice-President, has hereunto subscribed his name and �xed the coiporate seal ofthe said
INDEMNITY INSURANCE COMPANY OF NORTH AMERICA this 14th day of Jul} 1995 .
�p0����wWyOy INDEMNITY INSURANCE COMPANY OF NORTH AMERICA �
��. G.CLr,yyra`k,
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'�����,��r^'' William Jungreis , Vice President
COMMONWEALTH OF PENNSYLVANIA
COUNTY OF PHILADELPHIA ss.
On This 14th day of July , A.D. 1999 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came
William Jungreis , Vice-President ofthe INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the individual
and officer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal �xed to the preceding instrument is
the coiporate seal of said Company; that the said cotporate seal and his signature were duly affixed by the authority and direction of the said corporation, and
that Resolution, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City of Philadelphia the day and year first above written.
�..............
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NOTARIAL SEAL
DEBRA M. MARANO, Notary Public
Gty of Phlladelphla, Phlla. County
Nry Commission Expires Dec 20, 7999
����h �
Notary Public
I, the undersigned Secretary of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , do hereby certify that the original POWER
OF ATTORNEY, of which the foregoing is a substantially true and correct copy, is in full force and effect.
In witness whereof, I have hereunto subscribed my name as Secretary, and affixed the corporate seal of the Corporation, this 1 2 day of
f�Ar l Q
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a,��T�-•,._. �,�. . Debra H. Paziora, Secre
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THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTE: July 14, 2001 .
NOT VALID UNLESS PRINTED ON TEAL BACKGROUND
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TI� STATB 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
Q . FiJ-TECHN 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 Party of the First Part (Owner), said Party of the Second
Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete
certain improvements described as follows:
SANITARY SEWER REHABILITATION IN THE MAIN 7 DRAINAGE AREA, UNIT 3
And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his
� (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools,
superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the
said construction, in accordance with all the requirements of the Contract Documents, which include all
� maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the
specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been
identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's
� Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort
Worth Water Department General Contractor pocuments and General Specifications, all of which are
made a part hereof and collectively and constitute the entire contract.
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The Contractor hereby agrees to commence work within ten (10) days after the date written
notice to do so shall have been given to him, and to substantially complete same within the time stated in
the proposal.
The Owner agrees to pay the contractor in current funds for the performance of the contract in
accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the
Contract Documents and all approved modifications thereof, and to make payment on account thereof as
provided therein.
IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10
counterparts in the year and say first above written.
Citv of Fort Worth, Texas (Ownerl
� Party of the First part
. �
n BY: .,
I,
ASST. City Manager CW
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FU-TECHN CONSTRUCTION. INC.
3904 OHIO GARDEN RD
FORT WORTH, TX 76114
Contractor
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A. Douglas Rademaker, P.E. Director
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Department of Engineering
CW
/:TIMy�I.�IF
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Ci Secretary
(Seal)
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Approved as to Form and Legality:
Gary Steinberger, Asst. City Attorney
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Contract Authorization
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APPENDIX A
DETAILS
J
NOTE: Be-aring Areas shown are based on
I50 P•S.1.G test pressure and 3000
''-'`�� P.S.F. soil bearing value.
D
Plug
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3�'{�:i': S; :��v:i ��t1 ;Y: :i • ''',`:• e
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,•Size�
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4"
6"
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10"
12��
16"
20"
24"
3p��
3 6"
42"
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NOTES:
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t�4R�IZONTAL �SLOCKING TABLE
-',Dimens•ion "X" May Vary If Necessary To Provide Bearing
Against Undisturbed Trench Wall
X-:: 11° �- IS' 22° - 30' 45° 90° Tee � Plug _, �
Dim. � Min; ritlx • r►in. �Max. �Min. Max. . Min.� Max. Min.� Max
�'t. "A" Are� V�1 �'R�� ArPa V�1 ,'�C" Area Vo) . "D" Area Vol . "E" area V�l
1•. .90 .8 .05. •95 •90 .05 �•95 .�0 .05 .91 .82 .05 1.16 .5� .05
1.5 .90 :8 .05: .95 .90 .OS 1.05 1.10 .OS l. 3 1.99 .OS 1.19 1.41 .05
1.5 •90 .8 .95 •95 .90 .OS 1.41 2.00 .OS 1.�6 3.47 .l 1.57 2•4E .1
1.5 .90 .8 .05. 1.26 1.60 .05 1.79 3.20� .1 �.18 S.b2 .2 1.99 3.9� .15
1.5 1.10 1.2 .oS 1.48 2.30 .1 2.14 4.50 .2 2.83 $.00 .3 2.38 5.65 .2
2 1.41 2.00 .� 2.00 4.�(� .1 ?.�'� A.�(1 .4 3.75 Y+.10 .65 3.16 10.40 .5
2 1•77 3• 10 .2 2.54 6.20 .3 3.52 12.40 .6 4.70:�.00 1.15 3•94 �5•55 •?5
2 2.14 4. So . 25 3. o0 9. oo . 5 4. 25 t 8.10 .95 5• b5 32• on 1. 8s 4. 76 �2 . 60 �l. 05
2.5 2.66 7.t0 .SS 3.78 1�.20 l.0 5.�0 28.20 1.75 7.05 �+380 3•�+ 5•9135•33z.1
2. 5 3• 33 l0 . 00 .75 4. 50 20.40 1, 4 (,, �6 '�0.80 2.65 8• 50 72:00 5.1 7. 20 51 . 00 2.95
� � 3.72 13..801. 2 5.25 '27.60 2.2 7.41 �5.�0 4�.1 �.40 �7. 50 7. q 8. �0 �.00 4 5
3 4.38 18.��0 1.6 6.00 36.00 2,.9 8.48 7.fl0 .4 11 .14 125. to.4 .SQ 90.03 6.15 _;
4.0 y.bo .>_2.5c�a.0o 6.70.4�00 7.00 9.40 88.00 0.00 13:00�62o t6.o 10.7d115m�12•oc� �
- _ ....�_ .
� Minimum areas shown are in square feet. Volumes shown are in cubic yards. ,
Vertical dimensions of all block bearing areas shall be 1�entical to the
horizontal dimension shown.
HORIZONTAL BLOCKING DETAIL
1-1-78
� `� "E" � 1500� Concrete
I � I
FIGURE �
C
Bend
E-1- 2o Material
E-2-2o Construction
�
/ NOTE: Trench width;
co, e l. Pipe �4" i.d. and smaller = 24" or ..
D �' Q` o.d, + 12" whichever is gre�ter. -,
\ p� 2. Pipe larger than 24" = o.d, of Pipe
/� ��. ;r � � � � � $ � � . , "
. x �.�-.� .
'�"�' �'` � �� 3. Cradle shall extend a min. of 6'' beyond
D ��n' r�q\t��'• � each s i de of p i pe.
. v�':q:',?'`,K►;+�„
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RU88ER GASKET JOlNT TYp � �`�;:rc'�'�J�
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M. J. - M. J. Bend
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• ';:•;;'�"; - •- i•�.'^•,� ' �-�%�:'��:' - 1500,� Concrete .
i u ri .��4"� w i � y. j.�_ ��.1' .
�•�' ef Cf• . ' �' �' ` �... S :�.
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�.. � �` MECHANlCAL JOINT
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Be11-Bell _.
o �
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��Q�i � v •�'d� ' 'T%j��.la��.S:�:�: �.4!+'.r.;Sr' t'
1500� Concrete �::� ''� � "-,�` ,`'t'�;,.�:"''"'Y'_`-� .."�..''.
� "•'i:s•, a��.t. .:,{ � �r• ■ �:��" �YQ 1't•"" �s• ��
.� •'�' ;.r=•l� ;,�.•.�C;��•': i ; .�?•` �� i���,� t:'
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4
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Keep a mi n. of 1'-0'�' BELL AND �PIGOT J01 NT Note: When crqdle i s
� clearance between shown or specified
� conc. and joints or � � for installation
bolts on C.I. Pipe. � on concrete p�pe
or in excess of 1'-0" . the fult joint
�as detailed. • length of the p�Pe
- CRAD�.E DETAIL or fitting shal i b
` cradled.
a � FIGURE �o �
E 1-20 Materials
j'� 1-1-7$ E 2-20 Construction
L�
D � '`�A .
C1ass "E" (2500#) Concrete �
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::! �
�. #4 Stcel Bar ¢;,;0� � � �
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D � oo� �
. o ya. i
a � �� � g
�� ���� i Keep concrete clear of
� � �� � pipe joints and bolts
a � ���..,
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4Jrap pipe with � ���� ��
15# roof i ng fel t �.�� / :D ��
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D . �•:o ��? � b_a:
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Form as necessary .
� -
. � BENDS 90° 45° 221/2° 11 1/4'
�' *Vol. Req'd. C.F. 39.99 21.64 11.03 5.54
A Ft. 2..50 1.42 1.0 �.75
6 B Ft. 4.0 3.88 3.36 2.75
D --� C Ft. 4.0 3.88 3.36 2.75 .
c *Vol. Req'd. C.F. 71.09 38.47 19.61 9.85
�- - A Ft. 2.83 1.67 1.5 1.0
� � 8 B Ft. 5.0 4.8 3.66 3.2
o C Ft. � 5.0 4.8 3.66 3.2
*Vol. Req'd. C.F. 111:07 60.11 •30.65 15.40 .
Q = A Ft. 3.25 1.92 1.75 1.5 .
•E 10 B Ft. 5.9 5.6 4.25 3.25
� o C Ft. 5.9 5.6 4.25 3.25
� *Yoi. Req'd. C.F. 159.94 86.56 44.13 22.]7
D a. A Ft. 4.17 2.42 1.42 1.25
� 12 B Ft. 6.2 6.0 5.54 4.2
C Ft. 6.2 6.0 5.54 4.2
D*Volume calculated on the ba�is of concrete
. reacting thrust on the respective bends under
an internal pressure of 150 psig at the rate
Dof 150 lb. wt. per cu. ft.�of concrete.
. , . _
� � . EXAM PLE A -
.i
�� VERTICAL TI E- OOWN 6LOCK DETA! L _
' � E1-20 Material .
, 1-1_,8 . F I G U R E � � E2-20 Construction
� • -
�
D �
D � �
D �
� Keep Concrete
Clear of Pipe
Joints and
� Bolts �
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D FOR 16" WATERLINE PER SHEET 46
Dimensions
A=S.U'
� B = 6.0'
C = 5.0'
D = 1.0'
E = 3.0'
� F = 3.0'
G = 1.0'
.,
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#4 Bars Both Ways
, 6�� G/C
NOTE � Quant i t i es wi 11 be
specified on detail
pla�s or directed by
the Engineer
,
� EXAMPLE C
� �' VERTtCAL TIE-DOWN BLOCK
FIGURE 13
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E 1-20 '�lateri al
E 2-2p i:onst ruct i on
. �
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#4 Steel Bar Straps in
variable quantity depend-
ing on thrust.
/""'.—�-- Provi de Formi ng as
Necessary
� 2500� Concrete
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NOTE: A. 5ta�oa� u r ipe r � �� ����a ,.,... .-- -
� p�ssible, with installation as tol)ows: .
1. Pipe fitting.
2. Pour manhole 11oor Lo sp'ri�y line ot titting.
� 3: Break out top ot fitting to spring line. _
4. Pour remainder of manhole in�ert to provide vertical invErt wall up to
3/4 point of the larger pipe involved, as detailed. ,
5. S�eel trowel finish invert ot� manhole. �
� B. When special situations prohibit use ot standard pipe fictings as above :,utli'IEG�
the invert shall be formed of concrete an� steel t�oa�el finished to proviue si;:ilar
� functional character�istics to those attorded by the above installation. tnvert:
thus formed shali be accomplished to �he Enqineer's satisfaction.
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Typicai Pian �—� Q �
p of M.H. Bottom In ,.�unction Manholes
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QSection A-A �
JUNCTION MANH4LE BOTTOM
Q �
� � F1G URE 108 Mate�;�,� E'-'
� I-1-78 - --- --- -
Construct ion E2-1
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Minimum Depth
After Compaction
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Nafural Gro�.►nd
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v � -�Dimension i,�"
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o` Sewer Pipe - 12 "
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I',; • _ • •' ' .'• : ; ` ' �..b'� Min..
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, ; , .: /.' : � . . • . ���-- Crushed Limestone to
,' ••• � Extend f rom 6� � Be 1 ow
' ' �� ''1 . • '':� Pipe to Springl ine
. (:` e �
' va�ia te� =\ (Excavate for Bei t s)
_ ��ame % .
rushed L me'stone� . ' '
TYPICAL SECTtON
Cost of Granular
Embedment and Crushed
Limestone Bedding
Included in Price Bid
Per Foot of Sewer Pipe
�
�SiAN�ARD EMBEDt►,i�ENT
FtGURE t4�
E1-2 Materiai
E2-2 Construction
1�/,cR'LY//.cl�\\\V///�\1YY/,d�lY///,cC�\1V9//,cC\��Y////,rC�\\V'/n',�\\\�Y�'/,t��\\YY//,c(���Y///.�Uv'//.st1UY//,��\y'//,t��V'Y/,F
y� f
o Variable Diameter Bore To Be Large Enough To Permit
`D L Design Type Pipe To Be Pulled Or Jacked Through.
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TYPICAL BORED SECTION
Longitudinal View
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� R.R. or obstacle of
similar nature requiring
TYPICAL BORE W1TH PIPE INSTALLED bored installation of
' Longitudinal View sewer. �
- - - - � . - -
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Pressure Grout
ai,����vn,�����wir.�����v��ii�c�����v���,����v�i�.���yi��c��� � � v�,,c•�
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erimeter of Bore
Carrier Pipe
� Pressure Grout Around Pipe. Grout
,. shall be proportioned as 1 Cu. Ft.
� of cement, 3�5 Cu. Ft. of clean
fine sand with 'suff�cient water
added to provide a free flowing
� thi ck slurry
7YPICAL END VIEW
0
--..
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Compression type joints to be used if possible.
If compression type joint is not available, htJ type,shall be used and '
�oints bolted before
�ORE� CROSSING DET'A1LS P�a�e�g P�Pe irsto _,�.,
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FiGURE I10
Material E 1-15
Construction E 2-15
, 1—]-78
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,,,,.s Annu 1 ar 5pace grouted z.— , t
. , �`� � r , l r , , � i . � , i . � � / y -
Corrugated Blacic Metal Tunnel Liner 12 Gauge or as indicated ir
��, � , � ,, � , � � ,� � Spec i a 1 P 1 ans S
Annular Space Grouted � ,Documents.
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Cut Away Longitudinal Section �
NOT E � �"'` -
Furnish � Install grout in ratio f
1 cubic foot of cement and 3•5
cubic feet of clean fine sand with
suf f i ci ent �•�ater added to provi de a
free flowing thick slurry.
;�
END VIEW
�
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Sewer Pipe
Furnish & Install skids
as necessary. �kids sha11
meet the approval of the
Engi neer.
1-1-78
= TYPI�AL TUNNEL SECTION Ea;ei5a1
Construction
� FlGURE 1 ! 1 � 2-'S
Tun,nel
, Li ner
Fi 11 Between ,Li r�er �nd
Sewer Pipe �r: th Gro��k
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= 1-1-78
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' Backfiii as specified
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.-Q --0�1
O6" min. dimension. 6" max. for pay purposes when
bid per cubic yard.
O6" min. dimension. Max. for pay purposes shall be 6"
on mains 24" and smaller, 9" on mains 30" and�larger,
when bid per cubic yard.
O3 4" min. dimension. 4" max. for pay purposes when
bid per cubic yard.
QClass "E" 15�(1� concrete.
CONCRETE
ENCASEMENT
FIGURE 1i3
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E 1-7 Material
E 2-7 Construction
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Curb � Gutter.� � � �
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' � Grad� � � j \
'� ay r�ConcSe ry i c i ne, M i n. 2°/ ��
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TYPI CAL SECTI ON
-�
Standard Cur_ �
I Gutter Sect i c�n
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�Service Line
�
Note: Embedment and backf i.1•1,
as requ i red� for ad j.acent ;
sewer main shail be included
in the price bid per sewer
_ service complete in place. !
�
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i
.
�1 Sac�er service line lacatian
to be marked �ith red vinyl
tape et least 3" wide �nd
1D mil thick attached to
the end af the servi ce and
extending through the back- •
fill a't the point of house
service connEction behind
the proposad curb. �
NOi'E:
Tees WiII Be Used On R11 Service
Lines Constructed At Same Time As
Public Sewer.
SERVICE LlNE DETAILS
FIGURE I 15 �,_g Materiat
E2-9 Construction
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8- f 4 REBARS TYP .
USE 3000f C�ASS
A CONCRETE.
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� CONC. CO�IAR ' ' Y r"
HEI�FiT VARIES� � 3/4" CHAMFER TYP. �
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Pt'XT. •PYXT. � , . � � � � ` GRDUND �
�, � �ilt%cll(T.�UI �
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� 2' 27. � ���'�G�?�, ., f . r . � �. -
� . � � . � GR.tQE R�N6S' � _ � .
� — , — . — — — — 6' MIN . � �
C.tSE ! ' C.eSE 2 ; . _ .
� - � aAM N�CK •' 3" MINIMUM
C.tSE 1 ' • - � FtEIGHT VaRIES
COLGaR SNALL EXTEND TO �
a_ TO.A OF 2.' 27 CONCRETE
tREBstR REO. J
OCASE 2 .
�COLL.�R SHALL °EXTENO 3' BECO1+'
BbTTOX OF LOh'EST 6RADE RING
�REBAR REO. J
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SECT I Oi�
(� � FIGURE .121 �
CONCRETE MANHO�E COLLAR
0 � D E T A I L E1-;20, 21 MATERIA�
E2-20.25 CONSiRUCTION
� 5/18/90
� � 3 j05I9 3
STREET
DIR T
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EXCAVATI�N, BACK�ILL AND PAVEMENT
REPAIR UNDER EXISTING STREETS
MIN. 2" H❑T ❑R C❑LD MIX ASPHALT,
EXIST, STREET PAVEMENT�
-TEMP�RARY PAVING REPAIR SH❑WN -
F�R PERMANENT PAVING REPAIR DETAILS
SEE FIGURES 1-5 ❑R AS SPECIFIED IN
THE PLANS ❑R SPECIFICATI❑NS.
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EXIST, BASE "� \��
� SAND MATERIAL
EMBEDMENT
SEE SPEC, E1-c
ETYPE C BACKFILL
SEE SPEC, E1-2
1'-6" MAXIMUM
MINIMUM 6' SAND
EMBEDMENT C❑VER
JM 6" EMBEDMENT
� INCLUDED IN LINEAR F�❑T BID PRICE ❑F PIFE
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. �I�URE A
CWATER SIZES UP T❑ & INCLUDING 12")
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NTS 4 REV, MARCH 25, 1999
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EXCA�/ATION, BACK�ILL AND PAVEMENT
REPAIR UNDER EXISTING STREETS
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MIN, 2' H�T OR COLD MIX ASPHALT—
EXIST, STREET PAVEMENT�
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TEMP❑RARY PAVING REPAIR SH�WN —
FOR PERMANENT PAVING REPAIR DETAILS
SEE FIGURES 1—S ❑R AS SPECIF"IED IN
THE PLANS OR SPECIFICATI�NS.
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„ • . PERMANENT PAVEMENT REPA[R
EXIST, BASE � \��
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EMBEDMENT
SEE SPEC, E1-2
�� 1) SEWER — MINIMUM 12"—�
� SAND EMBEDMENT C�VER
2) WATER — MINIMUM 6"
SAND EMBEDMENT COVER
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1'-6' MAXIMUM
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, � CRUSHED ST❑NE
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�I�URE
CSEWqR� ALL
CWATER SIZES 16"
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REV; MARCH 25, 1999
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SEE SPEC. E1-2
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MINIMUM 6' SAND-,
EMBEDMENT C❑VER
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EMBEDMENT
SEE SPEC, E1-2
�I�URE C
CWATER SIZES UP T� & INCLUDING 12")
NTS
REV; MARCH 25, 1999
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PR�P❑SED P�AVED STREETS �
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SEE SPEC. E1-3 °' ', � �� � ' ��.. ,
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CSEWER� ALL �IZES)
CWATER SIZES 16" & LARGER)
NT�S REV; MARCH 25, 1999
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REPLtiCE P�IVEMENT TO N RES DlNT
SEE LONGITUDINAL JOINT SPACING
� � —�
EKIST. CONC. PA �EMENT --, No.3 BARS ON 24 " CENTERS BOTH WAYS
WITN M/N. 2 BARS LONGITUDINAL lN DITCH
CLASS A' RElNFORCED
EXIST. CURB & GU7TER � CONCRETE PAVEMENT
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°�°"' °a•' •�; ti= �• ALC TRENCH EIACKFILL SHALC ME£T REOUIREMENTS FOR
�lF <1NYr -- — ��9 B' ;�:� GRADATIDN AND COMPACTION AS SPEC/FIED IN ITEM 402 OF
;:�: '��` THE STANDARD SPECIF/CATIONS FOR CONSTRUCT/ON, PUf3ClC
^ • WORKS DEPT., CITY OF FORT WORTH, TEXAS OR BACKFILL
-GRI��klE-D L/MESTONE TO EXTEND �o p� AS SPECIFIED IN SECT/ONS El-2 & E2-2 OF THE
FROM 6' BEL06Y PIPE TO SPRINGLINE �� D�' SPEClF7CATlONS FOR WATER DEPT. PROJECTS, FORT WORTN
OO� aD WATFR DEPT., CITY OF FORT WORTN, TEXAS.
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�p� �p� ���QD�� PROPOSED PIP�
� DITCH WALL
6" CRUSHED L/MESTONE
NOTES.•
O1 REINFORCED CONCRE�E PAVEA�ENT 1ylLL BE REPLACED TO ORIGINAL DEPTH S
OR TO A hflNIMUM DEPTN OF 5", VYHlCH�ER !S GREATER.
O IF STEEL EXISTS IN CONCRETE PAVEMENT TO BE CUT. THE STEEL SNALL
BE CUT AND SsIL��IGED AS POSSIBLE. A MIN/MUM LAP SPLICE DISTANCE '
OF 12" YYILL flE PROVIDED.
O RE/NFORCED CONCRL•7E PnV[d!F_NT {YILL !3E REPCACED AS SNOWN OVER
TR£NCN lN THE EYEIJT NON—REINFORCED CONCRETE PAVEMENT lS REMOI/ED.
O F3EDD/NG OF PIPE TO AfATCH ADJACENT SECTONS OR SPEClFlCATlON 402,
WHICHEVER 1S GPvITER. '
FIGURE 1 �
7YPICAL SECTIt�N — TRENCH REPA/R CONCRETE PAVEMENT
q1Y Of F�RT WORn( l7LWSPoRUAON/PUlIUC WORXS OfPL ENCEN£ERINC DMSION
110T 70 SG4Cf
LOGlTUDINAL JOINT
SPACING
STREET SPACING
WIDTH
28' & 30'� ON C/L
36' & 40' ON C/L & 8" FROM
i3ACK OF CURB
ON C/L & 11'
44� OFF C/L
48' QN C/L & 12 �
. OFF C/L
so' s' & �8' o�' c/c
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REPI�CE PAVEMENT TO NF�IREST JOINT
. - SEE LONGITUDINAL JOINT SPACING •
h`. ` I . .
No.3 BARS ON 24" CENTERS BOTH WAYS
WITH MlN. 2 BARS LONGITUDINAL lN DlTCH
Cl�ISS A' REINFORCED �
FXlS7: CURB & GUTTCR � CONCRETE PAVEMENT EXIST. CONC. PAVEMENT
C-,YIST. JOINT -
, � � EXIST. JOINT
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°ea�4m•$AY'a•i9 s•;"�d,•„•�°' EXIST. JUU OAJE
�: +•e• °'••••:= •t• 'o ALL 7RENCH BACKFILL SHALL MEET REqUIR£M�NTS FOr? �lF ANY�
CRUSHED UMEST�NE , ' '� • . �" d 4�9�~� �' "' ' �.
<...•"� o,,�e' ' �.~„o• �• GRADATION AND COMPACT/ON AS SPEC/f lED /N ITEM 402 OF
, o j: g. °�' �'y; e:;'°� THE STANDARD SPf.CIFICATIONS FOR CONSTRUCTIDN, PUBLIC
TO EXTEND FRO�f 6� �,q�,o •..� V WORKS DEPT., C/TY OF FORT WORTH, TEXfiS OR E�iCKFILt
BELOW PIPE TO AS SPEClFIED !N SECTIONS E1-2 & E2-2 OF THE
°a. :` • ;��Le
SPRING LIIVE '•''• SPECIFICATIOIJS FOR WATER DEPT. PROJ£CTS, FORT WORTN
�o , ,�� , WATER DEPT., CIIY OF FORT WORTH, TEXAS.
IVOTES:
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0 4° �c� �PROPOSED' PIPE
op �o �a
DITCH W�ILL
6 "' CRUSHED UMESTOIJE
REINFORCED CONCRETE PAVEMENT W/LL BE REPf�ICED TD OR/G/NAL DEPTH
OR TO A MlN/MUM D£PTH OF 5', WHICHEYER lS GREf1 TER.
lF STEEL EXlSTS !N CONCRETE PAVEMENT TO 6� CUT. THE STEEL SHALL
BE CUi AND SALVAGED• AS POSS/6LE. A. df/N/kfUhf itiP SPLICE D/STANCE
OF 12"' WILL !3E PROVIDED.
s
LONCITUDlNAL JOINT
SPAClNC
STREEf SPAClNC
WIDTH
28' w 30' ON C/L
RfINFORCEO CONCREff PA1�Eb�ENT W/LL BE REPL4CE0 AS SHO{VN Ot�ER
TRENCH !N THE EVfNT NON—REINFORCED CONCRE7E PAVEMENT lS REMOVED.
O 6EDDlNG OF PlPE TO MATCH ADJACENT SECTIONS DR SPECIFlCATION 402, ,
WHICHEVER IS GRATER.
� FIGURE 1 B
TYPIC�L SECTION — TRENCH REPAIR CONCRETE PAI/EMENT
ClIY OF FORT I4'ORIN IRtNSPORlA710N WORKS D£PT. ENClNftFINC DM90N
NOT TO SGIL£
36' & 40' ION C/L �k 8' FROM
BACK OF CURB
44' I ON C/L dc 11 "
� OFF C/L
48, I 0/J C/L & 12'
OFF C/L
60' � 6' & l8' OFF C/L
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JOI�T DEPTH
PAVEh1ENT JOINT DEPTH
T�iCKr�ESS ( T/a )
T = 5" 1 1 /4"
T = 6" 1 1 /2••
T = 7" 1 3/4"
T _ $�� 2..
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6 SMOOTH .` � �' ' REDWOOD EXPANSION
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DOWEL SUPPORT BASKET�
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JO(i�(i DETPIL N0. 1
SEAL FOR IXPANSION JOINT
NOT TO SCALE
r1�4 Y SILICONE JOINT •
,.,� I SEAIANT
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o � , .: ��SAWED JOINT FACE
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• 'COLD' JOINT CONSTRUCTION
FIRST POUR SECOUD POUR
JOINT DETAIL N0. 2
4SEAL FOR LONGfNDiNAL AND
TRANSVERSE CONSTRUCTION
8UT JOIM
NOT TO SCALE
r��4 y SILICONE JOfNT
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T �� , y--SA`NED JOINT FACE
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SEAL FOR SAWED DUMMY JOIPfT
NOT TO SCALE
� -•- -----•--- SUPPLEM�NT TO T&PW FIGURE 1: �-
WHEN EX;STING CONCRETE IS CUT, SUCH GUTS SHALL BE MA�E WITH A CONCRETE SA`�Y.
�-,. •. •. __.__ _ALL S�,NING S4ALL :BE SUBSIDIARY T0� THE UNIT COST OF THE ITEM FOR M(HICH SAWING IS
REQUIRE�. JOIPlT DcTAILS N0. 1,2 & 3 OF THE T&PW PAVING D�TAILS SHALL B�
APPLICABIE.
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45' BEND
�NP�
DlP WATER MAIN �
� (PIPE S2E �ARIES)
, � •_6�• P/PE 0.0, � �_6� . •
M/N. M/N. p�p SEWER PIPE
� (PIPE SIZE �ARIES)
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COMPACTED BENiONITE CLAY � — � �
OR 2: Z7 CONCRETE � —� I
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N/IDTH = PlPE DIA + 1 '
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NOT TO SCALE
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ENCfi1SERS — PU;iYERS — SL'RVEYORS
' 15�t 6(E�3IIUC C(RCLE, SUITE 100
FOP.T NOi�!:, TESUS 7d107
PFf.(81'7)�35-1121 b(ETRO(8t7)429-213�
FAX(al7)395-7�97
COMPACTED .BENTONITE CLAY
OR 2:27 CONCRcTE ..
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EASEMENT DOCUMENTS
TEMPORARY RIGHT-OF-ENTRY AGREEMENT
a9702100_Specs_M7.wpd
EASEMENT DOCUMENTS
Three copies (in 3-ring binders) of all the right-of-entry forms and all easements (temporary
construction and permanent) obtained for this project are available for exaxnination at the
plans desk of the Department of Engineering. Bidders sha11 be provided with copies of any
right-of-entry or easements upon request. The terms of all Special Provisions or Conditions
for easements shall be applicable. The responsive low bidder(s) will be furnished with a copy
of Appendix A after award of contract. Bidders shall not remove any of the three copies from
the plans desk.
9702100 Specs_M7.wpd Appendix B- 1
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Sanitary Sewer System Rehabilitation and Improvements
Drainage Area IVI-7
(Group 4, Contract 2), Part 7
Water Department Project No. PS58-070580174670
DOE No.
Parcel #
Address:
LOT _, BLOCK , Subdivision:
TEMPORAItY RIGHT-OF-ENTRY AGREEMENT
�
Owner: herewith grants permission tot he City of Fort Worth and its
� independent contractor, to enter upon the Owner's property located at LOT _, BLOCK ,
Subdivision: , also described as (premises),
for cleaning, rehabilitation, replacing, or constructing a sanitary sewer or sanitary sewer manhole.
� Any entry and use of the premises by the City of Fort Worth or its independent contractor under the
Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the
City or its independent contractor.
DThe City of Fort Worth further agrees to restore the premises to the same condition that existed prior
to entry. If restoration is required, the work shall be performed in a timely manner, weather
Dpermitting.
This agreement is executed this day of , 19 , by Owner:
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OWNER:
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� 9702100_Specs_M7.wpd Appendix B - 2
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APPENDIX C- STATE REVOLVING FUND (SRF) REQUIREMENTS
TWDB CONTR.ACT CONDITIONS
S.R.F.
CONTRACTOR'S ACT OF ASSURANCE
CONTRACTOR'S ACT OF ASSURANCE RESOLUTION
� 9702100 Specs_M7.wpd
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TWDB CONTRACT CONDITIONS
PRIVITY OF CONTRACT.
This contract is expected to be funded in part with funds from the Texas Water
Development Board. Neither the St�te of Texas nor any of its departments, agencies or
employees is, or will be, a party to t'iis contract or any lower tier contract. This contract
is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this
contract is executed.
DEFINITION.
D The term "TWDB" means the Exec tive Administrator of the Texas Water Development
Board, or other person who may b� at the time acting in the capacity or authorized to
perform the functions of such Administrator, or the authorized representative thereof.
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FINAL PAYMENT.
The retainage and its interest earnings, if any, shall not be paid to the Contractor until
the TWDB has authorized a reduction in, or release of, retainage on the contract work.
REVIEW BY OWNER AND TWDB.
(a) The Owner, authorized representatives and agents of the Owner, and the TWDB
shall, at all times have access to and be permitted to observe and review all work,
materials, equipment, payrolls, personnel records, employment conditions, material
invoices, and other relevant data and records pertaining to this Contract, provided,
however that all 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.
FLOOD HAZARD INSURANCE
This proyision applies to any contract which will construct structures that are insurable
� under the National Flood Insurance 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
the flood hazard insurance as soon as possible and submit a copy of the policy to the
Owner.
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ARCHEOLOGICAL DISCOVERIES.
No activity which may affect a State Archeological Landmark is authorized until the
Owner has complied with the provisions of the Antiquities Code of Texas. The Owner
has previously coordinated with the appropriate agencies and impacts to known cultural
or archeological deposits have been avoided or mitigated. However, the Contractor may
encounter unanticipated cultural or archeological deposits during construction.
If archeological sites or historic structures are discovered after construction operations
are begun, the Contractor shall immediately cease operations in that particular area and
9702100_Specs_M7_AppC.doc Appendix C - 1
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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.
The Contractor shall not resume work in the area of the discovery until authorized to do
so by the Owner.
ENDANGERED SPECIES.
No activity is authorized that is likely to jeopardize the continued existence of a
threatened or endangered species as listed or proposed for listing 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 immediately 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 include 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 other 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.
In the execution of the Contract, the Contractor must comply with all applicable Local,
State and Federal laws, including but not limited to laws concerned with labor, safety,
minimum wages, and the environment. The Contractor shall make himself familiar with
and at all times shall observe and comply with all Federal, State and Local laws,
ordinances and regulations which in any manner affect the conduct of the work, and
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.
HAZARDOUS MATERIALS.
Materials utilized in the project shall be free of any hazardous materials, except as may
be specifically provided for in the specifications.
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 the
Owner. The Owner will be responsible for the testing 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 disposition of
hazardous materials on sites owned or controlled by the Owner.
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EQUAL EMPLOYMENT OPPORTUNITY
During the performance of this contract, the Contractor agrees as follows:
(1) The Contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, age, handicap, or national origin.
The Contractor will take affirmative action to ensure that applicants are employed,
and that employees are treated during employment without regard to their race,
color, religion, sex, age, handicap, or national origin. Such action shall include, but
not be limited .to the following: Employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other
forms of compensation; and selection for training, including apprenticeship. The
Contractor agrees to post in conspicuous places, available to employees and
applicants for employment, notices to be provided setting forth the provisions of this
nondiscrimination clause.
(2) The Contractor will, in all solicitations or advertisements for employees placed by or
on behalf of the Contractor, state that all qualified applicants will receive
considerations 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
J he has a collective bargaining agreement or other contract or understanding, a
notice to be provided advising the 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 employees.
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(4) The Contractor will comply with all provisions of Executive Order 11246 of
September 24, 1965, the Age Discrimination in Employment Act of 1967,29 U.S.
C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act
of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant
orders of the Secretary of Labor.
(5) The Contractor will furnish all information and reports required by Executive Order
11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary
of Labor, or pursuant thereto, and will permit access to his books, records, and
accounts by the administering agency and the Secretary of Labor for purposes of
investigation to ascertain compliance with such rules, regulations, and orders.
(6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of
this contract or with any of the said rules, regulations, or orders, this contract may be
canceled, terminated, or suspended in whole or in part and the Contractor may be
declared ineligible for further Government contracts or federally assisted
construction contracts in accordance with procedures authorized in Executive Order
11246 of September 24, 1965, and such other sanctions may be imposed and
remedies invested as provided in Executive Order 11246 of September 24, 1965, or
by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by
Law.
(7) The Contractor will include the portion of the sentence immediately preceding
paragraph 1, and the provisions of paragraph 1 through 7, in every subcontract or
9702100 Specs_M7_AppC.doc
Appendix C - 3
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purchase order unless exempted by rules, regulations, or orders of the Secretary of
Labor issued pursuant to section 204 of Executive Order 11246 of September 24,
1965, so that such provisions will be binding upon each subcontractor or vendor.
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 the administering agency the
Contractor may request the United States to enter into such litigation to protect the
interest of the United States.
(8) The Contractor will comply with Executive Order 11246 based on its implementation
of the Equal Opportunity Clause, specific affirmative action obligations required by
the Standard Federal Equal Emp�loyment Opportunity Construction Contract
Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals
established for the geographical area where the Contract is to be performed. The
hours of minority and female employment and training must be substantially uniform
throughout the length of the Contract, and in each trade, and the Contractor shall
make a good faith effort to employ minorities and women evenly on each of its
projects. The transfer of minority or female employees or trainees from Contractor
to Contractor or from project to project for the sole purpose of ineeting the
Contractor's goals shall be a violation of the Contract, the Executive Order, and the
regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the
total hours of employment and training of minority and female utilization the
Contractor should reasonably be able to achieve in each construction trade in which
it has employees in the covered area. Goals are published periodically in the
Federal Reqister in notice form, and such notices may be obtained from any office of
federal contract compliance's programs office or from federal procurement
contracting officers (512) 229-5835. The Contractor is expected to make
substantially uniform progress toward its goal in each craft during the period
specified.
Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the
work involving any construction trade, it shall physically include in each subcontract in
excess of $10,000 the provisions of these specifications and the notice which contains
the applicable goals set for minority and female participation and which is set forth in the
solicitations from which this contract resulted.
D9702100 Specs_M7 AppC.doc Appendix C- 4
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S.R.F.
1. The Contractor shall complete the two attached Texas Water Development Board
� forms at time of contract execution.
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CONTRACTOR'S ACT OF ASSURANCE
STATE OF TEXAS
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COUNTY OF � QY�'�-�� �
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BEFORE ME, ��.t'� � <<� , a Notary Public duly commissioned
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and qualified in and for the County of ��-rrQ� � in the State of Te as
came and appeared �l� �-� `n L lii_C�, as represented by
��' � �r�s � c�e h�'
I r�� �--- , the corporation s , who
declares he/she is authorized to represent r 1�, k�-c.�l ('1 I�� '
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pursuant to provisions of a resolution adopted by said corporation on the � �
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day of JG•t1u;� , 19�� (a duly certified copy of such resolution is attached to and
is hereby made a part of this document). �_
, � l�
�'� �. � Y11'1�..�as the representative of �, — �� � �G .
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declares that � 4�.. assures the Texas Water Development Board that
it will construct �-�' ,(�t��T � project at ���C �'�`� Texas, in
accordance with sound construction practice, all laws of the State of Texas, and the
rules of the Texas Water Development Board.
GIVEN UNDER MY HAND and seal of office this �`'1
199 � AD
o.►�*" "�i� TANYA MIRO
= NOTARY PUBLIC
�, � � State of Texas
"}'oF+�� Comm. Exp. 06-02-2001
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My Commission expires
day of � .
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Printed Name
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CONTRACTOR'S ACT OF ASSURANCE RESOLUTION
. . ,
����� �� � ��
Name ��
I hereby certify that it was RESOLVED by a quorum of the directors of the �
�c�. �ec�r-�r� . � r�c, • ,
Nafne of Corporation
meeting on the day of �iO�,A I�,�,�i�, 19��, that `1oh�C1 ��( f`(��,
be, and hereby is authorized to act on behalf of �S (�C.:lrl l f1� • ,
Name of �orporation
as its representative, in all business transactions conducted in the State of Texas, and;
That all above resolution was unanimously ratified by the Board of Directors at
said meeting and that the resolution has not been rescinded or amended and is now in
full forces and effect; and;
In authentication of the adoption of this resolution, I subscribe my name and affix
� the seal of the corporation this �`'C day of ���. , 199Ci .
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(seal)
9702100_Specs_M7_AppC.doc
Appendix C - 7
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APPENDIX D
TxDOT PERMIT
� 9702100 Specs M7.wpd
DForm 1082 (Rev. 09-93)
(Previous Versions Obsolete)
� To: Ciry of Fort Worth
; 811 Lamar St., Suite 310
� Fort Worth, Texas 76102
c/o Rakesh Chaube��, P.E.
APPROVAL
REVISED
Permit # 220-SS-97-98R
Hwy. No. I-35W
Maintenance Section No. 03
County: Tarrant
Date: February l6, 1999
DThe Texas Department of Transportation (TxDOT) offec•s no objection to the location on the right-of-way of your proposed Sanitary
Sewer Manholes as sho�vn by accompanying drawings and noTice dated March 31, 1998, except as noted below.
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Revisioa as of 02/16/99: Plan Sheet Numbers have been revised to 43 of 48, 44 of 48 and 48 of 48.
This is an approval of plansheets 54 of 58, 53 of 58, 58 of 58 and 20 of 58 to construct five 4' diameter standard sanitary sewer
manholes on existing sewer lines paralleling inside the west right-of-way of I-35W, located between the intersections of
Elmwood Ave. and Ramsey Ave. Refer to the attached plansheets for further details of installation and location. Manhofes and
covers shall be flush w•ith the existing pavement surface with covers weighing at least I'75 pounds. Where it is necessary to cut
the highway, the pavement structure shall be repaired to as good or better condition than before. Traffic control devices shall
be in strict accor@ance with the Texas Manual on Uniform Traffc 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 ri�ht-of-way for normal service and maintenance
operations. The Owner's rights of access to the through-traffic roadways and ramps sE►alI be subject to the same rules and regulations
as appiy to the generat 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.
It is expressly understood that the TxDOT does not purport, hereby, to grant any ri;ht, claim, title, or easement in or upon this
D highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing
laws, by �iving thirty (30} days written notice.
� You are requested to notify this office prior to commencement of any routine or 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 trimmin�, topping,
h tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in
highway planting and beautification, by reducin� damage due to trimming.
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The installation shall not dama?e 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 compe! compliance.
GENERAL SPECIAL PROVISIONS:
Special Requirements for installation of Utilities on Highway Right-of-Way
Backfill of Utility Trenches, Rev. Feb., 197]
Utility Construction Work on Saturdays and Sundays for Utility
Installations Authorized by Utility Permit.
Utility Policy Chart.
Details for Installin� 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.
Please notify Glynis Rodriguez at (8l7) 370-6585, forty-eight (48) hours prior to starting construction of the line in order that we
may have a representative present.
Texas artment of Transportation-Fort Worth
Stev n. Simmi ns, P. District En ' P�r
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TEXAS DEPARTMENT OF TRANSPORTATION
DISTRICT N0. 2
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SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY RIGHT-OF-WAY
(1) Coordination of Work with HiQhway Contractor or State Forces
If any portion of related highway is under construction, no Utility Owner's Forces
or Contractors shall enter within the highway right-of-way without first consulting
the Highway Contractor and making necessary arrangements to coordinate installation
of its facilities with Highway Construction.
` Al1 work relative to installation of Utility Owner's facilities shall be conducted
�,,, in such manner as not to interfere in any way with operations of the Highway
Contractor.
The above requirements with respect to coordination of work with Highway Contractors
shall likewise apply to work being done by State Forces.
(2) ChanQes in Location of Proposed Utilities
� No changes shall be made in approved location of utilities within limits of highway
right-of-way without prior authorization of Texas Department of Transportation.
�' (3) Adjustment of Utility Poles and Appurtenances
No deviations shall be made from the location of underground lines approved or
designated by the Texas Department of Transportation either during planning or
construction to avoid utility poles. Where such poles are adjacent to any proposed
� underground line, Utility Owner shall make necessary arrangements with other Utility
� Gwners for moving poles and appurtenances and/or supporting same during trenching
operations.
Any poles, anchors, etc. relocated to clear the proposed underground line shall be
^ moved toward the highway right-of-way line and location shall be subject to the
Texas Department of Transportation approval.
(4) Submission of Project DrawinQs to State
�"' Prints of detailed drawings showing exact plan location and profile of underground
line shall be submitted to Texas Department of Transportation well in advance of
� construction of line, for verification that location of line is in accordance with
requirements specified herein.
r* (5) StakinQ of Utility Lines in Advance of Construction
Utility lines shall be staked well in advance of construction of line so that
Texas Department of Transportation can inspect staking to verify that alignment
conforms to requirements 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 Assi�nment
of Authorized Location to Other Utilitv Owners
It is expected that where the installation of utility line has been authorized, such
installation will be made within a reasonable period after approval of permit,
otherwise, the Texas Department of Transportation reserves the right to assign the
location originally approved for the line to another utility.
If construction of Utility line has not been started within 4 months after date of
approval, the Utility Owners shall immediately notify the Texas Department of
Transportation whether it is still intended to install the line and the date
construction will commence. If the owner intends to abandon all or any part of the
authorized location, the Texas Department of Transportation shall be informed
accordingly so that such abandoned location may be assigned to other utilities if
deemed necessary by the Texas Department of Transportation.
(7) Inspection by Texas Department of Transportation Representatives
Utility Owners shall inform their forces or contractors that all utility
installations authorized by Utility Agreement or Permit shall be subject to such
inspection and tests as may be deemed necessary by the Texas Department of
Transportation to verify that work is being done in accordance with the Texas
Department of Transportation requirements. All supervisory personnel shall be
instructed to furnish such information and cooperation as may be required to perform
such inspection.
(8) Copy of Permit on Job Site
A copy�of the approved permit shall be kept on the site of the work at all times when
work is in progress.
(9) Full-Time Supervision and Inspection
The Utility Owner shall provide competent full-time on-the-site supervisors or
inspectors for all utility installations either authorized by permit or covered by
utility agreement with the Texas Department of Transportation.
(10) Incorrect Location of Utilities
Any pipe incorrectly located during construction to conflict with any highway
structure shall be removed and laid in proper location at entire expense of Utility
Qwner.
(11) Protection of 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-way 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 Slopes
Any existing riprap cut by trenching operations shall be replaced and surface of new
riprap finished to match that of existing riprap. Concrete riprap shall contain not
less than 3 sacks of cement per cubic yard of concrete. Reinforcing steel shall
conform to that of existing riprap.
Slopes of highway cuts and embankments damaged by any operations relating to
installation of utility shall be repaired and restored to the exact contour existing
prior to initiation of the utility project. All earth placed in the restoration of
slopes, etc., shall be compacted to a density equal to or greater than that of the
original slope as directed by the Texas Department of Transportation representative.
(14) Replacement of Base and Pavements
Where removal of 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.
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(15) Repair and Restoration of Soddin,�
Where sodding is disturbed by excavation o
be replaced by mulch sodding on all slopes
�- be replaced by block sodding.
(16) Installation of Lines Beneath Pavements
backfilling operations, such areas shall
of 2% or less. Al1 slopes over 2% shall
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No open cuts for pipe trenches shall be made across any pavement beneath main highway
..,, 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.
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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
,r, 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. �
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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.
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If the use of any explosives is permitted, all blasting operations must be conducted r
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 Highway Traffic, Barricades, Warnin� SiQns, 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 Existin� Utilities
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(a) Prior to selecting a location for a proposed installation or accepting a M•
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 shall �
notify all other Utility Companies who may have facilities in the area so
they can determine if the proposed construction will conflict with or
otherwise damage their facilities. �
(21) Use of Plastic Pipe and Nonmetallic Pipe
(a) Plastic pipe may be used for gas lines provided the internal pressure does �
not exceed sixty pounds per square.inch, they are encased from right-of-way
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 sha11 be +�'
concurrently installed or other means shall be provided for detection �
purgoses.
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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 UnderRround Utilities
� Above ground installation, such as pedestals, fire hydrants, meters, etc., installed
as a part of an underground utility shall be located at or near the right-of-way
line, well outside the highway maintenance operation area.
� (23) Markers
The utility company shall place a readily identifiable and suitable marker at each
right-of-way line for highway crossings except where marked by a vent.
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January 28, 1992
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&T�Q�"ILL OF UPILS'I'Y TRFNCf�S
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(A)
Description
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`I2zis specification shall govern backfill of trenches which have been o{�-►ed for the
r�x7va1, adjusta��t, or installation of utility lines withu� the limits of hi�way
ric�t-of-way or highvray construction project.s.
`Iy� 1 Backfill s,t-�all be u�seci in all cases exce{7t the following:
� 2 Backfill, when allawed by the permit, a�t, or by the Z�xas
Depazt�.nt of Transportation re}�resentative, may be wsed anly in trer�c2�ies
parallel and adjace.nt to ric�t-of-way lines ar�d in at�eas whex�e there will be no
earth work construction or construction traffic exce�t that this method may be
used for plac.ing backfill which will later be remaved by highway construction.
`I�pes 3 or 4 Backfill may be required for s�ecial corxiitions wt�exe the
possibility of settlement or erosion of backfill must be el�mir�at.ed or when,
after backfill is started, it bec�nes appas�ent that `Ij�pe 1 Backfill is
tuLsuitable.
`I�pe 5 Backfill may be �sed in special locations where allawed by the perniit,
agre�nt, or by the Texas De}�arbment of Tiansportation representative.
Tvr.� 1 Backf i 11 ( Conaaact.ed Backf i 11)
Z�e 1 backfill shall consist of ocs��acted material ebtained fn�an suitable soil
excavated frcan the treix�, or f�an soui.r.es outside the highway ric�t-of-way.
Material shall be free of nxk, 1Lm�s, or clods that will not break dawn under
ccat�action.
Backfill material shall be placed in the tr�x-h in layers not to exceed 6" in depth
ar�d c��act.ed. Water shall be added as required to facilitate ccx�paction.
Con�action shall be done with rollers or mechanical ta�s. Use of rollers will be
pexmitted only when such use is not believed detr.imP.ntal to any highway facility ar�
the type roller u.sed is a�table to the `Pexas De.gartment of Transportat_on
reprnsentative. When rolleis are e�loyed, med�anical ta�s shall be tL.�3 along
sides of tx�x�h to c��act any backfill that cant�ot be reach,ed with rollers.
Ca�actirig shall be continued until a backfill density equal to that of the
adjaoent, urr�istu�e�i material has been Qbtained.
Where trenc�les lie within the limits of drainage ditches anci charu�els which are in
rock, the 'Ij�pe 1 Backfill used in trench shall be sealed with 1' of concrete
backfill struck off flush with the top of nxk.
(C) `I�e 2 Backfill (Water Jetted Backfilll
`I�pe 2 Bac.kfill shall consist of suitable material excavat.ed. frcan the tre-nch or
other a�table material obtait�ed frcxn sour�es outside the YLighGray ric�t-of-l.Tay•
ROw Utility Section
January 28, 1992
4�
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BACKFILL OF UTILITY TRENCHES CONT'D.
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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 e-�i:�� ����--e�r two 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.
1
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 5 Backfill (Uncompacted) �'
Type 5 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. R�dges '
created by suc11 mounding shall be left sufficiently flat so as not to interfere with
mowing or other maintenance operations.
1
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ROW Utility Sectio� '
�anuary 28, 1992
I
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Pipelines cro�sing under surfaced roads and roads carrying traffic within limits
� of hic�way ric�t-of-way shall be placed by boririg or tunneling, unless otherwise
speciiically authorized by the TP�tas Departinent of Transportatiora.
Borings or tunriels shall be placed at such depths below bottom of paveme.nts as
D to pravide sufficient depth of soil abave hole for supporting superi�osed live
and dead loads ar�d also prevent collapse of rting soil between hole and
pavements due to any boring, tunneling, or cas' jack.ing�.operations.
� Boring arx�/or ttuv�eling shall extend past roa y crown lines and outside of any
shoulders adjacent to pavements. ,
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Pits excavated for boring or tluv�ling operaticns shall be located so that any
possible sloughing of sides of pit will not er shoulders or pavements and
so that barricades can be placed as specifiede e�rein. �
All operations and equi�rit relative to tunne ing and boring shall be confined
to areas outside of roadway shoulders and away from edges of gavements by
suitable barricades. Barricades shall be main ined clear of shoulders at all
t�mes except that in no case shall the clear d'stance between barricades and
edge of pavemerit or face of curb be less than feet.
(B) BORING
Where material beneath pavement is sandy or le ar�d will be subject to
caving, hole for casing shall be bo`red and case.cl simultaneously and bored
material removed through casing. Cutting face'of auger or drill shall not
proje�t more than 6 inches ahead of casing and no water shall be u��ed in
connection with drilling.
Where material beneath pavement is stable and r�ot subject to caving,'hole for
casixig may be bored first and casing insext.ed hole inunediately after
c,ampletion of boririg if permitted by the Texas�UDepart�nent of Transportation.
Water shall not be u.sed in conjurx.-tion with drilling if it in any way causes
stable material to cave or bEc�me unstable.
� (C) 'I[JrIIVF.I�Il�TG
While hole is being tunneled, casing shall b� �acked iilto place as operations
� progress except as hereinaftex specified. � .
Where necessary to use sectionalized steel lin�x plates, each succP.ssive ring of
� plates shall be placed in position and cai�l;��ly bolted into place as soon as
excavation is can�leted far enough ahead of ; leted casing to receive the next
ririg. �
�
ROW Utility Section
� January 28, 1992
��
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Working faoe of excavation shall not rL��,�le advancir�g er�d of casing by more
than 2 1/2 feet unless othexwise permitted by Texas Department of
Transportation.
No e�losives shall be u.sed within limits of highway ric�t-of�aay in conjianction
with tunneling exoept as specified ur�der "Use of �plosives" cavered elsewhere
in accx�panying specifications.
� d;.� �iY4. �
All voids arauxi casing shall be pressure gznuted with grout consisting of
P�rtland C�nent ar�d washed sarxi ar�d containing not less than 6 sacks of Portlar�d
Cement per cubic ya�i of grcxit. Additional cement shall be added if workability
� ar�d,/or stability cannot be abtained with r��,L l.ions ir�di.cated. An air �
entraining agent may also be ac�ded to the qrout mixture,to facilitate flaw if
1'1Pr`PCsaiy.
Groutir�g shall be done itrnnediately after casing has been installed in hole in
on�er to avoid ariy shearing o� soil and settlement of averbun�en abave casing.
I�ean.s sha1�1 be pravided for praving that voids are filled around 24" diameter
and larger casir�gs in the event there is soa� doubt by the Texas Depart�xit of
Transportation that voids are being filled. On reinforced concrete casing thi5
may consist of holes drilling arotu�d inside of perimeter of casing ar�d fi�tted
with removable plugs. On steel casir�g, reniov�ble thre.aded plugs may be provided
at intervals around inside perimeter of casing.
No holes shall be drilled in pave�nent or shoulders'for grouting operations.
(E) BORE PIT IOCATION
Bore pits shauld be located at least thizty feet fran the edge of the nearest
throuqh traffic lane and not less than twenty feet from the edge of pavement on
rai�s. On law traffic roadways ar�d frontage roads, bore pits should not be less
than ten feet f�xn the edge of pavement.or five feet frwn face of curb.
ROW Utility Section
January 28, 1992
Sheet 2 of 2
D
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UTILITY CONSTRUCTION WORK ON S,ATURDAYS AND SUNDAYS FOR
DUTILITY INSTALLATIONS AUTHORI?,�D BY UTILITY PERM�
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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 Highw�ay Contractor, such work will be
permitted providing that the Utility Owner agrees to: _
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D 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
D give such advance notice will be sufficient reason to
not grant approval for working.
� b. Require his Contractor to have sufficient personnel and
equipment on the job to efficiently prosecute the work.
c. Have owner's supervisor or inspector present on the job
D at all times c�tiile the above types of uork are in
progress.
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D02-176
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TRAFFIC SIGNALS
NOTIFICATION IS REQUIRED 48 HOURS PRIOR TO THE BEGINING OF ANY
EXCAVATION WITHIN THE RIGHT-OF-WAY IN ORDER THAT THE STATE MAY
�
VERIFY THE EXISTENCE OF ANY ELECTRICAL WIRING. CONTACT JAMES
� WARD, TRAFFIC SIGNAL DEPARTMENT, TELEPHONE NUMBER 817-370-6671 OR
� PAGER NUMBER 817-828-9301. FAILURE TO PROVIDE PROPER NOTIFICATION
WILL RESULT IN THE IMMEDIATE REPAIR AT THE GRANTEE'S EXPENSE.
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iJti'litv Manual
CONTROLLED ACCESS HIGHWAYS
STANDARD REQUIREMENTS
Loca[ioo - Near ROW Line. Crossir.gs approx.
perpendicu[ar.
Vent - AC least one required.
Markers - Required.
Depch - 18" usual und 12" minimum or � diam.
casing under subgrade. 30" [otal clear depth
at atl points where encased. 36" to[a( clea:
depth where not encused. (Longitudinal)
Encnsement - Under roadways, di[ches, s[ruc-
cuces and cen[er medians. Exceptions allowed
for vide medians.
Locntion - Near ROI.' Line. Crossings approx
perpendicular.
Markers - Required.
Depth - Atinimum I8" under subgrade or b0"
under pavemeat sur[ace. 48" minimum under
di[ches. cxceptions may be allared if pro-
tecte� by reinforced conctete slab.
Encasement - Not required if welded steel
construction oE heavier wa12 thickness
and/or higher strength steel, coated and
wrapped, ca[hodically protected and other
measures as required. Limits of pro-
tec[ion are the same as thet for encase-
ment.
EXC�PTIONS FOR EXISTING LINES
Location - Msy deviate from perpendicular. Urban
2ongitudinal Lines may remain in outer separation.
Depth - Mintmum [otal dep[h of 24" if encased or
30" if. not encased may be permitted. (Longi[udtnal)
of Encasement - Under roadways, ditches, structures
and center medians. Exceptions allwed for vide
mediarts.
Location - Near RQJ line. Crossings approx.
petpendicular.
DepCh - IB" usual and i2" minimvm or � diam.
under subgrade. 24" total cl.ear depth below
surface.
Encasement - Sane as for encased high pressure
lines or none if cathodically pratected and
agrc:e to no future pavement cuts.
Location - Near ROIJ linc. Crossings xpprox.
perpendicular.
Depth - 18" usunl and 12" mire2rnum or '� dirtm.
under subgrade. 24" total clear d0pth below
surface.
Encnsement - Under roadways to cen[er of ditch
and vnder medians. Excep[ion allowed for aide
meidan, Eor pipe of 30" or greatez diam. under
lw volume Erontage roads, and under side
road entrances where jus[ified by traffic,
road condi[ion, and Local practice.
Location - Near Rc7�,' lir.e. :rossings a; prox.
peYpendiculat.
Dep:li - 18" usunl ttnc3 12" miaimum or '; diam.
under subgrade. 24" rctal cleur depth belov+
surfece.
Encacemr.nc -(hily y� unticr pressure or dces
n��[ meer. :rendards, If encnsed, ceme as
water lines.
Naterials - Cast iron or equal a[ CrOSS�R�S
of high volu:ce resduzys. Others permftted
Eer lo�giti+:linet lines and crossing� of low
vc�[ume roadways.
Location - Msy deviate from perpendicular. Urban
lon— g—itudinxl lines mayremain in outer separation.
Markers - Required.
Depth - No exce.ptions permitted.
Encusement - Not required if welded steel con-
struction of heavier vall thickness and/or highez
strength steel, coated and wrapped, cathodically
protected and other measures as required, Limits
of protection are the same as that for encasement.
Location - May deviate from perpendicular. Urban
longitudinal Lines may remain except under center
medians, roadways in the controlled access area,
or any other roadway to be (re) constructed,
provided there will be no future pavement cuts
other than on lw volume frontage roads.
Depth - Miniunuu totsl depth of 18" mny be pezmitted.
Encasement - No exception permitted.
Location - May deviate fran perpendicular. Urban
longitudinel lines may remain except under center
medians. roadways vithin the controlled access
area, or any other roadway to be (re) con'structed,
prwided there will be no future pavement cuts
other than on lou volume frontage roads.
Depth - Mini.mim total depth of�l8" may be permitted.
Encaseme �- May be omitted for pipe of 24" or
greacer �iam. under Low volume frontase roads.
Location - P;ap deviate rrom perpendicular. L'rban
longitudinal lines may remain e:ccept �inder centez
madians and roadvays in the controlled access
area, provided they are oE setisfactory quality
end dept!±, man}:oles are adjusted, and future ser-
vice lines will not violate access contrel or
dis[urb any roadway.
Dlaterlals ^ Requirements for materials may be
Waived if line is of sa[isfactory quality.
Depth - Minimum total depth of 18" may be permitted.
� Plate 8
Sheet 56 of 61
Utility Manual
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STANDARD REQUIREMENTS
Loc:itlon - I.onRLtudlnal--1' to 3' from ROt1 or
bchind outer curb. Short excepCions permie[ed.
Cro.atilnFa--No poles ln median. Polc 1� outer
separntion only when R04J ie over 700', nnd
muet be JO' from meln lane end 10' fran rnmp
shoulder edRe. Croseinge approx. perpendlcu-
ler. At etruc[ures, reroute arrn�nd npproache•
or sufficlent co provide 150' horizontal or 30'
vercicel clenrence.
Verticat Cle.�rance - 18' for coumuniaatian
Linee and 22' or greeter ea required by lav
for pover lines.
'[ypc of Construction - Lon�itudinel llnes
ehell be eingle pole conetruction.
Gocnr.i�n - Near ROW line, croeeinge epprox.
perpendiculer. Longitudlnal Lince mey be
rlaced hy p1rn+InR or open trench.
Mnrkcrn - Rr•��iired.
po}+th - lA" ��nunl nn�l 12" minlrtn�m o( y�llnm.
of i•nn[ng nndrr nubKrnJc. '10" tntnl clror
depth nt nll potntn viiere ence�xed.
Encenement - itnder roaAveyn, dltchea, ecruc-
tures end center mediene. Exceptlone alloved
for vide mediens.
EXCEPTIONS FOR EXISTING LINES
Locntton - Hay deviate Erom perpendlcular.
Vec[lcal Clcerance - No exceptlon permitted.
lype of Conetruction - No exceptioa permitted
Locntion - Hey devlate fram perpendlcular. Urbnn
lonRitudlnal lines mny remain !n oueer eeparntion.
Drnth - Minimum totel depth of 24'! !f ancaeed or
7�" !f not encnned mey he permltted.
F:ncneement - Nn excapClonn pnrmit[ed.
OLocatlon - Near ROW llne. CroasLngs approx. Loca[!on - May deviate frvm perpendicular. tfiere
H perpendicular. . encaeement no[ installed, utiliCy should agree to
�[-i Depch - 18" under pavement. 24" outslde pave- no pavement cuts. Longitudinal lines may remain
��d ment aree, Lncluding di[ches. except under center medians, through-�raEfic road-
Encesemenc - None requlred unleed dlrec[ed by MHy9 or connecting roadways (including ahoulders).
�� DLslrict Enµlneei Enr haznrdoua locetlone such De�cn - Where meterialx nnd other conditione �ustify,
W ea n�•ar brldRax, etructuree, u[c. Where encaee- rxceptlnne mny hr permltted fnr reductton ol �+" frcm�
Q m�nl noC Lnnlelled, u[11l[y nhould nµrno•lo no NteudarJ r�qulrom�enlH.
� � .pevomrn� i•n�r+.
Rev . 8- 75 Pla te 8
Sheet 57 of 61
City of For�t Wor�th, Texas
�1✓i�' Ayar And C,aunc�l C,ammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
$�� 7�99 **C-17586 30ALLEN 1 of 2
SUBJECT APPROPRIATION ORDINA CE AND AWARD OF CONTRACT TO FU-TECHN
CONSTRUCTION, INC. FOR SANITARY SEWER REHABILITATION IN THE MAIN 7
DRAINAGE AREA, UNIT 3
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of $280,966.35 from the Water and Sewer Operating Fund to the Sewer
Capital Project Fund; and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Sewer Capital Project Fund in the amount of $280,966.35 from available funds; and
3. Authorize the City Manager to execute a contract with Fu-Techn Construction, Inc. in the amount of
$249,966.35 for sanitary sewer rehabilitation in the Main 7 Drainage Area, Unit 3.
DISCUSSLQN:
On July 1, 1997 (M&C C-16147), the City Council authorized the City Manager to execute an
engineering agreement with Dunaway Associates, Inc. to prepare plans and specifications for sanitary
sewer rehabilitation in the Main 7 drainage area.
The Unit 3 project is generally bound on the north by Allen Avenue, on the south by Morningside Drive,
on the east by Hemphill Street, and on the west by Interstate Highway 35W. The proposed
improvements consist of the replacement of approximately 3,000 linear feet of primarily 8-inch sewer
pipe.
The project is located in COUNCIL DISTRICTS 8 and 9, Mapsco 77 N, P, S and T.
The project was advertised for bid on May 6 and 13, 1999. On June 10, 1999, the following bids were
received:
BIDDER
AMOUNT
TIME OF COMPLETION
Fu-Techn Construction. Inc.
Sherman Hudson Utility Construction
Stocker Enterprises, Inc.
Kebo Services, Inc.
Conatser Construction, Inc.
Jackson Construction, Inc.
$249.966.35
328,426.50
357,215.00
374,425.96
395,417.00
418,507.00
100 Calendar Days
In addition to the contract cost, $18,000.00 is required for inspection and survey and $13,000.00 is
provided for project contingencies.
City of Fort Worth, Teacas
�i✓�Ar�c�r A11d C�uflcll Cammun�cAt�an
DATE REFERENGE NUMBER LOG NAME PAGE
$�� 7�99 **C-17586 �- �30ALLEN 2 of 2
SUBJECT APPROPRIATION ORDINA CE AND AWARD OF C NTRACT TO FU-TECHN
CONSTRUCTION, INC. FOR SANITARY SEWER REHABILITATION IN THE MAIN 7
DRAINAGE AREA, UNIT 3
Fu-Techn Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 12%
M/V1/BE participation. The City's goal on this project is 12%.
FISCAL INFORMATION/�F�RTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation 1, and the
adoption of the attached appropriation ordinance, funds will be available in the current capital budget,
as appropriated, of the Sewer Capital Project Fund.
MG:k
Submitted for City Manager's
Office by:
Mike Groomer '
Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
A. Douglas Rademaker
� FUND
� (to) °
� 1 &2) PS58
6140 I 2) PS58
2) PS58
�
6157 I (from)
I 3) PS58
i 1) PE45
�
6157 �
I ACCOUNT I CENTER I AMOUNT • CITY SECRETARY
472045 070580174670 $280,966.35 APPRO�ED
5412q0 070580174670 $262,966.35 CrTY CO�INCI�
531350 030580174670 $ 18,000.00 I
AUG 17 1999
541200 070580174670 $249,966.35 �,)
538070 0709020 $280,966.35 � �� l��J
� ciq se�am�y cr cna
. � City Qf Fort Worth, Toxa�a
Rdopted Ordinance N�.�.��