HomeMy WebLinkAboutContract 42804 CITY SECRETARY ��a
CONTRACT NO.�
-
CITY SECRETARY FoRTWORTH
D.O.E. FILE
CONTRACTOR'S BONDING CO.
CONSTRUCTION'S COPY
CLIENT DEPARTMENT
SPECIFICATIONS AND CONTRACT DOCUMENTS
SEWER MAIN EXTENSIONS,
REPLACEMENTS & RELOCATIONS
CONTRACT 2011A
- PROJECT NUMBERS:
SEWER- P275-701130168283
CITY PROJECT NO. 01682
-
T PW/DOE NO. 6666
SEPTEMBER 2011
BETSY PRICE THOMAS M. HIGGINS
MAYOR INTERIM CITY MANAGER
S. FRANK CRUMB,P.E.-DIRECTOR
WATER DEPARTMENT OF� s
AUNDEM
FOFFICIALRECORD . . 72V735 . . . .RETARY
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M&C - Council Agenda Page 1 of 2
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 1/10/2012
DATE: Tuesday, January 10, 2012 REFERENCE NO.: **C-25395
LOG NAME: 60SSERR2011A-CONATSER
SUBJECT:
Authorize Execution of a Contract with Conatser Construction TX, LP, in the Amount of$2,000,000.00 for
Sewer Main Extensions, Replacements and Relocations Contract 2011A at Various Locations Throughout
the City of Fort Worth (ALL COUNCIL DISTRICTS)
RECOMMENDATION:
It is recommended that the City Council authorize execution of a contract with Conatser Construction TX,
LP, in the amount of$2,000,000.00 for Sewer Main Extensions, Replacements and Relocations Contract
2011 A at various locations throughout the City.
DISCUSSION:
The work to be performed under this contract consists of replacing and/or relocating sewer mains,
services, and other pertinent construction required to provide sewer service to individual customers or
developers.
The bid documents included a stipulation that the total quantities listed may not reflect actual quantities
and that the amount budgeted for the projects is $2,000,000.00. Final payments will be made based on
actual measured quantities.
The project was advertised in the Fort Worth Star-Telegram on September 15, 2011 and September 22,
2011. On October 13, 2011 the following bids were received:
BIDDERS ILBID AMOUNT ITIME OF CONTACT
Conatser Construction TX, LP $1,729,222.50 365 Calendar Days
William J. Schultz Inc. d/b/a $1,747,597.50
Circle "C" Contracting Co.
Utilitex Construction, LLP $2,117,722.50
Conatser Construction TX, LP, is in compliance with the City's M/WBE Ordinance by committing to 20
percent M/WBE participation. The City's goal for this project is 19 percent.
In addition to construction cost, $60,000.00 contingency is provided for possible change orders;
$110,300.00 is required for design/construction staking, inspection, material testing, R.O.W. land costs,
survey, utility coordination and as-built mapping.
This project is located in ALL COUNCIL DISTRICTS.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Sewer Capital Projects Fund.
http://apps.cfwnet.org/ecouncil/printmc.asp?id=16243&printrtrue&DoeType=Print 1/11/2012
M&C - Council Agenda Page 2 of 2
TO Fund/Account/Centers FROM Fu nd/Accou nt/C enters
P275 541200 701130168283 $2,000,000.00
CERTIFICATIONS:
Submitted for City Manacier's Office by: Fernando Costa (6122)
Originating Department Head: S. Frank Crumb (8207)
Additional Information Contact: Adolfo Lopez (7829)
ATTACHMENTS
1. 60SSERR2011A-CONATSER FAR.pdf (CFW Internal)
2. 60SSERR2011A-CONATSER.pdf (CFW Internal)
3. P275-485110-701139990100.doc (CFW Internal)
http://apps.cfwnet.org/ecouncil/printrnc.asp?id=16243&printrtrue&DocType=Print 1/11/2012
SPECIAL CONTRACT DOCUMENTS
FOR
SEWER MAIN EXTENSIONS,
REPLACEMENTS & RELOCATIONS
CONTRACT 2011A
PROJECT NUMBER(S):
SEWER—P275-701130168283
TPW/DOE No. 6666
CITY PROJECT No. 01682
THOMAS M. HIGGINS S. FRANK CRUMB, P.E.
INTERIM CITY MANAGER DIRECTOR
WATER DEPARTMENT
CITY OF FORT WORTH, TEXAS
SEWER MAIN EXTENSIONS,
REPLACEMENTS& RELOCATIONS
CONTRACT 2011A
PROJECT NUMBERS:
SEWER-P275-701130168283
TPWIDOE No. 6666
CITY PROJECT No. 01682
S. FRANK CRUMB,P.E.
DIRECTOR
WATER DEPARTMENT
2011
APPROVED
ANDREW T.CRONBERG,RE.,ASSISTAN IRECTOR, WATER DEPARTMENT
APPROVED
- (: 7m
TONYSHO LA,P.E.,PROGRAM MANAGER, WATER DEPARTMENT
RECOMMEN DAT
SHORT FORM NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: SEWER MAIN EXTENSIONS, REPLACEMENTS &
RELOCATIONS CONTRACT 2011A
PROJECT NUMBERS: SEWER—P275-701130168283
TPW/DOE NO. 6666
CITY PROJECT NO. 01682
Addressed to:
CITY OF FORT WORTH
PURCHASING DIVISION
1000 THROCKMORTON ST
FORT WORTH TX 76102-6311
will be received at the Purchasing Office until 1:30 p.m.,October 13,2011 and then publicly opened and read
aloud at 2:00 p.m. in the Council Chambers. General Contract Documents and Specifications for this project
may be obtained in the office of the Water Department,Design Services,927 Taylor St.,Fort Worth,Texas
76102. Documents may also be obtained free of charge from the City's online bidding system (Buzzsaw).
Email the City Project Manager listed below for instructions on accessing the online documents.
For additional information,please contact Adolfo Lopez,Project Manager,City of Fort Worth—Water
Department at Telephone Number: (817)392-7829 or by email: adolfo.lopez@fortworthgov.org.
Advertising Dates:
September 15, 2011
September 22, 2011
40
40
COMPREHENSIVE NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: SEWER MAIN EXTENSIONS, REPLACEMENTS &
RELOCATIONS CONTRACT 2011A
PROJECT NUMBERS: SEWER—P275-701130168283
TPW/DOE NO. 6666
CITY PROJECT NO. 01682
Addressed to:
CITY OF FORT WORTH
PURCHASING DIVISION
1000 THROCKMORTON ST
FORT WORTH TX 76102-6311
will be received at the Purchasing Office until 1:30 p.m.,October 13,2011 and then publicly opened and read aloud at
2:00 p.m. in the Council Chambers.General Contract Documents and Specifications for this project may be obtained in
the office of the Water Department,Design Services,927 Taylor St.,Fort Worth,Texas 76102.Documents may also be
obtained free of charge from the City's online bidding system(Buzzsaw).Email the City Project Manager listed below for
instructions on accessing the online documents.These documents contain additional information for prospective bidders.
NOTICES
All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes"ofthe State of Texas
with respect to the payment of prevailing wage rates and City of Fort Worth Ordinance no.7400(Fort Worth City Code
Sections 13-A-221 through 13-A-29)prohibiting discrimination in the employment practices.
Bid security may be required in accordance with Special Instructions to Bidders.
The City of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all formalities.
No bid may be withdrawn until the expiration of ninety(90)days from the date bids are opened.The award of contract,if
made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the
necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract.
Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by
initialing the appropriate spaces on the Addenda Index and Receipt form(s). Bids that do not acknowledge receipt of all
addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by
contacting the Water Department at(817) 392-7829.
Bidders, using the printed copy, shall not separate, detach or remove any portion, segment or sheets from the contract
document at anytime. Bidders must complete the proposal section(s)and submit the complete specification book or face
rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the
Minority and Women Business Enterprise section for submittal within the time deadline stated below or the bidder may
request a copy of said forms from the City of Fort Worth Project Manager named in this solicitation.
o In accordance with the City of Fort Worth Ordinance No. 15530,the City of Fort Worth has goals for the participation of
minority business enterprises and women business enterprises in City of Fort Worth 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,
SUBCONTRACTOR/SUPPLIER UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM,GOOD FAITH
EFFORT FORM(with"Documentation")and/or the JOINT VENTURE FORM as appropriate. The Documentation must
be received no later than 5:00 p.m.,five(5)City of Fort Worth business days after the bid opening date. The bidder shall
COMPREHENSIVE NOTICE TO BIDDERS
obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt
shall be evidence that the City of Fort Worth received the Documentation. Failure to comply shalt render the bid non-
responsive.
Bidders are hereby informed that the Director of the Water Department reserves the right to evaluate and recommend to
the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth.
The managing department for this project is the Water Department,
The Water and Sanitary Sewer improvements,if applicable,must be performed by a contractor who is pre-qualified by the
Water Department at the time of bid opening. The procedure for the pre-qualification is outlined in the "Special
Instruction to Bidders(Water i Sewer)
For additional information,please contact Adolfo Lopez, Project Manager, City of Fort Worth—
Water Department at Telephone Number:(817)392-7829 or by email: adolfo.lopez@fortworthgov.org.
THOMAS M. HIGGINS MARTY HENDRIX
INTERIM CITY MANAGER CITY SECRETARY
By:
ony Sholola, RE
Water Department
Engineering& Fiscal Services
Advertising Dates:
September 15,2011
September 22, 2011
wr
go
SPECIAL INSTRUCTIONS TO BIDDERS
l) PREOUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be
prequalified by the Fort Worth Water Department prior to submitting bids. This prequalifi 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 an appropriate
State licensing agency and shall have been so prepared as to reflect the financial status to the
40 submitting company. This statement must be current and not more than one(1)year old. In the
case that a bidding date falls within the time a new statement is being prepared,the previous
statement shall be updated by proper verification.
.n b) For an experience record to be considered to be acceptable for a given project,it must reflect the
experience of the firm seeking qualification in work of both the same nature and technical level
as that of the project for which bids are to be received.
c) The Director of the Water Department shall be the sole judge as to the acceptability for financial
qualification to bid on any Fort Worth Water Department project.
r d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as
such.
e) The City,in its sole discretion,may reject any bid for failure to demonstrate experience and/or
expertise.
f) Any proposals submitted by a non-prcqualified bidder shall be returned unopened,and if
r
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
,r to be received. Failure to notify shall not be a waiver of any necessary prequalification.
2. BID SECURITY: A cashier's check,or an acceptable bidder's bond,payable to the City of Fort
Worth,in an amount of not less than five(5%)percent of the largest possible total of the bid
.r submitted must accompany the bid,and is subject to forfeiture in the event the successful bidder fails
to execute the Contract Documents within ten(10)days after the contract has been awarded To be an
acceptable surety on the bid bond,the surety must be authorized to do business in the state of Texas.
In addition,the surety must(1)hold a certificate of authority from the Untied States secretary of the
treasury to qualify as a surety on obligations permitted or required under federal law;or(2)have
obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and
admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the
Untied States secretary of the treasury to qualify as a surety on obligations permitted or required
under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon
request. The City, in its sole discretion,will determine the adequacy of the proof required herein.
r 3. BONDS: A performance bond,a payment bond,and a maintenance bond each for one hundred
(100%)percent of the contract price will be required, Reference C 3-3,7.
09/10/04 1
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4. WAGE RATES:
Section C3-3.13 of the General Conditions is deleted and replaced with the following:
(a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code,
including the payment of not less than the rates determined by the City Council of the City of Fort
Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code.
Such prevailing wage rates are included in these contract documents.
(b) The contractor shall, for a period of three(3)years following the date of acceptance of the work,
maintain records that show(i)the name and occupation of each worker employed by the contractor in
the construction of the work provided for in this contract; and(ii)the actual per diem wages paid to
each worker. These records shall be open at all reasonable hours for inspection by the City. The
provisions of Right to Audit,under paragraph L of Section C1:Supplementary Conditions To Part C
—General Conditions,pertain to this inspection.
(C) The contractor shall include in its subcontracts and/or shall otherwise require all of its
r subcontractors to comply with paragraphs(a)and(b)above.
(d) With each partial payment estimate or payroll period,whichever is less,an affidavit stating that
the contractor has complied with the requirements of Chapter 2258,Texas Government Code.
The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at
all times.
5. 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.
6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 601g,Texas Revised Civil Statutes,the City of
Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower
than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas
resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in
the state in which the nonresident's principal place of business in located.
No
"Nonresident bidder"means a bidder whose principal place of business is not in this state,but
excludes a contractor whose ultimate parent company or majority owner has its principal place of
business in this state.
r
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
r bid to meet specifications. The failure of a nonresident contractor to do so will automatically
disqualify that bidder.
r 8. PAN'MENT: If the bid amount is$25,000.00 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,
r 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 or in connection with the terms,conditions
.r
09/10/04 2
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or privileges of their employment,discriminate against persons because of their age except on the
ow bases of a bona fide occupational qualification,retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers,members,agents,employees,
subcontractors,program participants,or persons acting on their behalf,shall specify, in solicitations
_ or advertisements for employees to work on this contract,a maximum age limit for such employment
unless the specified maximum age limit is based upon a bona fide occupational qualification,
retirement plan or statutory requirements.
.r 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 subcontractor 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.
w
10, DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990
("ADA"),Contractor warrants that it and any and all of its subcontractors will not unlawfully
discriminate on the basis of disability in the provision of services to the general public,nor in the
w availability,terms and/or conditions of employment for applicants for employment with,or employees
of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's
provisions and any other applicable federal,state and local laws concerning disability and will
ow 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 laws concerning disability discrimination in the performance of this
agreement.
.o
11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth
Ordinance No. 15530,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
no obtained from the Office of the City Secretary,The bidder shall submit the MBE/WBE
UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM,PRIME
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM("with
.n Documentation")and/or the JOINT VENTURE FORM as appropriate. The Documentation must be
received by the managing 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 managing
department to whom delivery was made. Such receipt shall be evidence that the documentation was
received by the City. Failure to comply shall render the bid non-responsive.
Upon request,Contractor agrees to provide the Owner complete and accurate information regarding
actual work performed by a Minority Business Enterprise(MBE)and/or women business enterprise
(WBE)on the contract and payment thereof. Contractor further agrees to permit any audit and/or
examination of any books,records or files in its possession that will substantiate the actual work
performed by an MBE- and/or WBE. The misrepresentation of facts(other than a negligent
aw misrepresentation)and/or commission of fraud by the Contractor will be grounds for termination of
the contract and/or initiating action under appropriate Federal,State or local laws or ordinances
relating to false statements. Further,any such misrepresentation of facts(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.
12. FINAL PAYMENT ACCEPTANCE AND WARRANTY:
w a. The contractor will receive full payment(less retainage)from the city for each pay period.
09/10/04 3
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b. Payment of the retainage will be included with the final payment after acceptance of the project
as being complete.
C. The project shall be deemed complete and accepted by the City as of the date the final punch list
has been completed,as evidenced by a written statement signed by the contractor and the City.
d. The warranty period shall begin as of the date that the final punch list has been completed.
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due
.r and payable.
f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city
and there is a dispute regarding(i)final quantities,or(ii)liquidated damages,city shall make a
progress payment in the amount that city deems due and payable.
g. In the event of a dispute regarding either final quantities or liquidated damages,the parties shall
attempt to resolve the differences within 30 calendar days.
r
09/10/04 4
PART B - PROPOSAL
This proposal must not be removed from this book of Contract Documents.
TO: Thomas M. Higgins
Interim City Manager
Fort Worth, Texas
PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City,
equipment and labor for the installation of four-inch through sixteen-inch water main, and six-inch
through fifteen-inch sanitary sewer mains and all necessary appurtenances and incidental work to
provide a complete and serviceable project designated as:
SEWER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2011A
SEWER PROJECT NO: P275-701130168283
TPW/DOE NO: 6666 CITY PROJECT NO: 01682
Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined the
Contract Documents, including plans, special contract documents, and the General Contract Documents
and General Specifications for Water Department Projects, the site of the project and understanding the
amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all
labor, equipment and material except as specified to be furnished by the City, which is necessary to fully
complete the work as provided in the Plans and Contract Documents and subject to the inspection and
approval of the Director of the City Engineering Department of the City of Fort Worth, Texas; and binds
himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance
Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the
Contract Documents for the performing and completing of the said work. Contractor proposes to do the
work within the time stated and for the following sums:
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
(Furnish and install, including all appurtenant work, complete in place, the following items)
B-1
r
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
r
1. BID- 75 L.F. Pipe-Sewer-6 Inch-0 to 6 Ft PVC
00321 Pipe (Misc Only);
r Per Linear Foot:
f,014 [-t wo Dollars
and .✓o Cents $ yZ. doSA,°°
2. BID- 75 L.F. Pipe-Sewer-6 Inch-6 to 8 Ft PVC
r 00325 Pipe (Misc Only);
Per Linear Foot:
r Aorty- tAret Dollars
and .vo Cents $_ $ 3 Z25,•°
r 3. BID- 75 L.F. Pipe-Sewer-6 Inch-8 to 10 Ft PVC
00326 Pipe (Misc Only);
Per Linear Foot:
ar t-g- Eve, Dollars
and wo Cents $ y5 0° $ •� o
4. BID- 50 L.F. Pipe-Sewer-6 Inch-10 to 12 Ft PVC
00323 Pipe (Misc Only);
Per Linear Foot:
i'Sr+v- e,'gAt Dollars
and IIvo11 Cents $oe $ 2,9100.00
5. BID- 750 L.F. Pipe-Sewer-8 Inch-0 to 6 Ft PVC
r 00334 Pipe (Misc Only);
Per Linear Foot:
e,fy-Six Dollars
and .vo Cents $�fe O0 $ 3 y sw o o
6. BID- 1000 L.F. Pipe-Sewer-8 Inch-6 to 8 Ft PVC
00344 Pipe (Misc Only);
Per Linear Foot:
r t Dollars
and -N Cents $ $ y_8 m."
B-2
r
mw
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
r
7. BID- 1000 L.F. Pipe-Sewer-8 Inch-8 to 10 Ft PVC
00347 Pipe(Misc Only);
mw Per Linear Foot:
,'1c,v Dollars
..� and .ro Cents $ $0 0° $ S4,000.f O
8. BID- 400 L.F. Pipe-Sewer-8 Inch-10 to 12 Ft PVC
e 00336 Pipe (Misc Only);
Per Linear Foot:
A-ttv- fwo Dollars
and NO Cents $_ 52 $ 20, 960, °
9. BID- 100 L.F. Pipe-Sewer-8 Inch-12 to 14 Ft PVC
00338 Pipe(Misc Only);
Per Linear Foot:
8-pt v 440(Ar Dollars
and .vo Cents $_O°° $
10. BID- 100 L.F. Pipe-Sewer-8 Inch-14 to 16 Ft PVC
00340 Pipe (Misc Only);
Per Linear Foot:
c,-u v-S.x Dollars
r
and .10 Cents $ 54.00 $ 00.00
11. BID- 100 L.F. Pipe-Sewer-8 Inch-16 to 18 Ft PVC
00341 Pipe (Misc Only);
Per Linear Foot:
644J- Dollars
and Cents $ ,S8 0° $ 60.6O
12. BID- 100 L.F. Pipe-Sewer-10 Inch-0 to 6 Ft PVC
00230 Pipe (Misc Only);
Per Linear Foot:
r ,—4v Dollars
and .vo Cents $ SD.°D $ 5wko,o0
B-3
r
r
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
r
13. BID- 100 L.F. Pipe-Sewer-10 Inch-6 to 8 Ft PVC
00240 Pipe (Misc Only);
r Per Linear Foot:
)�; t-w 0 Dollars
and ,vy Cents $ 12,0' $ S,200.e°
14. BID- 100 L.F. Pipe-Sewer-10 Inch-8 to 10 Ft PVC
r 00242 Pipe (Misc Only);
Per Linear Foot:
&A -roa.r Dollars
and ,✓0 Cents $ SY,00 $
15. BID- 50 L.F. Pipe-Sewer-10 Inch-10 to 12 Ft PVC
00231 Pipe (Misc Only);
Per Linear Foot:
f:pt y-S 4 Dollars
and .v° Cents $ S6." $ Z
16. BID- 50 L.F. Pipe-Sewer-10 Inch-12 to 14 Ft PVC
00233 Pipe (Misc Only);
Per Linear Foot:
tC:4 w e-4b t' Dollars
and o'— Cents $18 00 $ ,°°
17. BID- 50 L.F. Pipe-Sewer-10 Inch-14 to 16 Ft PVC
00236 Pipe (Misc Only);
Per Linear Foot:
Sai�j Dollars
r and vv Cents $ (00.00 $ 3 oT°°
18. BID- 50 L.F. Pipe-Sewer-10 Inch-16 to 18 Ft PVC
r 00237 Pipe (Misc Only);
Per Linear Foot:
_S;x-Ltv-+uj o Dollars
and 0 Cents $ 62. °0 $ D .00
B-4
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
19. BID- 50 L.F. Pipe-Sewer-12 Inch-0 to 6 Ft PVC
00249 Pipe (Misc Only);
.r Per Linear Foot:
A �tK-t w 0 Dollars
•+ and dio Cents $ S2.oo $ 4600.0
20. BID- 50 L.F. Pipe-Sewer-12 Inch-6 to 8 Ft PVC
00254 Pipe (Misc Only);
Per Linear Foot:
A11rt�&ur Dollars
and .v0 Cents SY $ Z 700.
21. BID- 50 L.F. Pipe-Sewer-12 Inch-8 to 10 Ft PVC
00255 Pipe (Misc Only);
Per Linear Foot:
Dollars
and .✓o Cents $ S(°.o' $ ,2�gDO.00
22. BID- 50 L.F. Pipe-Sewer-12 Inch-10 to 12 Ft PVC
00251 Pipe (Misc Only);
Per Linear Foot:
�:Ftv-e;otit Dollars
and djo z Cents $ S�ep $ "g e0
23. BID- 50 L.F. Pipe-Sewer-12 Inch-12 to 14 Ft PVC
Pipe (Misc Only);
Per Linear Foot:
� a v Dollars
and w0 Cents $ 6000 $ 3,000,"°
24. BID- 50 L.F. Pipe-Sewer-12 Inch-14 to 16 Ft PVC
Pipe(Misc Only);
Per Linear Foot:
'7 X , &Ajo Dollars
and �vT o Cents $ 42.00 $ -3 0 °o
B-5
.rr
f
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
25. BID- 50 L.F. Pipe-Sewer-12 Inch-16 to 18 Ft PVC
Pipe (Misc Only);
Per Linear Foot:
Si,&&y-lour' Dollars
.. and .✓o Cents $ W Y pO $ J 00.°D
26. BID- 50 L.F. Pipe-Sewer-15 Inch-0 to 6 Ft PVC
00261 Pipe (Misc Only);
Per Linear Foot:
A4' V-5i'r Dollars
and .yo Cents $ .S6•°O $ 2 e°
27. BID- 50 L.F. Pipe-Sewer-15 Inch-6 to 8 Ft PVC
00263 Pipe (Misc Only);
Per Linear Foot:
r.,AJt-e: 1_i t Dollars
and mo Cents $ S8 p0 $_2
28. BID- 50 L.F. Pipe-Sewer-15 Inch-8 to 10 Ft PVC
00264 Pipe(Misc Only);
Per Linear Foot:
Siy Dollars
and .vim Cents $ 6000 $ 3,0D0,00
29. BID- 50 L.F. Pipe-Sewer-15 Inch-10 to 12 Ft PVC
00262 Pipe(Misc Only);
.. Per Linear Foot:
S.X�X- �wo Dollars
and No Cents $ (.2.0 $ 3,1� .°O
30. BID- 50 L.F. Pipe-Sewer-15 Inch-12 to 14 Ft PVC
` Pipe (Misc Only);
Per Linear Foot:
u" Dollars
and ,vo Cents $ y $
B-6
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
31. BID- 50 L.F. Pipe-Sewer-15 Inch-14 to 16Ft PVC
Pipe (Misc Only);
.. Per Linear Foot:
S;xb e- 5.,X Dollars
and or° Cents $ G .°O $ 3,,300,o°
32. BID- 50 L.F. Pipe-Sewer-15 Inch-16 to 18Ft PVC
.. Pipe (Misc Only);
Per Linear Foot:
SixLw-e;o`it Dollars
and pro Cents $ 68 01 $ p o0
33. BID- 50 L.F. Pipe-Sewer-6 Inch-0 to 6 Ft Ductile
00320 Iron Pipe (Misc Only);
Per Linear Foot:
Dollars
and Jam„ Cents $ °O
34. BID- 50 L.F. Pipe-Sewer-6 Inch-6 to 8 Ft Ductile
00324 Iron Pipe (Misc Only);
Per Linear Foot:
S;X kv} 1.0 Dollars
and Vn Cents $ 62,00 $ 3,100.00
35. BID- 50 L.F. Pipe-Sewer-6 Inch-8 to 10 Ft Ductile
_ 00327 Iron Pipe(Misc Only);
Per Linear Foot:
Six y - 6ar Dollars
and NO Cents $ pO $ 3,2000
36. BID- 50 L.F. Pipe-Sewer-6 Inch-10 to 12 Ft Ductile
00322 Iron Pipe (Misc Only);
Per Linear Foot:
Jai xfv- SiX Dollars
—+� o0 0 00
and .vn Cents $ �• $ �
B-7
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
37. BID- 50 L.F. Pipe-Sewer-8 Inch-0 to 6 Ft Ductile
00333 Iron Pipe (Misc Only);
Per Linear Foot:
Se yen by Dollars
and No Cents $ 70.00 $ SOO.00
38. BID- 50 L.F. Pipe-Sewer-8 Inch-6 to 8 Ft Ductile
00345 Iron Pipe(Misc Only);
Per Linear Foot:
S eve i& -kwo Dollars
and .✓o Cents $72,°p $
39. BID- 50 L.F. Pipe-Sewer-8 Inch-8 to 10 Ft Ductile
00346 Iron Pipe (Misc Only);
Per Linear Foot:
Dollars
and .vo Cents $ ZY00 $ 1700.0
40. BID- 50 L.F. Pipe-Sewer-8 Inch-10 to 12 Ft Ductile
00335 Iron Pipe(Misc Only);
Per Linear Foot:
S effe4 k y- 5i x Dollars
and .vo Cents $ 74,00 $ 1900.00
41. BID- 50 L.F. Pipe-Sewer-8 Inch-12 to 14 Ft Ductile
00337 Iron Pipe (Misc Only);
Per Linear Foot:
6eue,0fd- ej4ht Dollars
and A Cents $ 78.°O $ 3, Y06,00
_ 42. BID- 50 L.F. Pipe-Sewer-8 Inch-14 to 16 Ft Ductile
00339 Iron Pipe (Misc Only);
Per Linear Foot:
G%OA*V Dollars
and 7 ,yo Cents $ 80.00 $ 00 00
B-8
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
43. BID- 50 L.F. Pipe-Sewer-8 Inch-16 to 18 Ft Ductile
00342 Iron Pipe (Misc Only);
Per Linear Foot:
E"ghty- two Dollars
and .yo Cents $ 82.0 $ 00.00
44. BID- 50 L.F. Pipe-Sewer-8 Inch-18 to 20 Ft Ductile
00343 Iron Pipe (Misc Only);
Per Linear Foot:
.. Ftotity-�ou/` Dollars
and ,,.o Cents $ 9VO $y20D o0
45. BID- 50 L.F. Pipe-Sewer-10 Inch-0 to 6 Ft Ductile
00229 Iron Pipe(Misc Only);
Per Linear Foot:
v Dollars
and ;vo Cents $ g0,'o $ 0 .00
46. BID- 50 L.F. Pipe-Sewer-10 Inch-6 to 8 Ft Ductile
00241 Iron Pipe (Misc Only);
Per Linear Foot:
E'atify-tw o Dollars
and . ,do Cents $ 92.00 /00.°°
47. BID- 50 L.F. Pipe-Sewer-10 Inch-8 to 10 Ft Ductile
00243 Iron Pipe (Misc Only);
Per Linear Foot:
&14,r Dollars
and ,vo Cents $ 8y Q0 $ 00,0
48. BID- 50 L.F. Pipe-Sewer-10 Inch-10 to 12 Ft Ductile
00232 Iron Pipe (Misc Only);
Per Linear Foot:
Ei ohije- jc Dollars
and ,vo Cents $ fz..00 $ 00.00
B-9
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
49. BID- 50 L.F. Pipe-Sewer-10 Inch-12 to 14 Ft Ductile
00234 Iron Pipe (Misc Only);
•• Per Linear Foot:
Dollars
and Cents $ 88 pO $ yQO,eo
50. BID- 50 L.F. Pipe-Sewer-10 Inch-14 to 16 Ft Ductile
.. 00235 Iron Pipe (Misc Only);
Per Linear Foot:
/1l,'ne Lev Dollars
and ,v° Cents $ ,°' $ uoav
,. 51. BID- 50 L.F. Pipe-Sewer-10 Inch-16 to 18 Ft Ductile
00238 Iron Pipe (Misc Only);
Per Linear Foot:
Dollars
and wo Cents $ g2.oo $ DO.00
52. BID- 50 L.F. Pipe-Sewer-10 Inch-18 to 20 Ft Ductile
00239 Iron Pipe (Misc Only);
Per Linear Foot:
X'ae iy-Aur Dollars
and IV, Cents $ 9oo $ ,o0
53. BID- 50 L.F. Pipe-Sewer-12 Inch-0 to 6 Ft Ductile
00250 Iron Pipe (Misc Only);
Per Linear Foot:
�:otifv- C:o�t Dollars
and T �i� Cents $ °O $ goo.
54. BID- 50 L.F. Pipe-Sewer-12 Inch-6 to 8 Ft Ductile
00253 Iron Pipe (Misc Only);
Per Linear Foot:
-le 6( Dollars
and ,va Cents $ 90 oe $ o.
,� B-10
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
55. BID- 50 L.F. Pipe-Sewer-12 Inch-8 to 10 Ft Ductile
00256 Iron Pipe (Misc Only);
Per Linear Foot:
'n c kw o Dollars
- and 100 Cents $ Q00 $ pO
56. BID- 50 L.F. Pipe-Sewer-12 Inch-10 to 12 Ft Ductile
00252 Iron Pipe(Misc Only);
Per Linear Foot:
zkliefv-Pyut Dollars
and .✓v Cents $ oo $ 00°o
57. BID- 50 L.F. Pipe-Sewer-12 Inch-12 to 14 Ft Ductile
Iron Pipe(Misc Only);
Per Linear Foot:
- il/,we six Dollars
and Nn Cents $ $ Upe,°O
58. BID- 50 L.F. Pipe-Sewer-12 Inch-14 to 16 Ft Ductile
Iron Pipe(Misc Only);
Per Linear Foot:
111i4e4K-eiahf Dollars
and �a Cents $ ,°O $
59. BID- 50 L.F. Pipe-Sewer-12 Inch-16 to 18 Ft Ductile
Iron Pipe (Misc Only);
Per Linear Foot:
&,o hu�.lirl Dollars
and ,vo Cents $ $ OQ ,°o
60. BID- 50 L.F. Pipe-Sewer-12 Inch-18 to 20 Ft Ductile
Iron Pipe(Misc Only);
Per Linear Foot:
L9i1P /gBglag �o0 Dollars
and .vo Cents $ p ao $ vaaoo
,,,r B-11
.r
r
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
61. BID- 50 L.F. Pipe-Sewer-16 Inch-0 to 6 Ft Ductile
00270 Iron Pipe (Misc Only);
Per Linear Foot:
L4v- SiX Dollars
and ,yo Cents $ °O $ 800 00
62. BID- 50 L.F. Pipe-Sewer-16 Inch-6 to 8 Ft Ductile
00272 Iron Pipe(Misc Only);
Per Linear Foot:
t Dollars
and ,vo Cents $ 8.ao $ 9oD�,
63. BID- 50 L.F. Pipe-Sewer-16 Inch-8 to 10 Ft Ductile
00273 Iron Pipe (Misc Only);
Per Linear Foot:
One A Dollars
and ,vo Cents $ /00•°p $
64. BID- 50 L.F. Pipe-Sewer-16 Inch-10 to 12 Ft Ductile
00271 Iron Pipe(Misc Only);
Per Linear Foot: /
—One Aunalrtd 4Wg Dollars
_. and wo Cents $ a $
65. BID- 50 L.F. Pipe-Sewer-16 Inch-12 to 14 Ft Ductile
Iron Pipe(Misc Only);
Per Linear Foot:
04e AuAalre/A p Dollars
and No Cents $ L0 ° $ 00•°O
66. BID- 50 L.F. Pipe-Sewer-16 Inch-14 to 16 Ft Ductile
Iron Pipe(Misc Only);
Per Linear Foot:
O/I[ Aun�/-e1S,X Dollars
and NO Cents $-10 $ Q eo
mw
no B-12
we
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
67. BID- 50 L.F. Pipe-Sewer-16 Inch-16 to 18 Ft Ductile
Iron Pipe (Misc Only);
- Per Linear Foot:
Owe t Dollars
and A0f 0 Cents
68. BID- 50 L.F. Pipe-Sewer-16 Inch-18 to 20 Ft Ductile
Iron Pipe (Misc Only);
Per Linear Foot:
the �tu�d���f-en Dollars
and^ ,vo Cents
69. BID- 75 L.F. Pipe-Sewer-6 Inch-0 to 6 Ft SDR26
Pipe;
Per Linear Foot:
Dollars
and Cents $ 4/y.00 $ Igo.00
70. BID- 75 L.F. Pipe-Sewer-6 Inch-6 to 8 Ft SDR26
Pipe;
_ Per Linear Foot:
AorfV-S:X Dollars
and .vo Cents $
71. BID- 75 L.F. Pipe-Sewer-6 Inch-8 to 10 Ft SDR26
Pipe;
Per Linear Foot:
fo��V- e.`a�it Dollars
and ,vo Cents $_ $ 3, O .oa
mw 72. BID- 50 L.F. Pipe-Sewer-6 Inch-10 to 12 Ft SDR26
Pipe;
Per Linear Foot:
Dollars
and NO Cents $ 5a00 $ .2 pp o0
B-13
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
73. BID- 750 L.F. Pipe-Sewer-8 Inch-0 to 6 Ft SDR26
Pipe;
No Per Linear Foot:
,Forty-e:obit Dollars
•� and Ale Cents $ ,°D $ 34,000f
74. BID- 1000 L.F. Pipe-Sewer-8 Inch-6 to 8 Ft SDR26
Pipe;
Per Linear Foot:
F'ftv Dollars
and .vo Cents $ SD°O $ Sao
75. BID- 1000 L.F. Pipe-Sewer-8 Inch-8 to 10 Ft SDR26
Pipe;
Per Linear Foot:
Fi r'tY fWo Dollars
and .vo Cents $ 2.0
76. BID- 400 L.F. Pipe-Sewer-8 Inch-10 to 12 Ft SDR26
Pipe;
Per Linear Foot:
�i�E torte/` Dollars
and ,va Cents $ Sy.00 $210,0.0
77. BID- 100 L.F. Pipe-Sewer-8 Inch-12 to 14 Ft SDR26
Pipe;
Per Linear Foot:
Six Dollars
and . o Cents
78. BID- 100 L.F. Pipe-Sewer-8 Inch-14 to 16 Ft SDR26
Pipe;
Per Linear Foot:
&=:11 g, d4hf Dollars
and .vo Cents $ S8°• $ p,o°
B-14
qw
no
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
so
79. BID- 100 L.F. Pipe-Sewer-8 Inch-16 to 18 Ft SDR26
Pipe;
ow Per Linear Foot:
Si�a�v Dollars
wo and �yo Cents $ W/o.00 $
80. BID- 100 L.F. Pipe-Sewer-10 Inch-0 to 6 Ft SDR26
Pipe;
Per Linear Foot:
fi piy- two Dollars
and .vo Cents $ S2 00 $ �200,°O
.. 81. BID- 100 L.F. Pipe-Sewer-10 Inch-6 to 8 Ft SDR26
Pipe;
Per Linear Foot:
~ F:fey- roar Dollars
and ,.ro Cents $ S Y.oo $ %L 00,
82. BID- 100 L.F. Pipe-Sewer-10 Inch-8 to 10 Ft SDR26
Pipe;
Per Linear Foot:
r;p6v- 5;x Dollars
and .yc Cents $ 5(e,00 $ 6 11
83. BID- 50 L.F. Pipe-Sewer-10 Inch-10 to 12 Ft SDR26
Pipe;
Per Linear Foot:
Dollars
and ,vo Cents $ SBoo $ Qpd_oo
wo 84. BID- 50 L.F. Pipe-Sewer-10 Inch-12 to 14 Ft SDR26
Pipe;
Per Linear Foot:
T S;x�-y Dollars
and ,va Cents $ 3,DDa°°
ow B-15
No
No
.r
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
we
91. BID- 50 L.F. Pipe-Sewer-12 Inch-12 to 14 Ft SDR26
Pipe;
.r Per Linear Foot:
_S2x>ty-1'oar Dollars
•+ and ,�.o Cents $_ (y, ° $ Z200.00
_
92. BID- 50 L.F. Pipe-Sewer-12 Inch-14 to 16 Ft SDR26
aw Pipe;
Per Linear Foot:
..r Six�jf- s;x Dollars
and .yo Cents $ ,°D $ 300-°O
.r 93. BID- 50 L.F. Pipe-Sewer-12 Inch-16 to 18 Ft SDR26
Pipe;
Per Linear Foot:
wo
S;Xky-eof Dollars
and ivv Cents $ 460,00
$ 3,960,00
94. BID- 50 L.F. Pipe-Sewer-15 Inch-0 to 6 Ft SDR26
Pipe;
Per Linear Foot:
S;x 614-two Dollars
and wo Cents $ 2,00 $ 100 00
95. BID- 50 L.F. Pipe-Sewer-15 Inch-6 to 8 Ft SDR26
Pipe;
Per Linear Foot:
�;,K -�eui, Dollars
.. and Ala Cents $ 0,00 $ 3,200,00
96. BID- 50 L.F. Pipe-Sewer-15 Inch-8 to 10 Ft SDR26
Pipe,
Per Linear Foot:
.. S;2 jy Six Dollars
and No Cents $ (oG,oo $ 3300. °o
,.y B-17
W,
..
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO, QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
.s
97. BID- 50 L.F. Pipe-Sewer-15 Inch-10 to 12 Ft SDR26
Pipe;
Per Linear Foot:
Si X�v- "At Dollars
and —�,uv -, Cents
98. BID- 50 L.F. Pipe-Sewer-15 Inch-12 to 14 Ft SDR26
.� Pipe;
Per Linear Foot:
.. SewwAy Dollars
and .vo Cents $ �d oo $ SDD.eo
.. 99. BID- 50 L.F. Pipe-Sewer-15 Inch-14 to 16 Ft SDR26
Pipe;
Per Linear Foot:
-Seveniv- fwo Dollars
and .vo Cents $ 72.00 $ 0,00
100. BID- 50 L.F. Pipe-Sewer-15 Inch-16 to 18 Ft SDR26
Pipe;
Per Linear Foot:
_S Qye-A T-Pow- Dollars
and „�o Cents s- 0"00 $ 7Do Od
101. BID- 50 L.F. Pipe-Sewer-8 Inch-DI in Steel Casing
.r w/Stainless Steel Spacers;
Per Linear Foot:
&e �lc[n��rc�sXT ve Dollars
and _Ivo Cents $ 165 oe $ °
102. BID- 50 L.F. Pipe-Sewer-10 Inch-DI in Steel Casing
w/Stainless Steel Spacers;
Per Linear Foot:
(fin* hundred/el;ri Dollars
and .vo Cents $ 8 00 $ ao
B-18
uw
wo
aw
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
w
103. BID- 50 L.F. Pipe-Sewer-12 Inch-DI in Steel Casing
01123 w/Stainless Steel Spacers;
Per Linear Foot:
_rwo uad'erxl Dollars
and Aeo Cents
104. BID- 50 L.F. Pipe-Sewer-16 Inch-DI in Steel Casing
01126 w/Stainless Steel Spacers;
Per Linear
//Foot:
r -rbUo /9Gt eJ edC /: Dollars
and IV Cents $
105. BID- 50 L.F. Sewer Service-4 Inch-Bore &Jack
00357 Ductile Iron w/Pressure Grout;
Per Linear Foot:
Dollars
and .✓o Cents
106. BID- 50 L.F. Pipe-Sewer-6 Inch-Bore&Jack
00328 Ductile Iron w/Pressure Grout;
Per Linear Foot:
/11;4e f� Dollars
and iyo Cents $ °o $ Q�oo
107. BID- 100 L.F. Pipe-Sewer-8 Inch-Bore &Jack
00348 Ductile Iron w/Pressure Grout;
Per Linear Foot:
04 h ( h�VDollars
and NO Cents doo,eo
108. BID- 100 L.F. Pipe-Sewer-10 Inch-Bore &Jack
00244 Ductile Iron w/Pressure Grout;
Per Linear Foot:
&e `lu4 &ZAd 4L Dollars
and Ato Cents $ � $ 00
B-19
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
mw
109. BID- 100 L.F. Pipe-Sewer-12 Inch-Bore &Jack
00257 Ductile Iron w/Pressure Grout;
Per Linear Foot:
04P he /cifo��-v Dollars
.� and No Cents $ /y0 Q° $ 00
110. BID- 100 L.F. Pipe-Sewer-16 Inch-Bore &Jack
00274 Ductile Iron w/Pressure Grout;
Per Linear Foot:
de hmdekl/s;,�r Aollars
and wo Cents $ o $ 0 0.0
.. 111. BID- 50 L.F. Pipe-Sewer-18 Inch-Casing Pipe by
01169 Boring&Jacking w/Pressure Grout;
Per Linear Foot:
0ae `zmalinAI&Aa fdf Dollars
and .✓v Cents $ f, f oo $
112. BID- 50 L.F. Pipe-Sewer-24 Inch-Casing Pipe by
01171 Boring&Jacking w/Pressure Grout;
Per Linear Foot:
—,Olj,o AUAW,-eV4id(/-&6ollars
and .yo Cents $ $ 4�ml oo
113. BID- 50 L.F. Pipe-Sewer-30 Inch-Casing Pipe by
.� Boring &Jacking w/Pressure Grout;
Per Linear Foot:Q/IP hjllL kAy . Dollars
and &0 Cents $ LSD,oo $ ZSW.00
114. BID- 50 L.F. Pipe-Sewer-36 Inch-Casing Pipe by
Boring&Jacking w/Pressure Grout;
Per Linear Foot:
" CZe hg im -1k6Arpollars
and .v0 Cents $ IGS," $g 250
B-20
r
Uv
no
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
so
115. BID- 500 L.F. Inspection-Pre-Construction Cleaning
00202 &TV of San. Sewer Lines;
ow Per Linear Foot:
Dollars
and v0 Cents $ y.0° $ 2,000.00
116. BID- 1500 L.F. Inspection-Post-Construction Cleaning
ow 00201 &TV of San. Sewer Lines;
Per Linear Foot:
7-Artt Dollars
and ,vo Cents $ 3 0° $ o�
MW 117. BID- 2000 L.F. Trench Safety System> 5 Ft Depth;
00372 Per Linear Foot:
Si X Dollars
and No Cents oo $
118. BID- 5 E.A. Sewer-Cut and Plug Existing Mains
00367 All Sizes, Any Depth, Anytime;
Per Each:
F'v# Auilded Dollars
and .vo Cents $ ,SOO,O° $
.r
119. BID- 5 E.A. Dehole-0 to 5 Ft Depth;
00539 Per Each:
' x AUAOl l Dollars
and .✓o Cents $ 600.00 $ O 00
120. BID- 5 E.A. Dehole-5 to 10 Ft Depth;
00541 Per Each: p
51 X t Ad(/t-e -�Ay Dollars
and No Cents $ 650.00 $3.Zsa o0
u B-21
MW
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
121. BID- 5 E.A. Dehole-10 to 20 Ft Depth;
00540 Per Each:
mw
Seuee Aun Dollars
and Jy0 Cents $ ZU000 $ 3 7.5,9.0mw
122. BID- 40 E.A. Mobilization-Job Move In;
00124 Per Each:
mw
_ AmAl' kAeusand Dollars
and wo Cents $ co $ 16,20
mw
123. BID- 20 E.A. Mobilization-Emergency Situation
00125 Job Move In;
aw Per Each:
r"nu�f�iousans ree�Noiarsmw �
and 'yo Cents $ 300.0
124. BID- 40 E.A. Manhole-Std. 4 Ft Dia.
00213 (to 6 Ft Depth);
Per Each:
mw �u10 6111C.Allf'YAtA 15o'llars
and "Ve Cents $ z 00w,00 $
125. BID- 20 V.F. Manhole-Std. 4 Ft Dia.-Added Depth
00214 (Over 6 Ft Depth);
Per Vertical Foot:
mw :f / `1 w glrn Dollars
and as Cents $ 300.00 $ 00
mw
126. BID- 20 E.A. Manhole-Drop-Std. 4 Ft Dia.
00207 (to 6 Ft Depth);
Per Each:
L4wu5am� Dollars
and AM Cents $ so $
B-22
mw
r
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
127. BID- 10 V.F. Manhole-Drop-Std. 4 Ft Dia.-Added
00208 Depth(Over 6 Ft Depth);
E Per Vertical Foot:
-Aree Auddrd fWuif-T&bllars
and ao Cents $ ,25.0* $ 0,00
128. BID- 10 E.A. Manhole-External Drop into an Existing
Manhole up to 6 Ft Depth of Drop;
Per Each:
E;Af bJI-ed Dollars
and .yo Cents $ o $ 4040,00
129. BID- 10 V.F. Manhole-Additional Depth Over 6
Foot of External Drop into an
Existing Manhole;
Per Vertical Foot:
&A, Aundrtd Dollars
and .✓e Cents $ y0P-'' $ Ulm.at
130. BID- 10 V.F. Manhole-Paint and Coating-Interior
00211 Protective Coating;
Per Vertical Foot:
Qhr Auflalortd5even41/Pkb$ars
and ./o Cents $ 1750
0 $ , 00
131. BID- 20 E.A. Manhole-Shallow Std. 4 Ft Dia.
00212 (Shallow Cone);
Per Each:
J 7'Afee -M oysa md Dollars
and ,yo Cents $ 000.00 $ 0d ,00
132. BID- 5 E.A. Sewer-Wastewater Access
00964 Device (All Depths);
Per Each:
iwr Dollars
and Sao Cents $ 500,00 $ Z 10 00
B-23
Im
..
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
133. BID- 5 E.A. Manhole-Type A 5 Ft Dia.
00950 (to 6 Ft Depth);
- Per Each:
FecrP 'th0asand Dollars
ow and .d#0 Cents $ D° $ 0 000.Oe
134. BID- 5 V.F. Manhole-Type A 5 Ft Dia.-Added
00951 Depth(Over 6 Ft of Barrel Section);
Per Vertical Foot:
-rhr« hundred Dollars
and .vo Cents $ .300.0, $ SO .00
.. 135. BID- 5 E.A. Manhole-Fiberglass 4 Ft Dia.
00209 (to 6 Ft Depth);
Per Each:
_rivo AOUSAnd�.'ve��11Q�ollars
and ,10 Cents $ zS00,01 $ S 0.°°
r
136. BID- 5 V.F. Manhole-Fiberglass 4 Ft Dia.-Added
00210 Depth (Over 6 Ft Depth);
wo Per Vertical Foot:
Irko h undr-d Dollars
.. and Cents $ 200.00 $ Z,000,00
137. BID- 40 E.A. Manhole-Vacuum Test;
00217 Per Each:
Dee- AUAJIYil Dollars
aw and w/o Cents $ MOO $ U00, 00
138. BID- 80 E.A. Collar-Manhole (5 Ft x 5 Ft);
00196 Per Each:
aw
Art*,* �uo4ed( Dollars
and NO Cents $ 300 0° $-2� 9 00
.. B-24
s
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
MW
139. BID- 80 E.A. Manhole-Watertight Insert
00218 (30"Plastic);
Per Each:
fare) _ Dollars
and N0 Cents $ ,00 $ 200.°o
140. BID- 10 E.A. Manhole-Watertight Insert-Locking
00954 Stainless Steel(30");
Per Each:
One hgAd1 /e4V Dollars
and /vo Cents $ ,00
141. BID- 10 E.A. Manhole-Adjustment and Seal
00849 Existing Manhole;
Per Each:
Four } uggj/Yd( Dollars
and NO Cents
142. BID- 40 E.A. Manhole-Remove Existing Sewer
00206 Manhole;
Per Each:
�f�z A(d4JrLj Dollars
and NO Cents $ 3�.uo $ / ,o•
143. BID- 40 E.A. Manhole-Remove Existing Sewer
Manhole Cone Section and Raise or
Lower Rim Maximum 3 Ft;
Per Each:
fe&r AaA k d Dollars
and .do Cents $ ,°' $
144. BID- 10 E.A. Manhole-Abandon Existing Sewer
00205 Manhole;
Per Each:
A.v( AUA&II'ld Dollars
and N6 Cents S010,00 $ S nD4,o0
B-25
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
i
145. BID- 60 E.A. Sewer Service-4 Inch Service Tap;
00355 Per Each:
Three k ul clre,( Dollars
and Vd Cents $ 30p.00 $ le
146. BID- 40 E.A. Sewer Service-6 Inch Service Tap;
00361 Per Each:
Three hun.�lre�>C, v Dollars
and ago Cents
147. BID- 20 E.A. Sewer Service-8 Inch Service Tap;
00366 Per Each:
I-Aeee hunJreAS-e04" 6o'1Yars
and No Cents $ 3W° $
148. BID- 250 L.F. Sewer Service-4 Inch-SDR26 San. Sewer
00358 Service Line Replacement/Installation;
r. Per Linear Foot:
A v Dollars
and ,vim Cents $ 50.00 s00 00
149. BID- 100 L.F. Sewer Service-6 Inch-SDR26 San. Sewer
Service Line Replacement/Installation;
Per Linear Foot:
Dollars
and .moo Cents $ SS 00 $�� 00
1P 150. BID- 100 L.F. Sewer Service-8 Inch-SDR26 San. Sewer
Service Line Replacement/Installation;
Per Linear Foot:
.r Ai,41i-Six Dollars
and AN Cents $ S(,,00 °0
B-26
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
151. BID- 100 E.A. Sewer Service-4 Inch-2 Way Clean
00356 Out (PVC);
.. Per Each:
One Dollars
and Cents $ J,SD°o $ a�D D.a°
152. BID- 100 E.A. Sewer Service-6 Inch-2 Way Clean
00362 Out(PVC);
Per Each:
Qnc hund(rdkh Dollars
and .vo Cents $ ,00 $ 00.°1
153. BID- 100 E.A. Sewer Service-8 Inch-2 Way Clean
00364 Out(PVC);
Per Each:
i9ne- llimigrey' etltnt✓ Dollars
and -Vo Cents $ 170.00 $ /7im.`0
154. BID- 100 E.A. Sewer Service-4-Inch Cast Iron Sanitary
Sewer Service Two-Way Cleanout;
Per Each:
One hunc(,-W Dollars
and ,vo Cents 17 $ ,00
155. BID- 100 E.A. Sewer Service-6-Inch Cast Iron Sanitary
Sewer Service Two-Way Cleanout;
Per Each:
Dne �&nd(re,14m Dollars
and wo Cents $
156. BID- 100 E.A. Sewer Service-8-Inch Cast Iron Sanitary
Sewer Service Two-Way Cleanout;
Per Each:
h��,Q/1e pin► Cn�V Dollars
and .yo Cents $ /Id 00 $ 00,°o
B-27
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
157. BID- 1 E.A. Sewer Plumbing-Plumbing Permit for
San. Sewer Service Inspection;
Per Each:
Twenty Two Dollars
�• and Fifty Cents $ 22.50 $ 22.50
158. BID- 100 L.F. Sewer Plumbing-4 Inch-SCH 40 San.
.. 00352 Sewer Private Plumbing Line Installation
or Replacement, Including Cleanouts
as Required, by Licensed Plumber;
Per Linear Foot:
.SeI/tn �_Dollars
and .v0 Cents $ 70 O° $
159. BID- 100 C.Y. Fill Material-Flowable Fill,
00544 in Lieu of Backfill;
Per Cubic Yard:
6'ohfv Dollars
and .v o Cents $ 8Q so $ $,000."
160. BID- 25 C.Y. Subgrade-Crushed Limestone for
00493 Misc. Placement;
Per Cubic Yard:
n Dollars
and NO Cents $ Id oo $ DSO o0
161. BID- 50 C.Y. Concrete-Type B (#2500);
00837 Per Cubic Yard:
f0.1-V Dollars
and .vo Cents $ 0 00 $ 2 000.o0
B-28
No
r
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
162. BID- 50 C.Y. Concrete-Type E (#1500);
00839 Per Cubic Yard:
Foy�v Dollars
and ,v o Cents $ y0 oo $ 2,0Q
r
163. BID- 20 C.Y. Riprap(Concrete);
00092 Per Cubic Yard:
r
One AuA&(ma( �')� Dollars
and .✓o Cents $ /Syo $ 000.00
164. BID- 20 C.Y. Riprap-12 Inch Rock;
Per Cubic Yard:
r
Dollars
and �,vo Cents $ 90,00 $
165. BID- 20 C.Y. Riprap-18 Inch Rock;
Per Cubic Yard:
- EidA ty- i ye Dollars
and Al, Cents $ 8S oa $
.r —4
166. BID- 20 C.Y. Riprap-24 Inch Rock;
00096 Per Cubic Yard:
r 11 Ig-Ave Dollars
and .vo Cents $ $ ,00
F7
167. BID- 50 L.F. Grass-Hydro Mulch Seeding;
00134 Per Linear Foot:
-!Cn Dollars
and No Cents $ $ D0.°0
r 168. BID- 50 L.F. Grass-Sod;
00137 Per Linear Foot:
r g P ge A Dollars
and .vo Cents oo $ 75-p 00
r
,r B-29
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
169. BID- 50 L.F. Concrete-Concrete Encasement;
00841 Per Linear Foot:
%2 n Dollars
and wo Cents $ /Q 06 $ a0,00
170. BID- 450 S.F. Pavement-Concrete Sidewalk
Replacement;
Per Square Foot:
f%ve Dollars
and ,moo Cents $ Soo $ SQ,00
171. BID- 450 S.F. Pavement-Concrete Driveway
Replacement;
Per Square Foot:
Se veA Dollars
and .✓o Cents $ 7,of
$ 3,150.00
172. BID- 50 L.F. Pavement-Concrete Curb and Gutter
Replacement;
Per Linear Foot:
Dollars
and ,v0 Cents $ ,0° $ /00 00
173. BID- 50 L.F. Pavement-Concrete Curb Attached to
Concrete Pavement Replacement;
Per Linear Foot:
-)'e,n Dollars
and *0 Cents $ /0 " $ SQo.°0
174. BID- 100 L.F. Pavement-Replace Paving in Parking
Areas;
Per Linear Foot:
&,rtv Dollars
and No Cents $ yQ $ Q0
.. B-30
.r
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
175. BID- 300 L.F. Pavement-Concrete Pavement on
2:27 Concrete Base (2000-2);
Per Linear Foot:
Few fy,&V4 Dollars
MW and .vo Cents $ YS°O $ 13,SO0
176. BID- 1000 S.F. Pavement-Concrete Replacement
00459 on Existing Base;
Per Square Foot:
MW 11° Dollars
and ,✓o Cents $ 2.00 $ 24 10,90.0
R 177. BID- 200 L.F. Pavement-Paver on Reinforced
Concrete Base;
Per Linear Foot:
f'16IC-kve Dollars
and 1v0 Cents $ ss�°o $
178. BID- 1000 L.F. Pavement-2 Inch Min HMAC on
2:27 Concrete Base (2000-1A);
Per Linear Foot:
'40r4 v Dollars
and ,Vo Cents $ YO 00 $ W100.0
179. BID- 1000 S.F. Pavement-2 Inch Min HMAC
00444 Replacement on Existing Base;
Per Square Foot:
:;6&o Dollars
and .vo Cents $_ 2.00 $ ZooaO°
180. BID- 200 L.F. Pavement-2-Inch HMAC on 2:27
Concrete Base;
Per Linear Foot:
Uw Aoriy -1600 Dollars
and .vQ_ Cents $ p o0
B-31
ITEM BID APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
181. BID- 100 L.F. Min 1-1/2 Inch HMAC on Reinforced
Concrete Base;
Per Linear Foot:
/Cn,rfK Dollars
and 6 0 Cents $ 1/0,00 $ U00.00
I82. BID- 100 L.F. Pavement-2 Inch HMAC on
01302 6 Inch Flex Base-Temporary;
Per Linear Foot:
�r �t,, Dollars
and .yo Cents $ 30.00 $ 000•00
.. 183. BID- 50 E.A. Pavement-Traffic Permit for Utility
00470 Street Cut;
Per Each:
Seventy Five Dollars
and No Cents $ 75.00 $ 3,750.00
184. BID- 50 E.A. Traffic Control Plan Design&
Installation as Required;
Per Each:
' �[t Am rci Dollars
and love Cents $ 34900 $6,0woo
TOTAL AMOUNT BID $ 7,q 222, SD
r
r
B-32
MW
PART B - PROPOSAL(Cont)
Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract
and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents,
for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become
- the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not
executed and delivered within the time above set forth, as liquidated damages for the delay and additional
work caused thereby.
The undersigned bidder certified that he has been furnished at least one set of the General Contract
Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he
MW has read and thoroughly understands all the requirements and conditions of those General Documents and
the specific Contract Documents and appurtenant plans.
wo 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
MW amended by 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 365 calendar days after beginning construction as set forth in the written
work order to be furnished by the Owner.
(Complete A or B below, as applicable:)
A. The principal place of business of our company is in the State of
Nonresident bidders in the State of , our principal
place of business, are required to be percent lower than resident bidders
by state law. A copy of the statue is attached.
Non resident bidders in the State of , our principal
place of business, are not required to underbid resident bidders.
,KB. The principal place of business of our company or our parent company or
majority owner is in the State of Texas.
MW
UW
aw B-33
.s
WO
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions
and requirements of which have been taken into consideration on preparation of the foregoing bid:
r
Addendum No. 1 (Initials) Addendum No. 3 (Initials)
`■ Addendum No. 2 (Initials) Addendum No. 4 (Initials)
Respectfully submitted,
C21Clf^�se r�t2f slow Lit Off] 'LP
By:
Title:
Address•
T lephone:
(Seal)
Date: 10 13 lay I
aw
s
,y
s
,,� B-34
FORT
City of Fort Worth
Minority and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract Is$25,000 or more,the M/WBE goal is applicable.
If the total dollar value of the contract is less than$25,000,the M/WBE goal is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements
and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid.
M/WBE PROJECT GOALS
The City's M/WBE goal on this project is_ lot %of the total bid(Base bid applies to Parks and Community Services).
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by
either of the following:
1. Meet or exceed the above stated M/WBE goal, or
2. Good Faith Effort documentation,or;
3. Waiver documentation,or;
4. Joint Venture.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications 'w
f
1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid
met or exceeded: opening date,exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if participation is less than opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if no M/WBE participation: I opening date,exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid
perform all subcontracting/supplier work: opening date,exclusive of the bid opening date.
5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
to met or exceed goal. opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED
NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/WBE Office at(817)392-6104.
Rev. 1111105
i
ATTACHMENT IA
Page 1 of 4
FORT WORTH City of Fort Worth
Subcontractors/Suppliers Utilization Form
we
P ME COMPANY NAME: Check applicable block to describe prime
P6n,&+ruubpr-)TX L10 M/W/DBE NON-M=/DBE
"If PROJECT NAME:��QC- ,rl�,,,�/��, 1.5, Q Q�la�m�r
Ike laiLol.♦i"s L�DY1-�YAt ai7l l v,w I Q ! 1D DATE
o2b 1
City's M/WBE Project Goal: Prime's MIWBE Project Utilization: PROUECT NUMBER
-w
% I9. a % O I log.),
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested 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 Offeror agrees to enter into a formal agreement with the MNVBE firm(s) listed in this
utilization 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 bid specifications
M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 15Y tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
r Enterprise(DBE) is synonymous with Minority/Women Business Enterprise(M/WBE).
If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease agreement.
Rev.5/30/03
i
ATTACHMENT IA
FORT WORTH Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs.
Please list M/WBE firms first,use additional sheets if necessary.
Certification N
(check one) o
SUBCONTRACTOR/SUPPLIER T n
Company Name i N T Detail Detail
Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B T D WR O B
E E C T E
A
—rru.cK i q. L�
ROBERT GRANADOS TRUCKING Hato I /1 ��
5412 Kingslink Circle
w Fort Worth,Texas 76135 �� u S
(817)237-3520
wr
Con�r�� ySJ Mo.OD
er COWTOWN REDI-MIX led; M X
PO Box 162327 1
Fort Worth,Texas 76161
v(817)759-1919 f(817)759-1716
Roadrunner Traffic Supply,Inc. C Or4 YO
3200 Marquita Drive
Fort Worth,Texas 76116 I St.4'pfI ties
phone:817-244-0305
No fax:817-244-4819
00
HAROS BROTHERS BORING
5112 Mosson Road
Fort Worth,Texas 76119
(817)572-6332
Mw
MJ PIPELINE INSPECTION,INC. - Ul r
PO Box 851
Mo Granbury,TX 76048-0851
Melody Bendewald(817)946-1126
SUN COAST RESOURCES INC.
Teri Bateman I
PO Box 972321
Dallas,Texas 75397
v(800)677-3835 x655
ow
Rev.5/30103
i
ATTACHMENT IA
FoRr_ Wow Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs.
Please list MNVBE firms first,use additional sheets if necessary.
Certification N
(check one) o
SUBCONTRACTOR/SUPPLIER T n
Company Name i N T Detail Detail
Address I M y� C X M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r g B R 0 B
E E C T E
A
Pe Pe
HD SUPPLY WATERWORKS,Ltd. I= 14 i it+ o1�5�bl�D.Dd
PO Box 840700
Dallas,Texas 75284 ( VQ Wes
(817)595-0580
IgeIP; 1f0G� aD
RINKER MATERIALS I
.e PO Box 730197 �� 14; g '�'
Dallas,Texas 75373—0197
(817)491-4321
s
ow
.n
Rev.5/30/03
..r
i
ATTACHMENT 1A
FoRT- Page 4 of 4
Nlr`
Total Dollar Amount of M/WBE Subcontractors/Suppliers $
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ �05i OpO,
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ /„ W.
W )
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
•• M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
MM/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create 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.
WA
1�.
AA . ri gnat e Printed Sipnatu
7'C'Q cl ems{. (F!
Title �onDt�t�ame/Title(if dill en4041-
•• LI" (��SI'1�53�1-I'7y� C�I� 53c1 - 5
Company ame 40 elephone and/or Fax '
MW Po. R&Y' 15 � t YC @ C��. fir• m
Address Vail Addrdss
p��h . �CX CQ I1�1 &L404 r I S Q.o ►/
=1 city/state/zip Date
Rev.5/30/03
ATTACHMENT IC
Page 1 of 3
FOR, T WORTH City of Fort Worth
aw Good Faith Effort Form
IME COMPANY NAME: Check applicable block to describe
rime
,sf �' �l MNV/DBE K
rgeloccl+svvis
NON-M/W/DBE
PJECT NAME:Seux r (yr-i l n E.K�1-Chs) ,�.3 IZeplacelmen+s
e0n 4,ra c,+old 1 i BID DATE10113
D ' I i
City's M/WBE Project Goal: PROJECT NUMBER
% Lit. eC �o -
Fyou have failed to secure M/WBE participation and you have subcontracting andlor supplier opportunities or if yoBE participation is less than the City's project goal,you must complete this form.
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation the facts or intentional discrimination by the bidder.
Failure to complete this form, in its entirety with supporting documentation, and received by the
Managing Department on or before 6:00 p.m. five (6) City business days after bid opening, exclusive of
bid opening date,will result in the bid being considered non-responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity) for the completion of this
project, regardless of whether it is to be provided by a M/WBE or non-MfWBE. (DO NOT LIST NAMES
OF FIRMS)l RMS) On Combined Projects, list each subcontracting and or supplier opportunity through the
2" tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
s
.. ) (Y14
J DkA yl Pu -e-,1
y
Rev.05/30/03
ATTACHMENT 1C
Page 2 of 3
2.) Obtain a current(not more than three(3)months old from the bid open date) list of M/WBE
subcontractors and/or suppliers from the City's M/WBE Office.
✓Yes Date of Listing oc /I(Z/I
No
3.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously
listed,at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are
opened?
✓Yes (If yes,attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.)
-� No
4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously
listed,at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are
opened?
-/es (If yes,attach list to include name of MIWBE firm,person contacted,phone number and date and time of contact.)
No
NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both, If a facsimile
w is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and
documentation faxed.
NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the
bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a
particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two-
thirds (213) of the list within such area of opportunity, but not less than ten to be in compliance with
questions 3 and 4.
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
p ns and specifications in order to assist the MIWBEs?
1Yes
No
6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in
the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any
supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide
dispute concerning quotes, the bidder will provide for confidential in-camera access to and
inspection of any relevant documentation by City personnel.
Please use additional sheets, if necessary,and attach,
Company Name Telephone Contact Person Scope ot Work Reason for Rejection
Rev.05/30/03
ATTACHMENT 1C
Page 3 of 3
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE participation on this project.
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original 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 on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the M/WBE(s) listed
was/were contacted in good faith. It is understood that any M/WBE(s) listed in
Attachment 1 will be contacto and the reasons for not using them will be verified by
the City's Meg.
tO-Doa r
_,Adjh5r,dW Si ature Printed Sig ature
'4 M-G i cS� f� Q,
itle Contact Name and Title(if different)
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P � - -
Company Name Pho a Number Fai Number
P(� a< I -keeas.l@1COYa-&-ser.tow,
Address 14 ail Addrbss
City/State/Zip Date
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Rev.05/30/03
MW PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
OCTOBER 19, 2009
TABLE OF CONTENTS
C1-1 DEFINITIONS C1-1 (1)
C 1-1.1 Definition of Terms Cl-1 (1)
C 1-1.2 Contract Documents Cl-1 (2)
C 1-1.3 Notice to Bidders CIA (2)
C1-1.4 Proposal C1-1 (2)
C1-1.5 Bidder C1-1 (2)
C 1-1.6 General Conditions Cl-1 (2)
C 1-1.7 Special Conditions Cl-1 (2)
C1-1.8 Specifications C1-1 (2)
s C1-1.9 Bonds CIA (2)
C1-1.10 Contract C1-1 (3)
C1-1.11 Plans C1-1 (3)
�,. C1-1.12 City C1-1 (3)
C1-1.13 City Council CIA (3)
C1-1.14 Mayor C1-1 (3)
C1-1.15 City Manager C1-1 (3)
C1-1.16 City Attorney CIA (3)
C 1-1.17 Director of Public Works Cl-1 (3)
C 1-1.18 Director, City Water Department CIA (3)
C1-1.19 Engineer C1-1 (3)
C1-1.20 Contractor CIA (3)
C1-1.21 Sureties C1-1 (4)
C1-1.22 The Work or Project C1-1 (4)
C1-1.23 Working Day C1-1 (4)
* C 1-1.24 Calendar Days CIA (4)
C1-1.25 Legal Holidays C1-1 (4)
C1-1.26 Abbreviations C1-1 (4)
C1-1.27 Change Order C1-1 (5)
C 1-1.28 Paved Streets and Alleys CIA (5)
C 1-1.29 Unpaved Streets or Alleys CIA (6)
_ C1-1.30 City Street C1-1 (6)
C1-1.31 Roadway C1-1 (6)
C1-1.32 Gravel Street C1-1 (6)
e.
C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.1 Proposal Form C2-2(1)
C2-2.2 Interpretation of Quantities C2-2(1)
C2-2.3 Examination of Contract Documents and Site of Project C2-2 (2)
C2-2.4 Submitting of Proposal C2-2 (2)
(1)
..
MW C2-2.5 Rejection of Proposals C2-2(3)
C2-2.6 Bid Security C2-2 (3)
C2-2.7 Delivery of Proposal C2-2 (3)
C2-2.8 Withdrawing Proposals C2-2 (3)
C2-2.9 Telegraphic Modifications of Proposals C2-2 (3)
C2-2.10 Public Opening of Proposal C2-2(4)
C2-2.11 Irregular Proposals C2-2(4)
C2-2.12 Disqualification of Bidders C2-2 (4)
C3-3 AWARD AND EXECUTION OF DOCUMENTS:
C3-3.1 Consideration of Proposals C3-3 (1)
•• C3-3.2 Minority Business Enterprise/Women Business C3-3 (1)
Enterprise Compliance
C3-3.3 Equal Employment Provisions C3-3 (1)
C3-3.4 Withdrawal of Proposals C3-3 (1)
C3-3.5 Award of Contract C3-3 (2)
C3-3.6 Return of Proposal Securities C3-3 (2)
.r C3-3.7 Bonds C3-3 (2)
C3-3.8 Execution of Contract C3-3 (3)
C3-3.9 Failure to Execute Contract C3-3 (3)
.r C-3-3.10 Beginning Work C3-3 (4)
C3-3.11 Insurance C3-3 (4)
C3-3.12 Contractor's Obligations C3-3 (6)
C3-3.13 Weekly Payrolls C3-3 (6)
C3-3.14 Contractor's Contract Administration C3-3 (6)
C3-3.15 Venue C3-3 (7)
C4-4 SCOPE OF WORK
„W C4-4.1 Intent of Contract Documents C4-4 (1)
C4-4.2 Special Provisions C4-4(1)
C4-4.3 Increased or Decreased Quantities C4-4(1)
W. C4-4.4 Alteration of Contract Documents C4-4(2)
C4-4.5 Extra Work C4-4(2)
C4-4.6 Construction Schedule C4-4 (3)
„w C4-4.7 Schedule Tiers Special Instructions C4-4 (6)
C5-5 CONTROL OF WORK AND MATERIALS
C5-5.1 Authority of Engineer C5-5 (1)
C5-5.2 Conformity with Plans C5-5 (1)
r
C5-5.3 Coordination of Contract Documents C5-5 (1)
C5-5.4 Cooperation of Contractor C5-5 (2)
C5-5.5 Emergency and/or Rectification Work C5-5 (2)
C5-5.6 Field Office C5-5 (3)
C5-5.7 Construction Stakes C5-5 (3)
(2)
C5-5.8 Authority and Duties of City Inspector C5-5 (3)
C5-5.9 Inspection C5-5 (4)
C5-5.10 Removal of Defective and Unauthorized Work C5-5 (4)
C5-5.11 Substitute Materials or Equipment C5-5 (4)
C5-5.12 Samples and Tests of Materials C5-5 (5)
C5-5.13 Storage of Materials C5-5 (5)
C5-5.14 Existing Structures and Utilities C5-5 (5)
C5-5.15 Interruption of Service C5-5 (6)
C5-5.16 Mutual Responsibility of Contractors C5-5 (7)
C5-5.17 Clean-Up C5-5 (7)
C5-5.18 Final Inspection C5-5 (8)
C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 Laws to be Observed C6-6 (1)
.. C6-6.2 Permits and Licenses C6-6 (1)
C6-6.3 Patented Devices, Materials, and Processes C6-6 (1)
C6-6.4 Sanitary Provisions C6-6 (1)
.. C6-6.5 Public Safety and Convenience C6-6 (2)
C6-6.6 Privileges f Contractor in Streets, Alleys, C6-6 (3)
and Right-of-Way
.. C6-6.7 Railway Crossings C6-6 (3)
C6-6.8 Barricades,Warnings and Flagmen C6-6 (3)
C6-6.9 Use of Explosives, Drop Weight, Etc. C6-6 (4)
C6-6.10 Work Within Easements C6-6 (5)
C6.6.11 Independent Contractor C6-6 (6)
C6-6.12 Contractor's Responsibility for Damage Claims C6-6(6)
_ C6-6.13 Contractor's Claim for Damages C6-6 (8)
C6-6.14 Adjustment or Relocation of Public Utilities, Etc. C6-6(8)
C6-6.15 Temporary Sewer and Drain Connections C6-6 (8)
w, C6-6.16 Arrangement and Charges for Water Furnished by the City C6-6 (9)
C6-6.17 Use of a Section or Portion of the Work C6-6 (9)
C6-6.18 Contractor's Responsibility for the Work C6-6 (9)
C6-6.19 No Waiver of Legal Rights C6-6(9)
C6-6.20 Personal Liability of Public Officials C6-6(10)
C6-6.21 State Sales Tax C6-6(10)
r
C7-7 PROSECUTION AND PROGRESS
C7-7.1 Subletting C7-7 (1)
C7-7.2 Assignment of Contract C7-7 (1)
C7-7.3 Prosecution of The Work C7-7 (1)
C7-7.4 Limitation of Operations C7-7 (2)
w C7-7.5 Character of Workmen and Equipment C7-7 (2)
C7-7.6 Work Schedule C7-7 (3)
ow C7-7.7 Time of Commencement and Completion C7-7 (3)
C7-7.8 Extension of Time Completion C7-7 (3)
LN (3)
r
UN
C7-7.9 Delays C7-7 (4)
C7-7.10 Time of Completion C7-7 (4)
C7-7.11 Suspension by Court Order C7-7 (5)
C7-7.12 Temporary Suspension C7-7 (5)
C7-7.13 Termination of Contract due to National Emergency C7-7 (6)
C7-7.14 Suspension or Abandonment of the Work C7-7 (6)
and Annulment of the Contract:
C7-7.15 Fulfillment of Contract C7-7 (8)
C7-7.16 Termination for Convenience of the Owner C7-7 (8)
.. C7-7.17 Safety Methods and Practices C7-7 (11)
•• C8-8 MEASUREMENT AND PAYMENT
C8-8.1 Measurement Of Quantities C8-8 (1)
.. C8-8.2 Unit Prices C8-8 (1)
C8-8.3 Lump Sum C8-8 (1)
C8-8.4 Scope of Payment C8-8 (1)
.. C8-8.5 Partial Estimates and Retainage C8-8 (2)
C8-8.6 Withholding Payment C8-8 (3)
C8-8.7 Final Acceptance C8-8 (3)
C8-8.8 Final Payment C8-8 (3)
C8-8.9 Adequacy of Design C8-8 (4)
C8-8.10 General Guaranty C8-8 (4)
_ C8-8.11 Subsidiary Work C8-8 (4)
C8-8.12 Miscellaneous Placement of Material C8-8 (4)
C8-8.13 Record Documents C8-8 (4)
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(4)
PART C -GENERAL CONDITIONS
C1-1 DEFINITIONS
SECTION Cl-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 in 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 on the General Contract
Documents and the Special Contract Documents.
a. GENERAL CONTRACT DOCUMENTS: The General Contract
Documents govern all 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 El-White
E2-Golden Rod
E2A-White
PERMITS/EASEMENTS Blue
PART F- BONDS (Sample) White
PART G - CONTRACT (Sample) White
b. SPECIAL CONTRACT DOCUMENTS: The Special Contract
Documents are prepared for each specific project as a supplement to the
General Contract Documents and include the following items:
PART A-NOTICE TO BIDDERS (Advertisement) same as above
Y 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)
i
C1-1.3 NOTICE TO BIDDERS: All of the 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 read and not rejected by the Owner.
C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association,
corporation, acting directly or through a duly authorized representative, submitting a
proposal for performing the work contemplated under the Contract Documents,
constitutes a bidder.
C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction
and contract requirements which govern the performance of the work so that it will be
carried on in accordance with the customary procedure, the local statutes, and
requirements of the City of Fort Worth's charter and promulgated ordinances.
Whenever there may be a conflict between the General Conditions and the Special
Conditions,the latter shall take precedence. .
C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements
- which are necessary for the particular project covered by the Contract Documents and not
specifically covered in the General Conditions. When considered with the General
Conditions and other elements of the 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 set forth in detail the requirements which must be met by all materials,
construction, workmanship, equipment and services in order to render a completed an
useful project. Whenever reference is made to standard specifications, regulations,
requirements, statutes, etc., such referred to documents shall become a part of the
Contract Documents just as though they were embodied therein.
C1-1.9 BONDS: The bond or bonds are the written guarantee or security furnished by
the Contractor for prompt and faithful performance of the contract and include the
_ following:
a. Performance Bond (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 Bidders, Part A and
C2-2.6)
C1-1 (2)
C1-1.10 CONTRACT: The Contract is a formal signed agreement between the owner
and the Contractor covering the mutual understanding of the two contracting parties about
the project to be completed under the Contract Documents.
C 1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the
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, preliminary drawings and such supplemental drawings as
the Owner may issue to clarify other drawings or for the purpose of showing changes in
the work hereinafter authorized by the Owner. The plans are usually bound separately
from the other parts of the Contract Documents, but they are 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 Manager, each of which is required by charter to perform specific duties.
Responsibility for final enforcement of the 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, or 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.
C1-1.17 DIRECTOR OF PUBLIC WORKS: The officially appointed official of the City
of Fort Worth, Texas, referred to in the charter as the City Engineer, or his duly
authorized representative.
C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The officially appointed
Director of the City Water Department of the City of Fort Worth, Texas, or his duly
authorized representative, assistant, or agents.
C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth
City Water Department, or their duly authorized assistants, agents, engineers, inspectors,
or superintendents, acting within the scope of the particular duties entrusted to them.
C1-1.20 CONTRACTOR: The person, person's, partnership,company, firm, association,
or corporation, entering into a contract with the Owner for the execution of work, acting
C1-1 (3)
directly or through a duly authorized representative. A sub-contractor is a person, firm,
corporation, supplying labor and materials or only labor, for the work at the site of the
project.
C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds as 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 requirements as
set forth in the Contract Documents and approved changes therein.
C 1-1.22 THE WORK OR PROJECT: The completed work contemplated in and
covered by the Contract Documents, including but not limited to the furnishing of all
labor, materials, tools, equipment, and incidentals necessary to produce a completed and
serviceable project.
C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including
Saturdays, Sundays, and legal holidays, in which weather or other conditions not under
the control of the Contractor permit the performance of the principal unit of work for a
period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions
as permitted in paragraph C7-7.6
C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days
being excepted.
C1-1.25: LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the
City Council of the City of Fort Worth for observance by City employees as follows:
1. New Year's day January 1
2. M.L. King, Jr. Birthday Third Monday in January
3. Memorial Day Last Monday in May
.. 4. Independence Day July 4
5. Labor Day First Monday in September
6. Thanksgiving Day Fourth Thursday in November
7. Thanksgiving Friday Forth Friday in November
8. Christmas Day December 25
9. Such other days in lieu of holidays as
the City Council may determine
When one of the above named holidays or a special holiday is declared by the City
Council, falls on a Saturday, the holiday shall be observed on the preceding Friday, or if it
falls on Sunday, it shall be observed on the following Monday, by those employees
working on working day operations. Employees working calendar day operations will
consider the calendar as the holiday.
C1-1.26 ABBREVIATIONS: Whenever the abbreviations defined herein appear in the
Contract Documents,the intent and meaning shall be as follows:
C1-1 (4)
AASHTO - American Association of State MGD - Million Gallons
Highway Transportation Officials per Day
ASCE - American Society of Civil CFS - Cubic Foot per
Engineers Second
IAW - In Accordance With Min. - Minimum
ASTM - American Society of Testing Mono. - Monolithic
Materials % - Percentum
- AWWA - American Water Works R - Radius
Association I.D. - Inside Diameter
ASA - American Standards Association O.D. - Outside Diameter
HI - Hydraulic Institute Elev. - Elevation
Asph. - Asphalt F - Fahrenheit
Ave. - Avenue C - Centigrade
•• Blvd. - Boulevard In. - Inch
CI - Cast Iron Ft. - Foot
CL - Center Line St. - Street
GI - Galvanized Iron CY - Cubic Yard
Lin. - Linear or Lineal Yd. - Yard
lb. - Pound SY - Square yard
MH - Manhole L.F. - Linear Foot
Max. - Maximum D.I. - Ductile Iron
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 quantities stated in the
proposal are not the subject matter of a Change Order unless the increase or decrease is
,. more than 25%of the amount of the particular item or items in the original proposal.
All "Change Orders" shall be prepared by the City from information as necessary
furnished by the Contractor.
C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as
a street or alley having one of the following types of wearing surfaces applied over the
natural unimproved surface:
1. Any type of asphaltic concrete with or without separate base material.
2. Any type of asphalt surface treatment, not including an oiled surface, with
or without separate base material.
3. Brick, with or without separate base material.
4. Concrete, with or without separate base material.
5. Any combination of the above.
C1-1 (5)
C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or
other surface is any area except those defined for"Paved Streets and Alleys."
C1-1.30 CITY STREET: A city 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') back of the curb lines or four (`4) feet back of the average edge of pavement where
— no curb exists.
C1-1.32 GRAVEL STREET: A gravel street is an unimproved street to which has been
.. added one or more applications of gravel or similar material other than the natural
material found on the street surface before any improvement was made.
C1-1 (6)
r
SECTION C -GENERAL CONDITIONS
C2-2 INTERPRETATION AND
' PREPARATION OF PROPOSAL
SECTION C2-2 INTERPRETATION 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 Proposal form will 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 opening of bids.
The financial statement required shall have been prepared by an independent certified
public accountant or an independent public accountant holding a valid permit issued by
an appropriate state licensing agency, and shall have been so prepared as to reflect the
current financial status. This statement must be current and no more than one(1)year old.
In the case that bidding date falls within 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 qualification 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 completed not more than five (5) years prior to the date on
which Bids are to be received. The Director of the Water Department shall be sole judge
as to the acceptability of experience for qualification to bid on any Fort Worth Water
Department project.
_ The prospective bidder shall schedule the equipment he has available for the project and
state that he will rent such additional equipment as may be required to complete the
project on which he submits a bid.
i
C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials
to be furnished as may be listed in the proposal forms or other parts of the Contract
Documents will be considered as approximate only and will be used for the purpose of
comparing bids on a uniform basis. Payment will be made to the Contractor for only the
actual quantities of work performed or materials furnished in strict accordance with the
Contract Documents and Plans. The quantities of work to be performed and materials to
be furnished may be increased or decreased as hereinafter provided, without in any way
invalidating the unit prices bid or any other requirements of the Contract Documents.
r. C2-2 (1)
a-
..
C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT:
Bidders are advised that the Contract Documents on file with the Owner shall constitute
all of the information 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
Documents just as though such addenda were actually written into the original Contract
Documents.
Bidders are required, prior to 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 knowledge
of the conditions which will be encountered during 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 required for its completion, and obtain all
information required to make an intelligent proposal. No information given by the Owner
or any representative of the Owner other than that contained in the Contract Documents
and 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 other data which are necessary for full and complete information upon
- which the proposal is to be based. It is mutually agreed that the submission of a proposal
is prima-facie evidence that the bidder has made the investigation, examinations and tests
herein required. Claims for additional compensation due to variations between conditions
.. actually encountered in construction and as indicated in the Contract Documents will not
be allowed.
The logs of Soil Borings, if any, on the plans are for general information only and may
not be correct. Neither the Owner nor the Engineer guarantee that the data shown is
representative of conditions which actually exist.
C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the
form furnished by the Owner. All blank spaces applicable to the project contained in the
_. form shall be correctly filled in and the Bidder shall state the prices, written in ink in both
words and numerals, for which he proposes to do work contemplated or furnish the
materials required. All such prices shall be written legibly. In case of discrepancy
_ between price written in words and the price written in numerals, the price most
advantageous to the City shall govern.
If a proposal is submitted by an individual, his or her name must be signed by him (her)
or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or
partnership, the name and address of each member of the firm, association, or partnership,
i or by person duly authorized. If a proposal is submitted by a company or corporation, the
company or corporation name and business address must be given, and the proposal
signed by an official or duly authorized agent. The corporate seal must be affixed. Power
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.r C2-2 (2)
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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 rejected if they show any
alteration of words or figures, additions not called for, conditional or uncalled for
alternate bids, erasures, or irregularities of any kind, or contain unbalanced value of any
items. Proposal tendered or delivered after the official time designated for receipt of
proposal shall be returned to the Bidder unopened.
C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a
"Proposal Security" of the character and the amount indicated in the "Notice to Bidders"
and the "Proposal." The Bid Security is required by the Owner as evidence of good faith
on the part of the Bidder, and by way of a guaranty that if awarded the contract, the
Bidder will within the required time execute a formal contract and furnish the required
performance and other bonds. The bid security of the three lowest bidders will be retained
until the contract is awarded or other disposition is made thereof. The bid security of all
other bidders may be returned promptly after the canvass of bids.
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 Bidder
must have the proposal actually delivered. Each proposal shall be in a sealed envelope
plainly marker with the word "PROPOSAL," and the name or description of the project
as designated in the "Notice to Bidders." The envelope shall be addressed to the City
Manager, City Hall, Fort Worth, Texas.
C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City
Manager cannot be withdrawn prior to the time set for opening proposals. A request for
non-consideration must be made in writing, addressed to the City Manager, and filed with
him prior to the time set for opening of proposals. After all proposals not requested for
non-consideration are opened and publicly read aloud, the proposals for which non-
consideration requests have been properly filed May, at the option of the Owner, be
returned unopened.
C2-2.9 TELEGRAHIC MODIFICATIONS 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 City 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
i
time. If such confirmation is not received within forty-eight (48) hours after the proposal
opening time, no further consideration will be given to the proposal.
aw C2-2 (3)
C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly
filed and for which no "Non-consideration Request" has been received will be publicly
-+ opened and read aloud by the City Manager or his authorized representative at the time
and place indicated in the "Notice to Bidders."All proposals which have been 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 opening of bids.
C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as "Irregular" if
.r they show any omissions, alterations of form, additions, or conditions not called for,
unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves
the right to waive any all irregularities and to make the award of the contract to the best
interest of the City. Tendering a proposal after the closing hour is an irregularity which
can not be waived.
.. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their
proposals not considered for any of,but not limited to, the following reasons:
a) Reasons for believing that collusion exists among bidders.
s b) Reasonable grounds for believing that any bidder is interested in more than
one proposal for work contemplated.
c) The bidder being interested in any litigation against the Owner or where
A the Owner may have a claim against or be engaged in litigation against the
bidder.
d) The bidder being in arrears on any existing contract or having defaulted on
_. a previous contract.
e) The bidder having performed a prior contract in an unsatisfactory manner.
f) Lack of competency as revealed by financial statement, experience
statement, equipment schedule, and such inquiries as the Owner may see
fit to make.
g) Uncompleted work which, in the judgment of the Owner, will prevent or
hinder the prompt completion of additional work if awarded.
h) The bidder not filing with the Owner, one week in advance of the hour of
the opening of proposals the following:
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1. Financial Statement showing the financial condition of the bidder
as specified in Part"A" - Special Instructions
2. A current experience record showing especially the projects of a
nature similar to the one under consideration, which have been
successfully completed by the Bidder.
- 3. An equipment schedule showing the equipment the bidder has
available for use on the project.
The Bid Proposal of the bidder who, in the judgment of the Engineer, is disqualified
under the requirements stated herein, shall be set aside and not opened.
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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 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 the 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 ward of the contract is made by the Owner, the right will be reserved to reject
s any or all proposals and waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as may be 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 Woman-owned Business Enterprise (WBE) on the
contract and the payment therefor. Contractor further agrees, upon request by the Owner,
to allow and audit and/or an examination of any books, records, or files in the possession
of the Contractor that will substantiate the actual work performed by an MWE or WBE.
Any material misrepresentation of any nature will 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.
C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with
Current City Ordinances 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.
C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the
Owner, it cannot be withdrawn by the Bidder within forty-five (45) days after the date on
which the proposals were opened.
C3-3 (1)
C 3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final
action on the proposals for a reasonable time, not to exceed forty-five (45) days after the
date of opening proposals, and in no event will an award be made until after
investigations have been made as to the responsibility of the proposed awardee.
The award of the contract, if award is made, will be to the lowest and best responsive
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 proposed 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. All other proposal securities, usually those of the three lowest
bidders, will be retained by the Owner until the required contract has been executed and
bond furnished or the Owner has otherwise disposed of the bids, after which they will be
returned by the City Secretary.
C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the
.. Contractor shall furnish to, and file with the owner in the amounts herein required, the
following bonds:
a. PERFORMANCE BOND: A good and sufficient performance bond in
the amount of not less than 100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise, guaranteeing the full
,�. and faithful execution of the work and performance of the contract, and for
the protection of the Owner and all other persons against damage by
reason of negligence of the Contractor, or improper execution of the work
_ or use of inferior materials. This performance 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 proposal tabulation or otherwise, guaranteeing the
prompt, 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 the
amount of not less than 100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise, guaranteeing the
prompt, full and faithful payment of all claimants as defined in Article
CM (2)
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5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill
344, Acts 56`h 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. All bonds shall
be made on the forms furnished by the Owner and shall be executed by an approved
surety company doing business in the City of Fort Worth, Texas, and which is acceptable
ow to the Owner. In order to be acceptable, the name of 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 determined unsatisfactory at any time by the Owner,
notice will be given the Contractor to that effect and the Contractor shall immediately
provide a 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 after the Owner has
appropriate 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.
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 annual 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 occurring 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 the Owner will
C3-3 (3)
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suffer by reason of such failure on the part of the Awardee and shall thereupon
immediately by forfeited to the Owner.
The filing of a proposal will be considered as acceptance of this provision by the Bidder.
C-3-3.10 BEGINNING WORK: The Contractor shall not 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 the time stipulated in the written authorization
usually termed "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, commence the physical execution of the contract.
C3-3.11INSURANCE: The Contractor shall not commence work under this
contract until he has obtained all insurance required under the Contract Documents, and
W6 such insurance has been approved by the Owner. The prime Contractor shall be
responsible for delivering to the Owner the sub-contractor's certificate of insurance for
approval. The prime Contractor shall indicate on the certificate of insurance included in
.o 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,Worker's Compensation Insurance on all 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 under
the Worker's Compensation Statute, the Contractor shall provide adequate
employer's general liability insurance for the protection of such of his
employees not so protected.
b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The
Contractor Shall procure and shall maintain during the life of this contract,
Comprehensive General Liability Insurance (Public Liability and Property
Damage Insurance) in the 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 a separate policies or by additional endorsement to one of the
above-mentioned policies, and in the amount as set forth for public
_Tt liability and property damage,the following insurance:
1. Contingent Liability (covers General Contractor's Liability for acts
of sub-contractors).
C3-3 (4)
2. Blasting, prior to any blasting being done.
3. Collapse of buildings or structures adjacent to excavation L
excavation are performed adjacent to same).
4. Damage to underground utilities for$500,000.
5. Builder's risk(where above-ground structures are involved).
6. 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, Comprehensive Automobile Liability Insurance in an
amount not less than $250,000 for injuries including accidental death to
s_ 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 shall provide adequate protection for
.� the Contractor and his sub-contractors, respectively, against damage
claims which may arise from operations under this contract, whether such
operations be by the insured or by anyone directly or 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 shall furnish
the owner with satisfactory proof of coverage by insurance required in
these Contract Documents in the amounts and by carriers satisfactory to
the Owner. (Sample attached.) All insurance requirements made upon the
Contractor shall apply to the sub-contractors, should the Prime
Contractor's insurance not cover the sub-contractor's work operations.
g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance
and bonding companies with whom the Contractor's insurance and
C3-3 (5)
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performance, payment, maintenance and all such other bonds are written,
shall be represented by an agent or agents having an office located within
46- the city limits of the City of Fort Worth. Tarrant County, Texas. Each such
agent shall be a duly qualified, one upon whom 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, and claims that the City
of Fort Worth or other claimant or any property owner who has been
damaged, may have against the Contractor, insurance, and/or bonding
company. If the local insurance representative is not so empowered 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 shall be set forth on all such
bonds and certificates of insurance.
—� C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor
shall pay for all materials, labor and services when due.
,► C3-3.13 WEEKLY PAYROLLS: A certified copy of each payroll covering payment
of wages to all persons engaged in work on the project at the site of the project shall be
furnished to the Owner's representative within seven (7) days after the close of each
s payroll period. A copy or copies of the applicable minimum wage rates as set forth in the
Contract Documents shall be kept posted in a conspicuous place at the site of the project
at all times during the course of the Contract. Copies of the wage rates will 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 ADMINISTRATION: Any Contractor,
whether a person, persons, partnership, company, firm, association, corporation or other
who is approved to do business with and enters into a contract with the City for
-16 construction of water and/or sanitary sewer facilities, will have or shall establish a fully
operational business office within the Fort Worth-Dallas metropolitan area. The
Contractor shall charge, delegate, or assign this office (or he may delegate his Project
Superintendent) with full authority to transact all business actions required in the
performance of the Contract. This local authority shall be made responsible to act for the
Contractor in all matters made responsible to act for the Contractor in all matters
pertaining to the work governed by the Contract whether it be administrative or other
wise and as such shall be empowered, thus delegated and directed, to settle all material,
labor or other expenditure, all claims against work or any other mater associated such as
maintaining adequate and appropriate insurance or security coverage for the project. Such
local authority for the 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
C3-3 (6)
no
appropriately signed and sealed, as applicable, by the Contractor's responsible offices
with the understanding that this written assignment of authority to the 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 representative fail to perform to the
satisfaction of the Engineer, the Engineer, at his sole discretion, may demand that such
local representative be replaced and the Engineer may, at his sole discretion, stop all work
until a new local authority satisfactory to the Engineer is assigned. No credit of working
time will be allowed for periods in which work stoppages are in effect for this reason.
C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant
County,Texas.
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C3-3 (7)
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PART C- GENERAL CONDITIONS
C44 SCOPE OF WORK
SECTION C44 SCOPE OF WORK
C44.1 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 requirements and intent
of the Contract Documents. It is definitely understood that the Contractor shall do all
work as provided for in the Contract Documents, shall do all extra or special work as may
be considered by the Owner as necessary to complete the project in a satisfactory and
acceptable manner. The Contractor shall, unless otherwise specifically stated in these
Contract Documents, furnish all labor, tools, materials, machinery, equipment, special
services, and incidentals necessary to the prosecution and completion of the project.
C44.2 SPECIAL PROVISIONS: 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 Contract Documents, the "Special Provisions"
.. covering all such work will be prepared by the Owner previous to the time of receiving
bids or proposals for any such work and furnished to the Bidder in the form of Addenda.
All such "Special Provisions" shall be considered to be part of the Contract Documents
- just as though they were originally written therein.
C44.3 INCREASED OR DECREASED QUANTITIES: 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
perform the work as altered, increased or decreased at the unit prices. Such increased or
decreased quantity shall not be more than twenty-five (25) percent of the contemplated
quantity of such item or items. When such changes increase or decrease the original
quantity of any item or items of work to be done or materials to be furnished by the 25
ow percent or more, then either party to the contract shall upon written request to the other
party be entitled to a revised consideration upon that portion of the work above or below
the 25 percent of the original quantity stated in the proposal; such revised consideration to
r— be determined by special agreement or as hereinafter provided for "Extra Work." No
allowance will be made for any changes in anticipated profits not shall such changes be
considered as waiving or invalidating any conditions or provisions of the Contract
Documents.
Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted
herein as applying to overall quantities of sanitary sewer pipe in each pipe size, but not to
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the various depth categories.
C4-4 (1)
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 manner,provided such changes do not materially alter the original
Contract Documents or change the general nature of the project as a whole. Such changes
shall not be considered as waiving or invalidating any condition or provision of the
Contract Documents.
C4-4.5 EXTRA 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 approved
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. Unit bid price previously approved.
b. An agreed lump sum.
C. The actual reasonable cost of(1) labor, (2) rental of equipment used on the
extra work for the time so used at Associated General Contractors of
America current equipment rental rates, (3) materials entering permanently
into the project, and (4) actual cost of insurance, bonds, and social security
as determined by the Owner, plus a fixed fee to be agreed upon but not to
exceed 10 percent of the actual cost of such extra work. The fixed fee is
not to include any additional profit to the Contractor for rental of
equipment owner by him and used for extra work. The fee shall be full and
,. complete compensation to cover the cost of superintendence, overhead,
other profit, general and all other expense not included in (1), (2), (3), and
(4) above. The Contractor shall keep accurate cost records on the form and
in the method 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 orders 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.
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.. C4-4 (2)
V
Should a difference arise as to what does or dose not constitute Extra Work, or as to the
payment thereof, and the Engineer insists upon its performance, the Contractor shall
proceed with the work after making written request for written orders and shall keep
accurate account of the actual reasonable cost thereof as provided under method (Item Q.
Claims for extra work will not be paid unless the Contractor shall file his claim with the
Owner within five(5) days before the time for making the first estimate after such work is
done and unless the claim is supported by satisfactory vouchers and certified payrolls
covering all labor and materials expended upon said Extra Work.
The Contractor shall furnish the Owner such installation records of all deviations from
the original Contract Documents as may be necessary to enable the Owner to prepare for
permanent record a corrected set of plans showing the actual installation.
The compensation agreed upon for "Extra Work" whether or not initiated by a "Change
Order" shall be a full, complete and final payment for all costs Contractor incurs as a
result or relating to the change or extra work, whether said costs are known, unknown,
foreseen or unforeseen at that time, including without limitation, any costs for delay,
extended overhead, ripple or impact cost, or any other effect on changed or unchanged
work as a result of the change or extra work.
.r C4-4.6 CONSTRUCTION SCHEDULE: Before commencing any work under this
contract, the CONTRACTOR shall submit to the OWNER a draft detailed baseline
construction schedule that meets the requirements described in this specification, showing
by Critical Path Method (CPM) the planned sequence and timing of the Work associated
with the Contract. All submittals shall be submitted in PDF format, and schedule files
shall also be submitted in native file format (i.e. file formats associated with the
scheduling software). The approved scheduling software systems for creating the
schedule files are:
_ — Primavera(Version 6.1 or later or approved by OWNER)
— Primavera Contractor(Version 6.1 or later or approved by OWNER)
— Primavera SureTrak(Version 3.x or later or approved by OWNER)
— Microsoft Project(Version 2003/2007 or later or approved by OWNER)
It is suggested that the CONTRACTOR employ or retain the services of a qualified
Project Scheduler to develop the required schedules. A qualified Project Scheduler
would have the following minimum capabilities and experience.
a. Experience preparing and maintaining detailed schedules, as well as 1 year of
LL experience using approved scheduling software systems as defined in this
specification.
b. Knowledge of Critical Path Method of scheduling and the ability to analyze
schedules to determine duration,resource allocation, and logic issues.
C4-4 (3)
c. Understanding of construction work processes to the extent that a logical critical
path method schedule can be developed, maintained, and progressed that
aw accurately represents the scope of work performed.
C4-4.6(a) BASELINE CONSTRUCTION SCHEDULE: The CONTRACTOR shall
develop, submit and review the draft detailed baseline construction schedule with the
OWNER to demonstrate the CONTRACTOR's understanding of the contract
requirements and approach for performing the work. The CONTRACTOR will prepare
a the final detailed baseline construction schedule based on OWNER comments, if any.
The CONTRACTOR's first (Ist) payment application will only be processed after the
detailed baseline construction schedule has been submitted by the CONTRACTOR and
accepted by the OWNER.
The following guidelines shall be adhered to in preparing the baseline construction
schedule.
a. Milestone dates and final project completion dates shall be developed to conform
to the time constraints, sequencing requirements, and completion time.
b. The construction progress shall be divided into activities with time durations no
greater than 20 work days. Fabrication, delivery and submittal activities are
exceptions to this guideline.
{ c. Activity durations shall be in work days and normal holidays and weather
conditions over the duration of the contract shall be accounted for within the
duration of each activity.
d. The critical path shall be clearly shown on the construction schedule.
e. Float time is defined as the amount of time between the earliest start date and the
late start date using CPM. Float time is a shared and expiring resource and is not
for the exclusive use or benefit of the CONTRACTOR or OWNER.
f. Thirty days shall be used for submittal review unless otherwise specified.
The construction schedule shall be divided into general activities as indicated in the
Schedule Guidance Document and each general activity shall be broken down into sub-
activities in enough detail to achieve sub-activities of no greater than 20 days duration.
`y The Schedule Guidance Document is located on Buzzsaw and is hereby made a part of
this contract document by reference for all purposes, the same as if copies verbatim
herein.
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For each general activity, the construction schedule shall identify all trades or
subcontracts applicable to the project whose work is represented by activities that follow
the guidelines of this section.
For each of the trades or subcontracts applicable to the project, the construction schedule
shall indicate the following: procurement, construction, pre-acceptance activities, and
C4-4 (4)
events in their logical sequence for equipment and materials. Include applicable activities
and milestones such as:
1. Milestone for formal Notice to Proceed
2. Milestone for Final Completion or other completion dates specified in the contract
documents
3. Preparation and transmittal of submittals
4. Submittal review periods
_ 5. Shop fabrication and delivery
6. Erection and installation
7. Transmittal of manufacturer's operation and maintenance instructions
r 8. Installed equipment and material testing
9. Owner's operator instructions (if applicable)
10. Final inspection
11. Operational testing
C44.6(b) PROGRESS CONSTRUCTION SCHEDULE: The CONTRACTOR shall
prepare and submit monthly to the OWNER for approval the updated schedule in
accordance with C44.6 and C447 and the OWNER's Schedule Guidance Document
inclusive. As the Work progresses,the CONTRACTOR shall enter into the schedule and
record actual progress as described in the Schedule Guidance Document.
The updated schedule submittal shall also include a concise narrative report that
Y highlights the following, if appropriate and applicable:
• Changes in the critical path,
• Expected schedule changes,
• Potential delays,
• Opportunities to expedite the schedule,
• Coordination issues the OWNER should be aware of or can assist with,
Other schedule-related issues that the CONTRACTOR wishes to communicate to
the OWNER.
a. The CONTRACTOR's monthly progress payment applications will not be accepted
and processed for payment without monthly schedule updates, submitted in the time
and manner required by this specification and the Schedule Guidance Document, and
which accurately reflects the allowable costs due under the Contract Documents and
is accepted by the OWNER.
b. Only one schedule update will be required per month in accordance with the Schedule
' Guidance Document and this specification.
c. Failure to maintain the Schedule in an accepted status may result in the OWNER
withholding payment to the CONTRACTOR until the schedule is accepted.
C4-4 (5)
C-446(c) PERFORMANCE AND CONSTRUCTION SCHEDULE: 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 schedule progress and to ensure completion of the
Work within the allotted Contract time.
Failure of the CONTRACTOR to comply with these requirements shall be considered
grounds for determination by the OWNER that the CONTRACTOR is failing to execute
the Work with due diligence as will ensure completion within the time specified in the
Contract.
C44.7 SCHEDULE TIERS SPECIAL INSTRUCTIONS:
The requirements for the schedule are determined based on the nature and needs of the
project. The schedule for all projects shall be Tier 3 unless otherwise stated in the
contract documents. The requirements for each Tier are described below.
CONTRACTOR shall submit each schedule relying on the Schedule Guidance Document
provided in the Contract Documents.
TIER 3 COST LOADING SPECIAL INSTRUCTIONS:
1. At a minimum, each Activity Breakdown Structure (ABS) in the
scheduling software shall be cost-loaded with the total contract dollars
associated with the respective ABS elements.
TIER 4 COST LOADING SPECIAL INSTRUCTIONS:
1. Adhere to all Tier 3 requirements, and additionally the following:
2. Work(Schedule of Values Pay Items using the OWNER's standard
items) shall be loaded into the scheduling software using the"NON-
LABOR"resource type showing the quantity of work to be done along
with the corresponding value of the work measured in dollars. It is
- intended that Earned Value will be calculated as the schedule resources
are progressed.
TIER 5 COST LOADING SPECIAL INSTRUCTIONS:
1. Adhere to all Tier 4 requirements, and additionally the following:
• Labor resources (Man-Hours) shall be loaded into the scheduling
software using the "LABOR" resource type with man-hours and
without cost.
C4-4 (6)
PART C - GENERAL CONDITIONS
C5-5 CONTROL OF WORK AND
MATERIALS
SECTION C5-5 CONTROL OF WORK AND MATERIALS
C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the
satisfaction of the Engineer and in strict compliance with the Contract Documents. The
Engineer shall decide all questions which arise as to the quality and acceptability of the
.r materials furnished, work performed, rate of progress of the work, overall sequence of the
construction, interpretation of the Contract Documents, acceptable fulfillment of the
Contract, compensation, mutual rights between Contractor and Owner under these
Contract Documents, supervision of the work, resumption of operations, and all other
questions or disputes which may arise. Engineer will not be responsible for Contractor's
means, methods, techniques, sequence 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.
.. The Engineer shall determine the amount and quality of the work completed and
materials furnished, and his decisions and estimates shall be final. His estimates in such
event shall be a condition to the right of 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 promptly.
In the event of any dispute between the Engineer and Contractor over the decision of the
Engineer on any such matters, the Engineer must, within a reasonable time, upon written
request of the Contractor, render and deliver to both the owner and Contractor, a written
decision on the matter in controversy.
C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall
conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or
any other requirements other wise described in the Contract Documents. Any deviation
from the approved Contract Documents required by the Engineer during construction will
in all cases be determined by the Engineer and authorized by the Owner by Change Order.
C5-5.3 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, special conditions shall govern over general conditions and standard
specification, and quantities shown on the plans shall govern over those shown in the
proposal. The Contractor shall not take advantage of any apparent error or omission in the
C5-5 (1)
Contract Documents, and the owner shall be permitted to make such corrections or
interpretations as may be deemed necessary for fulfillment of the intent of the Contract
Documents. In the event the Contractor discovers an apparent error or discrepancy, he
shall immediately call this condition to the attention of the Engineer. In the event of a
conflict in drawings, specifications, or other portions of the Contract Documents which
were not reported prior to the award of Contract, the Contractor shall be deemed to have
quoted the most expensive resolution of the conflict.
C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished
with three sets of Contract Documents and shall have available on the site of the project
at all times, one set of such Contract Documents.
The Contractor shall give to the work the constant attention necessary to facilitate the
progress thereof and shall cooperate with the Engineer, his inspector, and other
Contractors in every possible way.
The Contractor shall at all times have competent personnel available to the project site for
- proper performance of the work. The Contractor shall provide and maintain at all times at
the site of the project a competent, English-speaking superintendent and an assistant who
are fully authorized to act as the Contractor's agent on the work. Such superintendent and
- his assistant shall be capable of reading and understanding the Contract Documents and
shall receive and fulfill instructions from the Owner, the Engineer, or his authorized
representatives. Pursuant to this responsibility of the Contractor, the Contractor shall
designate in writing to the project superintendent, to act as the Contractor's agent on the
work. Such assistant project superintendent shall be a resident of Tarrant County, Texas,
and shall be subject to call, as is the project superintendent, at any time of the day or night
on any day of the week on which the Engineer determines that circumstances require the
presence on the project site of a representative of the Contractor to adequately provide for
the safety or convenience of the traveling public or the owners of property across which
the project extends or the safety of the property contiguous to the project routing.
The Contractor shall provide 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: When, in the opinion
of the Owner or Engineer, a condition of emergency exists related to any part of the work,
the Contractor, or the Contractor through his designated representative, shall respond
with dispatch to a verbal request made by the Owner or Engineer to alleviate the
emergency condition. Such a response shall occur day or night, whether the project is
scheduled on a calendar-day or a working-day basis.
Should the Contractor fail to respond to a request from the Engineer to rectify any
discrepancies, omissions, or correction necessary to conform with the requirements of the
project specifications or plans, the Engineer shall give the Contractor written notice that
such work or changes are to be performed. The written notice shall direct attention to the
C5-5 (2)
discrepant condition and request the Contractor to take remedial action to correct the
condition. In the event the Contractor does not take positive steps to fulfill this written
request, or does not shoe 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 deduct
an amount equal to the entire costs for such remedial action, plus 25%, from any funds
due the 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 office
shall be not less than 10 x 14 feet in floor area, substantially constructed, well heated, air
conditioned, lighted, and weather proof, so that documents will not be damaged by the
elements.
C5-5.7 CONTRUCTION STAKES: The City, through its Engineer, will furnish
the Contractor with all lines, grades, and measurements necessary to the proper
prosecution and control of the work contracted under these Contract Documents, and
lines, grades and measurements will be established by means of stakes or other customary
method of marking as may be found consistent with good practice.
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 Contractor's use or
guidance shall be preserved by the Contractor until he is authorized by the Engineer to
remove them. Whenever, in the opinion of the Engineer, any stakes or markings have
been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of
his employees, the full cost of replacing such stakes or marks plus 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 INSPECTOR: City Inspectors will
.. be authorized to inspect all work done and to be done and all materials furnished. Such
inspection may extend to all or any part of the work, and the preparation or manufacturing
of the materials to be used or equipment to be installed. A City Inspector may be
stationed on the work to report to the Engineer as to the progress of the work and the
manner in which it is being performed, to report any evidence that the materials being
furnished or the work being performed by the Contractor fails to fulfill the requirements
_ of the Contract Documents, and to call the attention of the Contractor to any such failure
or other infringements. Such inspection or lack of inspection will not relieve the
Contractor from any obligation to perform the work in accordance with the requirements
of the Contract Documents. In case of any dispute arising between the Contractor and the
City Inspector as to the materials or equipment furnished or the manner of performing the
work,the City Inspector will have the authority to reject materials or equipment, and/or to
.. suspend work until the question at issue can be referred to and decided by the Engineer.
The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release
any requirement of these Contract Documents, nor to approve or accept any portion or
section of the work, nor to issue any instructions contrary tot he requirement s of the
.. C5-5 (3)
.r
Contract Documents. The City Inspector will in no case act as superintendent or foreman
or perform any other duties for the Contractor, or interfere with the management or
operation of the work. He will not accept from the Contractor any compensation in any
form for performing any duties. The Contractor shall regard and obey the directions and
instructions of the City Inspector or Engineer when the same are consistent with the
obligations of the Contract Documents of the Contract Documents, provided, however,
should the Contractor object to any orders or instructions or the City Inspector, the
Contractor may within six days make written appeal to the Engineer for his decision on
the matter in Controversy.
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 directed. After examination, the Contractor shall
restore said portions of the work to the standard required by the Contract Documents.
Should the work exposed or examined prove acceptable, the uncovering or removing and
replacing of the covering or making good of the parts removed shall be paid for as extra
work, but should Work so exposed or examined prove to be unacceptable, the uncovering
or removing and replacing of all adjacent defective or damaged parts shall be at the
Contractor's expense. No work shall be done or materials used without suitable
supervision or inspection.
ML
C5-5.10 REMOVAL OF EDEFCTIVE AND UNAUTHORIZED WORK:All work,
materials, or equipment which has been rejected shall be remedied or removed and
r replaced in an acceptable manner by the Contractor at this expense. Work done beyond
the lines and grades given or as shown on the plans, except as herein specially 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 unauthorized work to be removed, and the cost
thereof may be deducted from any money due or to become due tot he Contractor. Failure
to require the removal of any defective or unauthorized work shall not constitute
acceptance of such work.
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 equipment specified, and if Contractor wishes to furnish or use a
proposed substitute, he shall, prior to the preconstruction conference, make written
application to ENGINEER for approval of such substitute certifying in writing that the
proposed substitute will perform adequately the function called for by the general design,
be similar and of equal substance to that specified and be suited to the same use and
C5-5 (4)
capable of performing the same function as that specified ; and identifying all variations
of the proposed substitute from that specified and indicating available maintenance
service. No substitute shall be ordered or installed without written approval of Engineer
who will be the judge of the equality and may require Contractor to furnish such other
data about the proposed substitute as he considers pertinent. No substitute shall be
ordered or installed without such performance guarantee and bonds as Owner may require
which shall be furnished at Contractor's expense. Contractor shall indemnify and hold
harmless Owner and Engineer and anyone directly or indirectly employees by either of
.. them from and against the claims, damages, losses and expenses (including attorneys
fees)arising out of the use of substituted materials or equipment.
C5-5.12 SAMPLES AND TESTS OF MATERIALS: Where, in the opinion of the
Engineer, or as called for in the Contract Documents, tests of materials or equipment are
necessary, such tests will be made at the expense of and paid for direct to the testing
agency by the Owner unless other wise specifically provided. The failure of the Owner to
make any tests of materials shall in no way relieve the contractor of his responsibility of
furnishing materials and equipment fully conforming to the requirements of the Contract
.. Documents. Tests and sampling of materials, unless otherwise specified, will be made in
accordance with the latest methods prescribed by the American Society for Testing
Materials or specific requirements of the Owner. The Contractor shall provide such
.. facilities as the Engineer may require for collecting and forwarding samples and shall not,
without specific written permission of the Engineer, use materials represented by the
samples until tests have been made and the materials approved for use. The Contractor
will furnish adequate samples without charge to the Owner.
In case of concrete, the aggregates, design minimum, and the mixing and transporting
equipment shall be approved by the Engineer before any concrete is placed, and the
Contractor shall be responsible for replacing any concrete which does not meet the
requirements of the Contract Documents. Tests shall be made at least 9 days prior to the
placing of concrete, using samples from the same aggregate, cement, and mortar which
are to be used later in the concrete. Should the source of supply change, new tests shall be
made prior to the use of new materials.
C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the
construction contract shall be stored so as to insure the preservation of quality and fitness
of the work. When directed by the Engineer, they shall be placed on wooden platforms or
other hard, clean durable surfaces and not on the ground, and shall be placed under cover
when directed. Stored materials shall be placed and located so as to facilitate prompt
inspection.
C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions
shown on the plans relative to the existing utilities are based on the best information
available. Omission from, the inclusion of utility locations on the Plans is not to be
considered as nonexistence of, or a definite location of, existing underground utilities.
s
The location of many gas mains, water mains, conduits, sewer lines and service lines for
C5-5 (5)
all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for
failure to show any or all such structures and utilities on the 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 increasing
the pay quantities in any manner whatsoever, unless an obstruction encountered is such as
to necessitate changes in the lines and grades of considerable magnitude or requires the
building of special works, provision of which is not made in these Contract Documents,
in which case the provision in these Contract Documents for Extra Work shall apply.
It shall be the Contractor's responsibility to verify locations of the adjacent and/or
conflicting utilities sufficiently in advance of construction in order that he may negotiate
.• such local adjustments as necessary in the construction process to provide adequate
clearances. The Contractor shall take all necessary precautions in order to protect all
existing utilities, structures, and service lines. Verification of existing utilities, structures,
and service lines shall include notification of all utility companies at least forty-eight (48)
hours in advance of construction including exploratory excavation if necessary. All
verification of utilities and their adjustment shall be considered subsidiary work.
C5-5.15 INTERRUPTION OF SERVICE:
a. Normal Prosecution: In the normal prosecution of work where the
interruption of service is necessary, the Contractor, at least 24 hours in
advance, shall be required to:
1. Notify the Water Department's Distribution Division as to
location, time, and schedule of service interruption.
2. Notify each customer personally through responsible personnel as
to the time and schedule of the interruption of their service, or
{ 3. In the event that personal notification of a customer cannot be
made, a prepared tag form shall be attached to the customer's door
knob. The tag shall be durable in composition, and in large bold
letters shall say:
C5-5 (6)
"NOTICE"
Due to Utility Improvement in your neighborhood, your
(water) (sewer) service will be interrupted on
between the hours of and
This inconvenience will be as short as possible.
Thank You,
Contractor
,.
Address Phone
ow b. Emergency: In the event that an unforeseen service interruption occurs,
notice shall be as above,but immediate.
C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through act or
neglect on the part of the Contractor, or any other Contractor or any sub-contractor shall
suffer loss or damage of the work, the Contractor agrees to settle with such other
_ Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-
contractor shall assert any claim against the owner on account of damage alleged to have
been sustained, the owner will notify the Contractor, who shall indemnify and save
harmless the owner against any such claim.
C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on
_ the job site during the prosecution of the work under these Contract Documents shall be
accomplished in keeping with a daily routine established to the satisfaction of the
Engineer. Twenty-four (24) hours after written notice is given the Contractor that the
_ clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct
action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the
Contractor in the written notice, and the costs of such direct action, plus 25 % of such
costs, shall be deducted from the monies due or to become due to the Contractor.
Upon the completion of the project as a whole as covered by these Contract Documents,
' and before final acceptance and final payment will be made, the Contractor shall clean
and remove from the site of the project all surplus and discarded materials, temporary
structures, and debris of every kind. He shall leave the site of all work in a neat and
.w orderly condition equal to that which originally existed. Surplus and waste materials
removed from the site of the work shall be disposed of at locations satisfactory to the
Engineer. The Contractor shall thoroughly clean all equipment and materials installed by
him and shall deliver over such materials and equipment in a bright, clean, polished and
new appearing condition. No extra compensation will be made to the Contractor for any
clean-up required on the project.
..
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C5-5 (7)
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C5-5.18 FINAL INSPECTION: Whenever the work provided for in and
contemplated under the Contract Documents has been satisfactorily completed and final
clean-up performed, the Engineer will notify the proper officials of the Owner and request
that a Final Inspection be made. Such inspection will be made within 10 days after such
notification. After such final inspection, if the work and materials and equipment are
found satisfactory, the Contractor will be notified in writing of the acceptance of the same
after the proper resolution has been passed by the City Council. No time charge will be
- made against the Contractor between said date of notification of the Engineer and the date
of final inspection of the work.
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,. C5-5 (8)
..
PART C- GENERAL CONDITIONS
C6-6 LEGAL RELATIONS AND PUBLIC
RESPONSIBILITY
SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
r
C6-6.1 LAWS TO BE OBSERVED:The Contractor shall at all times observe and
comply with all Federal and State Laws and City ordinances and regulations which in any
-� way affect the conduct of the work or his operations, and shall observe and comply with
all orders, laws, ordinances and regulations which exist or which may be enacted later by
bodies having jurisdiction or authority for such enactment. No plea or misunderstanding
or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify
and save harmless the City and all of its officers, agents, and employees against any and
all claims or liability arising from or based on the violation of any such law, ordinance,
�+ regulation, or order, whether it be by himself or his employees.
C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and
.. licenses, pay all charges, costs and fees, and give all notices necessary and incident to the
due and lawful 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 shall provide for such use by suitable legal agreement with the
•. patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and
understood that without exception the contract price shall include all royalties or cost
arising from patents, trademarks, and copyrights in any way involved in the work. The
.. Contractor and his sureties shall indemnify and save harmless the Owner from any and all
claims for infringement by reason of the use of any such trade-mark or copyright 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 after
completion of the work, provided, however, that the Owner will assume the responsibility
to defend any and all suits brought for the infringement of any patent claimed to be
infringed upon the design, type 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.
C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce
among his employees such regulations in regard to cleanliness and disposal of garbage
and waste as will tend to prevent the inception and spread of infectious or contagious
diseases and to effectively prevent the creation of a nuisance about the work on any
property either public or private, and such regulations as are required by Law shall be put
into immediate force and effect by the Contractor. The necessary sanitary conveniences
for use of laborers on the work, properly secluded from public observation, shall be
.s constructed and maintained by the Contractor and their use shall be strictly enforced by
r. C6-6(1)
the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from
objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the
State of Texas and the City shall be strictly complied with.
C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment
stored about the work shall be placed and used, and the work shall at all times be so
conducted, as to cause no greater obstruction or inconvenience to the public than is
considered to be absolutely necessary by the Engineer. The Contractor is required to
maintain at all times all phases of his work in such a manner as not to impair the safety or
convenience of the public, including, but not limited to, safe and convenient ingress and
egress to the property contiguous tot he work area. The Contractor shall make adequate
provisions to render reasonable ingress and egress for normal vehicular traffic, except
during actual trenching or pipe installation operations, at all driveway crossings. Such
provisions may include bridging, placement or crushed stone or gravel or such other
v means of providing proper ingress and egress for the property served by the driveway as
the Engineer may approve as appropriate. Such other means may include the diversion of
driveway traffic, with specific approval by the Engineer, If diversion of traffic is
approved by the Engineer at any location, the Contractor may make arrangements
satisfactory to the Engineer for the diversion of traffic, and shall, at his expense, provide
all materials and perform all work necessary for the construction and maintenance of
roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed
except by special permission of the Engineer.
The materials excavated and the construction materials such as pipe used in construction
of the work shall be placed so as not to endanger the work or prevent free access to all
fire hydrants, fire alarm boxes, police call boxes, water valves, gas valves, or manholes in
.w the vicinity. The Owner reserves the right to remedy any neglect on the part of the
Contractor as regards to public convenience and safety which may come to its attention,
after twenty-four hours notice in writing to the Contractor, save in cases of emergency
when it shall have the right to remedy any neglect without notice, and in either case, the
cost of such work or materials furnished by the Owner or by the City shall be deducted
from the monies due or to become due to the Contractor.
The Contractor, after approval of the Engineer, shall notify the Fire Department
Headquarters, Traffic Engineer, and Police Department, when any street or alley is
requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and
when so directed by the Engineer, shall keep any street, streets, or highways in condition
for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire
Department Headquarters when all such obstructed streets, alleys, or hydrants are placed
back in service.
Where the Contractor is required to construct temporary bridges or make other
arrangements for crossing over ditches or streams, his responsibility for accidents in
connection with such crossings shall include the roadway approaches as well as the
structures of such crossings.
.., C6-6(2)
The Contractor shall at all times conduct his operation and use of construction machinery
"' so as not to damage or destroy trees and scrubs located in close proximity to or on the site
of the work. Wherever any such damage may be done, the Contractor shall immediately
satisfy all claims of property owners, and no payment will be made by the Owner in
settlement of such claims. The Contractor shall file with the Engineer a written statement
showing all such claims adjusted.
C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS ALLEYS AND
RIGHT-OF-WAY: For the performance of the contract, the Contractor will be
permitted to use and occupy such portions 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 shown in
the Contract Documents, or as may be specifically authorized in writing by the Engineer.
A reasonable amount of tools, materials, and equipment for construction purposes may be
stored in such space, but no more than is necessary to avoid delay in the construction
operations. Excavated and waste materials shall be piled or staked in such a way as not to
interfere with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property. If the street is occupied by
railroad tracks, the work shall be 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,
.w for all purposes required by the contract, enter upon the work and premises used by the
Contractor and shall be provided all reasonable facilities and assistance for the
completion of adjoining work. Any additional grounds desired by the Contractor for his
use shall be provided by him at his own cost and expense.
C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way
.. of any railroad, the City will secure the necessary easement for the work. Where the
railroad tracks are to be crossed, the Contractor shall observe all the regulations and
instructions of the railroad company as to the methods of performing the work and take
all precautions for the safety of property and the public. Negotiations with the railway
companies for the permits shall be done by and through the City. The Contractor shall
give the City Notice not less than five days prior to the time of his intentions to begin
work on that portion of the project which is related to the railway properties. The
Contractor will not be given extra compensation for such railway crossings unless
specifically set forth in the Contract Documents.
C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is
carried on in or adjacent to any street, alley, or public place, the Contractor shall at his
own expense furnish, erect, and maintain such barricades, fences, lights, and danger
signals, shall provide such watchman, and shall take all such other precautionary
measures for the protection of persons or property and of the work as are necessary.
Barricades and fences shall be painted in a color that will be visible at night. From sunset
to sunrise the Contractor shall furnish and maintain at least one easily visible burning
light at each barricade. A sufficient number of barricades shall be erected and maintained
to keep pedestrians away from, and vehicles from being driven on or into, any work under
C6-6(3)
v
construction or being maintained. The Contractor shall furnish watchmen and keep them
at their respective assignments in sufficient numbers to protect the work and prevent
accident or damage.
All installations and procedures shall be consistent with provisions set forth in the "1980
Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued
under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways",
codified as Article 6701 d Veron's Civil Statues, pertinent section being Section Nos. 27,
299 30 and 31.
The Contractor will not remove any regulatory sign, instructional sign, street name sign,
or other sign which has been erected by the City. If it is determined that a sign must be
removed to permit required construction, the Contractor shall contact the Transportation
and Public Works Department, Signs and Markings Division (phone number 871-8075),
R to remove the sign. In case of regulatory signs, the Contractor must replace the permanent
sign with a temporary sign meeting the requirements of the above referred manual and
such temporary sign must be installed prior to the removal of the permanent sign. If the
w 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 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.
w
The Contractor will be held responsible foe all damage to the work or the public due to
failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever
., evidence is found of such damage to the work the Engineer may order the damaged
portion immediately removed and replaced by the Contractor at the Contractor's own
expense. The Contractor's responsibility for the maintenance of barricades, signs, fences
and lights, and for providing watchmen shall not cease until the project shall have been
completed and accepted by the Owner.
No compensation, except as specifically provided in these Contract Documents, will be
paid to the Contractor for the Work and materials involved in the constructing, providing,
and maintaining of barricades, signs, fences, and lights or salaries of watchmen, for the
subsequent removal and disposal of such barricades, signs, or for any other incidentals
necessary for the proper protection, safety, and convenience of the public during the
contract period, as this work is considered to be subsidiary to the several items for which
unit or lump sum prices are requested in the Proposal.
C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT,ETC.: Should the Contractor elect to
w 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
rw utility, and the Owner, not less than twenty-four hours in advance of the use of any
C6-6(4)
MW
no
activity which might damage or endanger their or his property along or adjacent to the
work.
a
Where the use of explosives is to be permitted on the project, as specified in the Special
Conditions Documents, or the use of explosives is requested, the Contractor shall submit
'r 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
arising out of such use of explosives.
C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into
private property, the Owner will provide such right-of-way or easement privileges, as the
City may deem necessary for the prosecution of the work. Any additional rights-of-way or
work area considered necessary by the Contractor shall be provided by him at his
expense. Such additional rights-of-way or work area shall be acquired for the benefit of
the City. The City shall be notified in writing as to the rights so acquired before work
begins in the affected area. The Contractor shall not enter upon private property for any
purpose without having previously obtained permission from the owner of such property.
MW The Contractor will not be allowed to store equipment or material on 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 specifically provided
ow otherwise, the Contractor shall clear all rights-of-way or easements of obstructions which
must be removed to make possible proper prosecution of the work as a part of the project
construction operations. The Contractor shall be responsible for the preservation of and
shall use every precaution to prevent damage to, all tress, shrubbery, plants, lawns,
fences, culverts, curbing, and all other types of structures or improvements, to all water,
sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof,
including the construction of temporary fences and to all other public or private property
adjacent to the work.
The Contractor shall notify the proper representatives of the owners or occupants of the
public or private lands of interest in lands which might be affected by the work. Such
notice shall be made at least 48 hours in advance of the beginning of the work. Notices
w shall be applicable to both public and private utility companies or any corporation,
company, individual, or other, either as owners or occupants, whose land or interest in
land might be affected by the work. The Contractor shall be responsible for all 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 due to
defective work,material, or equipment.
When and where any direct or indirect or injury is done to public or private property on
account of any act, omission, neglect, or misconduct in the execution of the work, or in
consequence of non-execution thereof on the part of the Contractor, he shall restore or
have restored as his cost and expense such property to a condition at least equal to that
existing before such damage or injury was done, by repairing, rebuilding, or otherwise
C6-6(5)
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 and the Engineer.
All fences encountered and removed during construction of this project shall be restored
to the original or a better than original condition upon completion of this project. When
wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set
cross brace posts on either side of the permanent easement before the fence is cut. Should
additional fence cuts be necessary, the Contractor shall provide cross-braced posts at the
point of the proposed cut in addition to the cross braced posts provided at the permanent
easements limits, before the fence is cut.
Temporary fencing shall be erected in place of the fencing removed whenever the work is
not in progress and when the site is vacated overnight, and/or at all times to prevent
livestock from entering the construction area. The cost for fence removal, temporary
closures and replacement shall be subsidiary to the various items bid in the project
proposal. Therefore, no separate payment shall be allowed for any service associated with
this work.
In case of failure on the part of the Contractor to restore such property or 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 repair, rebuild, or otherwise restore such property as may be determined by the
Owner to be necessary, and the cost thereby will be deducted from any monies due to or
to become due to the Contractor under this contract.
C6.6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the
parties hereto that the Contractor shall perform all work and services hereunder as an
independent contractor, and not as an officer, agent, servant, or employee of the Owner.
Contractor shall have exclusive control of and exclusive right to control the details of all
work and services performed hereunder, and all persons performing the same, and shall
be solely responsible for the acts and omissions of its officers, agents, servants,
employees, contractor, subcontractors, licensees and invitees. The doctrine of respondeat
superior shall not apply as between Owner and Contractor, its officers, agents, employees,
contractors and subcontractors, and nothing herein shall be construed as creating a
partnership or joint enterprise between Owner and Contractor.
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor
covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its
officers, agents, servants, and employees from and against any and all claims or suits for
property damage or loss and/or personal injury, including death, to any and all persons, of
whatsoever kind or character, whether real or asserted, arising out of or in connection
_ with, directly or indirectly, the work and services to be performed hereunder by the
Contractor, its officers, agents, employees, contractors, subcontractors, licensees or
invitees, whether or not caused, in whole or in apart, by alleged negligence on the part of
officers, agents, employees, contractors, subcontractors, licensees or invitees of the
C6-6(6)
Owner; and said Contractor does hereby covenant and agree to assume all liability and
responsibility of Owner, its officers, agents, servants, and employees for property damage
or loss, and/or personal injuries, including death,to any and all person of whatsoever kind
or character, whether real or asserted, arising out of or in connection with, directly or
indirectly, the work and services to be performed hereunder by the Contractor, its
officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or
not caused, in whole or in apart, by alleged negligence of officers, agents, 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 the Owner during the
performance of any of the terms and conditions of this Contract, whether arising out of or
in connection with or resulting from, in whole or in apart, any and all alleged acts of
omission of officers, agents, employees, contractors, subcontractors, licensees, or invitees
of the Owner.
In the event a written claim for damages against the contractor or its subcontractors
remains unsettled at the time all work on the project has been completed to the
satisfaction of the Director of the Water Department, as evidenced by a final inspection,
final payment to the Contractor shall not be recommended to 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 the claim has
been settled and a release has been obtained from the claimant involved.
If the claims concerned remains unsettled as of the expiration of the above 30-day period,
the Contractor may be deemed to be entitled to a semi-final payment for work completed,
such semi-final payment to be in the amount equal to the total dollar amount then due less
the dollar value of any written claims pending against the Contractor arising out of
performance of such work, and such semi-final payment may then be recommended by
the Director.
The Director shall not recommend final payment to a Contractor against whom such a
claim for damages is outstanding for a period of six months following the date of the
acceptance of the work performed unless the Contractor submits evidence in writing
satisfactory tot he 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 claims, and
such good faith efforts have failed.
If condition (1) above is met at any time within the six month period, the Director shall
recommend that the final payment to the Contractor be made. If condition (2) above is
met at any time within the six month period, the Director may recommend that final
payment to the Contractor be made. At the expiration of the six month period, the
C6-6(7)
s
Director may recommend that final payment be made if all other work has been
performed and all other obligations of the Contractor have been met to the satisfaction of
the Director.
The Director may, if he deems it appropriate, refuse to accept bids on other Water
Department Contract work from a Contractor against whom a claim for damages is
outstanding as a result of work performed under a City Contract.
C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim
compensation foe any alleged damage by reason of the acts or omissions of the Owner, he
shall within three days after the actual sustaining of such alleged damage, make a written
statement to the Engineer, setting out in detail the nature of the alleged damage, and on or
before the 25`h day of the month succeeding that in which ant such damage is claimed to
have been sustained, the Contractor shall file with the Engineer an itemized statement of
the details and the amount of such alleged damage and, upon request, shall give the
Engineer access to all books of account, receipts, vouchers, bills of lading, and other
books or papers containing any evidence as to the amount of such alleged damage. Unless
such statements shall be filed as hereinabove required, the Contractor's claim for
compensation shall be waived, and he shall not be entitled to payment on account of such
damages.
C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILTTIES ETC.: In case
it is necessary to change, move, or alter in any manner the property of a public utility or
others, the said property shall not be moved or interfered with until orders thereupon have
been issued by the Engineer. The right is reserved to the owners of public utilities to enter
the geographical limits of the Contract for the purpose of making such changes or repairs
to the property that may be necessary by the performance of this Contract.
C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing
sewer lines have to be taken up or removed, the Contractor shall, at his own expense and
cost, provide and maintain temporary outlets and connections for all private or public
drains and sewers. The Contractor shall also take care of all sewage and drainage which
will be received from these drains and sewers, and for this purpose he shall provide and
maintain, at his own cost and expense, adequate pumping facilities and temporary outlets
or divisions.
The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other
structures necessary, and be prepared at all times to dispose of drainage and sewage
received from these temporary connections until such times as the permanent connections
are built and are in service. The existing sewers and connections shall be kept in service
and maintained under the Contract, except when specified or ordered to be abandoned by
the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory
manner so that no nuisance is created and so that the work under construction will be
adequately protected.
_ C6-6(8)
C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE
CITY: When the Contractor desires to use City water in connection with any construction
work, he shall make complete and satisfactory arrangements with the Fort Worth City
Water Department for so doing.
City water furnished to the Contractor shall be delivered to the Contractor from a
connection on an existing City main. All piping required beyond the point of delivery
shall be installed by the Contractor at his own expense.
The Contractor's responsibility in the use of all existing fire hydrant and/or valves is
detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General
Contract Documents.
When meters are used to measure the water, the charges, if any, for water will be made at
the regular established rates. When meters are not used, the charges, if any, will be as
prescribed by the City ordinance, or where no ordinances applies, payment shall be made
on estimates and rates established by the Director of the Fort Worth Water Department.
C 6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the
opinion of the Engineer, any section or portion of the work or any structure is in suitable
condition, it may be put into use upon the written notice of the Engineer, and such 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. All
necessary repairs and removals of any section of the work so put into use, due to defective
materials or workmanship, equipment, or deficient operations on the part of the
Contractor, shall be performed by the Contractor at his expense.
C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written
acceptance by the Owner as provided for in these Contract Documents, the work shall be
under the charge and care of the Contractor, and he shall take every necessary precaution
to prevent injury or damage to the work or any part 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: Inspection by the Engineer or any
order by the Owner by payment of money or any payment for or acceptance of any work,
or any extension of time, or any possession taken by the City shall not operate as a waiver
of any provision of the Contract Documents. Any waiver of any breach or Contract shall
not be held to be a waiver of any other or subsequent breach.
The Owner reserves the right to correct any error that may be discovered in any estimate
that may have been paid and to adjust the same to meet the requirements of the Contract
Documents.
C6-6(9)
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 shall be no liability upon the authorized representative of the Owner,
either personally or other wise as they are agents and representatives of the City.
C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth,
and organization which qualifies for exemption pursuant the provisions of Article 20.04
(H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase,
rent or lease all materials, supplies and equipment used or consumed in the performance
of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said
exemption certificate to comply with State Comptroller's Ruling .007. Any such
exemption certificate issued to the Contractor in lieu of the tax shall be subject to and
shall comply with the provision of State Comptroller's Ruling .011, and any other
applicable State Comptroller's rulings pertaining to the Texas Limited Sales, Excise, and
Use Tax Act.
On a contract awarded by a developer for the construction of a publicly-owner
improvement in a street right-of-way or other easement which has been dedicated to the
public and the City of Fort Worth, an organization which qualifies for exemption
pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use
Tax Act,the Contractor can probably be exempted in the same manner stated above.
Texas Limited Sales, Excise, and Use Tax Act permits and information can be obtained
from:
Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX
C6-6(10)
PART C-GENERAL CONDITIONS
C7-7 PROSECUTION AND PROGRESS
SECTION C7-7 PROSECUTION AND PROGRESS:
C7-7.1 SUBLETTING: The Contractor shall perform with his own organization,
and with the assistance of workmen under his immediate superintendance, work of a
value of not less than fifty (50%) percent of the value embraced on the contract. If the
Contractor sublets any part of the work to be done under these Contract Documents, he
will not under any circumstances be relieved of the responsibility and obligation assumed
under these Contract Documents. All 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 tot he same requirements as to character
and competency. The Owner will not recognize any subcontractor on the work. The
Contractor shall at all times, when the work is in operation, be represented either in
person or by a superintendent or other designated representatives.
C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer,
sublet, or otherwise dispose of the contract or his rights, title, or interest in or to the same
r 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, or
otherwise dispose of the contract 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
states, 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
operations, the Contractor shall submit to the Engineer in five or more copies, if
requested by the Engineer, a progress schedule preferably in chart or diagram form, or a
brief outlining in detail and step by step the manner of 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 be submitted a table of estimated amounts to be earned by
the Contractor during each monthly estimate period.
_ The Contractor shall commence the work to be performed under this contract within the
time limit stated in these Contract Documents and shall conduct the work in a continuous
manner and with sufficient equipment, materials, and labor as is necessary to insure its
completion within the time limit.
C7-7(1)
The sequence requested of all construction operations shall be at all times as specified in
the Special Contract Documents. Any Deviation from such sequencing shall be submitted
to the Engineer for his approval. Contractor shall not proceed with any deviation until he
has received written approval from the Engineer. Such specification or approval by the
Engineer shall not relieve the Contractor from full responsibility of the complete
performance of the Contract.
The contract time may be changed only as set forth 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 LIMITATION OF OPERATIONS: The working operations shall at all
times be conducted by the Contractor so as to create a minimum amount of inconvenience
s 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 proper execution of the work, the Engineer may require the
Contractor to finish the section on which operations are in progress before the work is
commenced on any additional section or street.
C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be
used by the Contractor when it is available. The Contractor may bring from outside the
City of Fort Worth his key men and his superintendent. All other workmen, including
equipment operators, may be imported only after the local supply is exhausted. The
Contractor shall employ only such superintendents, foremen, and workmen who are
careful, competent, and fully qualified to perform the duties and tasks assigned to them,
and the Engineer may demand and secure the summary dismissal of any person or persons
employed by the Contractor in or about or on the work who, in the opinion of the Owner,
shall misconduct himself or to be found to be incompetent, disrespectful, intemperate,
dishonest, or otherwise objectionable or neglectful in the proper performance of his or
their duties, or who neglect or refuses to comply with or carry out the direction 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 perform the
work assigned to them and operate any equipment necessary to properly carry out the
performance of the assigned duties.
The Contractor shall furnish and maintain on the work all such equipment as is
considered to be necessary for the prosecution of the work in an acceptable manner and at
a satisfactory rate of progress. All equipment, tools, and machinery used for handling
materials and executing any part of the work shall 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 shall be such that no injury to the work. Workmen
or adjacent property will result from its use.
.. C7-7(2)
a ,
C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting
with the first day of the work completed as defined in C1-1.23 "WORKING DAYS" or
the date stipulated in the"WORK ORDER"for beginning work, whichever comes first.
Nothing in these Contract Documents shall be construed as prohibiting the Contractor
from working on Saturday, Sunday or Legal Holidays, providing that the following
requirements are met:
a. A request to work on a specific Saturday, Sunday or Legal Holiday must
be made to the Engineer no later that the preceding Thursday.
b. Any work to be done on the project on such a specific Saturday, Sunday or
Legal Holiday must be, in the opinion of the Engineer, essential to the
timely completion of the project.
The Engineer's decision shall be final in response to such a request for approval to work
on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be
allowed to the Contractor for any work performed on such a specific Saturday, Sunday or
Legal Holiday.
Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires.
C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall
commence the working operations within the time specified in the Contract Documents
and set forth in the Work Order. Failure to do so shall be considered by the owner as
abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit.
The Contractor shall maintain a 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.
C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an
extension of time of completion shall be considered only when the request for such
extension is submitted in writing to the Engineer within seven days from and after the
time alleged cause of delay shall 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, consideration will be given to
unforeseen causes beyond the control of and without the fault or negligence of the
_ Contractor, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, embargoes,
or delays of sub-contractors due to such causes.
C7-7(3)
When the date of completion is based on a calendar day bid, a request for extension of
time because of inclement weather will not be considered. A request for extension of time
due to inability to obtain supplies and materials will be considered only when a review of
the Contractor's purchase order dates and other pertinent data as requested by the
Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on
ow schedule. This shall include efforts to obtain the supplies and materials from alternate
sources in case the first source cannot make delivery.
If satisfactory execution and completion of the contract should require work and materials
in greater amounts or quantities than those set forth in the approved Contract Documents,
then the contract time mat be increased by Change Order.
C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or
hindrances to the work, except when direct and unavoidable extra cost to the Contractor
is caused by the failure of the City to provide information or material, if 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 the Engineer found
1W correct, shall be approved and referred by the Engineer to the City Council for final
approval or disapproval; and the action thereon by the City Council shall be final and
binding. If delay is caused by specific orders given by the Engineer 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 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.
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 time of completion will be specified by the City in the
proposal section of the Contract Documents.
The number of days indicated shall be a realistic estimate of the time required to complete
the work covered by the specific contract being bid upon. The amount of time so stated
by the successful bidder or the City will become the time of completion specified in the
Contract Documents.
For each calendar day that any work shall remain uncompleted after the time specified in
the Contract Documents, or 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 the monies due the Contractor, not as a
penalty,but as liquidated damages suffered by the Owner.
C7-7(4)
AMOUNT OF CONTRACT AMOUNT OF
LIQUIDATED
DAMAGES
PER DAY
- Less than $ 5,000 inclusive $ 35.00
$ 5,001 to $ 15,000 inclusive $ 45.00
$ 15,001 to $ 25,000 inclusive $ 63.00
$ 25,001 to $ 50,000 inclusive $ 105.00
$ 50,001 to $ 100,000 inclusive $ 154.00
$ 100,001 to $ 500,000 inclusive $ 210.00
$ 500,001 to $ 1,000,000 inclusive $ 315.00
$ 1,000,001 to $ 2,000,000 inclusive $ 420.00
$ 2,000,000 and over $ 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 specified by the Contract
Documents would be incapable or very difficult to calculate due to lack of accurate
information, 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.
a
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 vent the work is suspended by a Court Order. Neither will the Owner be liable
to the Contractor by virtue of any Court Order or action for which the Owner is not solely
responsible.
C7-7.12 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 weather conditions or any other unsuitable 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 the work covered by this contract, for any reason, the Owner will make no extra
payment for stand-by time of construction equipment and/or construction crews.
If it should become necessary to suspend work for an indefinite period, the Contractor
shall store all materials in such manner that they will not obstruct or impede the public
unnecessarily nor become damaged in any way, and he shall take every precaution to
prevent damage or deterioration of the work performed; he shall provide suitable drainage
about the work, and erect temporary structures where necessary.
Should the Contractor not be able to complete a portion of the project due to causes
beyond the control of and without the fault or negligence of the Contractor as set forth in
Paragraph C7-7.8 EXTENSION OF THETIME OF COMPLETION, and should it be
C7-7(5)
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determined by mutual consent of the Contractor and the Engineer that a solution to allow
construction to proceed is not available within a reasonable period of time, then the
Contractor may be reimbursed for the cost of moving his equipment off the job and
returning the necessary equipment to the job when it is determined by the Engineer that
construction may be 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 shall 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
operations.
C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY:
Whenever, because of National Emergency, so declared by the president of the United
States or other lawful authority, it becomes impossible for the Contractor to obtain all of
s 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 all necessary items of labor, materials, and equipment not obtainable. If, after
investigations, the owner finds that such conditions existing and that the inability of the
Contractor to proceed is not attributable in whole or in part to the fault or neglect of the
Contractor, than 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 my request the owner to terminate the contract and the owner
may comply with the request, and the termination shall be conditioned and based upon a
final settlement mutually acceptable to both the Owner and the Contractor and final
payment shall be made in accordance with the terms of the agreed settlement, which shall
r� include. But not be limited to the payment for all work executed but not anticipated
profits on work which has not been performed.
C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT
OF THE CONTRACT: The work operations on all or any portion or section of the
work under Contract shall be suspended immediately on written order of the Engineer or
the Contract may be declared canceled by the City Council for any good and sufficient
cause. The following, by way of example, but not of limitation, may be considered
grounds for suspension or cancellation:
a. Failure of the Contractor to commence work operations within the time
specified in the Work Order issued by the Owner.
b. Substantial evidence that progress of the work operations by the
Contractor is insufficient to complete the work within the specified time.
C7-7(6)
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C. Failure of the Contractor to provide and maintain sufficient labor and
equipment to properly execute the working operations.
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d. Substantial evidence that the Contractor has abandoned the work.
"' e. Substantial evidence that the Contractor has become insolvent or bankrupt,
or otherwise financially unable to carry on the work satisfactorily.
00 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.
So
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 made an unauthorized
assignment of the contract or any funds due therefrom for the benefit of
any creditor or for any other purpose.
j. If the Contractor shall for any cause whatsoever not carry on the working
operation in an acceptable manner.
k. If the Contractor commences legal action against the Owner.
A Copy of the suspension order or action of the City Council shall be served on the
Contractor's Sureties. When work is suspended for any cause or causes, or when the
contract is canceled, the Contractor shall discontinue the work or such part thereof as the
owner shall designate, whereupon the Sureties may, at their option, assume the contract
or that portion thereof which the Owner has ordered the Contractor to discontinue, and
may perform the same or may, with written 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
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Sureties, in such event shall assume the Contractor's place in all respects, and shall be
paid by the Owner for all work performed by them in accordance with the terms of the
Contract Documents. All monies remaining due the Contractor at the time of this default
shall thereupon become due and payable to the Sureties as the work progresses, subject to
# all of the terms of the Contract Documents.
As C7-7(7)
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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 the Contractor to discontinue, then the Owner shall have the power to
complete, by contract or otherwise, as it may determine, the work herein described or
such work thereof as it may deem necessary, and the Contractor hereto agrees that the
Owner shall have the right to take possession of and use any materials, plants, tools,
equipment, supplies, and property of any kind provided by the Contractor for the purpose
of 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 shall be deducted by the owner from such monies as may
be due or may become due at any time thereafter to the Contractor under and by virtue of
the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid
for the work completing the contract, but the expense to be deducted shall be the actual
cost of the owner of such work
In case such expenses shall exceed the amount which would have been payable under the
+ Contract if the same had been completed by the Contract, then the Contractor and his
Sureties shall pay the amount of such excess to the City on notice from the Owner of the
excess due. When any particular part of the work is being carried on by the Owner by
contract or otherwise under the provisions of this section, the Contractor shall continue
the remainder of the work in conformity with the terms of the Contract Documents and in
such a manner as to not hinder or interfere with the performance of the work by the
Owner.
C7-7.15 FULFILLMENT OF CONTRACT:The Contract will be considered as having
been fulfilled, save as provided in any bond or bonds or by law, when all the work and all
sections or parts of the project covered by the Contract Documents have 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:
The performance of the work under this contract may be terminated by the Owner in
whole, or from time to time in part, in accordance with this section, whenever the Owner
shall determine that such termination is in the best interest of the Owner.
A. NOTICE OF TERMINATION: Any Termination shall be effected by
mailing a notice of the termination to the Contractor specifying the extent
to which performance of work under the contract is terminated, and the
date upon which such termination becomes effective. Receipt of the notice
shall be deemed conclusively presumed and established when the letter is
,+ placed in the United States Postal Service Mail by the Owner. Further, it
shall be deemed conclusively presumed and established that such
termination is made with just cause as therein stated; and no proof in any
,. C7-7(8)
claim, demand or suit shall be required of the Owner regarding such
discretionary action
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B. CONTRACTOR ACTION: After receipt of a notice of termination,
and except as otherwise directed by the Engineer, the Contractor shall:
1. Stop work under the contract on the date and to the extent
specified in the notice of termination;
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 performance of the work terminated by notice
of termination;
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4. transfer title to the Owner and deliver in the manner, at the
times, and to the extent,if any,directed by the Engineer:
a. the fabricated or unfabricated parts, work in
progress, 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 the termination; and
b. The completed, or partially completed plans,
drawings, information and other property which, if
the contract had been completed, would have been
required to be furnished to the Owner.
5. complete performance of such work as shall not have been
terminated by the notice of termination; and
6. Take such action as may be necessary, or as the Engineer
may direct, for the protection and preservation of the
property related to its contract 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 quality, of any or all items of termination
inventory not previously disposed of, exclusive of items the disposition of
Y C7-7(9)
which has been directed or authorized by Engineer, Not later than 15 days
thereafter, the owner shall accept title to such items provided, that the list
submitted shall be subject to verification by the Engineer upon removal of
the items or, if the items are stored, within 45 days from the date of
submission of the list, and any necessary adjustments to correct the list as
submitted, shall be made prior to final settlement.
C. TERMINATION CLAIM: Within 60 days after the 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
s request of the Contractor, made in writing within such 60-day period or
authorized extension thereof, any and all such claims shall be conclusively
deemed waived.
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D. AMOUNTS: Subject to the provisions of Item C7-7.1(C), the
Contractor and the 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 the work pursuant hereto; provided,that such agreed
amount or amounts shall never exceed the total contract price reduced by
the amount of payments otherwise made and as further reduced by the
contract price work not terminated. The contract shall be amended
accordingly, and the Contractor shall be paid the agreed amount. No
amount shall be due for lost or anticipated profits> Nothing in C7-7.16(E)
hereafter, prescribing the amount to be paid to the Contractor by reason of
the termination of work pursuant to this section, shall be deemed to limit,
i, restrict or otherwise determine or affect the amount or amounts which may
be agreed upon to be paid to the Contractor 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 whole amount
to be paid to the Contractor by reason of the termination of the work
pursuant to this section, the Owner shall 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 amount due the Contractor under
this section there shall be deducted;
1. all unliquidated advance or other payments on account
theretofore made to the Contractor, applicable to the
terminated portion of this contract;
„ C7-7(10)
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2. any claim which the Owner may have against the
Contractor in connection with this contract; and
3. the agreed price for, or the proceeds of the sale of, any
materials, supplies or other things kept by the Contractor or
sold, pursuant to the provisions of this clause, and not
otherwise recovered by or credited to the Owner.
G. ADJUSTMENT: If the termination hereunder be partial, prior to the
settlement of the terminated portion of this contract, the Contractor may
file with the Engineer a request in writing for an equitable adjustment of
the price or prices specified in the contract relating to the continued
portion of the contract (the portion not terminated by notice of
termination), such equitable adjustment as may be agreed upon shall be
made in such price or prices; noting contained herein, however, shall limit
the right of the owner and the Contractor to agree upon the amount or
amounts to be paid tot he Contractor for the completion of the continued
portion of the contract when said contract does not contain an established
contract price for such continued portion.
LN H. NO LIMITATION OF RIGHTS: Noting contained in this section shall
limit or alter the rights which the Owner may have for termination of this
contract under C7-7.14 hereof entitled "SUSPENSION OR
ABANDONMENT OF THE WORK AND ANNULMENT OF
CONTRACT" or any other right which the Owner may have for default or
breach of contract by Contractor.
C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be
responsible for initiating, maintaining and supervising all safety precautions and
programs in connection with the work at all times and shall assume all responsibilities for
their enforcement.
The Contractor shall comply with federal, state, and local laws, ordinances, and
regulations so as to protect person and property from injury, including death, or damage
in connection with the work.
C7-7(11)
PART C - GENERAL CONDITIONS
C8-8 MEASUREMENT AND PAYMENT
SECTION C8-8 MEASUREMENT AND PAYMENT
!
C8-8.1 MEASUREMENT OF OUANTTTIES: The determination of quantities of
work performed by the Contractor and authorized by the Contract Documents acceptably
! completed under the terms of the Contract Documents shall be made by the Engineer,
based on measurements made by the Engineer. These measurements will be made
according to the United States Standard Measurements used in common practice, and will
! be the actual length, area, solid contents, numbers, and weights of the materials and item
installed.
Y C8-8.2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said
"Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials,
machinery, equipment, appliances and appurtenances necessary for the construction of
! and the completion in a manner acceptable to the Engineer of all work to be done under
these Contract Documents.
- The "Unit Price" shall include all permanent and temporary protection of overhead,
surface, and underground structures, cleanup, finishing costs, overhead expense, bond,
insurance, patent fees, royalties, risk due to the elements and other clauses, 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.
C8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said
"Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools,
materials, machinery, equipment, appurtenances, and all subsidiary work necessary for
the construction and completion of all 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 full payment for furnishing all labor,tools, materials,
and incidentals for performing all work contemplated and embraced under these Contract
Documents, for all 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 the prosecution which may arise or be encountered during the
prosecution of the work at any time before its final acceptance by the Owner, (except as
provided in paragraph C5-5.14) for all risks of whatever description connected with the
prosecution of the work, for all expenses incurred by or in consequence of the suspension
or discontinuance of such prosecution of the working operations as herein specified, or
any and all infringements of patents, trademarks, copyrights, or other legal reservations,
C8-8(1)
and for completing the work in an acceptable manner according to the terms of the
Contract Documents.
The payment of any current or partial estimate prior to the final acceptance of the work by
the Owner shall in no way constitute an acknowledgment of the acceptance of the work,
materials, or equipment, nor in any way prejudice or affect the obligations of the
Contractor to repair, correct, renew, or replace at his own and proper expense any defects
or imperfections in the construction or in the strength or quality of the material used or
1W 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,
imperfections, or damage shall have been discovered on or before the final inspection and
1W acceptance of the work or during the one year guaranty period after the 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 PARTIAL ESTIMATES AND RETAINAGE: Between the I" and the 5`h
day of each month, the Contractor shall submit to the Engineer a statement showing an
estimate of the value of the work done during the previous month, or estimate period
under the Contract Documents. Not later than the 10`h day of the month, the Engineer
shall verify such estimate, and if it is found to be acceptable and the value of the work
performed since the last partial payment was made exceeds one hundred dollars ($100.00)
inn amount, 90% of such estimated sum will be paid to the Contractor if the total contract
amount is less than $400,000.00, or 95% of such estimated sum will be paid to the
Contractor if the total contract amount is $400,000.00 or greater, within twenty-five (25)
days after the regular estimate period. The City will have the option of preparing
estimates on forms furnished by the City. The partial estimates may include acceptable
nonperishable materials delivered to the work which are to be incorporated into the work
as a permanent part thereof, but which at the time of the estimate have not been installed
(such payment will be allowed on a basis of 85% of the net invoice value thereof). The
Contractor shall furnish the Engineer such information as he may request to aid him as a
guide in the verification or the preparation of partial estimates.
aw It is understood that partial estimates from month to month will be approximate only, all
partial monthly estimates and payment will be subject to correction in the estimate
rendered following the discovery of an error in any previous estimate, and such estimate
,M shall not, in any respect, be taken as an admission of the Owner of the amount of work
done or of its quantity of sufficiency, or as an acceptance of the work done or the release
of the Contractor of any of his responsibilities under the Contract Documents.
MW
The City reserves the right to withhold the payment of any monthly estimate if the
Contractor fails to perform the work strictly in accordance with the specifications or
provisions of this Contract.
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w C8-8(2)
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C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may
be held in abeyance if the performance of the construction operations is not in accordance
with the requirements of the Contract Documents.
C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by
the Contract Documents shall have been completed and all requirements of the Contract
Documents shall have been fulfilled on the part of the Contractor, the Contractor shall
notify the Engineer in writing that the improvements are ready for final inspection. The
Engineer shall notify the appropriate officials of the Owner, will within a reasonable time
make such final inspection, and if the work is satisfactory, in an acceptable condition, and
has been completed in accordance with the terms of the Contract Documents and all
approved modifications thereof, the Engineer will initiate the processing of the final
estimate and recommend final acceptance of the project and final payment thereof as
outlines in paragraph C8-8.8 below.
C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the
Contract Documents and all approved modifications thereof shall have been completed
and all requirements 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.
All prior estimates upon which payment has been made are subject to necessary
corrections or revisions in the final payment.
The amount of the final estimate, less previous payments and any sums that have been
deducted or retained under the provisions of the Contract Documents, will be paid to the
Contractor within 60 days after the final acceptance by the Owner on a proper resolution
of the City Council, provided the Contractor has furnished to the owner satisfactory
evidence of compliance as follows: Prior to submission of the final estimate for payment,
the Contractor shall execute an affidavit as furnished by the City, certifying that;
A. all persons, firms, associations, corporations, or other organizations
furnishing labor and/or materials have been paid in full,
B. that the wage scale established by the City Council in the City of Fort
Worth has been paid, and
C. that there are no claims pending for personal injury and/or property
ow damages.
The acceptance by the Contractor of the last or final payment as aforesaid shall operate as
_ and shall release the owner from all claims or liabilities under the Contract for anything
done or furnished or relating to the work under the Contract Documents or any act or
neglect of said City relating to or connected with the Contract.
C8-8(3)
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The making of the final payment by the Owner shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
" thereafter.
C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it
has employed competent engineers and designers to prepare the Contract Documents and
all modifications of the approved Contract Documents. It is, therefore, agreed that the
Owner shall be responsible for the adequacy of its own design features, sufficiency of the
Contract Documents, the safety of the structure, and the practicability of the operations of
the completed project, provided the Contractor has complied with the requirements of the
said Contract Documents, all approved modifications thereof, and additions and
alterations thereof approved in writing by the Owner. The burden of proof of such
compliance shall be upon the Contractor to show that he has complied with the Contract
Documents, approved modifications thereof, and all alterations thereof.
C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor
any provision in the Contract Documents nor partial or entire occupancy or use of the
premises by the Owner shall constitute an acceptance of the work not done in accordance
with the Contract Documents or relieve the Contractor of liability in respect to any
express warranties or responsibility for faulty materials or workmanship. The Contractor
shall remedy any defects or damages in the work and pay for any damage to the other
work resulting therefrom which shall appear within a period of one year from the date of
final acceptance of the work unless a longer period is specified and shall furnish a good
and sufficient maintenance bond in the amount of 100 percent of the amount of the
contract which shall assure the performance of the general guaranty as above outlined.
The Owner will give notice of observed defects with reasonable promptness.
C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by
documentary requirements for the project, such as conditions imposed by the Plans, the
: General Contract Documents or these Special Contract Documents, in which no 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, rock excavation and cleanup are general items of work
which fall in the category of subsidiary work.
C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be
allocated under various bid items in the Proposal to establish unit prices for
miscellaneous placement of material. These materials shall be used only when directed by
the Engineer, depending on field conditions. Payment for miscellaneous placement of
material will be made for only that amount of material used, measured to the nearest one-
tenth unit. Payment for miscellaneous placement of material shall be in accordance with
r the General Contract Documents regardless of the actual amount used for the Project.
C8-8.13 RECORD DOCUMENTS: The Contractor shall keep on record a copy
of all specifications, plans, addenda, modifications, shop drawings and samples at the
,. C8-8(4)
I ,
site, in good order and annotated to show all changes made during the construction
process. These shall be delivered to the Engineer upon completion of the work.
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C8-8(5)
SECTION C1:
SUPPLEMENTARY CONDITIONS TO PART C - GENERAL CONDITIONS
A. General
These Supplementary Conditions amend or supplement the General Conditions of the
Contract and other provisions of the Contract Documents as indicated below. Provisions
which are not so amended or supplemented remain in full force and affect.
B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in
its entirety and replaced with the following:
Partial pay estimates 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
'M within 25 days following the end of the estimate period, less the appropriate retainage as
set out below. Partial pay estimates may include acceptable nonperishable materials
delivered to the work place which are to be incorporated into the work as a permanent
part thereof, but which at the time of the pay estimate have not been so installed. If such
materials are included within a pay estimate, payment shall be based upon 85% of the net
voice value thereof. The Contractor will furnish the Engineer such information as may be
reasonably requested to aid in the verification or the preparation of the pay estimate.
For contracts of less than$400,000 at the time of execution, retainage shall be ten per cent
(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. Partial payment by
Owner for the amount of work done or of its quality or sufficiency or acceptance of the
work done; shall not release the Contractor of any of its responsibilities under the
Contract Documents.
The City reserves the right to withhold the payment of any partial estimate if the
Contractor fails to perform the work in strict accordance with the specifications or other
provisions of this contract.
C. Part C - General Conditions: Paragraph C3-3.11 of the General Conditions is deleted and
replaced with D-3 of Part D - Special Conditions.
D. C3-3.11 INSURANCE: Page 0-3 (6): Delete subparagraph "g. LOCAL AGENT FOR
INSURANCE AND BONDING"
Revised Pg. 1
,� 10/24/02
E. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6
(8), is deleted in its entirety and replaced with the following:
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor
covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
Owner, its officers, servants and employees, from and against any and all claims or suits
for property loss, property damage, personal injury, including death, arising out of, or
alleged to arise out of, the work and services to be performed hereunder by Contractor, its
officers, agents, employees, subcontractors, licensees or invitees, whether or not any such
injury, damage or death is caused, in whole or in Part, by the negligence or alleged
negligence of Owner, its officers, servants, or employees. Contractor likewise covenants
and agrees to indemnify and hold harmless the Owner from and against any and all injuries
to Owner's officers, servants and employees and any damage, loss or destruction to
property of the Owner arising from the performance of any of the terms and conditions of
this Contract, whether or not any such injury or damage is caused in whole or in Part
by the negligence or alleged negligence of Owner, its officers, servants or employees.
In the event Owner receives a written claim for damages against the Contractor or its
subcontractors prior to final payment, final payment shall not be made until Contractor
either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a
release from the claimant involved, or (b) provides Owner with a letter from Contractor's
liability insurance carrier that the claim has been referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort
Worth public work from a Contractor against whom a claim for damages is outstanding as
a result of work performed under a City Contract.
F. INCREASED OR DECREASED QUANTITIES: Part C -General Conditions, Section
C4-4 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C4-4.3 INCREASED OR
DECREASED QUANTITIES to read as follows:
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 perform the work as altered, increased or decreased at the unit prices
as established in the contract documents. No allowance will be made for any changes in
lost or anticipated profits nor shall such changes be considered as waiving or invalidating
any conditions or provisions of the Contract Documents.
Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted
herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not
to the various depth categories.
G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph"h. ADDITIONAL
Revised Pg. 2
10/24/02
INSURANCE REQUIREMENTS"
a. The City, its officers, employees and servants shall be endorsed as an additional insured
on Contractor's insurance policies excepting employer's liability insurance coverage under
Contractor's workers'compensation insurance policy.
Y b. Certificates of insurance shall be delivered to the City of Fort Worth, contract
administrator in the respective department as specified in the bid documents, 1000
Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the
contracted project.
c. Any failure on part of the City to request required insurance documentation shall not
constitute a waiver of the insurance requirements specified herein.
d. Each insurance policy shall be endorsed to provide the City a minimum thirty days
notice of cancellation, non-renewal, and/or material change in policy terms or coverage.
A ten days notice shall be acceptable in the event of non-payment of premium.
e. Insurers must be authorized to do business in the State of Texas and have a current
A.M. Best rating of A: VII or equivalent measure of financial strength and solvency.
f. Deductible limits, or self-funded retention limits, on each policy must not exceed
$10,000.00 per occurrence unless otherwise approved by the City.
g. Other than worker's compensation insurance, in lieu of traditional insurance, City may
consider alternative coverage or risk treatment measures through insurance pools or risk
retention groups. The City must approve in writing any alternative coverage.
h. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of recovery in
favor of the City.
i. City shall not be responsible for the direct payment of insurance premium costs for
contractor's insurance.
j. Contractor's insurance policies shall each be endorsed to provide that such insurance is
primary protection and any self-funded or commercial coverage maintained by City shall
not be called upon to contribute to loss recovery.
k. In the course of the project, Contractor shall report, in a timely manner, to City's
officially designated contract administrator any known loss occurrence which could give
rise to a liability claim or lawsuit or which could result in a property loss.
1. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
Revised Pg. 3
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m. Upon the request of City, Contractor shall provide complete copies of all insurance
M' policies required by these contract documents.
H. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page C8-8(1) is
deleted in its entirety and replaced with the following:
The Contractor shall receive and accept the compensation as herein provided, in full
payment for furnishing all labor, tools, materials, and incidentals for performing all work
contemplated and embraced under these Contract Documents, for all 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 the
prosecution which may arise or be encountered during the prosecution of the work at any
time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14)
for all risks of whatever description connected with the prosecution of the work, for all
expenses incurred by or in consequence of the suspension or discontinuance of such
_ prosecution of the working operations as herein specified, or any and all infringements of
patents, trademarks, copyrights, or other legal reservations, and for completing the work
in an acceptable manner according to the terms of the Contract Documents.
~ The payment of any current or partial estimate prior to the final acceptance of the work by
the Owner shall in no way constitute an acknowledgment of the acceptance of the work,
_ materials, or equipment, nor in any way prejudice or affect the obligations of the
Contractor to repair, correct, renew, or replace at his own and proper expense any defects
or imperfections in the construction or in the strength or quality of the material used or
equipment or machinery furnished in or about the construction of the work under contract
and its appurtenances, or any damage due or attributed to such defects, which defects,
imperfections, or damage shall have been discovered on or before the final inspection and
acceptance of the work or during the two (2) year guaranty period after the 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.
I. C8-8.10 GENERAL GUARANTY:Delete C8-8.10,General Guaranty at page C8-8(4)is deleted
in its entirety and replaced with the following:
Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or
entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not
done in accordance with the Contract Documents or relieve the Contractor of liability in respect to
any express warranties or responsibility for faulty materials or workmanship. The Contractor shall
remedy any defects or damages in the work and pay for any damage to other work or property
w resulting therefrom which shall appear within a period of two(2)years from the date of final
acceptance of the work unless a longer period is specified and shall furnish a good and sufficient
maintenance bond in the amount of 100 percent of the amount of the contract which shall assure
the performance of the general guaranty as above outlined. The Owner will give notice of observed
defects with reasonable promptness.
Revised Pg. 4
10/24/02
Any reference to any shorter period of time of warranty contained elsewhere within the
specifications shall be resolved in favor of this specifications, it being the City's intent that
the Contractor guarantee its work for a period of two (2) years following the date of
acceptance of the project.
In the Special Instructions to Bidders, TPW contracts place the following in lieu of the
existing paragraph 2.
J. Part C - General Conditions, Section C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the
following:
C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is
delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his
+ representative at the official location and stated time set forth in the "Notice to Bidders."
It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper
place. The mere fact that a proposal was dispatched will not be considered. The Bidders
must have the proposal actually delivered. Each proposal shall be in a sealed envelope
plainly marked with the word "PROPOSAL," and the name or description of the project as
designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing
i Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas
76102.
C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing
Manager cannot be withdrawn prior to the time set for opening proposals. A request for
non-consideration of a proposal must be made in writing, addressed to the City Manager,
` and filed with him prior to the time set for the opening of proposals. After all proposals
not requested for non-consideration are opened and publicly read aloud, the proposals for
which non-consideration requests have been properly filed may, at the option of the
Owner, be returned unopened.
C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify
his proposal by telegraphic communication at any time prior to the time set for opening
proposals, provided such telegraphic communication is received by the Purchasing
Manager prior to the said proposal opening time, and provided further, that the City
Manager is satisfied that a written and duly authenticated confirmation of such telegraphic
communication over the signature of the bidder was mailed prior to the proposal opening
time. If such confirmation is not received within forty-eight (48) hours after the proposal
opening time, no further consideration will be given to the proposal
K. C3-3.7 BONDS (CITY LET PROJECTS): Reference Part C, General Conditions, dated
November 1, 1987; (City let projects) make the following revisions:
1. Page C3-3(3);the paragraph after paragraph C3-3.7d Other Bonds should be revised to
- read:
Revised Pg. 5
10/24/02
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In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of
- authority from the United States secretary of the treasury to qualify as a surety on
obligations permitted or required under federal law; or(2) have obtained reinsurance for
any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a
reinsurer in the state of Texas and is the holder of a certificate of authority from the
Untied States secretary of the treasury to qualify as a surety on obligations permitted or
required under federal law. Satisfactory proof of any such reinsurance shall be
provided to the City upon request. The City, in its sole discretion, will determine the
adequacy of the proof required herein.
2. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subparagraph"a.
COMPENSATION INSURANCE".
3. Pg. C3-3(6), Paragraph C3-3.11 INSURANCE delete subparagraph"g. LOCAL
AGENT FOR INSURANCE AND BONDING".
'- L. RIGHT TO AUDIT: Part C - General Conditions, Section C8-8
MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following:
C8-8.14 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, until 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. City shall give subcontractor reasonable advance notice
_ of intended audits.
(c) Contractor and subcontractor agree to photocopy such documents as may be
requested by the City. The City agrees to reimburse the Contractor for the cost of copies
as follows:
1. 50 copies and under- 10 cents per page
Revised Pg. 6
10/24/02
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2, More than 50 copies - 85 cents for the first page plus
fifteen cents for each page thereafter
M. SITE PREPARATION:
The Contractor shall clear rights-of-way or easements of obstruction which must be
removed to make possible proper prosecution of the work as a part of this project
construction operations. The contractor's attention is directed to paragraph C6-6.10 work
within easements,page C6-6(4),part C -General Conditions of the Water Department
General Contract Document and General Specifications.
Clearing and restoration shall be considered as incidental to construction and all costs
incurred will be considered to be included in the Linear Foot price of the pipe.
N. Reference Part C - General Conditions, Section C6-6.8 BARRICADES, WARNINGS
AND WATCHMEN:
1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the
word flagmen.
2. In the first paragraph, lines five (5) and six(6), change the phrase take all such other
precautionary measures to take all reasonable necessary measures.
O. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE:
F# Reference Part C (General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS
ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be
deleted in its entirety and replaced with the following:
Upon request, Contractor agrees to provide to Owner complete and accurate information
regarding actual work performed by a Minority Business Enterprise (MBE) and/or a
Woman Business Enterprise (WBE)on the contract and payment therefore. Contractor
further agrees to permit an audit and/or examination of any books, records or files in its
possession that will substantiate the actual work performed by an MBE and/or WBE. The
misrepresentation of facts (other than a negligent misrepresentation) and/or the
commission of fraud by the Contractor will be grounds for termination of the contract
and/or initiating action under appropriate federal, state or local laws or ordinances relating
to false statements; further, any such misrepresentation(other than 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
or time of not less than thee (3) years.
Revised Pg. 7
10/24/02
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P. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with
the following:
(a) The contractor shall comply with all requirements of Chapter 2258, Texas Government
Code,including the payment of not less than the rates determined by the City Council of
the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,
Texas Government Code. Such prevailing wage rates are included in these contract
documents.
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(b) The contractor shall, for a period of three (3)years following the date of acceptance of
the work, maintain records that show(i)the name and occupation of each worker
employed by the contractor in the construction of the work provided for in this contract;
and(ii)the actual per diem wages paid to each worker. These records shall be open at all
reasonable hours for inspection by the City. The provisions of Section C-1, L. Right to
+ Audit(Rev. 9/30/02)pertain to this inspection.
(c) The contractor shall include in its subcontracts and/or shall otherwise require all of its
,.� subcontractors to comply with paragraphs (a) and(b) above.
(d) With each partial payment estimate or payroll period,whichever is less, an affidavit
stating that the contractor has complied with the requirements of Chapter 2258, Texas
Government Code.
The contractor shall post the prevailing wage rates in a conspicuous place at the site of the
project at all times.
Revised Pg. 8
10/24/02
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PART D - SPECIAL CONDITIONS
D-1 GENERAL...........................................................................................................................3
D-2 COORDINATION MEETING...............................................................................................5
D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ..................... 5
D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT...................................... 7
D- 5 CROSSING OF EXISTING UTILITIES................................................................................ 7
_ D-6 EXISTING UTILITIES AND IMPROVEMENTS.................................................................... 8
D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES 8
.................................................................
D- 8 TRAFFIC CONTROL .......................................................................................................... 9
D-9 DETOURS........................................................................................................................ 10
• D- 10 EXAMINATION OF SITE............................................................................................... 10
D- 11 ZONING COMPLIANCE................................................................................................ 10
D- 12 WATER FOR CONSTRUCTION................................................................................... 10
.. D- 13 WASTE MATERIAL...................................................................................................... 10
D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE....................................................... 10
D- 15 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES............................. 11
D- 16 BID QUANTITIES.......................................................................................................... 11
D- 17 CUTTING OF CONCRETE ........................................................................................... 11
D- 18 PROJECT DESIGNATION SIGN .................................................................................. 11
D- 19 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT...................................... 12
D-20 MISCELLANEOUS PLACEMENT OF MATERIAL......................................................... 12
D-21 CRUSHED LIMESTONE BACKFILL............................................................................. 12
D-22 2:27 CONCRETE.......................................................................................................... 13
D-23 TRENCH EXCAVATION, BACKFILL, AND COMPACTION.......................................... 13
D-24 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS............. 14
D-25 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS)................. 15
D-26 SANITARY SEWER MANHOLES................................................................................. 16
D-27 SANITARY SEWER SERVICES................................................................................... 19
D-28 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES................. 20
D- 29 DETECTABLE WARNING TAPES................................................................................ 22
D- 30 PIPE CLEANING...........................................................................................................23
D- 31 DISPOSAL OF SPOIL/FILL MATERIAL........................................................................ 23
D- 32 MECHANICS AND MATERIALMEN'S LIEN.................................................................. 23
D- 33 SUBSTITUTIONS.......................................................................................................... 23
D- 34 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER.............. 24
D- 35 VACUUM TESTING OF SANITARY SEWER MANHOLES........................................... 27
D- 36 BYPASS PUMPING......................................................................................................28
D- 37 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ...........28
D- 38 SAMPLES AND QUALITY CONTROL TESTING.......................................................... 30
D-39 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR
DISTURBED AREAS LESS THAN 1 ACRE)................................................................................ 31
D-40 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES......................... 32
D-41 PROTECTION OF TREES, PLANTS AND SOIL .......................................................... 32
D-42 SITE RESTORATION ................................................................................................... 32
D-43 CITY OF FORT WORTH STANDARD PRODUCT LIST ............................................... 33
D-44 TOPSOIL, SODDING, SEEDING & HYDROMULCHING .............................................. 33
D-45 CONFINED SPACE ENTRY PROGRAM...................................................................... 38
D-46 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION............................. 38
D-47 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS)....................... 39
D-48 CONCRETE ENCASEMENT OF SEWER PIPE........................................................... 39
"r D-49 CLAY DAM....................................................................................................................40
0210912010 SC-1
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PART D - SPECIAL CONDITIONS
D- 50 EXPLORATORY EXCAVATION (D-HOLE)...................................................................40
D- 51 INSTALLATION OF WATER FACILITIES.....................................................................40
51.1 Polyvinyl Chloride (PVC)Water Pipe...........................................................................40
51.2 Blocking .......................................................................................................................40
51.3 Type of Casing Pipe.....................................................................................................41
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51.4 Tie-Ins..........................................................................................................................41
51.5 Connection of Existing Mains.......................................................................................41
51.6 Valve Cut-Ins ...............................................................................................................42
51.7 Water Services ............................................................................................................42
51.8 2-Inch Temporary Service Line 44
51.9 Purging and Sterilization of Water Lines......................................................................45
51.10 Work Near Pressure Plane Boundaries.......................................................................45
51.11 Water Sample Station..................................................................................................46
51.12 Ductile Iron and Gray Iron Fittings................................................................................46
D- 52 SPRINKLING FOR DUST CONTROL...........................................................................46
D- 53 DEWATERING..............................................................................................................47
D- 54 TRENCH EXCAVATION ON DEEP TRENCHES..........................................................47
D- 55 TREE PRUNING...........................................................................................................47
D- 56 TREE REMOVAL..........................................................................................................48
D-57 TEST HOLES................................................................................................................48
D-58 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND
NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING
CONSTRUCTION.........................................................................................................................49
D- 59 TRAFFIC BUTTONS.....................................................................................................49
D- 60 SANITARY SEWER SERVICE CLEANOUTS............................................................... 50
D- 61 TEMPORARY PAVEMENT REPAIR............................................................................. 50
D- 62 CONSTRUCTION STAKES .......................................................................................... 50
D- 63 EASEMENTS AND PERMITS....................................................................................... 50
D- 64 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ................................................. 51
D- 65 WAGE RATES............................................................................................................. 51
D- 66 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE..................................... 53
D-67 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER
THAN1 ACRE)............................................................................................................................. 53
D-68 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF
EXISTING WATER SYSTEMS..................................................................................................... 55
D-69 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD.................................................. 56
D-70 EARLY WARNING SYSTEM FOR CONSTRUCTION ...................................................... 56
D-71 AIR POLLUTION WATCH DAYS...................................................................................... 57
D-72 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS........................................... 57
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0210912010 SC-2
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PART D - SPECIAL CONDITIONS
This Part D — Special Conditions is complimentary to Part C — General Conditions and Part C1 —
Supplementary Conditions to Part C of the Contract. Anything contained in this Part D that is
additive to any provision in Part C — General Conditions and part C1 — Supplementary Conditions
to Part C of the Contract are to be read together. Any conflict between Part C — General
Conditions and Part C1 — Supplementary Conditions of the Contract and this Part D, Part D shall
control.
Y FOR: SEWER MAIN EXTENSIONS, REPLACEMENTS
& RELOCATIONS CONTRACT 2011A
FORT WORTH, TEXAS
TPW/DOE PROJECT NO. 6666
CITY PROJECT NO. 01682
WATER DEPARTMENT PROJECTS NO. SEWER— P275-701130168283
D-1 GENERAL
The order or precedence in case of conflicts or discrepancies between various parts of the
Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily,
follow the guidelines listed below:
1. Plans
2. Contract Documents
3. Special Conditions
The following Special Conditions shall be applicable to this project 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 two (2) years from date of final acceptance of this project by
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.
Subject to modifications as herein contained, the Fort Worth Water Department's General
Contract Documents and General Specifications, with latest revisions, are made a part of the
General Contract Documents for this project. The Plans, these Special Contract Documents and
the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers
name, or identification include therein as specifying, referring or implying product control,
performance, quality, or other shall be binding upon the contractor. The specifications and
drawings shall be considered cooperative; therefore, work or material called for by one and not
shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though
required by all.
Any Contractor 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 published
specifications, except as modified by these Special Provisions:
1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -
CITY OF FORT WORTH
0210912010 SC-3
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PART D - SPECIAL CONDITIONS
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH
CENTRALTEXAS
Any conflict between these contract documents and the above 2 publications shall be resolved in
favor of these contract documents.
A copy of either of these specifications may be purchased at the office of the Transportation and
Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth,
Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the
pay item by the designer. If not shown, then applicable published specifications in either of these
documents may be followed at the discretion of the Contractor. General Provisions shall be those
of the Fort Worth document rather than Division 1 of the North Central Texas document.
Bidders shall not separate, detach or remove any portion, segment or sheets from the
contract document at any time. Failure to bid or fully execute contract without retaining
contract documents intact may be grounds for designating bids as "non-responsive" and
rejecting bids or voiding contract as appropriate as determined by the City Engineer.
INTERPRETATION AND PREPARATION OF PROPOSAL:
A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered,
accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the
official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole
responsibility to deliver the proposal at the proper time to the proper place. The mere fact that
a proposal was dispatched will not be considered. The Bidders must have the proposal
actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word
"PROPOSAL", and the name or description of the project as designated in the "Notice to
Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth
Purchasing Division, PO Box 17027, Fort Worth, Texas 76102.
B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot
be withdrawn prior to the time set for opening proposals. A request for non-consideration of a
proposal must be made in writing, addressed to the City Manager, and filed with him prior to
the time set for the opening of proposals. After all proposals not requested for non-
consideration are opened and publicly read aloud, the proposals for which non-consideration
requests have been properly filed may, at the option of the Owner, be returned unopened.
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time prior to the time set for opening proposals, provided
such telegraphic communication is received by the Purchasing Manager prior to the said
proposal opening time, and provided further, that the City Manager is satisfied that a written
and duly authenticated confirmation of such telegraphic communication over the signature of
the bidder was mailed prior to the proposal opening time. If such confirmation is not received
within forty-eight (48) hours after the proposal opening time, no further consideration will be
given to the proposal.
0210912010 SC-4
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PART D - SPECIAL CONDITIONS
D-2 COORDINATION MEETING
For coordination purposes, weekly meetings at the job site may be required to maintain the
project on the desired schedule. The contractor shall be present at all meetings.
D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
A. Definitions:
1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of
authority to self-insure issued by the commission, or a coverage agreement (TWCC-81,
TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance
coverage for the person's or entity's employees providing services on a project, for the
duration of the project.
2. Duration of the project- includes the time from the beginning of the work on the project
until the contra cto r's/perso n's work on the project has been completed and accepted by
the governmental entity.
3. Persons providing services on the project ("subcontractor" in §406.096)- includes all
persons or entities performing all or part of the services the contractor has undertaken to
perform on the project, regardless of whether that person contracted directly with the
contractor and regardless of whether that person has employees. This includes, without
limitation, independent contractors, subcontractors, leasing companies, motor carriers,
owner operators, employees of any such entity, or employees of any entity which
furnishes persons to provide services on the project. "Services" include, without limitation,
providing, hauling, or delivering equipment or materials, or providing labor, transportation,
or other services related to a project. "Services" does not include activities unrelated to
the project, such as food/beverage vendors, office supply deliveries, and delivery of
portable toilets.
B. The Contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor
providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends during
or 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
0210912010 SC-5
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PART D - SPECIAL CONDITIONS
2. No later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
F. The contractor shall retain all required certificates of coverage for the duration of the project
and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by 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
verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to provide
services on a project, to:
1. Provide coverage, based on proper reporting on classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44)for all of its employees providing services on the project,
for the duration of the project;
2. Provide to the Contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
3. Provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
4. Obtain from each other person with whom it contracts, and provide to the Contractor:
_ a.) A certificate of coverage, prior to the other person beginning work on the project; and
b.) A new certificate of coverage showing extension of coverage, prior to the end of the
coverage period, if the coverage period shown on the current 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
0210912010 SC-6
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PART D - SPECIAL CONDITIONS
7. Contractually require each person with whom it contracts, to perform as required by
paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom
they are providing services.
8. By signing this contract or providing or causing to be provided a certificate of coverage,
the contractor is representing to the governmental entity that all employees of the
contractor who will provide services on the project will be covered by worker's
compensation coverage for the duration of the project, that the coverage will be based on
proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing false or
misleading information may subject the contractor to administrative, criminal, civil penalties
- or other civil actions.
9. The contractor's failure to comply with any of these provisions is a breach of contract by
the contractor which entities the governmental entity to declare the contract void if the
contractor does not remedy the breach within ten days after receipt of notice of breach
from the governmental entity.
J. The contractor shall post a notice on each project site informing all persons providing services
on the project that they are required to be covered, and stating how a person may verify
current coverage and report failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other Texas
Worker's Compensation Commission rules. This notice must be printed with a title in at least
30 point bold type and text in at least 19 point normal type, and shall be in both English and
Spanish and any other language common to the worker population. The text for the notices
shall be the following text, without any additional words or changes:
"REQUIRED WORKER'S COMPENSATION COVERAGE
The law requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance. This includes
persons providing, hauling, or delivering equipment or materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their
employer or status as an employee."
Call the Texas Worker's Compensation Commission at (512)463-3642 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-4 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-5 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 watertight or be
0210912010 SC-7
PART D - SPECIAL CONDITIONS
constructed of ductile iron pipe. The Engineer shall determine the required length of
replacement. 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.
Backfill, fittings, tie-ins and all other associated appurtenances required are deemed subsidiary
work, the cost of which shall be included in the price bid in the Proposal for each bid item.
D-6 EXISTING UTILITIES AND IMPROVEMENTS
The plans show the locations of all known surface and subsurface structures. However, the
Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or
to show them in their exact location. It is mutually agreed that such failure shall not be
considered sufficient basis for claims for additional compensation for extra work or for increasing
the pay quantities in any manner whatsoever.
- The Contractor shall be responsible for verifying the locations of and protecting all existing
utilities, service lines, or other property exposed by his construction operations. Contractor shall
make all necessary provisions (as approved or authorized by the applicable utility company) for
the support, protection 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. It is understood that the
Contractor is not responsible for the permanent relocation of existing utilities in direct conflict with
the proposed construction. The Contractor is liable for all damages done to such existing facilities
as a result of his operations and any and all cost incurred for the protection and/or temporary
relocation of such facilities are deemed subsidiary work and the cost of same and shall be
included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION
WILL BE ALLOWED.
Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or
repair the utilities or service lines with the same 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.
bA In case it is necessary to change or move the property of any owner of a public utility, such
property shall not be moved or interfered with until ordered to do so by the Engineer. The right is
reserved to the owner of public utilities to enter upon the limits of the project for the purpose of
making such changes or repairs of their property that may be made necessary by performance of
this contract.
The utility lines and conduits shown on the plans are for information only and are not guaranteed
by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on
the plans as the best information available at the time of design, from the owners of the utilities
involved and from evidences found on the ground.
D-7 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
oti09/2010 SC-8
PART D - SPECIAL CONDITIONS
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. Any damage to
the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's
expense, to the satisfaction of the City.
In locations where it is not permissible to cross the existing or proposed pipes without additional
protection the Contractor may elect to provide additional protection of the pipes so that more
frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor
to repair any damage to the existing or proposed lines, if the damage results from any phase of
his construction operation.
D-8 TRAFFIC CONTROL
The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of
the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for
providing traffic control during the construction of this project consistent with the provisions set
forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and
Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on
Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section
Nos. 27, 29, 30 and 31.
Unless otherwise included as part of the Construction documents, the Contractor shall submit a
traffic control plan (duly sealed, signed and dated by a Registered Professional Engineer(P.E.) in
the state of Texas), to the City Traffic Engineer [Tel (817)392-8770] at or before the
preconstruction conference. The P.E. preparing the traffic control plan may utilize standard traffic
reroute configurations posted as "Typicals" on the City's Buzzsaw website. Although work will not
begin until the traffic control plan has been reviewed and approved, the Contractor's time will
begin in accordance with the timeframe mutually established in the `Notice to Proceed' issued the
Contractor.
The Contractor will not remove any regulatory sign, instructional sign, street name sign or other
sign, which has been erected by the City. If it is determined that a sign must be removed to
permit required construction, the Contractor shall contact the Transportation and Public Works
Department, Signs and Markings Division, (Phone Number 817-392-7738) 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.
Work shall not be performed on certain locations/streets during "peak traffic periods" as
determination by the City Traffic Engineer and in accordance with the applicable provision of the
"City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas."
• The lump sum pay item for traffic control shall cover design and /or installation, and maintenance
of the traffic control plan.
02/09/201 o SC-9
PART D - SPECIAL CONDITIONS
D-9 DETOURS
The contractor shall prosecute his work in such a manner as to create a minimum of interruption
to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the
project area.
D- 10 EXAMINATION OF SITE
It shall be the responsibility of the prospective bidder to visit the project site and make such
examinations and explorations as may be necessary to determine all conditions, which may affect
construction of this project. Particular attention should be given to methods of providing ingress
and egress to adjacent private and public properties, procedures for protecting existing
improvements and disposition of all materials to be removed. Proper consideration should be
given to these details during the preparation of the Proposal and all unusual conditions, which
may give, rise to later contingencies should be brought to the attention of the Owner prior to the
submission of the Proposal.
D- I I 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- 12 WATER FOR CONSTRUCTION
The Contractor at his own expense will furnish water for construction.
D- 13 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- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE
The Contractor shall be aware that keeping the project site in a neat and orderly condition is
considered an integral part of the contracted work and as such shall be considered subsidiary to the
appropriate bid items. Clean up work shall be done as directed by the Engineer as the work
progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on
a daily basis. Clean up work shall include, but not be limited to:
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
• Keeping trash of any kind off of residents' property
If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next
estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will
be reduced by 25%.
Final cleanup work shall be done for this project as soon as all construction has been completed.
No more than seven days shall elapse after completion of construction before the roadway, right-
0210912010 SC-10
PART D - SPECIAL CONDITIONS
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. The City of Fort Worth shall give final acceptance of the
completed project work.
D- 15 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES
-� The following procedures will be followed regarding the subject item on this contract:
1. A warning sign not less than five inches by seven inches, painted yellow with black letters
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus.
The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES."
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2. Equipment that may be operated within ten feet of high voltage lines shall have insulating
cage-type of guard about the boom or arm, except back hoes or dippers, and insulator
_ links on the lift hook connections.
3. When necessary to work within six feet of high voltage electric lines, notification shall be
�. given the power company (ONCOR) 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 ONCOR, and shall record action taken in each case.
4. The Contractor is required to make arrangements with the ONCOR 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- 16 BID QUANTITIES
Bid quantities of the various items in the proposal are for comparison only and may not reflect the
actual quantities. There is no limit to which a bid item can be increased or decreased.
Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured
quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls. No claim
will be considered for lost or anticipated profits based upon differences in estimated quantities
versus actual quantities.
D- 17 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- 18 PROJECT DESIGNATION SIGN
0210912010 SC-11
PART D - SPECIAL CONDITIONS
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 Engineer shall approve the
exact locations and methods of mounting. 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 V-0" by 2'-0" in size. The information box
shall have the following information:
For Questions on this Project Call:
(817) 392-8306 M-F 7:30 am to 4:30 p.m.
or
(817) 392-8300 Nights and Weekends
Any and all cost for the required materials, labor, and equipment necessary for the furnishing of
Project Signs shall be considered as a subsidiary cost of the project and no additional
compensation will be allowed.
D- 19 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 materials and all other associated appurtenances
required, shall be included in the square yard price of the bid item for concrete sidewalk or
driveway repair.
D-20 MISCELLANEOUS PLACEMENT OF MATERIAL
Material has been allocated under various bid items in the Proposal to establish unit prices for
miscellaneous placement of material. These materials shall be used only when directed by the
Engineer, depending on field conditions. Payment for miscellaneous placement of material will be
made for only that amount of material used, measured to the nearest one-tenth unit. Payment for
miscellaneous placement of material shall be in accordance with the General Contract
Documents regardless of the actual amount used for the project.
D-21 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.
0210912010 SC-12
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, and General Contract Documents.
D-22 2:27 CONCRETE
Transportation and Public Works Department typical sections for Pavement and Trench Repair
for Utility Cuts Figures STR-028,STR-029 and STR-031 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-23 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 Sections E1-2
Backfill and E2-2 Excavation and Backfill of the General Contract
Documents and Specifications except as specified herein.
1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the
stated maximum trench widths are exceeded, either through accident or otherwise, and if the
Engineer determines that the design loadings 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.
2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be
backfilled above the top of the embedment material with Type "C" backfill material. Excavated
material used for Type "C" backfill must be mechanically compacted unless the Contractor can
furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than
8. Such evidence shall be a test report from an independent testing laboratory and must include
representative samples of soils in all involved areas, with a map showing the location and depth
of the various test holes. If excavated material is obviously granular in nature, containing little or
no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or
"D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill
material is not suitable, Type "B" backfill material shall be used only with the consent and
approval of the Engineer. In general, all backfill material for trenches in existing paved streets
.. shall be in accordance with Figure WTR-029. Sand material specified in WTR-029 shall be
obtained from an approved source and shall consist of durable particles free of thin or elongated
pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation:
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0210912010 SC-13
PART D - SPECIAL CONDITIONS
• Less than 10% passing the#200 sieve
• P.I. = 10 or less
Additionally, the crushed limestone embedment gradation specified in Section E1-3 Crushed
Limestone for Embedment of the General Contract Documents and Specifications shall be
replaced with the following:
Sieve Size % Retained
1" 0-10
1/2" 40-75
3/8" 55-90
#4 90-100
#8 95-100
All other provisions of this section shall remain the same.
Q 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill.
Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90%
Standard Proctor Density (A.S.T.M. D698) by mechanical devices specifically designed for
compaction or a combination of methods subject to approval by the Engineer.
Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95%
Standard Proctor Density by mechanical devices specifically designed for compaction or a
combination of methods subject to approval by the Engineer. Backfill material to be compacted
as described above must be within +-4% of its optimum moisture content.
The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all
trench backfill. Any retesting required as a result of failure to compact the backfill material to
meet the standards will be at the expense of the Contractor and will be billed at the commercial
rates as determined by the City. These soil density tests shall be performed at two (2) foot
vertical intervals beginning at a level two (2) feet above the top of the installed pipe and
continuing to the top of the completed backfill at intervals along the trench not to exceed 300
linear feet. The Contractor will be responsible for providing access and trench safety system to
the level of trench backfill to be tested. No extra compensation will be allowed for exposing the
backfill layer to be tested or providing trench safety system for tests conducted by the City.
4. MEASUREMENT AND PAYMENT: All material, with the exception of Type "B" backfill, and
labor costs of excavation and backfill will be included in the price bid per linear foot of water and
sewer pipe.
D-24 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS
The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing
pavement repair equal to or superior in composition, thickness, etc., to existing pavement as
detailed in the Public Works Department typical sections for Pavement and Trench Repair for
' Utility Cuts, Figures STR-028 through STR-031.
The results of the street cores that were conducted on the project streets, to determine HMAC
depths on existing streets, are provided in these specifications and contract documents.
0210912010 SC-14
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PART D - SPECIAL CONDITIONS
All required paving cuts shall be made with a concrete saw in a true and straight line on both
sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be
backfilled and the top nine (9) inches shall be filled with required materials as shown on paving
details, compacted and level with the finished street surface. This finished grade shall be
maintained in a serviceable condition until the paving has been replaced. All residential
driveways shall be accessible at night and over weekends.
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 hold up if such strip of existing pavement is two (2)feet or less in width.
Therefore, at the locations in the project where the trench wall is three (3)feet or less from the lip
of the existing gutter, the Contractor shall be required to remove the existing paving to such
gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches
outside the trench wall nearest the center of the street to the gutter line.
The pavement shall be replaced within a maximum of five (5) working days, providing job
placement conditions will permit repaving. If paving conditions are not suitable for repaving, in
€' the opinion of the Owner, the repaving shall be done at the earliest possible date.
A permit must be obtained from the 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 Construction Services section 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 Construction Services section.
D-25 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS)
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. The trench safety plan shall be specific for each
water and/or sanitary sewer line included in the project.
B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and
Health Administration Standards, 29 CFR Part 1926, Sub-Part P - Excavations, are hereby
made a part of this specification and shall be the minimum governing requirements for trench
.L safety.
C. DEFINITIONS:
y 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.
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.
0210912010 SC-15
PART D - SPECIAL CONDITIONS
3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined
away from the excavation.
4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes"or
"trench shields". Shield means a structure that is able to withstand the forces imposed on
it by a cave-in and protect workers within the structure. Shields can be permanent
structures or can be designed to be portable and move along as the work progresses.
Shields can be either pre-manufactured or job-built in accordance with OSHA standards.
5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or
timber system that supports the sides of a trench and which is designed to prevent cave-
ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights),
horizontal rails (wales)and/or sheeting.
D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing
ground to the bottom of embedment or bottom of excavation. The quantity of trench safety
systems shall be based on the linear foot amount of trench depth greater than five (5)feet.
E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools,
materials, equipment and incidentals necessary for the installation and removal of trench
safety systems.
D-26 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. For new sewer line installations, the Contractor shall temporarily plug all
.. lines at every open manhole under construction in order to keep debris out of the dry sewer
lines. The plugs shall not be removed until the applicable manhole complete with cone
section has been constructed and the lid installed to keep out debris as a result of additional
construction.
1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as
per COFW Standard Detail SAN-009.
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2. DELETED
3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole
shall be sealed on the outside of the manhole with Ram-Nek or an approved equal
sealant. The lift hole shall be sealed on the inside of the manhole with quick setting
cement grout.
4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands
shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the
- surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting
0210912010 SC-16
PART D - SPECIAL CONDITIONS
for not less than three (3) feet each direction to existing finish grade of the ground. The
grade of all surfaces shall be checked for proper slope and grade by string lining the entire
area regarded near the manhole.
Manholes in open fields, unimproved land, or drainage courses shall be at an elevation
shown on the drawings or minimum of 6 inches above grade.
5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames
and covers shall be PAMREX, or approved equal, with 30-inch clear opening. Covers
shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap
between the frame and cover. Bearing 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.
6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when
manhole depth is four (4) feet or less. All shallow cone manholes shall be built in
accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and
frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED.
7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole.
8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with
two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-
450 Heavy Tnemecol,"or equal to, a minimum or 14 mils dry film thickness.
9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole
sections constructed for the City of Fort Worth Water Department, excluding only the
joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint
sealants as per Figure M.
This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-Seal,
Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe
form or suitable cross-sectional area or flat-tape and shall be sized as recommended by
the manufacturer and approved by the Engineer. The joint sealer shall be protected by a
suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or
any other chemical action for either its adhesive properties or cohesive strength. The
Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing
regardless of the length of time it is exposed to the elements. The manufacturer shall
furnish an affidavit attesting to the successful use of the product as a pre-formed flexible
joint sealant on concrete pipe and manhole sections for a period of at least five years.
B. EXECUTION:
1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame
shall be sealed with the above-specified materials. All surfaces to be in contact with the
joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. The
manufacturer shall apply a primer to all surfaces prior to installing the joint sealant in
accordance with the recommendations. The protective wrapper shall remain on the joint
sealant until immediately prior to the placement of the pipe in the trench. After removal of
the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over
0210912010 SC-17
PART D - SPECIAL CONDITIONS
manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames
and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer.
2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth
saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a
minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical.
Remove manhole frame from the manhole structure and observe the condition of the
frame and grade rings. Any frame or grade ring that is not suitable for use as determined
by the Engineer shall be replaced. Grade rings that are constructed of brick, block
materials other than pre-cast concrete rings, or where necessary and approved by the
Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a
• pre-cast concrete flattop section will be the only adjustments allowed.
In brick or block manholes, replace the upper portion of the manhole to a point 24 inches
below the frame. If the walls or cone section below this level are structurally unsound,
notify the Engineer prior to replacement of the grade rings and manhole frame. Existing
brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense.
Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose
debris. Coat exposed manhole surfaces with an approved bonding agent followed by an
application of quick setting hydraulic cement to provide a smooth working surface.
If the inside diameter of the manhole is too large to safely support new adjustment rings or
frames, a flat top section shall be installed.
Joint surfaces between the frames, adjustment rings, and cone section shall be free of
dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint
material along the inside and outside edge of each joint, or use trowelable material in lieu
of pre-formed gasket material. Position the butt joint of each length of joint material on
opposite sides of the manhole. No steel shims, wood, stones, or any material not
specifically accepted by the Engineer may be used to obtain final surface elevation of the
�a manhole frame.
In paved areas or future paved areas, castings shall be installed by using a straight edge
not less than ten (10)feet long so that the top of the casting will conform to the slope and
finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the
finished elevation. Allowances for the compression of the joint material shall be made to
assure a proper final grade elevation.
3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with
two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black'; Tnemec "46-
- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness.
4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire
brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint
sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be
wrapped with 6 mil plastic to protect the sealant from damage during backfilling.
0210912010 SC-18
PART D - SPECIAL CONDITIONS
C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include
all labor, equipment, and materials necessary for construction of the manhole including, but
not limited to, joint sealing, lift hole sealing and exterior surface coating. Payment shall not
include pavement replacement, which if required, shall be paid separately.
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 and exterior surface coating.
Payment shall not include pavement replacement, which if required, shall be paid separately.
The price bid for adjusting and/or sealing of existing manholes shall include all labor,
equipment and materials necessary for adjusting and/or sealing the manhole, including but
not limited to,joint sealing, lift hole sealing, and exterior surface coating.
Payment for concrete collars will be made per each. Payment for manhole inserts will be
made per each.
D-27 SANITARY SEWER SERVICES
Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be
required as shown on the plans, and/or as described in these Special Contact Documents in
addition to those located in the field and identified by the Engineer as active sewer taps. The
service connections shall be constructed by the Contractor utilizing standard factory
manufactured tees. City approved factory manufactured saddle taps may be used, but only as
directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a
case-by-case basis. The Contractor shall be responsible for coordinating the scheduling of
tapping crews with building owners and the Engineer in order that the work be performed in an
expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be
required. Severed service connections shall be maintained as specified in section C6-6.15.
D. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the
_ Contractor shall vertically adjust the existing sewer service line as required for reconnection
and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum
bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid
any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be
- replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer
services on sewers being rehabilitated using pipe enlargement methods shall be replaced to
the property or easement line or as directed by the Engineer. Procedures listed below for
Sewer Service Replacement shall be adhered to for the installation of any sewer service line
including the incidental four (4) feet of service line which is included in the price bid for
Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four
(4) feet of service line and all other associated appurtenances required shall be included in
the price bid for Sanitary Sewer Taps.
E. 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 Engineer shall determine the length of the
OZ109/201 o SC-19
PART D - SPECIAL CONDITIONS
replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as
approved by the Engineer. For situations involving sewer service re-routing, whether on
public or private property, the City shall provide line and grade for the sewer service lines as
shown on the project plans. Prior to installing the applicable sewer main or lateral and the
necessary service lines, the Contractor shall verify (by de-holing at the building clean-out) the
elevations (shown on the plans) at the building clean-out and compare the data with the
elevation at the proposed connection point on the sewer main, in order to ensure that the two
(2) percent minimum slope (or as specified by the Engineer) requirement is satisfied.
Elevations shall also be verified at all bend locations on the service re-route. All applicable
sewer mains, laterals and affected service lines that are installed without pre-construction de-
holing at the affected residences (to verify design elevations) shall be removed and replaced
as necessary at the Contractor's expense in the event grade conflicts are brought to light after
de-holing is conducted. All elevation information obtained by the Contractor shall be
submitted to the Inspector. The Engineer shall be immediately notified in the event that the
two (2) percent minimum slope is not satisfied. If the Contractor determines that a different
alignment for the re-route is more beneficial than shown on the plans, the Contractor shall
obtain and submit all relevant elevation information for the new alignment to the Inspector and
shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by
the Engineer) is satisfied. Prior to backfilling, the Contractor shall double check the grade of
the installed service line and submit signed documentation verifying that the line has been
installed as designed to the Engineer. The Contractor, at its sole expense, shall be required to
uncover any sewer service for which no grade verification has been submitted. All re-routes
• that are not installed as designed or fail to meet the City code shall be reinstalled at the
Contractor's expense. The Contractor shall ensure that the service line is backfilled and
compacted in accordance with the City Plumbing Code. Connection to the existing sewer
service line shall be made with appropriate adapter fittings. The fitting shall be a urethane or
neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. The
Contractor shall remove the existing clean-out and plug the abandoned sewer service line.
" The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or
relocations located on private property. Furthermore, the contractor shall utilize the services
of a licensed plumber for all service line work on private property. Permit(s) must be obtained
e from the City of Fort Worth Development Department for all service line work on private
property and all work related to the service line must be approved by a City of Fort Worth
Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to
beginning work on the sanitary sewer service re-route and proof of final acceptance by the
Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer
re-route.
a' Payment for work and materials such as backfill, removal of existing clean-outs, plugging the
abandoned sewer service line, double checking the grade of the installed service line, pipe
fittings, surface restoration on private property (to match existing), and all other associated
work for service replacements in excess of four (4) linear feet shall be included in the linear
foot price bid for sanitary sewer service line replacement on private property or public right of
way. Payment for all work and material involving the "tap" shall be included in the price bid for
sanitary sewer service taps.
D-28 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES
0210912010 SC-20
PART D - SPECIAL CONDITIONS
Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as
shown on the plans, and/or described in these Special Contract Documents in addition to those
v 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 VAULT LID: Existing water
meter and concrete vault lid shall be removed and returned to the Water Department
warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The
concrete vault shall be demolished in place to a point not less than 18 inches below final
grade. The concrete vault shall then be backfilled and compacted in accordance with backfill
method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated
material approved by the Engineer. Surface restoration shall be compatible with existing
surrounding surface and grade.
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 surrounding 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 E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall
be backfilled and compacted in accordance with backfill method as specified in Section
E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the
Engineer. Surface restoration shall be compatible with existing surrounding surface and
grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no
less than 18" below final grade.
E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be
abandoned by first closing the valve to the fully closed position and demolishing the valve box
in place to a point not less than 18 inches below final grade. Concrete shall then be used as
backfill material to match existing grade.
F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top
slab and lid removed and vault walls demolished to a point not less than 18" below final
grade. The void area caused shall then be backfilled and compacted in accordance with
backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
the existing surrounding grade.
G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes
entering or exiting the structure plugged with lean concrete. Manhole top or cone section
02/09/2010 SC-21
PART D - SPECIAL CONDITIONS
shall be removed to the top of the full barrel diameter section, or to point not less than 18
inches below final grade. The structure shall then be backfilled and compacted in accordance
with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either
clean washed sand of clean, suitable excavated material approved by the Engineer. Surface
restoration shall be compatible with surrounding service surface. Payment for work involved
in backfilling, plugging of pipe(s)and all other appurtenances required, shall be included in the
appropriate bid item-Abandon Existing Sewer Manhole.
H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting
the structure disconnected. The complete manhole, including top or cone section, all full
barrel diameter section, and base section shall be removed. The excavation shall then be
backfilled and compacted in accordance with backfill method as specified in Section E2-2.9
Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the
Engineer. Surface restoration shall be compatible with surrounding surface.
I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be
required to cut, plug, and block existing water mains/services or sanitary sewer mains/services
in order to abandon these lines. Cutting and plugging existing mains and/or services shall be
considered as incidental and all costs incurred will be considered to be included in the linear
foot bid price of the pipe, unless separate trenching is required.
J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the
Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire
hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage
Yard.
C. 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).
,s L. ABANDONMENT OF EXISTING SEWER LINES: Where plans call for abandonment of
existing sewer mains after the construction of a new sewer main, the Contractor shall be
responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a
final determination that all existing service connections have been relocated to the new main.
Once this determination has been made, the existing main will be abandoned as indicated
above in Item I.
D-29 DETECTABLE WARNING TAPES
Detectable underground utility warning tapes which can be located from the surface by a pipe
detector shall be installed directly above non-metallic water and sanitary sewer pipe. The
detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal,
and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective
inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents
found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall
0210912010 SC-22
or
PART D - SPECIAL CONDITIONS
not be less than two inches with a minimum unit weight of 2'/z pounds/1 inch/100'. The tape shall
be color coded and imprinted with the message as follows:
Type of Utility Color Code Legends
Water Safety Blue Caution! Buried Water Line Below
Sewer Safety Green 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 be included in the unit
price bid for the appropriate bid item(s).
D-30 PIPE CLEANING
Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall
be swept daily and kept clean during installation. A temporary night plug shall be installed on all
exposed pipe ends during any period of work stoppage.
D-31 DISPOSAL OF SPOIUFILL MATERIAL
Prior to the disposing of any spoil/fill material, the Contractor shall advise the City of Fort Worth's
Flood Plain Administrator("Administrator"), of the location of all sites where the Contractor intends
to dispose of such material. Contractor shall not dispose of such material until the proposed sites
have been determined by the Administrator to meet the requirements of the Flood Plain
Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved
by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A
floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is
required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall
- be evidenced by a letter signed by the Administrator stating that the site is not in a known flood
plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses
associated with obtaining the fill permit, including any necessary Engineering studies, shall be at
.� the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site
without a fill permit or a letter from the administrator approving the disposal site, Contractor shall
remove the spoil/fill material at his expense and dispose of such materials in accordance with the
Ordinances of the City and this section.
D-32 MECHANICS AND MATERIALMEN'S LIEN
The Contractor shall be required to execute a release of mechanics and material men's liens
upon receipt of payment.
D-33 SUBSTITUTIONS
The specifications for materials set out the minimum standard of quality, which the City believes
necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor
has received written permission of the Engineer to make a substitution for the material, which has
been specified. Where the term "or equal", or"or approved equal" is used, it is understood that if
a material, product, or piece of equipment bearing the name so used is furnished, it will be
approvable, as the particular trade name was used for the purpose of establishing a standard of
quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's
0210912010 SC-23
PART D - SPECIAL CONDITIONS
approval thereof must be obtained before the Contractor procures the proposed substitute.
Where the term `or equal', or `or approved equal' is not used in the specifications, this does not
- necessarily exclude alternative items or material or equipment which may accomplish the
intended purpose. However, the Contractor shall have the full responsibility of proving that the
proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall
be the sole 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-34 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be
abandoned, removed (except where being replaced in the same location), or rehabilitated
(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 and scouring
manhole walls and floor. The gun shall be capable of producing flows from a fine spray to
a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps,
and hydraulically driven hose reel.
Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in
., such a way that a portion of the dam may be collapsed at any time during the cleaning
operation to protect against flooding of the sewer. The movable dam shall be equal in
diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls
or other equipment, which cannot be collapsed, is used, special precautions to prevent
- flooding of the sewers and public or private property shall be taken. The flow of sewage
present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning
devices whenever possible.
2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using
high-velocity jet equipment. The equipment shall be capable of removing dirt, grease,
rocks, sand, and other materials and obstructions from the sewer lines and manholes. If
cleaning of an entire section cannot be successfully performed from one manhole, the
equipment shall be set up on the other manhole and cleaning again attempted. If, again,
successful cleaning cannot be performed or equipment fails to traverse the entire manhole
section, it will be assumed that a major blockage exists, and the cleaning effort shall be
abandoned. When additional quantities of water from fire hydrants are 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
UW
o2/09/201 o SC-24
PART D - SPECIAL CONDITIONS
Contractor shall be responsible for the water meter and related charges for the setup,
including the water usage bill. All expenses shall be considered incidental to cleaning.
.y
3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid
or semisolid material resulting from the cleaning operation shall be removed at the
downstream manhole of the section being cleaned. Passing material from manhole
section to manhole section, which could cause line stoppages, accumulations of sand in
wet wells, or damage pumping equipment, shall not be permitted.
4. All solids or semisolid resulting from the cleaning operations shall be removed from the
site and disposed of at a site designated by the Engineer. All materials shall be removed
from the site no less often than at the end of each workday and disposed of at no
additional cost to the City.
5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES.
6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The
camera shall be operative 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.
B. EXECUTION:
1. TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to permit proper documentation of
any sewer service taps. In no case will the television camera be pulled at a speed greater
than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds
or other devices that do not obstruct the camera view or interfere with proper
documentation shall be used to move the camera through the sewer line.
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up between the two
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
inspection videotapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of meter 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 of retrieving the Television camera, under all
02/09/2010 SC-25
PART D - SPECIAL CONDITIONS
circumstances, when it becomes lodged during inspection, shall be incidental to Television
inspection.
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by
the Contractor and will clearly show the location in relation to an adjacent manhole of each
sewer service taps observed during inspection. In addition, other points of significance
such as locations of unusual conditions, roots, storm sewer connections, broken pipe,
presence of scale and corrosion, and other discernible features will be recorded, and a
copy of such records will be supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interfere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be furnished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days.
Equipment shall be provided to the City by the Contractor for review of the tapes. The
Engineer will return tapes to the Contractor upon completion of review. 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 SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION
-- FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes
by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer
are to be corrected. The Engineer will return tapes to the Contractor upon completion of
,,. review.
All costs associated with this work shall be incidental to unit prices bid for items under
Television Inspection of the Proposal.
C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of
+ sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall
provide the Engineer with tapes of a quality that the particular piece of sewer can be readily
evaluated as to existing sewer conditions and for providing appropriate means for review of
the tapes by the Engineer including collection and removal, transportation and disposal of
sand and debris from the sewers to a legal dump site.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner)to
'' provide video image required for line analysis.
0210912010 SC-26
PART D - SPECIAL CONDITIONS
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 cleaning of that portion of line shall
be incidental and no payment shall be made.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at the
option of the Contractor, and the costs must be included in the bid price for TV Inspections.
The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged
during inspection, shall be incidental to TV Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping required
* to provide reliable, regular sewer service to the area residents. All bypass pumping shall be
incidental to the project.
D-35 VACUUM TESTING OF SANITARY SEWER MANHOLES
A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer
manholes.
B. EXECUTION:
1. TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with
all connections in place. Lift holes shall be plugged, and all drop-connections and gas
sealing connections shall be installed prior to testing.
The sewer lines entering the manhole shall be plugged and braced to prevent the plugs
from being drawn into the manhole. The plugs shall be installed in the lines beyond the
drop-connections, gas sealing connections, etc. The test head shall be placed inside the
frame at the top of the manhole and inflated in accordance with the manufacturer's
recommendations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the
vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read
after the required test time. The required test time shall be determined from the Table I
below in accordance with ASTM C1244-93:
Table I
MINIMUM TIME REQUIRED FOR VACUUM DROP
OF 1" Hg (10"Hg -91'Hg) (SEC)
Depth of MH. 48-Inch Dia. 60-Inch Dia.
(FT.) Manhole Manhole
0 to 16' 40 sec. 52 sec.
18' 45 sec. 59 sec.
20' 50 sec. 65 sec.
22' 55 sec. 72 sec.
24' 59 sec. 78 sec.
26' 64 sec. 85 sec.
0210912010 SC-27
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PART D - SPECIAL CONDITIONS
28' 69 sec. 91 sec.
30' 74 sec. 98 sec.
For Each 5 sec. 6 sec.
Additional 2'
1. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of
vacuum is less than one-inch of mercury (1" Hg) after the required test time. Any
manhole, which fails to pass the initial test, must be repaired by either pressure grouting
through the manhole wall or digging to expose the exterior wall of the manhole in order to
locate the leak and seal it with an epoxy sealant. The manhole shall be retested as
L] described above until it has successfully passed the test.
Following completion of a successful test, the manhole shall be restored to its normal
condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be
= removed and disposed of in a manner satisfactory to the Engineer.
C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the
contract price per each vacuum test. This price shall include all material, labor, equipment,
and all incidentals, including all bypass pumping, required to complete the test as specified
herein.
D-36 BYPASS PUMPING
The Contractor shall bypass the sewage around the section or sections of sewer to be
rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole
and pumping the sewage into a downstream manhole or adjacent system or other method as may
be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size
to handle the flow without sewage backup occurring to facilities connected to the sewer.
Provisions shall be made at driveways and street crossings to permit safe vehicular travel without
interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted
to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or
replacement of the sewer line.
D-37 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television
inspection performed by an independent sub-Contractor hired by the prime Contractor. Work
shall consist of furnishing all labor, material, and equipment necessary for inspection of the
sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to
protect the sewer lines from damage that might be inflicted by the improper use of cleaning
equipment.
B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall
be one specifically designed and constructed for such inspection. Lighting for the camera
shall be operative in 100% humidity conditions. The camera, television monitor, and other
components of the video system shall be capable of producing picture quality to the
satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no
payment will be made for an unsatisfactory inspection.
0210912010 SC-28
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PART D - SPECIAL CONDITIONS
C. EXECUTION:
1. TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to permit proper documentation of
any sewer service taps. In no case will the television camera be pulled at a speed greater
than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds
or other devices that do not obstruct the camera view or interfere with proper
documentation shall be used to move the camera through the sewer line. No more than
2000 linear feet of pipe will be televised at one time for review by the Engineer.
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up between the two
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
inspection video tapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of meter device. Marking on the cable, or
the like, which would require interpolation for depth of manhole, will not be allowed.
' Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfactory to the Engineer.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor. The cost or retrieving the Television camera, under all
circumstances, when it becomes lodged during inspection, shall be incidental to Television
inspection.
Sanitary sewer mains must be laced with enough water to fill all low pints. The television
' inspection must be done immediately following the lacing of the main with no water flow. If
sewer is active, flow must be restricted to provide a clear image of sewer being inspected.
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by
the Contractor and will clearly show the location in relation to an adjacent manhole of each
sewer service tap observed during inspection. All television logs shall be referenced to
stationing as shown on the plans. A copy of these television logs will be supplied to the
City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interfere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be furnished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days. Equipment shall be
provided to the City by the Contractor for review of the tapes. Tapes will be returned to
0210912010 SC-29
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PART D - SPECIAL CONDITIONS
the Contractor upon completion of review by the Engineer. Tapes shall not be erased
without the permission of the Engineer.
If the tapes are of such poor quality that the Engineer is unable to evaluate the condition
of the sewer line or to locate service connections. the Contractor shall be required to re-
televise and provide a good tape of the 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.
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-38 SAMPLES AND QUALITY CONTROL TESTING
A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all
materials proposed to be used on the project, including a mix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to
be used along with the name of the pit from which the material was taken. The contractor
shall provide manufacturer's certifications for all manufactured items to be used in the project
and will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
days prior to the placing of concrete using the same aggregate, cement, and mortar which are
to be used later in the concrete. The Contractor shall provide a certified copy of the test
results to the City.
C. Quality control testing of in-place material on this project will be performed by the city at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates as
determined by the City. The failure of the City to make any tests of materials shall in no way
relieve the contractor of its responsibility to furnish materials and equipment conforming to the
requirements of the contract.
D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations
requiring testing. The Contractor shall provide access and trench safety system (if required)
0210912010 SC-30
PART D - SPECIAL CONDITIONS
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-39 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL(FOR
DISTURBED AREAS LESS THAN 1 ACRE)
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-earth material exposed by
excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control
IL J measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or
other areas of water impoundment. Such work may involve the construction of temporary
berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats,
seeding, or other control devices or methods directed by the Engineer as necessary to control
soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion
that may develop during construction prior to installation of permanent pollution control
features, but are not associated with permanent control features on the project. The Engineer
will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to
be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading,
mulching, seeding, and other such permanent pollution-control measures current in
accordance with the accepted schedule. Should seasonal conditions make such limitations
unrealistic, temporary soil-erosion-control measures shall be performed as directed by the
Engineer.
2. Waste or disposal areas and construction roads shall be located and constructed in a
manner that will minimize the amount of sediment entering streams.
3. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or
other structures shall be used wherever an appreciable number of stream crossings are
necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment
shall not be operated in live streams.
4. When work areas or material sources are located in or adjacent to live streams, such
areas shall be separated from the stream by a dike or other barrier to keep sediment from
entering a flowing stream. Care shall be taken during the construction and removal of
such barriers to minimize the muddying of a stream.
0210912010 SC-31
PART D - SPECIAL CONDITIONS
5. All waterways shall be cleared as soon as practicable of false work, piling, debris or other
obstructions placed during construction operations that are not a part of the finished work.
6. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and
reservoirs with fuels, oils, bitumen, calcium chloride or other harmful materials. He shall
conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes
and reservoirs and to avoid interference with movement of migratory fish.
C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide
temporary erosion control shall be considered subsidiary to the contract and no extra pay will
be given for this work.
D-40 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES
The Contractor shall provide ingress and egress to the property being crossed by this
construction and adjacent property when construction is not in progress and at night. Drives shall
be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his
activities to minimize obstruction of access to drives and property during the progress of
construction. Notification shall be made to an owner prior to his driveway being removed and/or
3 rebuilt.
D-41 PROTECTION OF TREES, PLANTS AND SOIL
All property along and adjacent to the Contractors' operations including lawns, yards, shrubs,
trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or
better than prior to start of work.
~ Any trees or other landscape features scarred or damaged by the Contractor's operations shall be
restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will
be permitted only by experienced workmen in an approved manner (No trimming or pruning
without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly
treated as soon as possible with a tree wound dressing.
By ordinance, the Contractor must obtain a permit from the City Forester before any work
(trimming, removal, or root pruning) can be done on trees or shrubs growing on public property
including street Rights-of-Ways and designated alleys. This permit can be obtained by calling the
Forestry Office at 817-392-5738. All tree work shall be in compliance with pruning standards for
Class II Pruning as described by the National Arborist Association. A copy of these standards
can be provided by calling the above number. Any damage to public trees due to negligence by
the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined
by the International Society of Arboriculture. Payment for negligent damage to public trees shall
be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall
be immediately sealed using a commercial pruning paint.
No separate payment will be made for any of the work involved for this item and all costs incurred
will be considered a subsidiary cost of the project.
D-42 SITE RESTORATION
0210912010 SC-32
PART D - SPECIAL CONDITIONS
The contractor shall be responsible for restoring the site to original grade and condition after
completion of his operations subject to approval of the Engineer. The basis for approval by the
Engineer will be grade restoration to plus minus one-tenth (0.1)of a foot.
D-43 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-44 TOPSOIL, SODDING, SEEDING & HYDROMULCHING
This item shall be performed in accordance with the City of Fort Worth Parks and Community
Services Department Specifications for Topsoil, Sodding and Seeding.
1. TOPSOIL
DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of
topsoil, free from rock and foreign material, in all parkways and medians to the lines and
grades as established by the Engineer.
CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to
supplement material secured from street excavation. All excavated materials from streets
which is suitable for topsoil will be used in the parkways and medians before any topsoil is
obtained from a borrow source. Topsoil 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
DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St.
Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on
embankments or cut slopes, or in such areas as designated on the Drawings and in
accordance with the requirements of this Specification. Recommended Buffalo grass varieties
for sodding are Prairie and 609.
MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass
secured from sources where the soil is fertile. Sod to be placed during the dormant state of
these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a
- healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum
thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy,
virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness
of native soil attached to the roots.
The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter
deleterious to its growth or which might affect its subsistence or hardiness when transplanted.
ov0912010 SC-33
PART D - SPECIAL CONDITIONS
Sod to be placed between curb and walk and on terraces shall be the same type grass as
adjacent grass or existing lawn.
Care shall be taken at all times to retain native soil on the roots of the sod during the process
of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug
_ until planted. When so directed by the Engineer, the sod existing at the source shall be
watered to the extent required prior to excavating. Sod material shall be planted within three
days after it is excavated.
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of the
contract, sodding of the type specified shall be performed in accordance with the
requirements hereinafter described. Sodding shall be either"spot"or"block"; either Bermuda,
Buffalo or St. Augustine grass.
a. Spot Sodding
Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the
dimensions shown on the Drawings, shall be opened on areas to be sodded. In all
furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch
centers at proper depth so that the top of the sod shall not be more than one-half (1/2)
inch below the finished grade. Holes of equivalent depth and spacing may be used
instead of furrows. The soil shall be firm around each block and then the entire sodded
area shall be carefully rolled with a heavy, hand roller developing fifteen (15)to twenty-five
(25) pounds per square inch compression. Hand tamping may be required on terraces.
b. Block Sodding.
At locations on the Drawings or where directed, sod blocks shall be carefully placed on the
prepared areas. The sod shall be so placed that the entire designated area shall be
covered, and any voids left in the block sodding shall be filled with additional sod and
tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact
solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to
the height or slope of the surface or nature of the soil, shall, upon direction of the
Engineer, be pegged with wooden pegs driven through the sod block to the firm earth,
sufficiently close to hold the block sod firmly in place.
When necessary, the sodded areas shall be smoothed after planting has been completed
and shaped to conform to the cross-section previously provided and existing at the time
sodding operations were begun. Any excess dirt from planting operations shall be spread
uniformly over the adjacent areas or disposed of as directed by the Engineer so that the
completed surface will present a sightly appearance.
The sodded areas shall be thoroughly watered immediately after they are planted and
shall be subsequently watered at such times and in a manner and quantity directed by the
Engineer until completion and final acceptance of the project by the City of Fort Worth.
3. SEEDING
0210912010 SC-34
PART D - SPECIAL CONDITIONS
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.
MATERIALS:
a. General. All seed used must carry a Texas Testing Seed label showing purity and
germination, name, type of seed, and that the seed meets all requirements of the Texas
Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis
shown on each tag shall be within nine (9) months of time of delivery to the project. Each
variety of seed shall be furnished and delivered in separate bags or containers. A sample
of each variety of seed shall be furnished for analysis and testing when directed by the
Engineer.
The specified seed shall equal or exceed the following percentages of Purity and
germination:
Common Name Purity Germination
Common Bermuda Grass 95% 90%
Annual Rye Grass 95% 95%
Tall Fescue 95% 90%
Western Wheatgrass 95% 90%
Buffalo Grass Varieties
Top Gun 95% 90%
Cody 95% 90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS)
Mixture for Clay or Tight Soils Mixture for
Sandy Soils
Dates (Eastern Sections) (Western Sections) (All Sections)
Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60
to Buffalograss 60 Bermudagrass 20 Buffalograss 40
May 1
Total: 100 Total: 100 Total: 100
Table, 120.2.(2)b
TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS)
Dates (All Sections)
Aug 15 Tall Fescue 50
to Western Wheatgrass 50
May 1 Annual Rye 50
Total: 100
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of this
Contract, seeding of the type specified shall be performed in accordance with the
requirements hereinafter described.
0210912010 SC-35
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PART D - SPECIAL CONDITIONS
a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent
- washing of the slopes or dislodgment of the seed.
b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after
seed bed preparation has been completed and shaped to conform to the cross-section
previously provided and existing at the time planting operations were begun.
BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly
distributed over the areas shown on the Drawings and where directed. If the sowing of seed
is by hand, rather than by mechanical methods, the seed shall be sown in two directions at
right angles to each other. 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-45, Construction Methods, is not applicable since no seed bed preparation is
required.
DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall
be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be
reduced to less than one (1) inch in diameter or they shall be removed. The area shall then
be finished to line and grade as specified under "Finishing" in Section D-45, 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"Cu lti packer'type. All rolling of the slope areas shall be on the contour.
ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to
be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the
seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed.
The area shall then be finished to line and grade as specified under "Finishing" in Section D-
45, Construction Methods.
Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six
(6)inches is thoroughly moistened.
After the watering, when the ground has become sufficiently dry to be loose and pliable, the
seed, or seed mixture specified, shall then be planted at the rate required and the application
shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods,
the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may
be distributed at the same time, provided the specified uniform rate of application for both is
•• obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of
approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface
without ruts or tracks. In between the time compacting is completed and the asphalt is
applied, the planted area shall be watered sufficiently to assure uniform moisture from the
surface to a minimum of six (6) inches in depth.
The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall
be of the type and grade as shown on the Drawings and shall conform to the requirements of
OW0912010 SC-36
PART D - SPECIAL CONDITIONS
the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown
on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the
asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to
the area in such a manner so that a complete film is obtained and the finished surface shall
be comparatively smooth.
RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where
temporary cool 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 cult packer wheel.
4. HYDROMULCH SEEDING:
If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda grass and
have a germination rate of 90%. Contractor shall ensure that the grass establishes.
5. CONSTRUCTION WITHIN PARK AREAS
TURF RESTORATION OF PARK AREAS: FERTILIZER
DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas
as are designated on the Drawings and in accordance with these Specifications.
MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled
showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in
accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with
an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures
in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients
respectively as determined by the methods of the Association of Official Agricultural Chemists.
In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted
or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and
applied per acre shall equal or exceed that specified for each nutrient.
CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and
proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to
be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry
and in good physical condition. Fertilizer that is powdered to caked will be rejected.
Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer.
Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average
rate of three hundred (300) pounds per acre for all types of"Sodding" and four hundred (400)
pounds per acre for all types of"Seeding".
0210912010 SC-37
PART D - SPECIAL CONDITIONS
MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard
in place on the project site. Measurement will be made only on topsoils secured from borrow
sources.
Acceptable material for"Seeding"will be measured by the linear foot, complete in place.
Acceptable material for"Sodding"will be measured by the linear foot, complete in place.
Acceptable material for"Fertilizer" shall be subsidiary to the price of sodding or seeding.
PAYMENT: All work performed as ordered and measured shall be subsidiary to the contract
unless and otherwise noted in the plans and bid documents to 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 furnished and measured as provided under"Measurement"
shall be paid for at the unit price for"Seeding", or"Sodding", of the type specified, as the case
may be, which price shall each be full compensation for furnishing all materials and for
performing all operations necessary to complete the work accepted as follows:
�s Fertilizer material and application will not be measured or paid for directly, but is considered
subsidiary to Sodding and Seeding.
D-45 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-46 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION
7. Prior to the final inspection being conducted for the project, the contractor shall contact the
city inspector in writing when the entire project or a designated portion of the project is
substantially complete.
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PART D - SPECIAL CONDITIONS
8. The inspector along with appropriate City staff and the City's consultant shall make an
inspection of the substantially completed work and prepare and submit to the contractor a
list of items needing to be completed or corrected.
9. The contractor shall take immediate steps to rectify the listed deficiencies and notify the
owner in writing when all the items have been completed or corrected.
10. 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.
0 11. Final inspection shall be in conformance with general condition item "C5-5.18 Final
Inspection"of PART C- GENERAL CONDITIONS.
D-47 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS)
1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs,
tree trunks, and tree roots at each work site. All such measures shall be considered as
incidental work included in the Contract Unit Price bid for applicable pipe or structure
installation except for short tunneling/tree augering.
2. Any and all trees located within the equipment operating area at each work site shall, at
the direction of the Engineer, be protected by erecting a "snow fence" along the drip line
or edge of the tree root system between tree and the construction area.
3. Contractor shall inspect each work site in advance and arrange to have any tree limbs
pruned that might be damaged by equipment operations. The Engineer shall be notified
at least 24 hours prior to any tree trimming work. No trimming work will be permitted within
private property without written permission of the Owner.
u
4. Nothing shall be stored over the tree root system within the drip line area of any tree.
5. Before excavation (off the roadway)within the drip line area of any tree, the earth shall be
sawcut for a minimum depth of 2 feet.
6. At designated locations shown on the drawings, the "short tunnel" method using Class 51
" D.I. pipe shall be utilized.
7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during
construction shall be removed and replaced with the same type and diameter tree at the
contractor's expense.
8. Contractor shall employ a qualified landscaper for all the work required for tree care to
ensure utilization of the best agricultural practices and procedures.
9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter
shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe
installation shall be pressure grouted.
D-48 CONCRETE ENCASEMENT OF SEWER PIPE
0210912010 SC-39
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PART D - SPECIAL CONDITIONS
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.
E D-49 CLAY DAM
Clay dam construction shall be performed in accordance with the Wastewater Clay Dam
Construction, figure in the Drawings in these Specifications, at locations indicated on the
Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an
impervious barrier to reduce groundwater percolation through the pipeline trench. Construction
material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as
forming, placing and finishing shall be subsidiary to the price bid for pipe installation.
D- 50 EXPLORATORY EXCAVATION (D-HOLE)
z, The Contractor shall be responsible for verifying the locations of all existing utilities prior to
construction, in accordance with item D-6. At locations identified on the drawings, contractor shall
conduct an exploratory excavation (D-Hole), to locate and verify the location and elevation of the
existing underground utility where it may be in potential conflict with a proposed facility alignment.
The exploratory excavation shall be conducted prior to construction of the entire project only
at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report
of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the
y start of construction of the entire project. If the contractor determines an existing utility is in
conflict with the proposed facility, the contractor shall contact the engineer immediately for
appropriate design modifications.
The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain
a safe and proper driving surface to ensure the safety of the general public and to meet the
.� approval of the City inspector. The contractor shall be liable for any and all damages incurred
due to the exploratory excavation (D-Hole).
Payment shall not be made for verification of existing utilities per item D-6. Payment for
exploratory excavation (D-Hole), at locations identified on the plans or as directed by the
Engineer, shall include full compensation for all materials, excavation, surface restoration, field
surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No
payment shall be made for exploratory excavation(s)conducted after construction has begun.
D-51 INSTALLATION OF WATER FACILITIES
51.1 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).
51.2 Blocking
Concrete blocking on this Project will necessarily be required as shown on the Plans and
shall be installed in accordance with the General Contract Documents. All valves shall
.. have concrete blocking provided for supporting. No separate payment will be made for
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PART D - SPECIAL CONDITIONS
any of the work involved for the item and all costs incurred will be considered to be
included in the linear foot bid price of the pipe or the bid price of the valve.
51.3 Type of Casing Pipe
1. WATER:
The casing pipe for open cut and bored or tunneled section shall be AWWA C-200
Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions
of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents
and Specifications for Water Department Projects. The steel casing pipe shall be
supplied as follows:
For the inside and outside of casing pipe, coal-tar protective coating in accordance
with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up
after field welds shall provide coating equal to those specified above. C. Minimum
thickness for casing pipe used shall be 0.375 inch.
Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade
Waterworks Manufacturing Company or an approved equal shall be used on all non-
concrete pipes when installed in casing. Installation shall be as recommended by the
Manufacturer.
2. SEWER:
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.
51.4 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
t 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.
51.5 Connection of Existing Mains
The Contractor shall determine the exact location, elevation, configuration and angulation
of existing water or sanitary sewer lines prior to manufacturing of the connecting piece.
- Any differences in locations, elevation, configuration, and or angulation of existing lines
between the contract drawings and what may be encountered in the said work shall be
considered as incidental to construction. Where it is required to shut down existing mains
in order to make proposed connections, such down time shall be coordinated with the
Engineer, and all efforts shall be made to keep this down time to a minimum. In case of
shutting down an existing main, the Contractor shall notify the City Project Manager,
Construction Services, Phone 817-392-8306, at least 48-hours prior to the required shut
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PART D - SPECIAL CONDITIONS
down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION
OF SERVICE, Page C5-5(5), PART C - GENERAL CONDITIONS OF THE WATER
DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL
SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing
as to the location, time, and schedule of the service interruption.
The cost of removing any existing concrete blocking shall be included in the cost of
connection. Unless bid separately all cost incurred shall be included in the linear foot
price bid for the appropriate pipe size.
51.6 Valve Cut-Ins
It may be necessary to cut-in gate valves to isolate the water main from which the
-. extension and/or replacement is to be connected. This may require closing valves in other
lines and putting consumers out of service for that period of time necessary to cut in the
new valve; the work must be expedited to the utmost and all such cut-ins must be
coordinated with the engineer in charge of inspection. All consumers shall be individually
advised prior to the shut out and advised of the approximate length of time they may be
without service.
" Payment for work such as backfill, bedding, fittings, blocking and all other associated
appurtenants required, shall be included in the price of the appropriate bid items.
51.7 Water Services
The relocation, replacement, or reconnection of water services will be required as shown
on the plans, and/or as described in these Special Contract Documents in addition to
those located in the field and identified by the Engineer.
All service's shall be constructed by the contractor utilizing approved factory manufactured
tap saddles (when required) and corporation stops, type K copper water tubing, curb stops
with lock wings, meter boxes, and if required approved manufactured
service branches. All materials used shall be as specified in the Material Standards (E1-
17 & E1-18)contained in the General Contract Documents.
All water services to be replaced shall be installed at a minimum depth of 36 inches below
final grade.
All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-
inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation
from the main line to the meter box.
All services which are to be replaced or relocated shall be installed with the service main
tap and service line being in line with the service meter unless otherwise directed by the
Engineer.
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
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PART D - SPECIAL CONDITIONS
water service in the proposed location and receipt of a meter from the project inspector the
contractor shall install the meter. The meter box shall be reset as necessary to be flush
with existing ground or as otherwise directed by the Engineer. All such work on the
outlet side of the service meter shall be performed by a licensed plumber.
1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is
required when the existing service is lead or is too shallow to avoid breakage during street
reconstruction. The contractor shall replace the existing service line with Type K copper
from the main to the meter, curb stop with lock wings, and corporation stop.
Payment for all work and materials such as backfill, fittings, type K copper tubing, curb
stop with lock wings, service line adjustment, and any relocation of up to 12-inches from
�+ center line existing meter location to center line proposed meter location shall be included
in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind
Meter. Any vertical adjustment of customer service line within the 5 foot area shall be
subsidiary to the service installation.
Payment for all work and materials such as tap saddle (if required), corporation stops, and
fittings shall be included in the price bid for Service Taps to Main.
1. 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 furnish a new tap with corporation stop. The contractor will be paid for
one (1) Service Tap to Main for each service reconnected plus for any copper service line
used in excess of five (5)feet from Main to five (5)feet behind the Meter.
2. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement
and relocation of a water service and meter box is required and the location of the meter
' and meter box is moved more than twelve (12) inches, as measured from the center line
of the existing meter to location to the center line of the proposed meter location, separate
payment will be allowed for the relocation of service meter and meter box. Centerline is
defined by a line extended from the service tap through the meter. Only relocations made
perpendicular to this centerline will be paid for separately. Relocations made along the
centerline will be paid of in feet of copper service line.
When relocation of service meter and meter box is required, payment for all work and
materials such as backfill, fittings, five (5) feet of type K copper service and all materials,
labor, and equipment used by and for the licensed plumber shall be included in the price
bid for the service meter relocation. All other costs will be included in other appropriate bid
item(s).
- This item will also be used to pay for all service meter and meter box relocations as
required by the Engineer when the service line is not being replaced. Adjustment of only
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,
0210912010 SC-43
PART D - SPECIAL CONDITIONS
and meter box. Reinforced plastic meter boxes with cast iron lid shall be provided for all 2
inch water meters or smaller. The reinforced plastic water meter boxes shall comply with
section El-18A—Reinforced Plastic Water Meter Boxes.
Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb
stop with lock wings shall be included in the Linear Foot price bid for Service Line from
Main to Meter five (5)feet behind the meter.
Payment for all work and materials such as tap saddle, corporation stops, and fittings shall
be included in the price bid for Service Taps to Mains.
Payment for all work and materials such as furnishing and setting new meter box shall be
included in the price bid for furnish and set meter box.
1. 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).
2. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple
service lines with taps servicing a single service meter encountered during construction
shall be replaced with one service line that is applicable for the size of the existing service
meter and approved by the Engineer.
Payment shall be made at the unit bid price in the appropriate bid item(s).
51.8 2-Inch Temporary Service Line
A. The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide
temporary water service to all buildings that will necessarily be required to have severed
water service during said work. The contractor shall be responsible for coordinating the
schedule of the temporary service connections and permanent service reconnections with
the building owners and the Engineer in order that the work be performed in an
expeditious manner. Severed water service must be reconnected within 2 hours of
discontinuance of service.
A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an
appropriate fire hydrant adapter fitting shall be required at the temporary service point of
connection to the City water supply. The 2-inch temporary service main and 3/4-inch
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
r r lime (HTH)prior to installation.
The out-of-service meters shall be removed, tagged and collected by the Contractor for
_ delivery to the Water Department Meter Shop for reconditioning or replacement. Upon
restoring permanent service, the Contractor shall re-install the meters at the correct
location. The meter box shall be reset as necessary to be flush with the existing ground or
as otherwise directed by the Engineer.
The temporary service layout shall have a minimum available flow rate of 5 GPM at a
dynamic pressure of 35 PSI per service tap.This criteria shall be used by the Contractor to
0210912010 SC-44
PART D - SPECIAL CONDITIONS
determine the length of temporary service allowed, number of service taps and number of
feed points.
When the temporary service is required for more than one location the 2-inch temporary
service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next
successive project location.
Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service
connections, removal of temporary services and all other associated appurtenants
required, shall be included in the appropriate bid item.
B. In order to accurately measure the amount of water used during construction, the
Contractor will install a fire hydrant meter for all temporary service lines. Water used
during construction for flushing new mains that cannot be metered from a hydrant will be
estimated as accurately as possible. At the pre-construction conference the contractor will
advise the inspector of the number of meters that will be needed along with the locations
where they will be used. The inspector will deliver the hydrant meters to the locations.
After installation, the contractor will take full responsibility for the meters until such time as
the contractor returns those meters to the inspector. Any damage to the meters will be the
sole responsibility of the contractor. The Water Department Meter Shop will evaluate the
condition of the meters upon return and if repairs are needed the contractor will receive an
invoice for those repairs. The issued meter is for this specific project and location only.
•- Any water that the contractor may need for personal use will require a separate hydrant
meter obtained by the Contractor, at its cost, from the Water Department.
51.9 Purging and Sterilization of Water Lines
Before being placed into service all newly constructed water lines shall be purged and
sterilized in accordance with E2-24 of the General Contract Documents and Specifications
except as modified herein. The City will provide all water for INITIAL cleaning and
` sterilization of water lines. All materials for construction of the project, including
appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be
furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities
to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be
measured after 24 hours and shall not be less than 10 parts per million of free chlorine.
Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary
sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The
line may not be placed in service until two successive sets of samples, taken 24 hours
apart, have met the established standards of purity.
Purging and sterilization of the water lines shall be considered as incidental to the project
and all costs incurred will be considered to be included in the linear foot bid price of the
pipe.
51.10 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
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PART D - SPECIAL CONDITIONS
51.11 Water Sample Station
GENERAL:
All water sampling station installations will be per attached Figure 34 or as required in
large water meter vaults as per Figure 33 unless otherwise directed by the Engineer.
The appropriate water sampling station will be furnished to the Contractor free of charge;
however, the Contractor will be required to pick up this item at the Field Operations
Warehouse.
PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials
necessary for the installation of the 3/4-inch type K copper service line will be shall be
included in the price bid for copper Service Line from Main to Meter.
Payment for all work and materials necessary for the installation tap saddle (if required),
corporation stops, and fittings shall be included in the price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station,
concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper
service line which are required to provide a complete and functional water sampling station
shall be included in the price bid for Water Sample Stations.
PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials
* necessary for the installation tap saddle, gate valve, and fittings shall be included in the
price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station,
modification to the vault, fittings, and all type K copper service line which are required to
provide a complete and functional water sampling station shall be included in the price bid
for Water Sample Stations.
51.12 Ductile Iron and Gray Iron Fittings
Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe,
Y fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings:
E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron
fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price
bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene
wrapping, horizontal concrete blocking, vertical tie-down 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.
D-52 SPRINKLING FOR DUST CONTROL
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PART D - SPECIAL CONDITIONS
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will be made for this item and it shall be considered to this
contract.
D-53 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 will be
considered to be included in the project price.
D- 54 TRENCH EXCAVATION ON DEEP TRENCHES
Contractor to prevent any water flowing into open trench during construction. Contractor shall not
leave excavated trench open overnight. Contractor shall fill any trench the same day of
excavation. No extra payment shall be allowed for this special condition.
D-55 TREE PRUNING
A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees".
B. ROOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
C. NATURAL RESOURCES PROTECTION FENCE
3. Steel "T" = Bar stakes, 6 feet long.
4. Smooth Horse-Wire: 14-1/2 gauge (medium gauge)or 12 gauge (heavy gauge).
5. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red
color.
6. Combination Fence: Commercially manufactured combination soil separator fabric on
wire mesh backing as shown on the Drawings.
D. ROOT PRUNING
7. Survey and stake location of root pruning trenches as shown on drawings.
,Q
8. Using the approved specified equipment, make a cut a minimum of 36 inches deep in
order to minimize damage to the undisturbed root zone.
0210912010 SC-47
PART D - SPECIAL CONDITIONS
9. Backfill and compact the trench immediately after trenching.
10. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the
Engineer.
11. Within 24 hours, prune flush with ground and backfill any exposed roots due to
construction activity. Cover with wood chips of mulch in order to equalize soil
temperature and minimize water loss due to evaporation.
12. 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: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation
on areas designated by the Engineer.
F. Tree Pruning shall be considered subsidiary to the project contract price.
D- 56 TREE REMOVAL
Trees to be removed shall be removed using applicable methods, including stump and root ball
removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing
utilities both overhead and buried. The Contractor shall immediately repair or replace any
damage to utilities and private property including, but not limited to, water and sewer services,
pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree
removal, including temporary service costs, shall be considered subsidiary to the project contract
price and no additional payment will be allowed.
D- 57 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
all prospective bidders, and any bidder on this project shall submit his bid under this condition.
Whether prospective bidders perform this subsurface exploration jointly or independently, and
whether they make such determination by the use of test holes or other means, shall be left to the
discretion of such prospective bidders.
- If test borings have been made and are provided for bidder's information, at the locations shown
on the logs of borings in the appendix of this specification, it is expressly declared that neither the
City nor the Engineer guarantees the accuracy for the information or that the material
_ encountered in excavations is the same, either in character, location, or elevation, as shown on
the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations,
as 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.
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PART D - SPECIAL CONDITIONS
D- 58 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION
OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION
Prior to beginning construction on any block in the project, the contractor shall, on a block by
block basis, prepare and deliver a notice or flyer of the pending construction to the front door of
each residence or business that will be impacted by construction. The notice shall be prepared as
follows:
The notification notice or flyer shall be posted seven (7) days prior to beginning any construction
activity on each block in the project area. The flyer shall be prepared on the Contractor's
letterhead and shall include the following information: Name of Project, City Project No (CPN).,
Scope of Project (i.e. type of construction activity), actual construction duration within the block,
the name of the contractor's foreman and his phone number, the name of the City's inspector and
his phone number and the City's after-hours phone number. A sample of the `pre-construction
notification'flyer is attached.
The contractor shall submit a schedule showing the construction start and finish time for each
block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City
Inspector for his review prior to being distributed. The contractor will not be allowed to begin
construction on any block until the flyer is delivered to all residents of the block.
In the event it becomes necessary to temporarily shut down water service to residents or
businesses during construction, the contractor shall prepare and deliver a notice or flyer of the
pending interruption to the front door of each affected resident. The notice shall be prepared as
follows:
The notification or flyer shall be posted twenty-four (24) prior to the temporary interruption. The
flyer shall be prepared on the contractor's letterhead and shall include the following information:
Name of the project, City Project Number, the date of the interruption of service, the period the
interruption will take place, the name of the contractor's foreman and his phone number and the
name of the City's inspector and his phone number. A sample of the temporary water service
interruption notification is attached.
A copy of the temporary interruption notification shall be delivered to the inspector for his review
prior to being distributed. The contractor shall not be permitted to proceed with interruption of
water service until the flyer has been delivered to all affected residents and businesses.
Electronic versions of the sample flyers can be obtained from the Project Construction Inspector..
All work involved with the notification flyers shall be considered subsidiary to the contract price
and no additional compensation shall be made.
D- 59 TRAFFIC BUTTONS
The removal and replacement of traffic buttons is the responsibility of the contractor and shall be
considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and
Markings Division (SSMD)of the Transportation/Public Works Department to install the markings,
the contractor shall contact SSMD at (817) 392-8770 and shall reimburse SSMD for all costs
incurred, both labor and material. No additional compensation shall be made to the contractor for
this reimbursement.
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PART D - SPECIAL CONDITIONS
D-60 SANITARY SEWER SERVICE CLEANOUTS
Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two-
way service cleanout as shown in the attached detail. Cleanouts are to be installed out of high
traffic areas such as driveways, streets, sidewalks, etc. whenever possible. When it is not
possible, the cleanout stack and cap shall be cast iron.
Payment for all work and materials necessary for the installation of the two-way service cleanout
which are required to provide a complete and functional sanitary sewer cleanout shall be included
in the price bid for Sanitary Sewer Service Cleanouts.
D-61 TEMPORARY PAVEMENT REPAIR
The Contractor shall provide a temporary pavement repair immediately after trench backfill and
compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 6-inches of
compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the
entire width and length of the temporary repair shall be rolled with a steel asphalt roller to provide
smooth rideability on the street as well as provide a smooth transition between the existing
pavement and the temporary repair. Cost of saw cutting shall be subsidiary to the temporary
pavement repair pay item.
The contractor shall be responsible for maintaining the temporary pavement until the paving
contractor has mobilized. The paving contractor shall assume maintenance responsibility upon
such mobilization. No additional compensation shall be made for maintaining the temporary
pavement.
D-62 CONSTRUCTION STAKES
The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other
■ customary method of markings as may be found consistent with professional practice,
establishing line and grades for roadway and utility construction, and centerlines and benchmarks
for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever
practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage
etc.), and one set of excavation/or stabilization stakes, and one set of stakes for curb and
gutter/or paving. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer,
etc., all stakes furnished until completion of the construction phase of the project for which they
were furnished.
If the City or its agent determines that a sufficient number of stakes or markings provided by the
City, have been lost, destroyed, or disturbed, to prevent the proper prosecution and control of the
work contracted for in the Contract Documents, it shall be the Contractor's responsibility, at the
Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas
Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to
lack of replacement of construction stakes will be accepted, and time will continue to be charged
in accordance with the Contract Documents.
D-63 EASEMENTS AND PERMITS
The performance of this contract requires certain temporary construction, right-of-entry
agreements, and/or permits to perform work on private property.
0v09/2010 SC-50
_r
PART D - SPECIAL CONDITIONS
The City has attempted to obtain the temporary construction and/or right-of-entry agreements for
�- properties where construction activity is necessary on City owned facilities, such as sewer lines or
manholes. For locations where the City was unable to obtain the easement or right-of-entry, it
shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject
property. This shall be subsidiary to the contract. The agreements, which the City has obtained,
are available to the Contractor for review by contacting the consultant who distributes the plans
for the project. Also, it shall be the responsibility of the Contractor to obtain written permission
from property owners to perform such work as cleanout repair and sewer service replacement on
private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General
Contract Documents. The Contractor's attention is directed to the agreement terms along with
any special conditions that may have been imposed on these agreements, by the property
owners.
The easements and/or private property shall be cleaned up after use and restored to its original
condition or better. In event additional work room is required by the Contractor, it shall be the
Contractor's responsibility to obtain written permission from the property owners involved for the
use of additional property required. No additional payment will be allowed for this item.
The City has obtained the necessary documentation for railroad and/or highway permits required
for construction of this project. The Contractor shall be responsible for thoroughly reviewing,
understanding and complying with all provisions of such permits, including obtaining the requisite
insurance, and shall pay any and all costs associated with or required by the permit(s). It is the
Contractor's responsibility to provide the required flagmen and/or provide payment to the
appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. For
a railroad permits, any and all railroad insurance costs and any other incidental costs necessary to
meet the conditions associated with permit(s)compliance, including payment for flagmen, shall be
included in the lump sum pay bid item for"Associated Costs for Construction within Railroad /
Agency Right-of-way". No additional compensation shall be allowed on this pay item.
D-64 PRE-CONSTRUCTION NEIGHBORHOOD MEETING
After the pre-construction conference has been held but before construction is allowed to begin
on this project a public meeting will be held at a location to be determined by the Engineer. The
contractor, inspector, and project manager shall meet with all affected residents and present the
projected schedule, including construction start date, and answer any construction related
questions. Every effort will be made to schedule the neighborhood meeting within the two weeks
following the pre-construction conference but in no case will construction be allowed to begin
until this meeting is held.
D-65 WAGE RATES
Compliance with and Enforcement of Prevailing Wage Laws
Duty to pay Prevailing Wage Rates.
The contractor shall comply with all requirements of Chapter 2258, Texas Government Code
(Chapter 2258), including the payment of not less than the rates determined by the City Council
of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such
prevailing wage rates are included in these contract documents.
02/09/201 o SC-51
PART D - SPECIAL CONDITIONS
Penalty for Violation.
A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand
made by the City, pay to the City $60 for each worker employed for each calendar day or part of
the day that the worker is paid less than the prevailing wage rates stipulated in these contract
documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to
Texas Government Code 2258.023.
Complaints of Violations and City Determination of Good Cause.
On receipt of information, including a complaint by a worker, concerning an alleged violation of
2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an
initial determination, before the 31st day after the date the City receives the information, as to
whether good cause exists to believe that the violation occurred. The City shall notify in writing
the contractor or subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the contractor or subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants
as the difference between wages paid and wages due under the prevailing wage rates, such
amounts being subtracted from successive progress payments pending a final determination of
the violation.
Arbitration Required if Violation Not Resolved.
An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including
a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in
accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the
contractor or subcontractor and any affected worker do not resolve the issue by agreement
before the 15th day after the date the City makes its initial determination pursuant to paragraph
(c) above. If the persons required to arbitrate under this section do not agree on an arbitrator
before the 11th day after the date that arbitration is required, a district court shall appoint an
arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The
decision and award of the arbitrator is final and binding on all parties and may be enforced in any
court of competent jurisdiction.
Records to be Maintained.
The contractor and each subcontractor shall, for a period of three (3) years following the date of
acceptance of the work, maintain records that show (i) the name and occupation of each worker
employed by the contractor in the construction of the work provided for in this contract; and (ii)the
actual per diem wages paid to each worker. The records shall be open at all reasonable hours for
inspection by the City. The provisions of the Audit section of these contract documents shall
pertain to this inspection.
Pay Estimates.
With each partial payment estimate or payroll period, whichever is less, the contractor shall
-- submit an affidavit stating that the contractor has complied with the requirements of Chapter
2258, Texas Government Code.
Posting of Wage Rates.
The contractor shall post the prevailing wage rates in a conspicuous place at the site of the
project at all times.
Subcontractor Compliance.
0210912010 SC-52
PART D - SPECIAL CONDITIONS
The contractor shall include in its subcontracts and/or shall otherwise require all of its
subcontractors to comply with paragraphs (a)through (g)above.
�- (Wage rates are attached at the end of this section.)
(Attached)
D-66 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE
A. It is the intent of the City of Fort Worth to comply with the requirements of the Asbestos
National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR
Part 61, Subpart M. This specification will establish procedures to be used by all
Excavators in the removal and disposal of asbestos cement pipe (ACP)in compliance with
NESHAP. Nothing in this specification shall be construed to void any provision of a
contract or other law, ordinance, regulation or policy whose requirements are more
stringent.
B. ACP is defined under NESHAP as a Category 11, non-friable material in its intact state but
which may become friable upon removal, demolition and/or disposal. Consequently, if the
removal/ disposal process renders the ACP friable, it is regulated under the disposal
requirements of 40 CFR 61.150. A NESHAP notification must be filed with the Texas
Department of Health. The notification must be filed at least ten days prior to removal of
the material. If it remains in its non - friable state, as defined by the NESHAP, it can be
disposed as a conventional construction waste. The Environmental Protection Agency
(EPA) defines friable as material, when dry, which may be crumbled, pulverized or
reduced to powder by hand pressures.
C. The Generator of the hazardous material is responsible for the identification and proper
handling, transportation, and disposal of the material. Therefore, it is the policy of the City
�- of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable
or not.
D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and
prudent manner that it remains intact and does not become friable. The Excavator is
responsible to employ those means, methods, techniques and sequences to ensure this
result.
E. Compliance with all aspects of worker safety and health regulations including but not
limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of
Fort Worth assumes no responsibility for compliance programs, which are the
responsibility of the Excavator. (Copy of forms attached)
F. The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe
unless otherwise stated or indicated on the project plans or contract documents.
D-67 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER
THAN 1 ACRE)
02/09/2010 SC-53
r„
PART D - SPECIAL CONDITIONS
PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a
Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required
for all construction activities that result in the disturbance of one to five acres (Small Construction
Activity) or five or more acres of total land (Large Construction Activity). The contractor is defined
as an "operator' by state regulations and is required to obtain a permit. Information concerning
the permit can be obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water
perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and
designed in accordance with North Central Texas Council of Governments Best Management
Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can
be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural
controls discussed in the BMP Manual will necessarily apply to this project. Best Management
Practices are construction management techniques that, if properly utilized, can minimize the
need for physical controls and possible reduce costs. The methods of control shall result in
minimum sediment retention of not less than 70%.
NOTICE OF INTENT (NOI): If the project will result in a total land disturbance equal to or greater
than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent
(NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction
activity as well as a commitment that the contractor understands the requirements of the permit
for storm water discharges from construction activities and that measures will be taken to
implement and maintain storm water pollution prevention at the site. The NOI shall be submitted
to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required
$100 application fee.
The NOI shall be mailed to:
Texas Commission on Environmental Quality
Storm Water& General Permits Team; MC-228
P.O. Box 13087
Austin, TX 78711-3087
A copy of the NOI shall be sent to:
City of Fort Worth
Department of Environmental Management
5000 MLK Freeway
Fort Worth, TX 76119
NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the
contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared
by the engineer. It serves as a notice that the site is no longer subject to the requirement of the
permit.
The NOT should be mailed to:
Texas Commission on Environmental Quality
Storm Water& General Permits Team; MC-228
P.O. Box 13087
Austin, TX 78711-3087
STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an
erosion control and toxic waste management plan and a narrative defining site parameters and
0210912010 SC-54
V
PART D - SPECIAL CONDITIONS
techniques to be employed to reduce the release of sediment and pollution from the construction
site. Copies of the project SWPPP's are available for viewing at the office of the Consultant
• disbursing the plans for the project. The selected Contractor shall be provided with three copies
of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted
to the Texas Commission on Environmental Quality.
LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN 5
ACRES: A Notice of Intent (NOI) form shall be completed and submitted to the TCEQ including
payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the
Engineer shall be prepared and implemented at least 48 hours before the commencement of
construction activities. The SWPPP shall be incorporated into in the contract documents. The
contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan
-• must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the
conditions of the permit since the actual construction activities may vary from those anticipated
during the preparation of the SWPPP. Modifications may be required to fully conform to the
requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the
construction site. Any alterations to the SWPPP proposed by the contractor must be prepared
and submitted by the contractor to the engineer for review and approval. A Notice of Termination
(NOT) form shall be submitted within 30 days after final stabilization has been achieved on all
portions of the site that is the responsibility of the permittee, or, when another permitted operator
assumes control over all areas of the site that have not been finally stabilized.
SMALL CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN
ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOI form is not required. However,
a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site
Notice must be sent to the City of Fort Worth Department of Environmental Management at the
address listed above. A SWPPP, prepared as described above, shall be implemented at least 48
hours before the commencement of construction activities. The SWPPP must include
descriptions of control measures necessary to prevent and control soil erosion, sedimentation and
water pollution and will be included in the contract documents. The control measures shall be
installed and maintained throughout the construction to assure effective and continuous water
pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes, rock
berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet
protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets,
or other structural or non-structural storm water pollution controls. The method of control shall
result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual."
Deviations from the proposed control measures must be submitted to the engineer for approval.
PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown
on the proposal as full compensation for all items contained in the project SWPPP.
D-68 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF
EXISTING WATER SYSTEMS
It is the Contractor's responsibility to coordinate any event that will require connecting to or the
operation of an existing City water line system with the City's representative. The Contractor may
obtain a hydrant water meter from the Water Department for use during the life of named project.
In the event the Contractor requires that a water valve on an existing live system be turned off
and on to accommodate the construction of the project, the Contractor must coordinate this
activity through the appropriate City representative. The Contractor shall not operate water line
0210912010 SC-55
PART D - SPECIAL CONDITIONS
valves of existing water system. Failure to comply will render the Contractor in violation of Texas
Penal Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor will be prosecuted to the
full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities as a
result of these actions.
D-69 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD
The City reserves the right to require any pre-qualified contractor who is the apparent low
bidder(s) for a project to submit such additional information as the City, in sole discretion may
require, including but not limited to manpower and equipment records, information about key
personnel to be assigned to the project, and construction schedule, to assist the City in evaluating
and assessing the ability of the apparent low bidder(s) to deliver a quality product and
successfully complete projects for the amount bid within the stipulated time frame. Based upon
the City's assessment of the submitted information, a recommendation regarding the award of a
contract will be made to the City Council. Failure to submit the additional information if requested
may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will
be notified in writing of a recommendation to the City Council.
D-70 EARLY WARNING SYSTEM FOR CONSTRUCTION
Time is of the essence in the completion of this contract. In order to insure that the contractor is
responsive when notified of unsatisfactory performance and/or of failure to maintain the contract
schedule, the following process shall be applicable:
The work progress on all construction projects will be closely monitored. On a bi-monthly basis
the percentage of work completed will be compared to the percentage of time charged to the
contract. If the amount of work performed by the contractor is less than the percentage of time
allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time
as may be amended by change order), the following proactive measures will be taken:
1. A letter will be mailed to the contractor by certified mail, return receipt requested
demanding that, within 10 days from the date that the letter is received, it provide
sufficient equipment, materials and labor to ensure completion of the work within the
contract time. In the event the contractor receives such a letter, the contractor shall
provide to the City an updated schedule showing how the project will be completed
within the contract time.
2. The Project Manager and the Directors of Water Department, and Department of
Transportation and Public Works will be made aware of the situation. If necessary, the
City Manager's Office and the appropriate city council members may also be informed.
3. Any notice that may, in the City's sole discretion, be required to be provided to
interested individuals will distributed by the Water Department's Public Information
Officer.
4. Upon receipt of the contractor's response, the appropriate City departments and
directors will be notified. The Water Department's Public Information Officer will, if
necessary, then forward updated notices to the interested individuals.
0210912010 SC-56
PART D - SPECIAL CONDITIONS
5. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily
a second time prior to the completion of the contract, the bonding company will be
notified appropriately.
D-71 AIR POLLUTION WATCH DAYS
The Contractor shall be required to observe the following guidelines relating to working on City
construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the
OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00
a.m. - 10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE
ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON
OZONE FORMATION. .
The Texas Commission on Environmental Quality (TCEQ), in coordination with the National
Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the
WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the
responsibility of being aware that such days have been designated Air Pollution Watch Days and
as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of
motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work
prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and
certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel
emulsions, or alternative fuels such as CNG.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours of 7:00 a.m. -6:00 p.m., on a designated Air Pollution Watch Day, that day will
be considered as a weather day and added onto the allowable weather days of a given month.
D-72 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS
Contractor is required to secure a Street Use Permit, issued by the City of Fort Worth
Transportation and Public Works Permit Center(817-392-6594) prior to any work in public right of
way. Permit will not be issued without a traffic control plan sealed and signed by a registered
professional engineer licensed to practice in the State of Texas. Failure to acquire the proper
permit and permission may result in a fine of$500/day to the contractor performing the work.
Payment by the contractor for all Street Use Permits shall be considered subsidiary to the
contract cost and no additional compensation shall be made.
END OF PART D - SPECIAL CONDITIONS
0210912010 SC-57
PART D - SPECIAL CONDITIONS
(To be printed on Contractors Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH,
OUR COMPANY WILL WORK ON WATER AND/OR SEWER LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS
NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE,
PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO>
OR
Mr. <CITY INSPECTOR> AT <TELEPHONE NO>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
0210912010 SC-58
�J
PART D - SPECIAL CONDITIONS
FORTWORTH
C.R.:
DOE NO,XXXX
Project Name:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
�3
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
.CONTRACTOR
Ei
u
02/0W/2010 SC-59
WIN
PART D - SPECIAL CONDITIONS
F TEXAS DEPARTMENT OF HEALTH DEMOLITION I RENOVATION
OWN * NOTIFICATION FORM
r NOTE:CIRCLE rTEMS THAT ARE AMENDED)
T n H NO'TIFICATIChillt
ff 1) Abatement Contractor. TOH License Number.
I Address City: State; Zlp`
Office Phone plumber:( ? Job Site Phone Number,
Site Supervisor. TDH License Number.
ll Site Supenfiwr TDH License Number.
s Trained On-Site NESHAP Individual; Cer6ftcation Date:
OWN e
Demolition Contractor: poke Phone Number(_3__
n Addfeas; Cily` Stete:__Zip
I
y 2) Project Consultant ar Optxator, TDH License,Number:
OWN N aI11114 A,ddfeas:
a City: Shale: Zlw Office Phone Number( l
AS) FacllityOwner.
H Attention:
P Maaing Address;_
City. State: Zip: Owner Phone Nurnberg_-)__
`"'Note:The invoice for fire notification tee will bd sent to the owner of the bullding and the bflllno address for the invoice will be
0 obtained from the Information that Is provided in this section.
N 4) Description or Facility Name:
E Physical Address: County City: zip;.
Facility Phone Numbed i Facility Contact Person:
H Description of AreaRoorn Number
OWN A Prior Use; Future USA:
P Age of BuildlrtylFecility: Sixa: :Cumber of Ftoora: School(K-12); [, YES J NO
a 6) Type of Work; Damolitlon 0 RNtovatlon(Abatmrent) Q Annual Consolidated
OWN work wig be during. 0 pay ❑ Emoting ❑ Night 3 Phased gift"
. DescrWoan of work Itch�ditla
H
6) Is this a Public Building? t] YES 0 NO Federal FacillW Cs YES NO Industrial Site?0 YES 0 NA
❑ NESHAP-Only Facility? ❑ YES ❑ NO Is BuildingfFecility Occ4bW7 I YES G NO
L
T) Notificatlon Type CHECK ONLY ONE
V " Original(1 D Wortdng Days) 0 Cancelladon ❑Amendment ❑ EmergeaeyfOrdered
I
o If this is an amendment,which amendment number Is oft? (grichm copy of ortijinal andlor last amendment)
I If an emergency,who did you talk with at T087 Emergencyt
a Date and Hour of Emaigancy(HHtMM IDDI":
�. Description of the sudden,unexpected event and explanation of noun the event caused unsafe conditions or Would cause
a equipment damage(computers,machinery,ate
.. in
7
B) Description of procedures to be followed In the event that unexpected asbestos is round or previously non-friable
Y asbestos material becomes cxumblad,pulverized,or reduced to powder.
E
S
9) Was an Asbestos survey pertormed? 0 YES Li NO Data: ! 1 TDH Inspector License No:
AAnalyical Method:❑PLM ❑TEM 0 Assumed TDH Laboratory License No:
N (For TAHPA(public building)profacis:an assumption must be made by a TDH Licensed Inspaictor)
10) Description of planned demolition or renavation work,type of materiar,end me#W(s)to be used'
11) Dewiplion of work praclicw end engineering controba to be used to prevent emisstans of asbestos at the
darrolltk ntrenpVatron`
Ov0912010 SC-60
PART D - SPECIAL CONDITIONS
12) ALL.applicahie Items In the Following table must be completed; IF NO ASBESTOS PRESENT CHECK HERE
Approximate amount of Check unit of measurement
AAb62W2-0Dnb!nWg Building Maternal Asl)"Il s
Type
Pipes Surface Area Ln. Ln 50 $0 Cu Cu
Ft M Ft M Ft M
RACM to be removed
RACM NOT removed
Interior Category I non-ffiabta removed
ExWior Category I non-friable removed
Category I non-friable NOT removed
Interior Category 11 non-friable removed
Exterior Category 11 non-friable removed
Category 11 nor-friable NOT removed
RAChd Off--Facility Component
13) Waste Tmn*otter Name; TDH License Number
Address, city: Stale: Z
Contsci Peron; PG79 fit mbar:
14) Wattte Disposal SM Name:
Atidreaa city. State: IIp;
Telephone: } TNRCC Permit Numb'er-
16) For structurally unsound facilities,attach a copy of damnlition order and identify Governmental Ofhciat below:
Nams; Registration No;
Title:
_ Date of order(MMODIM ! 1 Date order to begin(MWODfYY) I 1
16) Scheduled Dews of Asbestos Abetment(MMJDDIYY) Start I I complete; J I
17) Scherkuied Dates DemolittoniRenovalion(MMODNY) Start:... l 1 . Complete ! i
Imo:Ifthe'stut date an this notification tart not be owk 6to TDH Regional or Local Program office Mustbe conlacted by
phone prior to the start date. Failure to do so Is a vtoiation in at ooadanco to TAHPA.Section 295.51.
1 hereby comity that all Information I have provided Is correct,complete,and true to the best of my knowledge. I acknowledge
that I wn responsible for all aspects of the notitit:Won hum,including,but not limiting,content and submission dates. The
maximum penalty is$10,000 per day per violation.
L_ 1
(Signature of Building Owned Operator (Printed Mama) (Dtr16) (Telephone)
or Delegated Consultent/Contrador)
(Fact Number)
MAIL TO: ASBESTOS NOTIFICATION SECTION
TOXIC SUBSTANCES CONTROL DIVISION
TEXAS DEPARTMENT OF HEALTH
•Fav"are riot accapfad' POr BOX 14=8 'Faxes are not accaptod"
AUSTIN,TX 78714-35M
PH:512-834-6600.14100-;572-5548
Form APBft dated 07l29M2,Replaces TDH faun dated 07/1"f.For ad�sistance ire cornplagng tourer W f-800.572-5548
,
u
0210912010 SC-61
r■
PART D - SPECIAL CONDITIONS
61
Classifications Hourly Rates Classifications Hrly Rts
Air Tool Operator $MD8 Scraper Operator $11.42
Asphalt Raker $U.99 Seraicer $12.32
Asphalt Shoveler $8.8D Slip Farm Machine Operator $12.33
Asphalt Distributor Operator $2,99 Spreader Box Operator $10.92
Asphalt Paving Machine Operator $12-78 Tractor operator,Crawler T $12.8D
Batching Plant We*gher $14.-15 Tractor operator,Pneumatic $12.9t
Broom or Sweeper Operator $9.88 Travelim Mixer Operator $12.03
Bulldozer Operator $1122 Truck Driver-Single Axle(Light) $10.91
Ca nter h $t2,80 Truck Driver-Si le Axle(Heavy) $11.47
Concrete Finisher-Paving $12.115 Truck Driver-Tandem Axle Serni-Trailer $11.75
Concrete Finisher-Structures $13.27 Truck Driver-Lowbo Float $14.93
Concrete Pavmg Curbing Mach,Oper. $12.00 Truck Driver-Transit Mix $12.08
'flagon Drill,Boring Machine,Post Hole
Concrete Paving Finishing Mach.Oper, $13.t13 Driller $14.00
Concrete Paving Joint Sealer Oper. $12..50 Welder $13.57
Concrete Pwrig Saw O $13.5a Work Zone Barricade Servicer $10.09
Concrete Paving Spreader Oper. $14.50
5
Concrete Rubber $10-61
Crane,Clamshell,Backhoe,Derrick,
Dragkne,Shovel $14.12
Electridan $1&12
Flagger SSA3
Form Builder-Structures $1113
Form Setter-Paving&Curbs $11.93
Foundation Drill Operator,Crawler Mounted $1347
* Foundation Drill Operator.Truck Mounted $M30
From End Loader $12,62
Laborer-Common $9.1 B
Laborer-Utility $10.05
F Mechanic $16.97
ktil V Machine Opera.Fine Grade $11.83
Mixer Operator $11.58
Motor Grader Operator(Fine Grade) $t5,20
Motor Grader Operator,Rough Oiler $14,50
Painter,Structures $13A7
Pavement Marking Machine Oper. $10.D4
Pipe Layer $11.04
Roller,Steet Wheel Plant-Mix Pavements $11.28
Roller,Steel Wheel Other Flatwheel or
Tamping $10,92
Roller,Pneumatic.Self-Pro wiled Scraper $11.D7
Reinforcing Steel Setter(Paving) $14.8a
Reinforcing Steel Setter Structure $10,29
we Source is AGC of Texas
(Hwy,H".Utilities Industrial Branch)
w w w access gpogovldavisbaconf
0210912010 SC-62
es
PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS ..........................3
DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ................................................4
DA-3 PIPE ENLARGEMENT SYSTEM.....................................................................................4
DA-4 FOLD AND FORM PIPE. ................................................................................................4
DA-5 SLIPLINING.....................................................................................................................4
DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT..........................................................4
DA-7 TYPE OF CASING PIPE..................................................................................................7
DA-8 SERVICE LINE POINT REPAIR/CLEANOUT REPAIR................................................8
DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION .....................8
DA-10 MANHOLE REHABILITATION......................................................................................10
DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION................................10
DA-12 INTERIOR MANHOLE COATING -MICROSILICATE MORTAR SYSTEM .................10
DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM...............................................10
DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM.......................................10
DA-15 INTERIOR MANHOLE COATING -RAVEN LINING SYSTEM.....................................11
DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER ....13
DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM......................................13
DA-18 RIGID FIBERGLASS MANHOLE LINERS....................................................................13
DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION.................................................13
DA-20 PRESSURE GROUTING...............................................................................................14
DA-21 VACUUM TESTING OF REHABILITATED MANHOLES .............................................14
DA-22 FIBERGLASS MANHOLES ..........................................................................................14
DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES.....................18
DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER.............................................18
DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS .....................................................18
DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .............................................18
DA-27 GRADED CRUSHED STONES.............................................................. ...18
....................
DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0'WIDE............................................................18
DA-29 BUTT JOINTS-MILLED...............................................................................................18
DA-30 2" H.M.A.C. SURFACE COURSE(TYPE "D" MIX)......................................................18
DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER.............................................19
DA-32 NEW 7" CONCRETE VALLEY GUTTER......................................................................19
DA-33 NEW 4" STANDARD WHEELCHAIR RAMP................................................................19
DA-34 8" PAVEMENT PULVERIZATION.................................................................................19
DA-35 REINFORCED CONCRETE PAVEMENT OR BASE(UTILITY CUT)...........................19
DA-36 RAISED PAVEMENT MARKERS..................... --.......--............................................20
DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING.................20
DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL.........24
DA-39 ROCK RIPRAP -GROUT-FILTER FABRIC................................................................25
DA-40 CONCRETE RIPRAP....................................................................................................25
DA-41 CONCRETE CYLINDER PIPE AND FITTINGS ............................................................26
D -42 CONCRETE PIPE FITTINGS AND SPECIALS.........................-..................................26
DA-43 UNCLASSIFIED STREET EXCAVATION.....................................................................26
DA-44 6" PERFORATED PIPE SUBDRAIN.............................................................................26
DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS .....................................................26
DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION .................................................26
DA-47 PAVEMENT REPAIR IN PARKING AREA ...................................................................27
DA-48 EASEMENTS AND PERMITS.......................................................................................27
DA-49 HIGHWAY REQUIREMENTS. ......................................................................................27
102M8 ASC-1
up
.l
PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-50 CONCRETE ENCASEMENT.........................................................................................27
DA-51 CONNECTION TO EXISTING STRUCTURES..............................................................27
DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION..................................28
DA-53 OPEN FIRE LINE INITALLATIONS.............................................................................28
DA-54 WATER SAMPLE STATION ........................................................................................28
DA-55 CURB ON CONCRETE PAVEMENT............................................................................28
DA-56 SHOP DRAWINGS........................................................................................................28
DA-57 COST BREAKDOWN....................................................................................................28
DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY...................................28
DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP .....................................................................28
DA-60 ASPHALT DRIVEWAY REPAIR...................................................................................29
DA-61 TOP SOIL......................................................................................................................29
DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT..................29
DA-63 BID QUANTITIES..........................................................................................................29
DA-64 WORK IN HIGHWAY RIGHT OF WAY .........................................................................29
DA-65 CRUSHED LIMESTONE (FLEX-BASE)........................................................................29
DA-66 OPTION TO RENEW.....................................................................................................29
DA-67 NON-EXCLUSIVE CONTRACT.....................................................................................30
DA-68 CONCRETE VALLEY GUTTER....................................................................................30
DA-69 TRAFFIC BUTTONS .....................................................................................................30
DA-70 PAVEMENT STRIPING .................................................................................................30
DA-71 H.M.A.C. TESTING PROCEDURES..............................................................................30
DA-72 SPECIFICATION REFERENCES..................................................................................30
DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL
VALVEAND BOX..........................................................................................................31
DA-74 RESILIENT-SEATED GATE VALVES..........................................................................31
DA-75 EMERGENCY SITUATION, JOB MOVE-IN..................................................................31
DA-76 1 %" & 2" COPPER SERVICES. ..................................................................................31
DA-77 SCOPE OF WORK (UTIL. CUT) ...................................................................................31
DA-78 CONTRACTOR'S RESPONSIBILTY(UTIL. CUT)........................................................31
DA-79 CONTRACT TIME (UTIL. CUT).....................................................................................31
DA-80 REQUIRED CREW PERSONNEL S EQUIPMENT(UTIL. CUT)..................................31
DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT).....................................................31
DA-82 LIQUIDATED DAMAGES (UTIL. CUT).........................................................................31
DA-83 PAVING REPAIR EDGES(UTIL. CUT).........................................................................32
DA-84 TRENCH BACKFILL (UTIL. CUT) ................................................................................32
DA-85 CLEAN-UP (UTIL. CUT). ..............................................................................................32
DA-86 PROPERTY ACCESS(UTIL. CUT)...............................................................................32
DA-87 SUBMISSION OF BIDS (UTIL. CUT)............................................................................32
DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT).................................................32
DA-89 CONCRETE BASE REPAIR FOR UNIT II S UNIT III (UTIL. CUT)...............................32
DA-90 2"TO 9" H.M.A.C. PAVEMENT(UTIL. CUT)...............................................................32
DA-91 ADJUST WATER VALVE BOXES, MANHOLES,AND VAULTS (UTIL. CUT)............32
DA-92 MAINTENANCE BOND (UTIL. CUT) ............................................................................32
DA-93 BRICK PAVEMENT(UTIL. CUT)..................................................................................32
DA-94 LIME STABILIZED SUBGRADE(UTIL. CUT)..............................................................32
DA-95 CEMENT STABILIZED SUBGRADE(UTIL. CUT)........................................................33
DA-96 REPAIR OF STORM DRAIN\STRUCTURES(UTIL. CUT)..........................................33
DA-97 "QUICK-SET" CONCRETE (UTIL. CUT)......................................................................33
10/2MB ASC-2
PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-98 UTILITY ADJUSTMENT (UTIL. CUT). .................................................................33
DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT).....33
DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT)....................................33
DA-101 CONCRETE CURB AND QUTTER (UTIL. CUT) ......................................................33
DA-102 PAYMENT (MISC. EXT.)...........................................................................................33
DA-103 DEHOLES(MISC. EXT.). ..........................................................................................34
DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.)........................................................34
DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.)............................................34
DA-106 BID QUANTITIES (MISC. EXT.)................................................................................34
DA-107 LIFE OF CONTRACT(MISC. EXT.)..........................................................................35
DA-108 FLOWABLE FILL(MISC. EXT.)................................................................................35
DA-109 BRICK PAVEMENT REPAIR (MISC. EXT.)..............................................................36
DA-110 DETERMINATION AND INITIATION OF WORK (MISC. EXT.)................................36
DA-111 WORK ORDER COMPLETION TIME (MISC. EXT.).................................................36
DA-112 MOVE IN CHARGES (MISC. EXT)............................................................................37
DA-113 PROJECT SIGNS (MISC. EXT.)................................................................................37
DA-114 LIQUIDATED DAMAGES (MISC. EXT.). ..................................................................37
DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. EXT.)................................................37
DA-116 FIELD OFFICE...........................................................................................................37
DA-117 TRAFFIC CONTROL PLAN ......................................................................................38
DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS..............38
DA-119 CATHODIC PROTECTION SYSTEM........................................................................38
DA-120 CONTRACT AWARD (MISC. EXT.)..........................................................................38
DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS
Not Used.
1012"8 ASC-3
PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE
Not Used.
DA-3 PIPE ENLARGEMENT SYSTEM
Not Used.
DA-4 FOLD AND FORM PIPE
Not Used.
DA-5 SLIPLINING
Not Used.
DA-6 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 allow the carrier conduit to be installed to proper line and grade as
shown on the Plans and as established in the Specifications.
3. Work shall be performed in accordance with the requirements of the City of Fort
Worth Water Department, the Texas Department of Transportation or railroad
company, as applicable.
B. MATERIALS:
1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the
following:
a. Field Strength: 35,000 psi minimum.
b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings).
C. Diameter: As shown on the drawings (minimum size requirements).
d. Joints: Continuous 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 General Contract Documents.
10/2M8 ASC-4
PART DA - ADDITIONAL SPECIAL CONDITIONS
3. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or
as designated on the plans.
4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive
strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of
fine sand with sufficient water added to provide a free flowing thick slurry.
C. EXECUTION
1. Where sewer pipe is required to be installed under railroad embankments or under
highways, streets or other facilities in other than open cut, construction shall be
performed in such a manner so as to not interfere with the operation of the railroad,
street, highway, or other facility, and so as not to weaken or damage any
embankment or structure. During construction operations, barricades and lights to
safeguard traffic and pedestrians shall be furnished and maintained, until such time
as the backfill has been completed and then shall be removed from the site.
2. Pits and Trenches:
a. If the grade of the pipe at the end is below the ground surface, suitable pits
or trenches shall be excavated for the purpose of conducting the jacking or
tunneling operations and for placing end joints of the pipe. Wherever end
trenches are cut in the sides of the embankment or beyond it, such work
shall be sheeted securely and braced in a manner to prevent earth from
caving in.
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. The boring shall proceed from a pit provided for the boring equipment and
workmen. The holes are to be bored mechanically. The boring shall be
done using a pilot hole. By this method an approximate 2-inch hole shall be
bored the entire length of the crossing and shall be checked for line and
grade on the opposite end of the bore from the work pit. This pilot hole shall
serve as the centerline of the larger diameter hole to be bored. Other
methods of maintaining line and grade on the casing may be approved if
acceptable to the Engineer. Excavated material shall be placed near the
.. top of the working pit and disposed of as required. The use of water or
other fluids in connection with the boring operation will be permitted only to
the extent required to lubricate cuttings. Jetting or sluicing will not be
permitted.
b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid
consisting of at least 10 percent of high grade carefully processed bentonite
may be used to consolidate cuttings of the bit, seal the walls of the hole,
10/21V8 ASC-5
PART DA - ADDITIONAL SPECIAL CONDITIONS
and furnish lubrication for subsequent removal of cuttings and installation of
the pipe immediately thereafter.
C. Allowable variation from the line and grade shall be as specified under
paragraph A.2. All voids between bore and outside of casing shall be
pressure grouted.
4. Installation of Carrier Pipe in Casing:
a. Sanitary sewer pipe located within the encasement pipe shall be supported
by "skids" or "bands" to prevent the pipe and bells from snagging on the
inside of the casing, and to keep the installed line from resting on the bells.
b. All skids shall be treated with a wood preservative. Skids should extend for
the full length of the pipe with the exception of the bell area and spigot area
necessary for assembly unless otherwise specified.
C. The Contractor shall prevent over-belling the pipe while installing it through
the casing. A method of restricting the movement between the assembled
bell and spigot where applicable shall be provided.
d. At all bored, jacked, or tunneled installations, the annular space between
the carrier pipe and casing shall be filled with grout. Care must be taken
that not too much water is forced into the casing so as not to float the pipe.
The backfill material will not be required unless specified on the plans and
specified by the Engineer.
e. Closure of the casing after the pipe has been installed shall be plugged at
the ends of the casing as shown on the drawings or as required by the
Engineer.
5. Boring and Jacking Ductile Iron Pipe without Casing Pipe:
a. As indicated on drawings and as required and directed by the Engineer
sewer shall be constructed of bore and jacked ductile iron pipe.
b. When a casing pipe is not designated on the drawings, the contractor shall
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.
10/23/D8 ASC-6
rs
PART DA - ADDITIONAL SPECIAL CONDITIONS
a. When tunneling is permitted, the lining of the tunnel shall be of sufficient
strength of support the overburden. The Contractor shall submit the
proposed liner method to the Engineer for approval. The tunnel liner design
shall bear the seal of a licensed professional engineer in the State of
Texas. Approval by the Engineer shall not relieve the Contractor of the
responsibility for the adequacy of the liner method.
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. Payment shall not include pavement replacement, which if
required, shall be paid separately.
DA-7 TYPE OF CASING PIPE
1.WATER:
The casing pipe for open cut and bored or tunneled section shall be AWWA C-200
Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of
E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and
Specifications for Water Department Projects. The steel casing pipe shall be supplied as
follows:
A. For the inside and outside of casing pipe, coal-tar protective coating in accordance with
the requirements of Sec. 2.2 and related sections in AWWA C-203.
B. Touch-up after field welds shall provide coating equal to those specified above.
C. Minimum thickness for casing pipe used shall be 0.375 inch.
Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing
Company, Advanced Products and Systems, Inc., 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:
r.
10/23i08 ASC-7
0
u
PART DA - ADDITIONAL SPECIAL CONDITIONS
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.
DA-8 SERVICE LINE POINT REPAIR/CLEANOUT REPAIR
Not Used.
DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION
A. GENERAL:
1. Scope: This section governs all work, materials and testing required for the
application of interior protective coating. Structures designated to received interior
coating are listed on the construction drawings. The 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-14 and
DA-15) and the Manufacturers recommendations and specifications.
2. Description: The Contractor shall be responsible for the furnishing of all labor,
supervision, materials, equipment, and testing required for the completion of
protective coating of structures in accordance with manufacturer's
recommendations.
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.
B. MATERIALS:
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 two component,
100 percent solids, rigid polyurethane system designated as Spray Wall as
manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids
based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining
systems and designated as Raven 405.
3. Specialty Cement (If required for leveling or filling): The specialty cement-based
L, coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or
Reliner MSP as manufactured by Standard Cement Materials.
1012MB ASC-8
PART DA - ADDITIONAL SPECIAL CONDITIONS
4. Material Identification: The protective coating material sprayed onto the surface of
the structure shall be a urethane or epoxy resin system formulated for the
application to a sanitary sewer environment. The spray system shall exhibit the
minimum physical properties as follows:
Property Standard Long Terns Value
r
Tensile Strength ASTM 0-638 5,000 psi
Flexural Stress ASTM D-790 10,000 psi
Flexural Modulus ASTM D-790 550,000 psi
5. Mixing and Handling: Mixing and Handling of specialty cement material and
protective coating material, which may be toxic under certain conditions shall be in
accordance with the recommendations of the manufacturer and in such a manner
as to minimize hazard to personnel. It is the responsibility of the Contractor to
provide appropriate protective measures to ensure that materials are under control
at all times and are not available to unauthorized personnel or animals. All
equipment shall be subject to the approval of the Engineer. Only personnel
thoroughly familiar with the handling of the coating material shall perform the spray
coating operations and coating installations.
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.
j 3. Protective Coating:
a. The protective coating shall be applied to the structure from the bottom of
the frame to the bench, down to the top of the trough. The top of the
structure shall also be coated.
b. The protective coating shall be installed in accordance with the
manufacturer's recommendations and the following procedure.
1) The surface shall be thoroughly cleaned of all foreign materials and
matter.
2) Place covers over the invert to prevent extraneous material from
entering the sewers.
10/23/D8 ASC-9
PART DA - ADDITIONAL SPECIAL CONDITIONS
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 methods
acceptable to the Engineer. After the walls are coated, the wooden
bench covers shall be removed.
5) The final application shall have a minimum of three (3) hours cure
time or be set hard to the touch, before being subjected to active
flow.
6) No applications shall be made to frozen surfaces or if freezing is
expected to occur inside the structure within 24 hours after
application.
4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for
watertightness shall be performed by the Contractor after operations are
complete in accordance with the Section D-36 - VACUUM TESTING OF
SANITARY SEWER MANHOLES.
D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price
Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The
Contract Unit Price shall be payment in full for performing the work and for furnishing all
labor, supervision, materials, equipment and material testing required to complete the
work. Pressure grouting, if necessary to stop active infiltration prior to application of the
protective coating, shall be included in the above unit price. Grouting of the pipe seals,
bench and trough, and lower portion of a particular structure, if required by the Engineer,
shall be paid for separately, as specified in Section DA-10, MANHOLE REHABILITATION.
DA-10 MANHOLE REHABILITATION
Not Used.
DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION
Not Used.
DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM
Not Used.
DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM
Not Used.
DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM
Not Used.
1012MB ASC-10
a
PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-15 INTERIOR MANHOLE COATING -RAVEN LINING SYSTEM
A. GENERAL
1. Scope
This section governs all work, materials and testing required for the application of
interior manhole coating. Manholes designated for interior coating are listed of the
Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall
meet the requirements of this Section, or of Section DA-12, DA-13, DA-14, DA-16 or
DA-17.
2. Description
The Contractor shall be responsible for the furnishing of all labor, supervision,
materials, equipment, and testing required for the completion of interior coating of
manholes in accordance with the Contract Documents.
3. Manufacturer's Recommendations
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 construction. All manholes
shall have a minimum of one-half (1/2) specialty cement-based coating material
(Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original
interior surface.
B. MATERIALS
1. Scope
This section governs the materials required for completion of interior coating of
manholes.
2. Interior Coating
Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100%
solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven
Lining systems and designated as Raven 405.
.. 3. Specialty Cement
The specialty cement-based coating material shall be either Quadex QM-1 s as
manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement
0
Materials.
4. Material Identification
0
10123108 ASCA 1
PART DA - ADDITIONAL SPECIAL CONDITIONS
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 Contractor
to provide appropriate protective measures to ensure that materials are under control
at all times and are not available to unauthorized personnel or animals. All equipment
shall be subject to the approval of the Engineer. 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
replacement/repairs are complete.
2. Temperatures
Normal interior coating operation shall be performed at temperatures of 40OF or
greater. No application shall be made when freezing is expected within 24 hours.
3. Interior Manhole Coating
a. Manholes scheduled for interior coating are shown on the Manhole
Rehabilitation Schedule. The interior coating shall be applied to the manhole
from the bottom of the manhole frame to the bench/trough, including the
bench/trough.
b. The interior coating shall be installed in accordance with the manufacturer's
recommendations and the following procedure.
1) The surface preparation shall comply with the requirements of Section
DA-11, SURFACE PREPARATION FOR MANHOLE
RESTORATION.
2) Apply a minimum of one-half (1/2) inch specialty cement-based
product (Quadex QM-1s or Reliner MSP) smooth surface for the
urethane coating material.
3) The surface prior to application may be damp but shall not have
noticeable free water droplets seeping or running water. Material shall
102MB ASC-12
PART DA - ADDITIONAL SPECIAL CONDITIONS
be spray applied per manufacturer's recommendations with a
minimum thickness of 125 mils(0.125 inch).
4) After the walls are coated, the wooden bench covers shall be
removed and the bench sprayed to the same average and minimum
thickness as required for the walls.
5) The final application shall have a minimum of three (3) hours cure
time or be set hard to the touch, before being subjected to active flow.
6) No applications shall be made to frozen surfaces or if freezing is
expected to occur in side the manhole within 24 hours after
application.
4. Testing of Rehabilitated Manholes
a. After the epoxy liner has set (hard to touch), all visible pinholes shall be
repaired. Repairs shall be made by lightly abrading the surface and brushing
the lining material over the area. All blisters and evidence of uneven cover
shall be repaired according to the manufacturer's recommendations. Spot
check of coating thickness may be made by Owner's Representative, and the
contractor shall repair these areas as required, at no additional cost to the
Owner.
b. Testing of rehabilitated manholes for watertightness shall be performed by
the Contractor after operations are complete in accordance with Section DA-
21 —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
for performing the work and for furnishing 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-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER
Not Used.
DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM
Not Used.
DA-18 RIGID FIBERGLASS MANHOLE LINERS
Not Used.
DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION
10123108 ASC-13
PART DA - ADDITIONAL SPECIAL CONDITIONS
Not Used.
DA-20 PRESSURE GROUTING
Not Used.
DA-21 VACUUM TESTING OF REHABILITATED MANHOLES
Not Used.
DA-22 FIBERGLASS MANHOLES
A. DESCRIPTION:
This item shall govern the furnishing and installation of fiberglass manholes. The location
of these manholes are shown on the drawings.
Each manhole shall be a one-piece unit manufactured to meet or exceed all specifications
of ASTM D-3753, latest edition, as manufactured by L.F. Manufacturing, Inc., Giddings,
Texas, or approved equal. All manholes shall be "heavywall", 1/2 inch minimum wall
thickness.
B. GENERAL:
1. Resin: The resins used shall be a commercial grade unsaturated polyester resin
or other suitable polyester or vinyl ester resin.
2. Reinforcing Materials: The reinforcing materials shall be commercial Grade "E"
type glass in the form of continuous roving, and chop roving, having a coupling
agent that will provide a suitable bond between the glass reinforcement and the
resin.
3. Interior Surfacing Material: The inner surface exposed to the chemical
environment shall be a resin-rich layer of 0.010 to 0.020 in. thick. The inner surface
layer exposed to the corrosive environment shall be followed with a minimum of
two passes of chopped roving of minimum length 0.5 in. (13mm) to maximum
length of 2.0 in. (50.8 mm) and shall be applied uniformly to an equivalent weight
of 3 oz/ft. Each pass of chopped roving shall be well-rolled prior to the application
of additional reinforcement. The combined thickness of the inner surface and
interior layer shall not be less than 0.10 in. (2.5 mm)
4. Wall Construction Procedure: After inner layer has been applied the manhole wall
.� shall be constructed with chop and continuous strand filament wound
manufacturing process which insures continuous reinforcement and uniform
strength and composition. The cone section, if produced separately, shall be
affixed to the barrel section at the factory with resin-glass reinforced joint resulting
in a one piece unit. Seams shall be fiberglassed on the inside and the outside
using the same glass-resin jointing procedure. Field joints shall not be acceptable
by anyone except the manufacturer.
ow
1023M8 ASC-14
PART DA - ADDITIONAL SPECIAL CONDITIONS
5. Exterior Surface: For a UV inhibitor the resin on the exterior surface of the
manhole shall have gray pigment added for a minimum thickness 0.125 in.
6. Stubouts and Connections: Stubouts shall be installed at locations shown on the
drawings. Installation of SDR 35 PVC sewer pipe shall be performed by sanding,
priming, and using resin fiber-reinforced hand layup. The resin and fiberglass shall
be same type and grade as used in the fabrication of the fiberglass manhole. Kor-
N-Seal boots for each pipe connection shall be installed by manhole manufacturer
using fiberglass reinforced pipe stubout for Kor-N-Seal boot sealing surface.
7. Manhole Bottom: Manholes shall he v e resin fiber-reinforced bottoms. Bottom
shall have a minimum of three 1% in. deep x 3% in. wide stiffening ribs completely
enclosed with resin fiber-reinforcement and have a minimum 3 in. anti-flotation ring
as shown on the drawings. Manhole bottom shall be a minimum of 5/16 in. thick.
8. Fillers and Additives: Fillers, when used, shall be inert to the environment and
manhole construction. Sand shall not be accepted as an approved filler. Additives,
such as thixotropic agents, catalysts, promoters, etc., may be added as required by
the specific manufacturing process to be used to meet the requirements of this
standard. The resulting reinforced-plastic material shall meet the requirements of
this specification.
C. MANUFACTURE:
Manhole cylinders, manway reducers, and connectors shall be produced from glass fiber-
reinforced polyester resin using a combination of chop and continuous filament wound
process.
1. Interior Access: All manholes shall be designed so that a ladder or step system
can be supported by the installed manhole. Manhole steps will not be required,
however.
2. Manway Reducer: Manway reduces will be concentric with respect to the larger
portion of the manhole diameters through 60 inches.
3. Cover and Ring Support: The manhole shall provide an area from which a grade
rings can be installed to accept a typical metal ring and cover and have the
strength to support an H-20 traffic load without damage to the manhole.
D. REQUIREMENTS:
1. Exterior Surface: The exterior surface shall be smooth with no sharp projections.
Hand-work finish will be acceptable as long as enough resin is present to eliminate
fiber show. The exterior surface shall be free of blisters larger than 0.5-inch
diameter, delamination or fiber show.
2. Interior Surface: The interior surface shall be resin rich with no exposed fibers.
The surface shall be free of crazing, delamination, blisters larger than 0.5-inch
diameter and wrinkles of 0.125-inch or greater in depth. Surface pits shall be
permitted if they are less than 0.75 inches in diameter and less than 0.0625-inch
1012M8 ASC-15
PART DA - ADDITIONAL SPECIAL CONDITIONS
deep. Voids that cannot be broken with finger pressure and that are entirely below
the resin surface shall be permitted if they are less than 0.5-inch diameter and less
than 0.0625-inch thick.
3. Repairs: All manhole repairs by the manufacturer shall result in a product which
meets all requirements of this specification. Field repair of manholes will not be
allowed.
4. Diameter Tolerance: Tolerance of inside diameter shall be +/- 1% of required
manhole diameter.
5. Load Rating: The complete manhole shall have a minimum dynamic-load rating of
16,000 Ibf. when tested in accordance with ASTM D-3753 8.4 (note 1). To
establish this rating the complete manhole shall not leak, crack, or suffer other
damage when load tested to 40,000 Ibf. and shall not deflect vertically downward
more than 0.25-inc at the point of the load application when loaded to 24,000 lb.
6. Stiffness: The manhole cylinder shall have the minimum pipe-stiffness values
shown in table below when tested in accordance with ASTM D-3753 8.5 (note 1).
HEIGHT-FT, F/AY- PSI
3-6.5 0.75
7- 12.5 1.26
7. Soundness: In order to determine soundness, apply an air or water pressure test
to the manhole test sample. Test pressure shall not be less than 3 psig or greater
than 5 psig. While holding at the established pressure, inspect the entire manhole
for leaks. Any leakage through the laminate is cause for failure of the test. Refer to
ASTM D-3753 8.6.
8. Chemical Resistance: The fiberglass manhole and all related components shall be
fabricated from corrosion proof material suitable for atmospheres containing
hydrogen sulphite and dilute sulfuric acid as well as other gasses associated with
the wastewater collection system,
E. PHYSICAL PROPERTIES:
Hoop Direction Axial Direction
1. Tensile Strength (psi) 18,000 5,000
2. Tensile Modules (psi) 0.6 x 10" 0.7 x 106
3. Flexural Strength (psi) 26,000 4,500
4. Flexural Modules (psi) 1.4 x 106 0.7 x 106
5. Compressive (psi) 18,000 10,000
F. QUALITY CONTROL:
Each completed manhole shall be examined for dimensional requirements, hardness, and
workmanship. All required ASTM D-3753 testing shall be completed and records of all
102W8 ASC-16
PART DA - ADDITIONAL SPECIAL CONDITIONS
testing shall be kept and copies of test records shall be presented to customer upon
formal written request within a reasonable time period.
G. As a basis of acceptance the manufacturer shall provide an independent certification
which consist of a copy of the manufacturer's test report and accompanied by a copy of
the test results that the manhole has been sampled, tested, and inspected in accordance
with the provisions of this specification and meets all requirements.
H. SHIPPING AND HANDLING:
The fiberglass manholes shall not be dropped or struck. They may be lifted by inserting a
4' x 4" x 30" timber into the top of manhole with cable attached or by a sling or "choker,
connection around center of manhole, lift as required. Use of chains or cables in contact
with the manhole surface is prohibited.
I. CONCRETE:
1. Fiberglass Bottom: Class F Concrete shall be used to form bench area and invert.
Class E Concrete shall be used on top of anti-flotation ring and around the reduce
section as required for buoyancy and as shown on the drawings.
2. Concrete Bottom: Lower manhole into wet concrete until it rests at the proper
elevation, with a minimum of 4 inches of fiberglass manhole inserted into the wet
concrete below flow line, then move manhole to plumb. The concrete shall extend
a minimum of one foot from the outside wall of the manhole and a minimum of 6
inches above incoming lines. On the inside concrete shall form the bench and
invert area and rise a minimum of 4 inches above incoming lines. Concrete collars
shall be constructed around reducer section at locations shown on the drawings.
J. BACKFILL:
1. Backfill Material: Unless shown otherwise on drawings and approved by the
Engineer, sand, crushed stone, or pea gravel shall be used for backfill around the
manhole for a minimum distance of one foot from the outside surface and
extending from the bottom of the excavation to the top of the reducer section.
Suitable material chosen from the excavation may be used for the remainder of the
backfill. The material chosen shall be free of large lumps or clods, which will not
readily break down under compaction. This material will be subject to approval by
Engineer.
2. Backfill shall be placed in layers of not more than 12 loose measure inches and
mechanically tamped to 95% Standard Proctor Density, unless otherwise approved
by Engineer. Flooding will not be permitted. Backfill shall be placed in such a
manner as to prevent any wedging action against the fiberglass manhole structure.
K. MARKING AND IDENTIFICATION:
Each manhole shall be marked on the inside and outside with the following information:
1. Manufacturer's name or trademark
2. Manufacturer's factory location
3. Manufacturer's serial number
102M8 ASC-17
A
PART DA - ADDITIONAL SPECIAL CONDITIONS
4. Total height
5. Complies with ASTM D-3753
L. MEASUREMENT AND PAYMENT:
1. The price bid for new/ replacement 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, concrete
base, concrete invert, connections to sewer pipes, castings, backfill, unpaved
surface restoration, and all appurtenant work. Payment shall not include pavement
replacement, which if required, shall be paid separately.
2. Payment for concrete collars and watertight manhole inserts, if required, will be
made separately, based on the appropriate bid items.
DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES
Not Used.
DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER
Not Used.
DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS
Not Used.
DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE
Not Used.
DA-27 GRADED CRUSHED STONES
Not Used.
DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE
Not Used.
DA-29 BUTT JOINTS -MILLED
Not Used.
DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX)
All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-Mix Asphaltic Concrete",
300 "Asphalts, Oils and Emulsions", 304 "Prime Coat", and 313 "Central Plant Recycling-Asphalt
Concrete" shall apply to the construction methods for this portion of the project.
Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat, or the
F
asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit
10/23/08 ASC-18
PART DA - ADDITIONAL SPECIAL CONDITIONS
and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic
material shall also not be placed when the wind conditions are unsuitable in the opinion of the
Engineer.
The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City
approval 48 hours prior to placing the H.M.A.C. overlay.The City will provide laboratory control as
necessary.
The unit price bid per square yard of H,M.A.C. complete and in place, shall be full compensation
for all labor, materials, equipment, tools, and incidentals necessary to complete the work.
DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER
Not Used.
DA-32 NEW 7" CONCRETE VALLEY GUTTER
Not Used.
DA-33 NEW 4" STANDARD WHEELCHAIR RAMP
Not Used.
DA-34 8" PAVEMENT PULVERIZATION
Not Used.
DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT)
The following specifications are for the furnishing and placing of reinforced concrete pavement or
base as shown on detail and as directed by the Engineer.
A. GENERAL:
Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein
except for finishing and curing.
B. FINISHING:
The reinforced concrete shall be brought to a uniform surface by working with a wooden float.
The surface shall be flush with the adjacent pavement and shall have a finish similar to the
surrounding pavement. The surface shall be even and shall provide a smooth ride.
C. CURING:
The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing
compound conforming to the requirements of ASTM C-309, Type 2, white-pigmented
compound, which shall not produce permanent discoloration of the concrete. Concrete shall be
allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades.
D. EXECUTION:
1012MB ASC-19
PART DA - ADDITIONAL SPECIAL CONDITIONS
Included in this item will be the removal of the existing reinforced concrete pavement. The
existing pavement shall be sawed so as to maintain an even,straight pavement cut.The existing
reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new
reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping.
The following work method will be performed on each utility cut:
1. Place safety signs, barricades and/or other warning devices where necessary and as
required.
2. Replace pavement to nearest joint.
3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas
requiring repair.
4. Saw cut along marked lines a minimum of two(2) inches deep.
5. Remove existing concrete.
6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard
specifications.
7. Place and finish concrete.
8. Clean up job site, removing all debris.
9. Maintain traffic control devices to protect the area until the concrete has cured seven days or
concrete reaches 3000 psi compressive strength.
E. PAYMENT:
Payment shall be made at the unit price per linear foot as shown on the proposal and shall be
full compensation for furnishing all labor, materials, equipment tools and incidentals necessary
to complete the work.
DA-36 RAISED PAVEMENT MARKERS
Not Used.
DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING
A. GENERAL:
Where known by the design engineer, the locations of potentially petroleum contaminated
material (soil) that may be encountered during excavation and/or construction activities will
be shown on the plans. For all locations where material is excavated and suspected of being
contaminated with petroleum products,whether known or not,these special conditions are to
be followed. The contractor is also to follow all applicable Federal. State and Local
regulations when handling known or suspect contaminated materials(soils).
1023/08 ASC-20
PART DA - ADDITIONAL SPECIAL CONDITIONS
1. WORK INCLUDED
a. Excavation, stockpiling and testing of Potentially Petroleum Contaminated Material.
b. Removal,testing,and disposal of petroleum contaminated groundwater.
c. Obtaining and paying for required permits.
d. Hiring of qualified environmental professional consultant(s). Contractor will be
required to submit the environmental consultant's experience and qualifications to
the City prior to beginning work in areas of Potentially Petroleum Contaminated
Material.
e. Hiring of qualified environmental sampling professionals that will collect and submit
samples to the applicable City of Fort Worth testing laboratory. The City of Fort
Worth's Department of Environmental Management for coordination of laboratory
testing.
2. REFERENCES
a. All applicable OSHA regulatory requirements.
b. All applicable Environmental Protection Agency(EPA) regulatory requirements.
c. All applicable State of Texas regulatory requirements.
d. All applicable City of Fort Worth (City) regulatory requirements.
e. All applicable NIOSH standards.
f. All applicable TNRCC requirements.
3. SUBMITTALS
a. The contractor shall prepare and submit to the City's Department of Environmental
Management, Senior Specialist in Compliance, plans for handling Potentially
Petroleum Contaminated Material (PPCM) not less than 30 days prior to
commencing excavation.
b. The Contractor shall take necessary precautions while performing this project.
Contractor shall not commence PPCM work (1) Contractor's submittal for dealing
with PPCM is reviewed by the City and (2) the plans (i.e., drawing and description)
for discharging any treated liquid into the storm sewer or sanitary sewer are reviewed
by the City (3)and acceptable stockpile area is identified by the Contractor.
c. Contractor shall submit the name of his proposed qualified environmental
professional consultant(s) and proposed PPCM Handling Plan to the City. The
PPCM Handling Plan shall include the detailed sequence of construction including
proposed excavation and handling methods, proposed carriers for contaminated
ow materials, waste disposal site, and a list of any permits that may be required for
PPCM handling or contaminated materials disposal. The above data must be
compiled and arranged in a format that is acceptable to the Texas Natural Resource
_ Conservation Commission (TNRCC).
1023/08 ASC-21
ti
PART DA - ADDITIONAL SPECIAL CONDITIONS
d. Contractor shall submit actual limits of PPCM excavation, as prepared by his
qualified environmental consultant(s)and testing lab.
e. Contractor shall submit for review the proposed carrier pipe material to be used with
the actual limits of PPCM excavation, including pipe gasket and carrier pipe coating
or liner.
B. PRODUCTS:
1. PIPE GASKET MATERIAL. Materials used within the actual limits of PPCM excavation,
including pipe gaskets, shall be resistant to petroleum hydrocarbon deterioration.
C. EXECUTION:
1. POTENTIALLY PETROLEUM CONTAMINATED AREAS
a. Areas suspected of having petroleum contaminated material (soils) are shown in on
the engineering drawings.
b. In areas other than those noted on the plans and where potentially petroleum
contaminated materials are either detected or suspected, the City of Fort Worth and
the Engineer should be notified immediately and the work should proceed in
accordance with this section.
2. SCREENING POTENTIALLY PETROLEUM CONTAMINATED AREAS
a. Care should be taken during all excavation and dewatering activities to identify areas
potentially contaminated by petroleum.
b. When a petroleum odor is encountered during excavation or when there is visual
evidence of potentially petroleum contaminated soil, the Contractor shall notify the
Engineer without delay.
c. The Contractor shall have retained the services of an environmental consultant who
shall be present at the site to screen suspect soil with a photo-ionization detector
(PID) or a flame ionization detector (FID). A reading of 20 ppm above ambient
conditions or greater on PID or FID tested soil sample will be considered potentially
petroleum contaminated. The soul sample should be a recent sample from the
excavation face. The sample should be stored in a laboratory supplied glass jar with
a teflon gasket lined lid. The City of Fort Worth Department of Environmental
Management will be notified prior to all sample collection and submittal to the current
testing laboratory identified by the City. The PID or FID tests should be performed in
a confined location. Soils producing a reading of less than 20 ppm above ambient
will not be considered potentially petroleum contaminated. The PID or FID shall be
calibrated according to manufactures instructions.
d. Water encountered during excavation or dewatering shall be considered to be
potentially contaminated if there is a visible sheen, a hydrocarbon odor, adjacent soil
that appears visually to be contaminated by hydrocarbons or at any time the
Contractor has reason to believe that hydrocarbon contamination may have
10123/08 ASC-22
PART DA - ADDITIONAL SPECIAL CONDITIONS
occurred. The Contractor shall immediately notify the City and the TNRCC whenever
contaminated water is encountered.
e. The Contractor shall contact the City whenever contamination from any source is
suspected.
3. HANDLING POTENTIALLY PETROLEUM CONTAMINATED SOIL (PPCS)
a. Contractor shall coordinate with the City to determine a suitable location for the
stockpiling of contaminated soil. The following procedure shall be followed in
preparing the chosen site,
1. Provide a diked enclosure large enough to hold all material and prevent runoff.
2. The diked area shall be lined with 20-30 mil plastic tp prevent seepage into the
existing soil.
3. At the end of each work day, Contractor shall completely cover stockpile with 20
mil plastic. During the day, the Contractor shall keep the stockpile covered, as
necessary,to prevent release of contaminated materials due to rain or wind.
4. Sampling and evaluation of materials will be performed at the Contractor's
expense. (The City of Fort Worth will provide laboratory services)
b. PPCS shall be handled, tested, observing all standard chain-of-custody procedures
and sampling preservation and analyses shall conform to published and recognized
standards.
c. The stockpiled PPCS shall be sampled and tested every 50 cubic yards for Total
Petroleum Hydrocarbons (TPH) (TX1005) and Benzene, Toulene, Ethylbenzene and
Xylene(BTEX) (EPA 8020).All test results will be forwarded to the City of Fort Worth
Department of Environmental Management.
d. Contaminated soil identified by test results will be disposed of according to DA-36,
Loading,Transportation,and Disposal of Contaminated Soil.
e. It is the intent of the City of Fort Worth that uncontaminated soils be utilized as
backfill material, if the soils also meet the Type C or B backfill classifications.
4. HANDLING POTENTIALLY PETROLEUM CONTAMINATED WATER (PPCW)
a. Water pumped from the excavation or from dewatering activities that has an oily
sheen, a hydrocarbon odor, or is otherwise suspect, shall be considered potentially
petroleum contaminated.
b. PPCW shall be handled, tested, and discharged in accordance with the TNRCC's
appropriate state regulation. PPCW shall be tested no later than 15 days prior to
extraction. PPCW shall, if necessary, be treated in an appropriately sized oil/water
separator, air stripper or GAC canisters. Contractor shall have his testing laboratory
determine that the oilfwater separator treated discharge is within the limits
established by the TNRCC's regulations before being allowed to discharge
102W8 ASC-23
PART DA - ADDITIONAL SPECIAL CONDITIONS
(discharge to sanitary sewer). Contractor shall be responsible for furnishing the
effluent test reports to the City.
c. Alternatively, the Contractor may dispose of contaminated water, after appropriate
pretreatment, into the sanitary sewer collection system. It shall be the responsibility
of the Contractor to obtain the necessary permit(s) and to perform all testing required
by the City of Fort Worth Pretreatment Services Division.
d. All treated water shall be discharged into a Contractor supplied Frac Tank, sampled,
and analyzed before discharge into the sewer system.
e. The product that is recovered shall be disposed of in accordance with all applicable
regulations. Any phase separate product recovered from the oiltwater separator and
air stripper shall be transported in accordance with Department of Transportation
rules and regulations for flammable products. When transporting product for
disposal,transportation shall also be performed by a licensed carrier. The Contractor
is responsible for proper manifesting of the material from the site to the waste
disposal facility. Completed Manifests shall be returned to the City Department of
Environmental Management within 90 days of shipment.
5. HANDLING VAPOR CONCENTRATIONS
a. In order to maintain safe working conditions, the vapor concentrations should not
exceed 20 percent of the Lower Explosive Limit (LEL). During construction,
measures should be taken to maintain LEL levels below 20 percent in all working
areas.
b. To monitor vapor levels and oxygen levels a combustible gas indicator (CGI) with a
LEV02 meter should continuously operate in the working area. The CGI should be
property calibrated and should have an alarm that sounds if 20 percent LEL is
reached. Monitoring data from the GCI should be recorded periodically to determine
if ventilation or other methods are effective. In the event local health and safety
agencies require more stringent monitoring, the local regulations must be
implemented.
D. MEASUREMENT AND PAYMENT:
Payment for handling PPCS, PPCW and Vapor Concentrations, obtaining and paying for
any permits required, hiring the services of a qualified professional environmental
consultant(s), environmental issues, stockpiling and all issues included and incidental to this
section will be full compensation for all labor, equipment, materials, and supervision.
Measurement and Payment for this section will be per linear foot of trench excavated where
the excavated material is handled as a contaminated material. No separate payment will be
made for handling of contaminated water,vapor concentrations, sampling, stockpiling,etc.
DA-38 LOADING, TRANSPORTATION,AND DISPOSAL OF CONTAMINATED SOIL
A. GENERAL:
This item has been established for the loading, transportation and disposal of
contaminated soils in a State of Texas approved disposal site (landfill) to handle special
102M8 ASC-24
w
PART DA - ADDITIONAL SPECIAL CONDITIONS
wastes (petroleum contaminated soils). A bid item has been established in the proposal
for the proper loading, transportation and disposal of the material to a designated site
and the quantity established is the engineer's best estimate of the quantity that may be
removed. This quantity may vary depending upon actual conditions and testing results.
The unit price bid will not be increased regardless of the actual amount of material
disposed and may be decreased if a larger volume of material, than that listed in the bid
proposal, results in a unit cost reduction for disposal.
B. WASTE MANIFESTS:
Any and all non-hazardous liquid and petroleum substance waste removed from the site
of generation and transported for treatment and/or disposal must be accompanied by a
waste shipment record/manifest detailing required generator, transported, destination
and waste description information. These results may not be uniform throughout the
entire site. For all petroleum substance waste, the waste shipment record utilized shall
be the TNRCC PETROLEUM-SUBSTANCE WASTE AFFIDAVIT (Form TWC-0332).
The Contractor shall be responsible for obtaining, originating and maintaining manifests
in accordance with federal and state laws. The Contractor shall sign the manifests forms
as Independent Contractor to the Owner. AUTHORIZATION OF PAYMENT FOR
REMOVAL TRANSPORT AND TREATMENT / DISPOSAL OF WASTES IN
CONTINGENT UPON RECEIPT BY THE ENGINEER OF FULLY COMPLETED AND
SIGNED MANIFEST FORMS that are in agreement with regard to the type and amount
of waste removed from the site and received by the treatment/disposal facility. The
Contractor shall immediately resolve any manifest discrepancies. Completed Manifests
shall be returned to the City Department of Environmental Management within 90 days of
shipment.
C. MEASUREMENT AND PAYMENT:
Payment for this item shall be made per in place cubic yard of contaminated soils that
are loaded, transported and disposed of in an approved special disposal site. No
separate payment will be made for loading, transportation and disposal of contaminated
ground waters collected; these costs considered subsidiary to DA-37, POTENTIALLY
PETROLEUM CONTAMINATED MATERIAL HANDLING. The proposed landfill shall be
included in the Contractor's bid submittal and approved by the City of Fort Worth
Department of Environmental Management prior to contract award. Contractor shall be
responsible for all landfill costs, including, but not limited to landfill fees, transportation
costs and landfill operator requested analytical testing and waste characterization.
DA-39 ROCK RIPRAP -GROUT- FILTER FABRIC
Not Used.
DA-40 CONCRETE RIPRAP
1 GENERAL: The following shall govern the furnishing and placing of concrete riprap as shown
on the plans or as directed by the Engineer.
2 MATERIALS: Concrete for riprap shall be placed in accordance with the details and to the
dimensions shown on the plans or as established by the Engineer. Unless otherwise shown on
the plans,concrete riprap shall be reinforced using wire or bar reinforcement.
102W8 ASC-25
.■
PART DA - ADDITIONAL SPECIAL CONDITIONS
The concrete shall be 3000 PSI at 28 days, Class A.
Wire reinforcement shall be six (6) by six(6) inch No. 6 plain electric welded reinforcing fabric or
its equal.A minimum lap of six(6) inches shall be used at all splices. At the edge of the riprap,
the wire fabric shall not be less than one (1)inch, no more than three (3) inches from the edge of
the concrete and shall have no wire projecting beyond the last member parallel to the edge of the
concrete.
Reinforcement shall be supported properly throughout the placement to maintain its position
equidistance from the top and bottom surface of the slab.
If the slopes and bottom of the trench for toe walls are dry and not consolidated properly, the
Engineer may require the entire area to be sprinkled, or sprinkled and consolidated before the
concrete is placed.All surfaces shall be moist when concrete is placed.
After the concrete has been placed, compacted, and shaped to conform to the dimensions shown
on the plans, and after it has set sufficiently to avoid slumping, the surface shall be finished with a
wooden float to secure a reasonably smooth surface.
3. PAYMENT. Payment for concrete riprap in place shall be made at the unit price bid in the
Proposal multiplied by the quantity of material used. Bid price will be full compensation for
placing all materials, and for all labor,tools, equipment, and incidentals necessary to complete
the work.
Payment for all necessary excavation below natural ground, and bottom or slope of the excavated
channel will be included in the bid price.
DA-41 CONCRETE CYLINDER PIPE AND FITTINGS
Not Used.
DA-42 CONCRETE PIPE FITTINGS AND SPECIALS
Not Used.
DA-43 UNCLASSIFIED STREET EXCAVATION
Not Used.
DA-44 6" PERFORATED PIPE SUBDRAIN
Not Used.
DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS
Not Used.
DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION
Not Used.
10/'23/08 ASC-26
PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-47 PAVEMENT REPAIR IN PARKING AREA
The unit price bid under appropriate BID ITEM(S) of the Proposal shall cover all cost for providing
pavement repair equal to or superior in composition, thickness, etc., to existing pavement. 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 crushed limestone base material,
compacted and level with the finished adjacent surface. This finished grade shall be maintained
in a serviceable condition until the paving has been replaced.
DA-48 EASEMENTS AND PERMITS
Easements and permits, both temporary and permanent, have been secured for this project at
this time and made a part thereto. Any easements and/or permits, both temporary and
permanent, that have not been obtained by the time of publication shall be secured before
construction starts. No work is to be done in areas requiring easements and/or permits until the
necessary easements are obtained. The Contractor's attention is directed to the easement
description and permit requirements, as contained herein, along with any special conditions that
may have been imposed on these easements and permits.
Where the pipeline crosses privately owned property, the easements and construction areas are
shown on the plans. The easements shall be cleaned up after use and restored to their original
conditions or better. In the event additional work room or access 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.
DA-49 HIGHWAY REQUIREMENTS
Not Used,
DA-50 CONCRETE ENCASEMENT
Concrete encasement shall be Class E (1500 psi) concrete and for sewer line encasements shall
conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of the General Contract
Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the
General Contract Documents.
Payment for work such as forming, placing, and finishing including all labor, tools, equipment and
material necessary to complete the work shall be included in the linear foot price bid for Concrete
Encasement.
DA-51 CONNECTION TO EXISTING STRUCTURES
All connections between proposed and existing facilities, shall consist of a watertight seal.
Concrete used in the connection shall be Class A(3000 psi) concrete and meet the requirements
of Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placement, a
gasket, RAM-Nek or approved equal shall be installed around penetrating pipe.
10/23/08 ASC-27
w
PART DA - ADDITIONAL SPECIAL CONDITIONS
Payment for such work as connecting to existing facilities including all labor, tools, equipment,
and material necessary to complete the work shall be included in the linear foot price of the
appropriate pipe BID ITEM.
DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION
Not Used.
DA-53 OPEN FIRE LINE INSTALLATIONS
Not Used.
DA-54 WATER SAMPLE STATION
Not Used.
DA-55 CURB ON CONCRETE PAVEMENT
Standard Specification Item 502 shall apply except as herein modified.
INTEGRAL CURB: Integral curb shall be constructed along the edge of the pavement as an
integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be
deposited not more than thirty(30) minutes after the concrete in the slab.
SUPERIMPOSED CURB: Concrete shall have a minimum compressive strength of three
thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing water
shall not exceed seven (7) U.S. gallons per sack (94 lbs.) of Portland Cement. The slump of the
concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of
cement per cubic yard of concrete is required.
PAYMENT: Payment shall be made for cutting and replacing curbs and gutters required in this
Project under the appropriate bid item and shall be in compliance with Public Works Department
standard requirement Item 502.
DA-56 SHOP DRAWINGS
Not Used.
DA-57 COST BREAKDOWN
Not Used.
DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY
All work involving paving and/or drainage shall conform to the two following published
specifications, except as modified herein:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION — CITY
OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NORTH CENTRAL TEXAS
DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP
102M8 ASC-28
PART DA - ADDITIONAL SPECIAL CONDITIONS
When H.M.A.C. greater than 9 inches in depth is encountered, it shall be replaced with a
combination of H.M.A.C. and 2:27 concrete base, as determined by the Engineer, to achieve the
required thickness of pavement.
DA-60 ASPHALT DRIVEWAY REPAIR
At locations where H.M.A.C. driveways are encountered, such driveways shall be completely
replaced for the full extent of utility cut with H.M.A.C. equal to or better than the existing driveway.
DA-61 TOPSOIL
Not Used.
DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT
Not Used.
DA-63 BID QUANTITIES
Bid quantities of the various items in the proposal are for comparison only and may not reflect the
actual quantities. There is no limit to which a bid item can be increased or decreased.
Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured
quantities. To the extent that C44.3 conflicts with this provision, this provision controls. No claim
will be considered for lost or anticipated profits based upon differences in estimated quantities
versus actual quantities.
Total quantities given in the bid proposal may not reflect actual quantities; however, they are
given for the purpose of bidding and awarding the contract. A contract in the amount of
$2,000,000 shall be awarded with final payment based on actual measured quantities and the unit
price bid in this proposal. Moreover,there is to be not limit on the variation between the estimated
quantities shown and actual quantities performed.
DA-64 WORK IN HIGHWAY RIGHT OF WAY
When the Engineer directs the Contractor to perform work in the right-of-way which is under the
jurisdiction of the Texas Department of Transportation (TxDOT), the Contractor shall obtain
approval from the Texas Department of Transportation prior to commencing any work therein. All
work performed in the TxDOT right-of-way shall be performed in compliance with and subject to
approval from the Texas Department of Transportation and Item E2-29.1 "Construction Within
Highway Right-of-Way* of the General Contract Documents and Specifications, effective July 1,
1978, as amended.
DA-65 CRUSHED LIMESTONE (FLEX-BASE)
Crushed limestone required for use as a flexible base material shall conform to Specification Item
No. 208 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort
Worth Transportation and Public Works Department.
DA-66 OPTION TO RENEW
10/21o8 ASC-29
PART DA - ADDITIONAL SPECIAL CONDITIONS
Not Used.
DA-67 NON-EXCLUSIVE CONTRACT
This contract is non-exclusive. During the term of this contract or any renewal hereof, the City
reserves the right to advertise and award another contract for like or similar work. If a second
contract is awarded, the City further reserves the right to issue work orders under either contract
as it deems in its best interest, without recourse.
DA-68 CONCRETE VALLEY GUTTER
Not Used.
DA-69 TRAFFIC BUTTONS
Not Used.
DA-70 PAVEMENT STRIPING
Not Used.
DA-71 H.M.A.C. TESTING PROCEDURES
The contractor is required to submit a Mix Design for both Type "B" and "D" asphalt that will be
used for each project. This should be submitted at the Pre-Construction Conference. This design
shall not be more than two (2) years old. Upon submittal of the design mix a Marshal (Proctor)will
be calculated, if one has not been previously calculated, for the use during density testing. For
type"B"asphalt a maximum of 20% rap may be used. No Rap may be used in type"D'
Upon approval of an asphalt mix design and the calculation of the Marshal (proctor)the contractor
is approved for placement of the asphalt. The contractor shall contact the City Laboratory, through
the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to
assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will
provide the required densities. The required Density for Type "B" and for Type "D" asphalt will be
91% of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt
testing.
After a rolling pattern is established, densities should be taken at locations not more than 300 feet
apart. The above requirement applies to both Type "B" and "D' asphalt. Densities on type "B"
must be done before Type"D"asphalt is applied.
Cores to determine thickness of Type "B" asphalt must be taken before Type "D' asphalt is
applied. Upon completion of the application of Type "D" asphalt additional cores must be taken to
determine the applied thickness.
DA-72 SPECIFICATION REFERENCES
1023/08 ASC-30
PART DA - ADDITIONAL SPECIAL CONDITIONS
When reference is made in these specifications to a particular ASTM, AWWA, ANSI or other
specification, it shall be understood that the latest revision of such specification, prior to the date
of these general specifications or revisions thereof, shall apply.
DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL
VALVE AND BOX
Not Used.
DA-74 RESILIENT-SEATED GATE VALVES
Not Used.
DA-75EMERGENCY SITUATION, JOB MOVE-IN
The Owner or Engineer shall determine when an emergency situation shall exist. When water
emergency work is required, the Contractor shall mobilize to the said location within twenty-four
(24) hours after given notification from the Inspector and/or Project Manager. The Contractor shall
make all necessary arrangements for bypass pumping, setting up barricades, notifying citizens,
etc., while waiting for other utilities to be located as directed by the Engineer. The Contractor shall
work continuously until the emergency work order has been completed at a time agreed to by the
Project Manager, Inspector, and Contractor.After the emergency work order has been completed,
there will be no additional "Job Move-In" charges paid to remobilize back to the previous project
location site.
DA-76 1 %11 & 2" COPPER SERVICES
Not Used.
DA-77 SCOPE OF WORK (UTIL. CUT)
Not Used.
DA-78 CONTRACTOR'S RESPONSIBILTY (UTIL. CUT)
Not Used.
DA-79 CONTRACT TIME (UTIL. CUT)
Not Used.
DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT)
Not Used.
DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT)
Not Used.
DA-82 LIQUIDATED DAMAGES (UTIL. CUT)
1012MB ASC-31
PART DA - ADDITIONAL SPECIAL CONDITIONS
Not Used.
DA-83 PAVING REPAIR EDGES (UTIL. CUT)
Not Used,
DA-84 TRENCH BACKFILL (UTIL. CUT)
Not Used.
DA-85 CLEAN-UP (UTIL. CUT)
Not Used.
DA-86 PROPERTY ACCESS (UTIL. CUT)
Not Used.
DA-87 SUBMISSION OF BIDS (UTIL. CUT)
Not Used.
DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT)
Not Used.
DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. CUT)
Not Used.
DA-90 2"TO 9" H.M.A.C. PAVEMENT (UTIL. CUT)
Not Used.
DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT)
Not Used.
DA-92 MAINTENANCE BOND (UTIL. CUT)
Not Used.
DA-93 BRICK PAVEMENT(UTIL. CUT)
Not Used.
DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT)
Not Used.
1 on3/os ASC-32
PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT)
Not Used.
DA-96 REPAIR OF STORM DRAIN\STRUCTURES (UTIL. CUT)
Not Used.
DA-97 "QUICK-SET" CONCRETE (UTIL. CUT)
Not Used.
DA-98 UTILITY ADJUSTMENT (UTIL. CUT)
Not Used.
DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT)
Not Used.
DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT)
Not Used.
DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT)
Not Used.
DA-102 PAYMENT(MISC. EXT.)
Because of the unique nature of this contract, C8-8.5 PARTIAL ESTIMATES AND RETAINAGE
of the General Conditions shall not apply and shall be superseded by the following: (Please initial
below)
Whenever the improvements prescribed by an individual Work Order have been completed, the
Contractor shall notify the Engineer. The Engineer or other appropriate official of the Owner will,
within a reasonable time, perform the inspections. If such inspection reveals that the
improvements are in an acceptable condition and have been completed in accordance with the
terms of the Contract Documents and all approved modifications thereof, the Engineer will
recommend acceptance of the work under that particular Work Order and recommend payment
therefore.
If the Engineer finds that the work has not been completed as required, he shall so advise the
Contractor in writing, furnishing him an itemized list of all known items which have not been
completed or which are not in an acceptable condition. When the Contractor has corrected all
such items, he shall again notify the Engineer that the improvements are ready for inspection, and
the Engineer shall proceed as outlined above.
102M8 ASC-33
PART DA - ADDITIONAL SPECIAL CONDITIONS
Whenever the improvements prescribed by the individual Work Order have been completed and
all requirements of the Contract Documents have been fulfilled on the part of the Contractor, an
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.
The amount of the estimate will be paid to the Contractor after acceptance by the Water
Department Director, provided the Contractor has furnished to the Owner satisfactory evidence of
payment as follows: Prior to submission of the estimate for payment, the Contractor shall execute
an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations,
or other organizations furnishing labor and/or materials under that Work Order 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 individual payment as aforesaid shall operate as and
shall release the Owner from all claims or liabilities under the Contract for anything done or
furnished or relating to the work under that Work Order or any act or neglect of said City relating
to or connected with the Contract.
The making of the payment by the Owner shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
Bidder's Initials
DA-103 DEHOLES (MISC. EXT.)
The Contractor excavates for existing water and/or sanitary sewer main as detailed by work order
together with a sketch. The location and dimensions shown on the plans relative to other existing
utilities are based on the best information available. Omission from, or the inclusion of utility
locations on the Plans is not to be considered as the nonexistence of, or a definite location of,
existing underground utilities. It shall be the Contractor's responsibility to verify locations of
adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may
negotiate such local adjustments as necessary in the dehole process to provide adequate
clearances. The Contractor shall take all necessary precautions in order to protect all services
encountered. Any damage to utilities resulting from the Contractor's operations, shall be restored
at his expense.
Payment for work such as backfill and all other associated appurtenants required, shall be
included in the price of the appropriate bid item.
DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.)
Not Used.
DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.)
Not Used.
DA-106 BID QUANTITIES (MISC. EXT.)
1012"8 ASC-34
PART DA - ADDITIONAL SPECIAL CONDITIONS
Bid quantities of the various items in the proposal are for comparison only and may not reflect the
actual quantities. There is no limit to which a bid item can be increased or decreased.
Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured
quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls. No claim
will be considered for lost or anticipated profits based upon differences in estimated quantities
versus actual quantities.
DA-107 LIFE OF CONTRACT (MISC. EXT.)
It is contemplated that Work Orders will be issued to the Contractor for work to be performed
under this Contract for not to exceed 365 calendar days following the date of the Contract nor to
exceed the limit of the bid price, whichever should occur first. The Contractor shall be required to
complete any work covered by a Work Order issued prior to that date of termination but will not be
required to accept any work order for execution dated after that date of termination. If the cost of
the work performed under this Contract is less than the limit of the bid price at the end of the 365
calendar day period, at the City's option and the Contractor's concurrence, the Project may be
extended to the limit of the bid price.
DA-108 FLOWABLE FILL (MISC. EXT.)
1. Description:
The flowable fill material shall be delivered to the site, free flowing and self-leveling and
shall have a consistency enabling it to fill all voids without tamping, vibrating or
compacting.
The flowable fill material shall have an in place density of not less than 95 and not more
than 115 lbs./cu, ft., with a maximum twenty-eight (28) day compression strength of not
less than 60 and not more than 85 PSI allowing the material to be removed with hand
tools such as picks and shovels. The height of free fall of the flowable fill shall not exceed
four(4)feet.
2. Material Specifications:
Flowable fill shall consist of:
a. An appropriate amount of Portland Cement meeting ASTM C-150 (with other additives
as necessary).
b.Aggregates meeting ASTM C-33
c. Sand or fine aggregates as per City of Ft. Worth Standard Specifications for Street and
Storm Drain Construction Item 406
d. Flyash, Class C or F, meeting ASTM C-618
e.Admixtures
1. Mineral admixtures will be pouolanic
2. Chemical admixtures shall be in liquid or powder form used in standard ready-mix
concrete products unless specifically designed for flowable fill. Permissible types of
admixtures are:
a. High air generators, as manufactured by Grace Construction Products
or approved equal, which are specifically designed for flowable fill to
10a3roe ASC-35
PART DA - ADDITIONAL SPECIAL CONDITIONS
lower unit weights, reduce shrinkage and subsidence, and control
compressive strength.
b. Air entraining admixtures conforming to ASTM C-260.
c. High range water reducers conforming to ASTM C-494 Type F or G.
d. Accelerating admixtures conforming to ASTM C-494, Type C.
1. Non-chloride, non-corrosive accelerators used where metals
are present in concrete or embedded members.
2. Calcium chloride
DA-109 BRICK PAVEMENT REPAIR (MISC. EXT.)
Contractor shall take all precautions to carefully remove all existing brick pavers. The brick pavers
shall be handled with extreme care to avoid chipping and/or breaking of pavers. Until installed,
they shall be cleaned and neatly stacked on pallets (not to exceed 3 feet in height). If necessary,
all new brick pavers used on this project shall meet the specifications for ASTM C1272. The brick
shall be a Type F heavy vehicular paving brick a minimum 2 5/8" thick, with spacer nibs or lugs,
and match the existing brick in size, shape, and color.
The brick pavers will be set on a %-inch sand/cement bedding mixture. The sand used shall
conform to ASTM C33 excluding all stone screenings that may pass the C33 sieve analysis. The
cement sand ratio shall be 1 sack of cement per 1 CY of sand or as directed by the Engineer.
Filter fabric 12-inches wide will be installed over every construction, and/or expansion joint as well
as all vertical surfaces.
Once the brick pavers have been installed they will be vibrated into the sand bed. Sand
conforming to C33 will then be swept into joints and vibrated again. All brick shall be installed per
the manufacturer's recommendations. The resulting repair shall provide a smooth driving surface
and match all applicable street grades, cross slopes, and crowns.
The price bid per linear foot for "PAVEMENT-PAVER ON REINFORCED CONCRETE BASE" as
shown in the Proposal will be full payment for materials including all labor, equipment, tools and
incidentals necessary to complete the work.
DA-110 DETERMINATION AND INITIATION OF WORK (MISC. EXT.)
The Engineer shall determine and designate to the Contractor the location of the service main
requiring replacement by a Work Order together with a sketch for each such replacement, giving
the limits, size and nature of work required. The Engineer will notify the Contractor that a Work
Order is ready and fax the Contractor a copy of the Work Order notification. The Contractor is to
provide his fax number to the Engineer at the pre-construction conference. Single or several Work
Orders may be issued at one time. The Contractor shall initiate work on a replacement within
seven (7) working days of the date the Work Order is faxed to the Contractor, and continue work
on the Work Order until it has been completed, not including paving. The Contractor shall furnish
and supply sufficient equipment and personnel to complete the Work Order in the amount of time
provided for in the Work Order. Should the Contractor fail to start any Work Order within the time
specified, he shall add the necessary work crews and equipment to prosecute the work to
complete the Work Order or Work Orders in the time provided therefore.
DA-111 WORK ORDER COMPLETION TIME (MISC. EXT.)
102"8 ASC-36
PART DA - ADDITIONAL SPECIAL CONDITIONS
Should the contractor fail to complete an individual work order in the given amount of calendar
days as specified on each individual work order, liquidated damage charges as prescribed in Part
C -General Conditions C7-7.10 Time of Completion will be subtracted from the final pay estimate
of that particular work order. The estimated amount for each particular work order will be used for
determining the amount of damages charged per calendar day of time exceeding the specified
amount.
The first two paragraphs of Part C - General Conditions C7-7.10 Time Of Completion shall be
replaced with the following:
The time of completion of each individual work order in an essential element of this contract.
Each work order issued will have the maximum allowed number of calendar days allowed for the
completion of that specific work.
DA-112 MOVE IN CHARGES (MISC. EXT.)
A Work Order may contain one or more locations. One move-in fee will paid to the contractor per
Work Order issued. Locations for multiple sites per Work Order will be in the same general
vicinity, if possible, and if so, only one mobilization charge will be paid.
When water and sewer work are required only the water move in fee will be paid. At no time will
both fees be paid for one specific location.
DA-113 PROJECT SIGNS (MISC. EXT.)
Project Signs are required at all locations which will be under construction for more than thirty (30)
calendar days as indicated in Part B Proposal. Project Signs shall be in accordance with attached
detail"Project Designation Sign". The signs may be mounted on skids or on posts. The exact
locations and methods of mounting shall be approved by the engineer.Any and all costs 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.
DA-114 LIQUIDATED DAMAGES (MISC. EXT.)
The Contractor shall pay liquidated damages of four hundred twenty dollars ($420.00) per day per
Work Order, for failure to begin a Work Order within the seven (7) working days of the date the
Work Order is faxed to the Contractor. Failure to complete project within the stipulated
construction time on the Work Order, the Contractor will pay liquidated damages in the amount
stipulated in these contract documents.
DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. EXT.)
Because of the unique nature of this contract, the number of trench safety system designs
required is not known at the time bids are received. While the contractor is still bound by the latest
version of the U.S. Department of Labor, Occupational Safety and Health Administration
Standards, 29 CFR Part 1926, Subpart P-Excavations as detailed in D-26 Trench Safety System,
it is the City's intention that all costs incurred by the Contractor in acquiring trench safety designs
be included in the unit price bid for Job Move in.
DA-116 FIELD OFFICE
10123108 ASC-37
e�
PART DA - ADDITIONAL SPECIAL CONDITIONS
Not Used
DA-117 TRAFFIC CONTROL PLAN
Traffic control shall be in accordance with item D-8 of the Special Conditions.
DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS
Not Used
DA—119 CATHODIC PROTECTION SYSTEM
Not Used
DA— 120 CONTRACT AWARD (MISC. EXT.)
Bid quantities of the various items in the proposal are for comparison only and may not reflect the
actual quantities. There is no limit to which a bid item can be increased or decreased.
Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured
quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls. No claim
will be considered for lost or anticipated profits based upon differences in estimated quantities
versus actual quantities.
Total quantities given in the bid proposal may not reflect actual quantities; however, they are
given for the purpose of bidding and awarding the contract. A contract in the amount of
$2,000,000.00 shall be awarded with final payment based on actual measured quantities and the
unit price bid in this proposal. Moreover, there is to be no limit on the variation between the
estimated quantities shown and actual quantities performed.
It is understood and agreed that the scope of work contemplated in this contract is that which is
designated by the City but will in no case exceed $2,000,000.00.
1012M8 ASC-38
GENERAL CONSTRUCTION NOTES
1. THE PROPOSED WATER AND/OR SEWER MAINS AT TIME WILL BE LAID CLOSE
TO OTHER EXISTING UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW
THE GROUND. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR
THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, FENCES, TREES,
SHRUBS, GAS MAINS, TELEPHONE CABLES, TEE CABLES, DRAINAGE PIPES,
UTILITY SERVICES AND ALL OTHER UTILITIES AND STRUCTURE BOTH ABOVE
AND BELOW THE GROUND DURING CONSTRUCTION. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL UTILITY OWNERS PRIOR TO ANY
' CONSTRUCTION IN THE AREA AND VERIFY THE ACTUAL LOCATION OF ALL
BURIED UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS. THE
CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND AND
OVERHEAD FACILITIES AND BE RESPONSIBLE FOR ANY DAMAGE HE MAY
CAUSE TO THEM. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT
LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION:
FORT WORTH WATER DEPARTMENT 817-871-8296
FORT WORTH TRANSPORTATION & PUBLIC WORKS 817-392-8100
TXU ELECTRIC 800-344-8377
ATMOS ENERGY 800-545-6005
AT&T 800-395-0440
CHARTER COMMUNICATIONS 800-344-8377
FORT WORTH LIGHT AND SIGNAL DIVISION 817-392-8100
TEXAS EXCAVATION SAFETY SYSTEM 800-DIG-TESS
PARKS AND COMMUNITY SERVICES DEPT. 817-392-7275
2. EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH
THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS
CAUTIONED THAT THE CITY AND THE ENGINEER NEITHER ASSUMES NOR
IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. THE
CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING
UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITY CROSSINGS SHOWN ON
THE INCLUDED PROFILES ARE FROM RECORD DRAWINGS AND FROM
INFORMATION OBTAINED FROM UTILITY COMPANIES. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY THE HORIZONTAL AND
VERTICAL LOCATIONS OF THESE UTILITIES.
3. THE LOCATION OF ALL SANITARY SEWER, WATER, STORM SEWER,TELEPHONE,
GAS, ELECTRIC, CABLE TELEVISION UTILITIES, DRIVEWAYS, RETAINING WALLS,
STRUCTURES, ETC., WHICH MAY BE SHOWN ON THESE PLANS ARE
APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION,
ELEVATION, AND CONFIGURATION OF ALL UTILITIES AND STRUCTURES PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
RECONNECTING ALL ACTIVE SERVICES THAT ARE NOT SHOWN. CONTRACTOR
SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES AND PROPERTY
OWNERS TO MARK AND LOCATE ALL UNDERGROUND FACILITIES PRIOR TO
CONSTRUCTION. SUCH VERIFICATION SHALL BE CONSIDERED AS SUBSIDIARY
TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE
ALLOWED.
4. CONTRACTOR'S PERSONNEL SHALL WEAR IDENTIFYING CLOTHING OR HATS AT
ALL TIMES. THE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL
VEHICLES.
s�
5. THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN
EASEMENTS, INTERFERING WITH CONSTRUCTION OPERATION AND PROVIDE
TEMPORARY FENCING DURING CONSTRUCTION. REMOVED FENCES, WOODEN
OR CHAIN LINK, SHALL BE REPLACED WITH A NEW FENCE OR UNDAMAGED
ORIGINAL FENCING. ALL AFFECTED PROPERTY OWNERS SHALL BE NOTIFIED
PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND
TEMPORARY FENCES SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT
COST AND REFLECTED IN THE UNIT BID PRICES FOR VARIOUS ITEMS LISTED IN
THE PROPOSAL.
6. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR
SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN,
PREPARED BY A PROFESSIONAL ENGINEER FOR THIS PROJECT. A TRENCH
SAFETY PLAN SHALL BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
7. SOD SHALL BE REPLACED IN ALL AREAS DISTURBED BY CONSTRUCTION. SOD
SHALL MATCH EXISTING GRASSES.
8. NO SEPARATE PAY ITEM WILL BE MADE FOR THE REMOVAL AND DISPOSAL OF
EXISTING PUBLIC FACILITIES (PIPES, VALVES, ETC.) WITHIN A PROPOSED
UTILITY TRENCH UNLESS OTHERWISE INDICATED WITHIN THE PROJECT
SPECIFICATIONS. ITEMS TO BE REMOVED OR ABANDONED OUTSIDE OF A
PROPOSED UTILITY TRENCH SHALL BE PAID FOR PER A SEPARATE PAY ITEM.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT
AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF
THE CONSTRUCTION CREW AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC
AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY
SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, IF
NECESSARY. NOT A SEPARATE PAY ITEM.
10. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK IN PRIVATE PROPERTY,
THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY
OWNERS 48 HOURS PRIOR TO BEGINNING WORK ON EACH PROPERTY. THE
LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTOR
CONTACTS, A DESCRIPTION OF THE WORK TO BE DONE, AND THE TIME FRAME
FOR DOING THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO THE
CITY INSPECTOR. DISTRIBUTION OF LETTERS SHALL BE CONSIDERED AS
SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION
WILL BE ALLOWED.
11. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR
SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE
RESTORATION MUST BE COMPLETED TO THE OWNER'S SATISFACTION WITHIN
TEN (10) WORKING DAYS. FAILURE TO MAINTAIN SITE RESTORATION, AS NOTED
ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE INSTALLATION
ACTIVITIES.
12. THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND
REPLACE (WITH PRIOR APPROVAL OF CITY PARKS AND COMMUNITY SERVICES
AND/OR AFFECTED PROPERTY OWNERS) ALL TREES, SHRUBS, HEDGES,
RETAINING WALLS, LANDSCAPING, BUILDINGS, WALKS, ETC., IN OR NEAR
PROPOSED CONSTRUCTION AREA. THIS WORK SHALL BE CONSIDERED
INCIDENTAL AND NOT A SEPARATE PAY ITEM.
13. CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS,
AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND
REPLACEMENT OF THESE ITEMS SHALL BE AS DESIGNATED. AT LOCATIONS
WHERE THE CURB AND GUTTER ARE TO BE REPLACED, THE CONTRACTOR
SHALL ASSUME ALL RESPONSIBILITY FOR THE RE-ESTABLISHMENT OF
EXISTING STREET AND GUTTER GRADES. ESTABLISHMENT OF GRADES SHALL
BE PERFORMED PRIOR TO CONSTRUCTION AND IS NOT A SEPARATE PAY ITEM,
BUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT PRICE.
14. ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CITY OF
FORT WORTH STANDARDS. ALL PAVEMENT REPAIR SHALL CONFORM TO THE
CITY OF FORT WORTH STANDARDS.
15, THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS
MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM.
SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL
BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD
PLAIN ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT
WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER
STATING SO. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW
AREAS OR ALONG NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION
FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN
ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE
AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL
DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE MATERIAL
AT HIS OWN COST.
16. IT IS RECOMMENDED THE CONTRACTOR VIDEO ALL POTENTIALLY IMPACTED
PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHOULD INCLUDE THE
DATE, NOTATION AND AUDIO IDENTIFICATION OF PROPERTY ADDRESS AND
THE IMPACTED UTILITY TYPE AND SIZE. ANY PRE-CONSTRUCTION VIDEO
TAPING OF IMPACTED PROPERTIES SHALL BE CONSIDERED SUBSIDIARY TO
THE COST OF THE PROJECT.
17. COSTS ASSOCIATED WITH PROPOSED CONNECTIONS TO EXISTING FACILITIES
SHALL BE INCLUDED IN EACH RESPECTIVE BID ITEM. NO SEPARATE PAY,
EXCEPT AS SPECIFICALLY INDICATED WITHIN THESE PLANS OR THE CONTRACT
DOCUMENTS.
18. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS
ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS ARISING FROM THE
CONSTRUCTION ACTIVITY.
19. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO
6:00 PM UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER. IN
THE CASE OF ARTERIAL STREETS, 9:00 AM AND 4:00 PM ONLY.
20. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SEWER
CONNECTIONS TO ALL HOMES AND BUSINESSES IN WORKING ORDER AT ALL
TIMES, EXCEPT FOR BRIEF PRE-NOTIFIED INTERRUPTIONS IN WATER
SERVICES. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN
UNREINSTATED OVERNIGHT.
21. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAFFIC
AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE
SAFEGUARDS WILL BE ACCEPTABLE, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
22. CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING
CONSTRUCTION TO INFORM PRINCIPALS AND ADMINISTRATORS OF
CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL MARQUEE IS
SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION AND
CONSTRUCTION DURATION AND POSSIBLE ALTERNATE ROUTES AROUND
CONSTRUCTION SITES.
23. THE CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL PLAN FOR ALL
WORKING AREAS TO THE CITY TRAFFIC ENGINEER FOR APPROVAL PRIOR TO
THE PRE-CONSTRUCTION MEETING. TWO-WAY TRAFFIC MUST BE MAINTAINED
AT ALL TIMES. ONE LANE OF TRAVEL AROUND CONSTRUCTION OPERATIONS IN
PROGRESS WITH ADEQUATE SAFEGUARDS WILL BE ACCEPTABLE ON MINOR
STREETS ONLY. ALL BARRICADES, WARNING SIGNS, LIGHT DEVICES, ETC., FOR
THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST
CONFORM TO THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
AS CURRENTLY AMENDED, TEXAS STATE DEPARTMENT OF HIGHWAYS AND
PUBLIC TRANSPORTATION. THE COST FOR TRAFFIC CONTROL SHALL BE
SUBSIDIARY TO THE UNIT PRICES FOR THIS PROJECT.
24. TWO (2) PERMANENT PAINTED DRIVE ADDRESSES MUST BE INSTALLED AT THE
BASE OF THE CURB ON EACH SIDE OF EVERY DRIVEWAY. ADDRESS SIGNS
SHALL BE POSTED IN A POSITION TO BE PLAINLY VISIBLE AND LEGIBLE.
NUMBERS SHALL BE AT LEAST 3" IN HEIGHT AND CONTRAST.
} SECTION E SPECIFICATIONS
_ JANUARY 1, 1978
PE X W- o
WATER DEPARTMENT
All materials, construction methods and procedures used in this project shall conform to
Sections El, 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 El, 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.
w
INDEX
El MATERIAL SPECIFICATIONS
E2 CONSTRUCTION SPECIFICATIONS
E2A GENERAL DESIGN DETAILS
Revisions as of April 20, 1981, follow:
E1-2.4 Backfill: (Correct minimum compaction requirement to 95%Procter density and correct P.I.
values as follows:)
C. Additional backfill requirements when approved for use in streets:
1. Type B Backfill -
(c)Maximum plastic index(PI) shall be 8
2. Type C Backfill
(a) Material meeting requirements and having a PI of 8 or less shall be
considered as suitable for compaction by wetting
(b) Material, meeting requirement and having a PI of 9 or more
shall be considered for use only with mechanical compaction
E2-2.11Trench Backfill: (Correct minimum compaction requirement wherever it appears, in this
section to 95%Procter density except for paragraph a.l. where the "95%modified Procter
�„ density" shall remain unchanged).
SECTION El00—MATERIAL SPECIFICATIONS
MATERIAL STANDARD E100-4
JANUARY 1, 1978 (ADDED 5/13/90)
E 100-4 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. The manhole insert shall be of corrosion-proof high density polyethelene that meets
or exceeds the requirements ofASTM D1248,Category 5, Type III.
b . 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 D 1056,or equal.
d. The manhole insert shall have a strap for removing the insert. The strap shall be made of
minimum 1 wide woven polypropalene or nylon webbing, with the ends treated to prevent
unravelling. 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. The manhole frame shall be cleaned of all dirt and debris before placing the manhole insert
on the rim.
b. 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.
E100 (1)
an
IF
i I-1 11=1 11=III:
I=�LI j �E�BACKF•ILL
r MINIMUM 6 IAIITIN. r .: ':y•:�; �, = QQD:
13ACKRLL COVER I .`•:"-'"tea "_• �;".`: TIC
SAND.'MIA'IERfAI:EMBEDMENT
r • i �s.. :µ; I & INITIAL BAC*U
r�^�,• I(_' SEE SPEC.' El-Z3 G.C.D.
MI
• EYBED1dENT��
ow
•:• ��I i�.ii•i-li i-I I i=l I�l-..III:
WATER: SIZES• UP TO AND INCLUDING .12
.• • •i ICI I r� co
TYPE'-c- SAC KFILL.
- SEE SPEC.'E1-24
IrJZAL BACKFlLL COVE& __ •:, r •'�»< I I— G.C.A
WAIF O �•t+i•'�• 'r� F'r,'; I I;
SEWER -- 12- CRU•`'' '~ ` '` —
STORM DRAIN - 12- l�I"n�Y � MMATTE�'INITIAL E BA�ILL
-I I SEE SPEC.' E1-24(b) OR
I I—I :•:• °°°:o ( El-2.3 G.C.D.
MINIMUM
. STONE
O.o. O • p p-p•°O � .���i .
EMBED
I I�F E"El IEEI I Sr>= SPEC• El-7-3
-if 11 11=1 I I—I 11-1 I i= G•C.D•
WATER: SIZES 16"' AND LARGER
SEWER: .ALL SIZES
STORM DRAIN: ALL. SIZES
MATERIAL .SPECIFICATIONS
SAND GRADATION
!LESS THAN.IOX'PASSING
#200 STE1fE THE EMfaEOMENT AND.BACKFILL DETAILS PROVIDED ON THIS
•P..L 10 OR,LESS SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF BOTH
THE E1-24(b) AND E1-23 OF-THE G.C.D. AND STD. SPEC.
ITEM 402 OF THE.TPW STANDARD SPECIFICATIONS FOR
STREET & STORM DRAIN CONSTRUCTION. ALL OTHER
CRUSHED STONE GRADATION PROVISIONS OF THESE ITEMS SHALT- APPLY.
SEW SIZE ' . X RETAINED
WATER,..SEWER. & STORM . DRAIN;
• '� -.' . -9� EMBEDMENT •AND SACKFILL DETAILS '
'r #4 W-100
#s ss=ioo CITY OF,FORT WORTH�C1}NMUCn0 STANDARD I
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FORTWORTH �.
61"
3"
3., Project Title "
_ 1
4' 82. Funding.
3"
12" -Contractor: ,.
rM Contractor's Name
,2•
12° Questions on this Project Call:
�2" - _ (817) 392 - XXXX
,2. After Hours Call: (817) 392 - XXXX
22.
R1"TYP. 1"TYP.J
FONTS: NOTES:
FORT WORTH LOGO IN CHELTINGHAM BOLD IF APPLICABLE TO THE PROJECT,
ALL OTHER LETTERING IN ARIAL BOLD CONTRACTOR SHALL OBTAIN VINYL
STICKER"CITY GAS LEASE REVENUE
COLORS: IN ACTION"/LOGO AT CDR SIGN AND
FORT WORTH-PMS 288-BLUE ENGRAVING,6311 EAST LANCASTER
LONGHORN LOGO-PMS 725-BROWN AVE(817-451-4684),PEEL AND PLACE
LETTERING-PMS 288-BLUE IN FUNDING SECTION.
BACKGROUND-WHITE
BORDER-BLUE
PROJECT DESIGNATION SIGN
CITY OF FORT WORTH - CONSTRUCTION STANDARD
DRAWING NO. 1 - H DATA:
------
------�
••.• ;:r. 8-#4 BARS (TYP.)
2" TYP.
O "'M tip•. � J/Od '.:•:'4
00
� Z
a ',
' O M 1''•.•� s ,r••r '
I M
4000 PSI
m I CONCRETE
ENCASEMENT
NOTES:
1. THIS STRUCTURE TO BE USED ONLY WHERE PIPE
SIZE IS 39" OR LARGER.
2. 2'x3' OPENING IN THE PIPE TO BE FABRICATED
AT PIPE PLANT AND NOT IN THE FIELD, EXCEPT
WHEN CONSTRUCTION IS ON EXISTING SYSTEM.
r,
E1-14 MATERIAL
E2-14 CONSTRUCTION
wr
ForrWOKFH
CITY OF FORT WORTH, TEXAS DATE: FEB.2009
STANDARD TYPE "A" ACCESS MANHOLE
PLAN VIEW SAN-001
■
MANHOLE FRAME, COVER
GRADE RINGS AND CONCRETE WITH
COLLAR PER SAN-009 T
"SEWER" CAST IN LID,
,30" CLEAR
OPE14ING
CONCRETE — SEE
STANDARD 4' DIA. APPLY INTERIOR
M.H. DETAIL CORROS'ON
SAN-003 PROTECTION AS
REQUIRED.
5'-0- 011k. (MIN.)
21-0-
APPLY 2 COATS (2'X3' CIPENING)
OF BITUMASTIC
COATING
00
4—#4 BARS
SEE DETAIL SAN-001 FOR
THE INSTALLATION OF STEEL
BARS AND ADDITIONAL .W.v
INFORMATION.
4—#4 BARS
8" MIN. 8" MIN.
POUR AGAINST
WOODEN FORMS
4000 PSI CONCRETE
ENCASEMENT
NOTE:
1. THIS STRUCTURE TO BE USED ONLY MERE PIPE
E1-14 MATERIAL SIZE IS 39" OR LARGER.
E2-14 CONSTRUCTION
FORT WORTH CITY OF FORT WORTH, TEXAS DATE:FEB.2009
so im STANDARD TYPE "A" ACCESS MANHOLE SAN-002
REFER TO
SAN-009
klm
B
MANHOLE FRAME, COVER, e� V
GRADE RINGS AND CONCRETE ;
COLLAR PER SAN-009 WITH
"SEWER" CAST IN LID. �tr I I I I •4
� II II
TRENCH WIDTH �c
CONC. CRADLE
APPLY INTERIOR TO EXTEND TO
2 COATS OF �•••
s BITUMASTIC CORRO 31ON :'`':'. PIPE BELL
COATING :'� PROTECTION AS
REQUIRED.
0-RING GASKETS
ASTM C-76, CLASS III ® JOINTS (TYP.) _—
RCP PRECAST MANHOLE :fw
JOINTS RECOATED SECTIONS OR EQUAL.
AFTER SECTIONS _�•�' (REF. E2-14) ::,,;:: *VARIES WITH
PUT TOGETHER PIPE DIA.
+ - - - - SECTION A-A
A 1 :t A
GROUT
co
:^' t't�::l`.;•.}'X+��.> %S.•a ej air • ,::j 1. e Z ro •'�h;•
:`•5..:'.°.+id �' ^ a^;
USE 4000 PSI CONCRETE SECTION B—B
4' DIA. FOR SEWER PIPE
UP TO 21" DIA.
5' DIA. FOR SEWER PIPE
E1-14 MATERIAL 24" TO 36" DIA.
E2-14 CONSTRUCTION
0 � CITY OF FORT WORTH, TEXAS DATE: FEB.2009
STANDARD 4' DIAMETER MANHOLE SAN-003
FINISH GRADE MANHOLE FRAME, COVER,
GRADE RINGS AND CONCRETE
COLLAR PER SAN-009 WITH
15" BELOW FINISH RIM "SEWER" CAST IN LID.
ELEVATION FOR STREET
RECONSTRUCTION
C-4
Y.
loll
FLAT SLAB TOP MIN, 6"
X. THICK, DESIGNED TO MEET
i 48" OR EXCEED H-20 LOADING
APPLY 2 COATS CONCRETE
OF BITUMASTIC
GROUT • (4,000 PSI) OR ASTIM
COATING, 6" C478 PRECAST MANHOLE
MIN. 6" SECTIONS.
4
SECTION A-A
0-RING GASKET
0 JOINT (TYP.)
PRECAST
JOINT DETAIL
A A 48' R.G.
771
PLAN
E1-12 MATERIAL
E2-12 CONSTRUCTION
•
ORT WORT CITY OF FORT WORTH,TEXAS DATE:FEB.2009
SHALLOW MANHOLE SAN-004
a
... MANHOLE FRAME, COVER,
GRADE RINGS AND CONCRETE
COLLAR PER SAN-009 WITH
s
"SEWER" CAST IN LID.
USE SDR-26 PIPE
TO FIRST JOINT
BEHIND LIMIT OF �30" CLEAR�f
EXCAVATION OPENING ����11
APPLY INTERIOR
CONCRETE CORROSION
.r COLLAR PROTECTION AS
REQUIRED.
'•• =1 I APPLY 2 COATS
�► SDR-26 OF BITUMASTIC
TEE COATING
•1'-2" , :III!
_!! INSTALL NUTS AWAY
III Z III FROM M.H. WALL ON CONCRETE - SEE
H II M.J. FITTING STANDARD 4' DIA.
_ N COR-TEN BOLTS DETAIL
TIL
SAN-
LIMITS OF I I II I l o 4'-0" O
EXCAVATION
_ w ¢ IF REQUIRED, PROVIDE
—III m STUB EXTENSION AT END
I—" < OF P.E. IN M.H. WALL
II I II > SLOPE 1"/1' TYP.
—III
—I VERTICAL TO
34 POINT OF PIPE
.i' r•' .�•� ,r r. TT
1
GROUTED INVERT USE 4000 PSI
CONCRETE
1O 4' DIA. FOR SEWER PIPE
UP TO 21" DIA.
5' DIA. FOR SEWER PIPE
24" TO 36" DIA.
E1-14 MATERIAL
E2-14 CONSTRUCTION
OYtT WORT CITY OF FORT WORTH, TEXAS DATE:FEB.2009
STANDARD 4' DIAMETER
DROP ACCESS MANHOLE SAN-005
!s
NOTES: A. STANDARD PIPE FITTINGS SHALL BE USED TO FORM INVERTS OF JUNCTION MANHOLES WHEN
POSSIBLE, WITH INSTALLATION AS FOLLOWS:
■
1. PIPE FITTING.
2. POUR MANHOLE FLOOR TO SPRING LINE OF FITTING.
3. BREAK OUT TOP OF FITTING TO SPRING LINE.
4. POUR REMAINDER OF MANHOLE INVERT TO PROVIDE VERTICAL INVERT WALL
UP TO 3/4 POINT OF THE LARGER PIPE INVOLVED, AS DETAILED.
5. STEEL TROWEL FINISH INVERT OF MANHOLE.
B. WHEN SPECIAL SITUATIONS PROHIBIT USE OF STANDARD PIPE FITTINGS AS ABOVE OUTLINED, THE
INVERT SHALL BE FORMED OF CONCRETE AND STEEL TROWEL FINISHED TO PROVIDE SIMILAR
FUNCTIONAL CHARACTERISTICS TO THOSE AFFORDED BY THE ABOVE INSTALLATION. INVERTS THUS
FORMED SHALL BE CONSTRUCTED TO THE ENGINEER'S SATISFACTION.
. A /
i
1-00
I
X`O,• I
-A 1
A
PLAN VIEW
r:......: y, i{'�G:t;`:"erg''-yj.ky.r :;.: .,i•i.
`+t•.!'. �':.'x�r`.Y r,.jl! {'t•"7 f,:'�..�rt.L+j,�,i.7{.y 'rL�'{..T t.^.�:r•,: •• •'•'
•r. f to �r( •{j ��IY,! Gz 14:r�� r Si�1t�l...t3. 5�.;..�:.
;' tY.,rv�l•.�?i 9'+�1, � ! /"a .:,Y.•fiiYt t L.7:J•. v
CONCRETE SLAB f',••,•`•' �'''""'':: :•�• ? �<��.:: ��••{ ,,::;,,. •.;,.. :t.,.�.;.,e� •''"''•'•� .;•t';
E1-14 MATERIAL SECTION A-A 0 WHEN PIPE SIZES DIFFER,
E2-14 CONSTRUCTION MATCH THE PIPE CROWNS.
oRT WORT CITY OF FORT WORTH,TEXAS DATE: FEB.2009
r• JUNCTION MANHOLE BOTTOM SAN-006
m
No
MANHOLE FRAME, COVER,
GRADE RINGS AND CONCRETE
COLLAR PER SAN-009 WITH
"SEWER" CAST IN LID.
1r3
U.1 MANHOLE FRAME, COVER, .00,
< GRADE RINGS AND CONCRETE
COLLAR PER SAN-009 WITH
"SEWER" CAST IN LID.
I W,
30" CLEAR
fOPE�ING
SEE STANDARD 4'
APPI Y INTERIOR
DIA. MANHOLE CORI OSION
DETAIL SAN-003
PRO' ECTION ASION AS
REQ IRED.
10' MIN.
APPLY 2 COATS-*-.
OF BITUMASTIC
COATING
NOTES:
1. SLOPE OF INTERCONNECTING
PIPE TO BE NOT LESS THAN 1%
2. FITTING WILL BE DUCTILE IRON
W1 MECHANICAL JOINT
3. IF BEND IS USED, BEND SHALL
NOT EXCEED 22.5'
SDR-26 FITTING
22.5*
MAX,
GROUT
SDR-26 LATERAL LINE
+ 8" OR LARGER
SDR-26 BELL
r+ �/ ( (RAM-NEK
AROUND TAP)
DRILLED HOLE
(CORED) I
E1-14 MATERIAL
E2-14 CONSTRUCTION
FoRTWORTH CITY OF FORT WORTH,TEXAS DATE:FEB.2009
OFFSET MANHOLE TO SEWER MAIN
LARGER THAN 2411 SAN-007
-I I itti I 1=1 11-111-111-1112211 M,I I 1=' 'I I it=i I M,I I 1=1 I I=-I I i-1 I I=-I I 1=' 'I I 1�-I 1,1�
VARIABLE DIAMETER BORE TO BE LARGE ENOUGH
0 TO PERMIT DESIGN TYPE PIPE TO BE PULLED OR
M JACKED THROUGH.
uj
M
I I 1E1 I 1E1 I E]I 1-1 I I�Ei I EEI I 1-1 I M I 1-1 I IE
FEE`
TYPICAL BORED SECTION
LONGITUDINAL VIEW
PRESSURE GROUT AS NEEDED
1=1 11-11 1=1 I 1EEI I
wa
-j
m of a: w
L
Lu
L
_j
m
r7-7 7--7 7=7 7= 7= T 17r--L71'L M=—MEI M-771 I 7T7ff�—
I a 17 ..
:L =L L 17r
r= 1 r= 1 1= I r- I I= I 1= I r-
TYPICAL BORE WITH PIPE INSTALLED
LONGITUDINAL MEW
PRESSURE GROUT AROUND CASING
CASING SPACERS AND CARRIER PIPE, GROUT SHALL
(REFER TO STD. BE PROPORTIONED AS 1 CU. FT.
OF CEMENT, 3.5 CU. FT. OF CLEAN
PRODUCT LI ONE SAND WITH SUFFICIENT WATER
ADDED TO PROVIDE A FREE
FLOWING THICK SLURRY.
PERIMETER OF THE BORE
DIP CARRIER PIPE CASING PIPE
SEWER LINES SHALL BE SECURED
1=1 BY CASING SPACERS AS
MANUFACTURED BY CASCADE
WATERWORKS MANUFACTURING CO.,
TYPICAL END MEW ADVANCE PRODUCTS & SYSTEMS,
NOTE: OR APPROVED EQUAL.
1. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE.
2. IF COMPRESSION TYPE JOINT IS NOT AVAILABLE, M.J. TYPE SHALL
BE USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE.
E1-15 MATERIAL
E2-15 CONSTRUCTION
CITY OF FORT WORTH, TEXAS DATE: FEB.2009
FoRTWom
BORED CROSSING DETAIL SAN-008
COLLAR CONFIGURATION man COLLAR CONFIGURATION
FOR PAVED AREA FOR UNPAVED AREA
5'—Om
MANHOLE FRAME AND
—
dW 32" DIA. DUCTILE IRON
COVER. (REFER TO
STD. PRODUCT LIST) • -4—
3" TYP.
OL
FMI
4m
7W.
4000 PSI
CONCRETE
00
8—#4 REBARS TYP.
MIN"
2 32" MIN. CHAMFER (TYP.)
GROUND
.................................. .. UND
..............
"Y
1-- 3-1
27!
30" CLEAR
OPENING -�rll L CONCRETE COLLAR
I
2 ROWS OF RAM—NEK SEAL HEIGHT VARIES
2" x 8" x 30 I.D.
CONCRETE PRECAST • w/STAGGERED JOINTS ORAPPROVED
GRADE RINGS PER EQUAL,
ASTM C478.
SECTION A-A
REBAR SHALL BE PLACED 3" WHERE MANHOLES ARE IN 30HINGED LIDS ARE REQUIRED
MIN. FROM TOP AND BOTTOM THE STREET, INSTALL 2 OR ON ALL ELEVATED MANHOLES,
OF CONCRETE COLLAR. MORE GRADE RINGS, AS JUNCTION BOXES AND WHERE
NEEDED, BETWEEN CASTING SPECIFIED ON PLANS. (REFER
AND TOP OF PAVEMENT. TO STD. PRODUCTS LIST)
O LOCKS TO BE INSTALLED ON
HINGED LIDS INSTALLED IN ALL MANHOLE LIDS BELOW
E11-14, E11-20, E1-21 MATERIAL STREETS SHALL OPEN THE 100—YEAR FLOOD ELEV.
E2-114, E2-20, E2-211 CONSTRUCTION AGAINST THE FLOW OF AND WHERE SPECIFIED ON
TRAF'FIC, P:-ANS.
FORTWUH CITY OF FORT WORTH,TEXAS DATE:OCT.2009
MANHOLE FRAME, COVER, GRADE SAN-009
RINGS AND CONCRETE COLLAR
4—#3 DOWELS SPACED EVENLY
SECTION B-B
A�
PLAN VIEW
NOTE,
DROP TROUGH WILL BE
POURED MONOLITHICALLY
WITH CAST IN PLACE BENCH,
OR DOWELED AND GROUTED
10"R TO PRECAST BENCH.
Ys I.D.
10"R
12" MIN.
04
#3 DOWEL
SECTION A-A
FoRT%VH
CITY OF FORT WORTH, TEXAS DATE:FEB.2009
HYDRAULIC SLIDE SAN-010
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2" MIN. GRADE w
FINISH GRADE FOR 4" SERVICE FINISH GRADE
-1 I I—III.—i I I-1 I( .• :v':..''4:`,•.:..�r'C':•K;:�'.� ..•.z:^,~•.' III—III—i I I—I I I�..I I�
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SEWER PIPE PLUG »K.
c FLOW ELEVATION TO
�� '.�"; ��;z. f ". '''t"-' ` : •�- " BE DETERMINED BY
..5
-ENGINEER
15' MIN. STA ;'t;Y + :,: .i'
• EXIST. SERVICE LINE
x} "' 6" MIN. AT BOTTOM ONLY
A- a""' 45' BEND
_ ;•,;: :A:;zj,;ti. TYPE "C" OR "B" BACKFILL
NEW SANITARY SEWER LINE
WITH STANDARD EMBEDMENT
II I II I PER DETAIL WTR-030 II I II
—� I I 1=1 I 1=1 I — I—III NOTE:
.,, _III-III=III=rIII III-III- TEE AND STACK TO BE COMPATIBLE TO MAIN
LINE MATERIAL OR AS DIRECTED BY ENGINEER.
SECTION A-A
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PLAN
ORT WORT CITY OF FORT WORTH,TEXAS DATE:FEB.2009
CHIMNEY SERVICE SAN-012
s 12" 12"
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12" 12"
TYPICAL SECTION
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BARREL OF PIPE
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END VIEW
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NOTE: USE 4000 PSI CONCRETE
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E1-9 MATERIAL
E2-9 CONSTRUCTION
r
ORT WORT CITY OF FORT WORTH,TEXAS DATE:FEB.2009
TYPICAL ANCHOR BLOCK
FOR ELEVATED CROSSING SAN-013
EXISTING SURFACE BACKFILL AS APPROPRIATE
1=1_II i111=1II' 4� ;:: II
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II, , II, ,III,,,lli, ,lll, ,lll;,lll„II , ,III,;, II, ,I
1� 6" MIN. DIMENSION. MAXIMUM FOR PAY PURPOSES SHALL BE 6"
WHEN BID PER CUBIC YARD.
2� 6" MIN. DIMENSION. MAXIMUM FOR PAY PURPOSES SHALL BE 6"
ON MAINS 24" AND SMALLER, 9" ON MAINS 30" AND LARGER,
OWHEN BID PER CUBIC YARD.
3
CLASS 'E' (1500 PSI) CONCRETE
E1-20 MATERIAL
E2-20 CONSTRUCTION
FORT WORTH
CITY OF FORT WORTH, TEXAS DATE:FEB.2009
CONCRETE CRADLE SAN-014
SEE PIER HEAD DETAIL SAN-017 SEE PIER HEAD DETAIL SAN-016
FOR PIPE OVER 10" DIAMETER. FOR PIPE UP TO 18" DIAMETER.
CHAMFER PIPE O.D.
C.R,S.I. VOLUME II
(A.C.I. 318-63)
TYPICAL EXAMPLE
VERTICAL SPIRAL
NOM. PIER STEEL STEEL
PIPE SIZE QTY SIZE SIZE PITCH
SIZE (a) (b) W (d) (a)
8' 24' 8 p7 03 2 Y,"
8' 24' 8 p7 #3 2 Y.
10" 24" a /7 #3 2 Y'
12" 24" 8 #7 /3 2 Yi
/ \ 16' 30" 8 y8 /3 2 9'
18' 30' 8 18 N3 2 9'
2" MIN. COVER (TYP.) I r
r
z W (b) (c) BARS I o o w
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z (d) BAR SPIRAL 0 (e) PITCH I a�z
0 w
3750 PSI CONCRETE o a
z
DRILLED PIER NO ROCK
• �, ENCOUNTERED—TYPICAL
(NO ROCK BED)
TYPICAL PIER DETAIL * HOLDING BAND INSTALLED SO AS
(ROCK BE TO PROVIDE PERMANENT TIE DOWN,
RUSTPROOF ALL EXPOSED METAL.
** GROUT TO PROVIDE DRAINAGE.
NOTES:
1. PIER HEAD PER SAN-016 REQUIRED
FOR PIPE SIZE UP TO 18".
2. PIER HEAD PER SAN-017 REQUIRED
FOR PIPE SIZE OVER 18".
E1-9 MATERIAL
E2-9 CONSTRUCTION
FoRTWORTH
CITY OF FORT WORTH,TEXAS DATE: FEB.2009
DRILLED PIER SAN-015
�. (SPIRALLY REINFORCED ROUND COLUMN)
OSTAINLESS STEEL BAND
(2" (MIN.) WIDE x Y4" THICK)
STAINLESS STEEL ANCHOR BOLT
(X" MIN. EMBEDDED 6" MIN.)
r-z'% STEEL REINFORCEMENT BARS PER
DESIGN.
CLASS 'A' (3750 PSI) CONCRETE
O ALL CORNERS 3/4- CHAMFERED
GROUT FOR DRAINAGE
6" MIN.
FLOW LINE SET
TO GRADE
4 � J• o
a.
4.
Y2 O.D.
Wmtm A
A
v
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iT 7
IIN,
I.L U
IL Ll
PIPE O.D. + 16"
E1-9 MATERIAL
E2-9 CONSTRUCTION
aw
FoRTWoRTH CITY OF FORT WORTH,TEXAS DATE:FEB.2009
PIER HEAD DETAIL FOR
PIPE UP TO 18" DIAMETER SAN-016
mo
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del.
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A
DRILLED PIER
(SEE DETAIL SAN-015)
24" MIN•
�n
O.D. OF PIPE + 16'
E1-9 MATERIAL
E2-9 CONSTRUCTION
FoRTWORTH CITY OF FORT WORTH, TEXAS DATE: FEB.2009
PIER HEAD DETAIL FOR
ow PIPE OVER 18" DIAMETER SAN-017
TUNNEL LINER (AS INDICATED IN
SPECIAL PLANS & DOCUMENTS)
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< SPACE
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TUNNEL LINER
FILL BETWEEN LINER AND
T' SEWER PIPE WITH GROUT
0 0
"-SEWER PIPE
0
NOTE: FURNISH & INSTALL SKIDS AS
FURNISH & INSTALL GROUT IN RATIO NECESSARY. SKIDS SHALL
OF 1 CUBIC FOOT OF CEMENT AND 3.5 MEET THE APPROVAL OF THE
CUBIC FEET OF CLEAN FINE SAND WITH ENGINEER.
SUFFICIENT WATER ADDED TO PROVIDE END VIEW
A FREE FLOWING THICK SLURRY.
E1-15 MATERIAL
E2-15 CONSTRUCTION
FORT WORTH CITY OF FORT WORTH, TEXAS DATE:FEB.2009
TYPICAL TUNNEL SECTION SAN-018
mw
— 1
200' MIN, SPACING PER
COMPACTED BENTONITE �3 CITY OF FORT WORTH
CLAY OR 2:27 CONCRETE TREE ORDINANCE.
wa — — PIPE
EXISTING GROUND
7,11 i I=1 11=1 I!=1 1=1 11=1 11=1 11=1 11=
a _I I I II I II UNDISTURBED SOIL
II-III III-II
4' OR TO BOTTOM OF
PAVEMENT BASE OR
� TOP SOIL
MINIMUM TRENCH WIDTH PIP
= PIPE DIA. + 1' OIA.
TRENCH
WIDTH
TYPICAL SECTION
FoRTWORTH
CITY OF FORT WORTH,TEXAS DATE: FEB.2009
CLAY DAM SAN-019
EXISTING SURFACE BACKFILL AS APPROPRIATE
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III
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III— ����v'V.• �r'•1�, �:�,•Y�. I I
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I1=1 I I I l l=1 I M I IEI I I=1 I . 11= I I-1
I 1�111 I _I�J_��I-,'I�_I�I I I I_I 1 I
1O 6" MIN. DIMENSION. 6" MAX. FOR PAY PURPOSES
... WHEN BID PER CUBIC YARD.
Q 6" 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.
aw
t�3 4" MIN, DIMENSION. 4" MAX, FOR PAY PURPOSES
WHEN BID PER CUBIC YARD.
a ® CLASS 'E' (1500 PSI) CONCRETE,
.� E1-7 MATERIAL
E2-7 CONSTRUCTION
ORT,Wbu CITY OF FORT WORTH,TEXAS DATE: FEB.2009
ii A� CONCRETE ENCASEMENT
SAN-020
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CITY OF • WORTH, 11'
WASTEWATER
• ACCESS DEVICE
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1" WIDE GREEN 4' *"R +.•
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w+ _._. lLibR.0lA1.1,
1" APART STARTING 161l7)■��77 (877).392�77
6" BELOW CAP. "_""
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41-0 PVC (WHITE) {a17J•31INA•R2io6 f811140b so
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—III T1I—IIIE 11511I Ill—I
'I I—i l I=1 11-1 —I I I—i 11=1II__
w _I I II I I—I l iz 11511I I I I-1 NOTES:
11-1 I GEI I I—I —i I I-1 I I-111- 1, MARKERS SHALL NOT BE USED FOR
.III-111=1 I I III—�(1 (�—i 12" AND SMALLER DIAMETER SEWER
2 MIN.—_
ow
—III=1151 —II1 II LINES.
—1 I I-111 1 I M I i 111=1
=III—IIIT I —I 1 I�(I I—III' 2. PLACEMENT SHALL BE AT EACH
=1I1-1I1 111=1II III-1 RIGHT—OF—WAY CROSSINGS AND
11I—iI11—i —lI1=1I1=111: MAJOR UTILITY CROSSINGS AS
w DIRECTED BY THE ENGINEER.
I�II I II IIIi 11 III—Ill 1111�,
=1 11=1 11=1 I-111=1 11=1 11-
FoRTWoRm
CITY OF FORT WORTH, TEXAS DATE:FEB.2009
SANITARY SEWER MARKER POLE SAN- 022
..
NOTICE
The following blank spaces in the Certificate 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.
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that
it provides workers'compensation insurance coverage for all of its employees employed
on City of Fort Worth Project No. c,I Lf" 1.
Conatser Construction TX LP
By:
Name: Jerry Conatser,President of
Conatser Management Group,Inc.
G.P.
Title:
Date:
STATE OF TEXAS §
COUNTY OF TARRANT §
11 Be re me, the undersigned authority, on this day personally appeared
known to me to be the person whose name is subscribed to the
foregoi g in ument and acknowledged to me .at he executed the same as the act
•. and deed of ' - for the purposes and
consideration therein expressed and in thb capacity there stated.
Given Under My Hand and Seal of Office this day of 20_u__-
�PPY Pie GAYLE WCANDLESS Notary P b is in and for the State of
a° G Notary Public Texas
STATE OF TEXAS
OF My Comm.Exp.08114/2014
Rev 4-15-10
Bond No: 022034183
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) Conatser Construction TX, LP as
Principal herein, and(2) Liberty Mutual Insurance Company a
corporation organized under the laws of the State of(3) MA and who is
authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound
unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,
Texas, Obligee herein, in the sum of Two Million and 00/100 - - - - - - - - - - - - - - - -
- - - - - - - - Dollars ($ 2,000,000.00 ) for the payment of which sum we bind ourselves,
our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these
presents.
WHEREAS, Principal has entered into a certain written contract with the Obligee dated
the day of , 20_, a copy of which is attached hereto and made a part
hereof for all purposes, for the construction of Sewer Main Extensions,
Replacements & Relocations, Contract 2011A, P275-701130168283
City of Fort Worth, Texas
NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall
faithfully perform the work in accordance with the plans, specifications, and contract documents
and shall fully indemnify and hold harmless the Obligee from all costs and damages which
Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all
outlay and expense that Obligee may incur in making good such default, then this obligation
shall be void; otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of such statute, to the same extent as if it were copied at length
herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the
Surety have executed this instrument.
SIGNED and SEALED this day of , 20_.
me-
so
Conatser Construction TX, IP
PRINCIPAL
WW
ATTEST: By:
-"Name: Jerry A. Conatser
(Principal) Secretary President of Conatser Management
TitleGroup, Inc., GP
.r (S E A L) Address: P. 0. Br,X 15448
Fort Worth, IX 76119
Witness as to Principal
o Liberty Mutual Insurance Company
SURETY
ATTEST: By'
Name: Glenna S. Davis
` Secretary Attorney in Fact
(S E A L) Address: 175 Berkeley Street
Boston, MA 02117
Witness as t Surety Telephone Number: 972-233-9588
.. Carolyn Maples
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attomey-in-Fact.
The date of bond shall not be prior to date of Contract.
rt
Bond No: 022034183
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
` That we, (1), Conatser Construction.TX, LP as Principal herein, and
(2) Liberty Mutual Insurance , a corporation organized and
= existing under the laws of the State of(3) MA , as surety, are held and firmly bound
unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,
Texas, Obligee herein, in the amount of T�go mi Ilion and 00/100 - - - - - - - - - - - - - -
- - - - - - - - - - Dollars ($ 2,000,000.00 ) for the payment whereof, the said Principal
and Surety bind themselves and their heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents:
WHEREAS, the Principal has entered into a certain written contract with the Obligee
dated the day of _ _, 20_, which contract is hereby referred to and
made a part hereof as if fully and to the same extent as if copied at length, for the following
project: Sewer Main Extensions, Replacements & Relocations
Contract 2011 A. P275-701130168283
City of Fort Worth, TX
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the
said Principal shall faithfully make payment to each and every claimant (as defined in Chapter
2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of
the work under the contract, then this obligation shall be void; otherwise, to remain in full force
and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute, to the same extent as if it were copied at length
herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the
Surety have executed this instrument.
SIGNED and SEALED this day of 120
Conatser Construction TX, LP
PRINCIPAL
ATTEST: By:
Name: Jerry A. Conatser
(Principal) Secretary President of Conatser
Title: Managene t Group, Inc., GP
(S E A L) Address:P. 0. Box 15448
Fort Worth, IX 76119
C
Witness as to Principal
Liberty Mutual Insurance Company
SURETY
ATTEST: By-
Nam
Glenna S. Davis
Secretary Attorney in Fact
(S E A L) Address: 175 Berkeley Street
Boston, MA 02117
MW
Witness as tp Surety Telephone Number: 972-233-9588
Carolyn Maples
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
' Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attomey-in-Fact.
- The date of bond shall not be prior to date of Contract.
Bond No: 022034183
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL BY THESE PRESENTS:
That Conatser Construction Tx, LP ("Contractor"), as
principal, and, Liberty Mutual Insurance ConTanV a corporation organized under the laws of the
State of MA , ("Surety"), do hereby acknowledge themselves to be held and bound to
pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws
of the State of Texas, ("City") in Tarrant County, Texas, the sum of Two Million and 00/100 - - -
- - - - - - - - - - - Dollars
($ 2,000,000.00 ), lawful money of the United States, for payment of which sum well and
truly be made unto said City and its successors, said Contractor and Surety do hereby bind
themselves, their heirs, executors, administrators, assigns and successors,jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort
Worth, dated the of , 20_, a copy of which is hereto attached and made a
part hereof, for the performance of the following described public improvements:
Sewer Main Extensions, Replacements & Relocations
a
Contract 2011A, P275-701130168283, City of Fort Worth, Tx
the same being referred to herein and in said contract as the Work and being designated as project
number(s) Pg7,,7ni m6sggi and said contract, including all of the specifications,
conditions, addenda, change orders and written instruments referred to therein as Contract Documents
being incorporated herein and being made a part hereof; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct
the work that it will remain in good repair and condition for and during a period of after the date of the
final acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and
condition for said term of Two (2)years; and
WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in
part at any time within said period, if in the opinion of the Director of the City of Fort Worth
Department of , it be necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to
repair or reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to
maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said
Contract, these presents shall be null and void, and have no force or effect. Otherwise, this
Bond shall be and remain in full force and effect, and the City shall have and recover from
Contractor and Surety damages in the premises as prescribed by said Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon
_ for successive breaches until the full amount hereof is exhausted.
IN WITNESS WHEREOF, this instrument is executed in eight (8) counterparts, each of
which shall be deemed an original, this_day of , A.D. 20
ATTEST: Conatser Construction TX. LP
(S E A L) Contractor
By:
Secretary me: Jerry R. Conatser
President of Conatser Management
Title:Group, Inc., GP
ATTEST: Liberty Mutual Insurance ConAany
(S E A L) Surety
By:
Secretary Name: Glenna S. Davis
Title: Attorney-in—Fact
175 Berkeley Street
Boston, MA 02117
Address
VALIDTHIS POWER OF ATTORNEY IS NOT L T IS PRINTED ON RED BACKGROUND. 4748659
This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the
extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON,MASSACHUSETTS
POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company(the"Company"),a Massachusetts stock insurance company,
pursuant to and by authority of the By-law and Authorization hereinafter set forth,does hereby name,constitute and appoint GREG A.WILKERSON,
GLENNA S.DAVIS,CATHY VINSON,CAROLYN MAPLES,JOHN R.WILSON,ALL OF THE CITY OF FORT WORTH,STATE OF TEXAS...............................................
,each individually if there be more than one named,its true and lawful attomey-in-fact to make,execute,seal,acknowledge and deliver,for and on its
behalf as surety and as its act and deed, any and all undertakings, bonds,recognizances and other surety obligations in the penal sum not exceeding
TWENTY FIVE MILLION AND 00M00"""""""""""""""""""""°"""""*"""*"""` DOLLARS($ 25,000,000.00""""" """--" )each, and the
execution of such undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents,shall be as binding upon the Company
as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons.
That this power is made and executed pursuant to and by authority of the following By-law and Authorization:
ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. tt;
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the
chairman or the president may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make, to
IIp execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys- 9)i
y in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and e
execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if
y signed by the president and attested by the secretary.
09, c
By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: �
D 7 Pursuant to Article XIII,Section 5 of the By-Laws,David M.Carey,Assistant Secretary of Liberty Mutual Insurance Company,is hereby authorized — O
to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety 0
any and all undertakings,bonds,recognizances and other surety obligations. >W
o� SE
y > That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. p
IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty M
Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this day of 3rd day of August O
D ` 2011 y C
' n�°'waR�o LIBERTY MUTUAL INSURANCE COMPANY C
w. ;. a
II C !�`C a��m . y O
�� *,� By t o
y David M.Carey, sistant Secretary of
d COMMONWEALTH OF PENNSYLVANIA ss Or-
COUNTY OF MONTGOMERY y
Lw On this 3rd day of August 2011 before me, a Notary Public, personally came David M. Carey, to me known, and
` acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company;that he knows the seal of said corporation;and that he executed >o
the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said t Iq
corporation. "co
9 c j=
> m P `N
IN TESTIMONY WHER yQ1 o subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania,on the day and year
v first above written. �¢ �yttOt tv �� E OP
� notarial seal L O o
rZ L7 Teresa Pafleila,Notary Public o\ O r
OF P!yrrmth Twp.,Morttgo ery Courdy 0<D
My Comr isslon Expires Mar.28,2013 By F r
Member,Pennsylvania Association of Notaries Teresa Pastella,Notary Public
CERTIFICATE
1,the undersigned,Assist erty Mutual Insurance Company,do hereby certify that the original power of attomey of which the foregoing is
a full,true and correct copy,i and effect on the date of this certificate;and I do further certify that the officer or official who executed the said
power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII,
Section 5 of the By-laws of Liberty Mutual Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following
vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March,1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified
copy of any power of attorney issued by the company in connection with surety bonds,shall be valid and binding upon the company with the
same force and effect as though manually affixed.
IN TESTIMONY WHEREOF, 1 have hereunto subscribed my name and affixed the corporate seal of the said company, this day of
�a
d� n;
Gregory W.Davenport,Assistant Secretary
Li erty
Mutual.
Important Notice
TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT:
You may write to Liberty Mutual Surety at:
Liberty Mutual Surety
Interchange Corporate Center
450 Plymouth Road, Suite 400
Plymouth Meeting, PA 19462-8284
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
a P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(D-tdi.state.tx.us
Premium or Claim Disputes
Should you have a dispute concerning a premium, you should contact the agent first. If you
have a dispute concerning a claim, you should contact the company first. If the dispute is not
resolved, you may contact the Texas Department of Insurance.
Attach This Notice To Your Policy:
This notice is for information only and does not become a part or condition of the
attached document.
LMIC-3500 Page 1 of 2 Rev.7.1.07
CITY SECRETARY CONTRACT NO. ok
CITY OF FORT WORTH,TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW All MEN BY THESE PRESENTS
COUNTY OF TARRANT
This Contract made and entered into this the_day of , 20 ,
by and between the City of Fort Worth, a home-rule municipal corporation situated in Tarrant,
Denton, Parker, and Wise Counties, Texas, by and through its duly authorized Assistant City
Manager, ("Owner"),an lJA15C�+ Ca uS�(�+�ttoni 3Y, 1,2 , ("Contractor*). Owner
and Contractor may be referred to herein individually as a"Party"or collectively as the"Parties."
WITNESSETH: That said Parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to
be made and performed by the Owner, and under the conditions expressed in the bond bearing
even date herewith, the said Contractor hereby agrees with the said Owner to commence and
complete the construction of certain improvements described as follows:
FOR: Sewer Main Extensions, Replacements & Relocatoins Contract 2011A
That the work herein contemplated shall consist of the Contractor furnishing as an
independent contractor all labor,tools, appliances and materials, necessary for the construction
and completion of said project in accordance with the Plans and Specifications and Contract
Documents prepared by or on behalf of the City of Fort Worth for the Water Department of the
City of Fort Worth adopted by the City Council of the City of Fort Worth,which Plans and
Specifications and Contract Documents are hereto attached and made a part of this Contract the
same as if written herein.
3.
The Contractor hereby agrees and binds itself to commence the construction of said work
within ten (10)days after being notified in writing to do so by the Water Department of the City of
Fort Worth.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and
approval of the Water Department of the City of Fort Worth and City Council of the City of Fort
Worth within a period of three hundred sixty five(365) Calendar days.
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in
the General Conditions, there shall be deducted from any monies due or which may thereafter
6/17/09 c-1 OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
become due him,the sum of$ 420.00 per working day, not as a penalty but as liquidated
damages, the Contractor and its Surety shall be liable to the Owner for such deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein
fixed or to carry on and complete the same according to the true meaning of the intent and terms
of said Plans, Specifications and Contract Documents, then the Owner shall have the right to
either demand the Surety to take over the work and complete same in accordance with the
Contract Documents or to take charge of and complete the work in such manner as it may deem
proper, and if in the completion thereof, the cost to the Owner shall exceed the contract price or
prices set forth in the Plans and Specifications made a part hereof, the Contractor and/or its
Surety shall pay Owner on demand in writing, setting forth and specifying an itemized statement
of the total cost thereof,said excess cost.
6.
Contractor covenants and agrees to indemnify the Owner, Owner's Engineer and
Architect, and their personnel at the project site for Contractor's sole negligence. In addition,
Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense,
the Owner, its officers, servants and employees,from and against any and all claims or suits for
property loss, property damage, personal injury, including death, arising out of, or alleged to arise
out of, the work and services to be performed hereunder by Contractor, its officers, agents,
employees, subcontractors, licensees or invitees,whether or not any such injury,damage or
death is caused, in whole or In part, by the negligence or alleged negligence of Owner,its
officers,servants,or employees. Contractor likewise covenants and agrees to indemnify and
hold harmless the Owner from and against any and all injuries to Owner's officers, servants and
employees and any damage, loss or destruction to property of the Owner arising from the
performance of any of the terms and conditions of this Contract,whether or not any such iniury
or damage is caused in whole or in part by the negligence or alleged negligence of Owner,
its officers,servants or employees.
In the event Owner receives a written claim for damages against the Contractor or its
subcontractors prior to final payment,final payment shall not be made until Contractor either(a)
submits to Owner satisfactory evidence that the claim has been settled and/or a release from the
claimant involved, or(b) provides Owner with a letter from Contractor's liability insurance carrier
that the claim has been referred to the insurance carrier.
The Director may, if deemed appropriate, refuse to accept bids on other City of Fort
Worth public work from a Contractor against whom a claim for damages is outstanding as a result
of work performed under a City of Fort Worth contract.
a
OFFICIAL RECORD
6/17/09 C-2 CITY SECRETARY
FT. WORTH, TX
7.
The Contractor agrees, upon the execution of this Contract, and before beginning work,
to make, execute and deliver to City of Fort Worth the following bonds in the name of the City of
Fort Worth in a sum equal to the amount of the Contract. The form of the bond shall be as herein
provided and the surety must first be acceptable to the City of Fort Worth. All bonds furnished
hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as
amended.
A. If the total contract price is$25,000 or less, payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar days from the
date the work has been completed and accepted by the Owner.
B. If the contract amount is in excess of$25,000, a Payment Bond shall be
executed, in the amount of the Contract, solely for the protection of all claimants supplying labor
and material in the prosecution of the work.
C. If the Contract amount is in excess of$100,000, a Performance Bond shall be
executed, in the amount of the Contract conditioned on the faithful performance of the work in
accordance with the Plans, Specifications, and Contract Documents. Said bond shall solely be
for the protection of the Owner.
D. A Two-year Maintenance Bond in the name of the Owner is required for all
projects to insure the prompt,full and faithful performance of the general guarantee contained in
the Contract Documents.
8.
The Owner agrees and binds itself to pay, and the Contractor agrees to receive,for all of
the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the
Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment
will be made in monthly installments upon actual work completed by Contractor and accepted by
the Owner and receipt of invoice from the Contractor. The agreed upon total Contract amount
(including/excluding)alternates n1a, shall
be 2 Million Dollars, ($2,000,000.00).
9.
It is further agreed that the performance of this Contract,whether in whole or In part,shall
not be sublet or assigned to anyone else by said Contractor without the written consent of the
Owner. Any request for any sublease or assignment shall be made in writing and submitted to
the Director of the Water Department.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the
same is classified, promulgated and set out by the City of Fort Worth,Texas, a copy of which is
attached hereto and made a part hereof the same as if it were copied verbatim herein.
11.
It is mutually agreed and understood that this Contract is made and entered into by the
Parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth
and the laws of the State of Texas with references to and governing all matters affecting this
Contract, and the Contractor agrees to fully comply with all the provisions of the same.
OFFICIAL RECORD
6/17/09 c-3
CITY SECRETARY
FT. WORTH, TX
raw
IN WITNESS THEREOF,the City of Fort Worth has caused this instrument to be signed in
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with
the corporate seal of the City of Fort Worth attached. The Contractor has executed this
instrument through its duly authorized officers in_counterparts with its corporate seal attached.
Done In Fort Worth,Texas,this the day of! , A.D.,20_
APPROV ECOMMENDED: CITY OF FORT WORTH
BY: (,�
DIRECTOR,WATER DEPARTMENT ASSISTANT CITY MANAGER
Conatser Construction TX LP AT t ST:
CONTRACTOR
-
(SEAL)ECRETARY �1 �,00000flo'; �
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doBY. 0 a. �$
Jerry Conatser,President of 0, a 0
Conatser Management Group,Inc. �� 00 00' d
G.P. DD,,.0��000000000 �
AP P D A TO FORM AN64tW, �
P.O. Box 15448
Fort Worth,TX 76119
ASSISTW CITY ATTORNEY
OFFIVAL RECORD
6/17/09 C-4 CITY SECRETARY
FT. WORTH, TX