HomeMy WebLinkAboutContract 34164 CITY SECREIW. '
D.O.E. FILE _ :J...! NO.
— CONTRACTORS BONDING CO. SPECIFICATIONS
CONSTRUCTION'S COff. AND
`LIEPT DEPARTMEW
CONTRACT DOCUMENTS
— 2004 CIP INTERSECTION IMPROVEMENTS CONTRACT 11
IN THE CITY OF FORT WORTH, TEXAS
DOE No. 4959
2006
MIKE MONCRIEF CHARLES R. BOSWELL
MAYOR CITY MANAGER
ROBERT D. GOODE, P.E. - DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS RADEMAKER, PE - DIRECTOR
DEPARTMENT OF ENGINEERING
Co�P�E
BENJAMIN BACA o
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-r11 01 :22 P11 CFW DOE DESIGN SERVICES FAX N0, 8173922527 P. 02
CITY OF FORT WORTH
DEPARTMENT OF ENGINEERING
ENGINEERING SERVICES DIOSION
ADDENDUM NO. I
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Specifications & Contract Docu{tnents
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x:. 2004 CAP INTERSECTION LOPROVEMEN'TS CONTItACI'II
St.c1"i'tta!r uc Datc:Ju.y 27,2006
,:icicndutn No. 2 ISSued:July 20,2006
"e Specifications and Contract Documents for the above mentioned projoct are revised and am coded as follows:
1. 1 ern 28,The Quantity Should be 125 L.F. instead of 125 EAR
2. 7 iie attaebe i Quantities Breakdown shall be made a part of the Specifications and-'ontract Documents
r f)r purpose;of clarification.The Quantities Breakdown will be furnished in order to aid the
Contraetoi in preparing his bid and is for informational purposes only.
A.DOUGLAS RAD> MAK) R,P..E,
DIRECTOR,DEPARTMENT OF ENGTNEERINC
By:
Bryan Beck,P.E.
Manager,Engineering Services
ch^-ent:Quantities Breakdown(2 Pages)
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24-2006 MON 01:57 P11 CFW DOE DESIGN SERVICES FAX NO. 8173922527 P. 02
CITY OF FORT.WORTH
DEPARTMENT OF ENGEMRING
i
ENGINEERING SERVICES DIVISION
ADDENDUM NO. 2
To the
a ' t Specifications& Contract Documents
{ , for
2004 CEP INTERSECTION]IMPROVEMENTS CONTRAC i II
-r LLI C tie Datc:Ju;y 27,2006
is 5v-'o. Issued:July 24,2006
The Specificat,ons and Contract Documents for the above mentioned project are revised and art coded as follows:
1. Refet mce:Drawings,Sheet 2 of 2 GENEkAL NOTES,(2 of 35 TRAFFIC SIGNALS SIGNS
MAR K.1NGS,A ND SIDEWALKS IIv2ROVJ✓MENTS),the note for VIDEO DET c rim near the
botto:n of the pi ge should read: "The contractor shall install City furnished video i letection camera,.
cabir of car,me unting hardware&video cable". The note shown on drawings under VIDEO
DETECTION s!iould be deleted hi its entirety and note above shall be substituted therx for.
A.DOUGLAS RADEMAKI.�R,P.E.
DIRECTOR,DEPARTMENT OF ENGINEERINi i
I By:
id f�y�Bryan Back,P.E.
Manager,Engineering Services
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A 'dcndum No.: 1 I 712 V2%6
TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Proposal
4. Vendor Compliance to State Law
5. Minority and Women Business Enterprises Specifications
6. Special Provisions
7. Certificate of Insurance
.. 8. Contractor Compliance With Worker's Compensation Law
9. Equipment Schedule
10. Experience Record
11. Performance Bond
12. Payment Bond
13. Maintenance Bond
14. Contract
NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: 2004 CIP INTERSECTION IMPROVEMENTS CONTRACT II
DOE#:4959
Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth,Texas will be received at
the Purchasing Office until 1:30 PM,July 27,2006 and then publicly opened and read aloud at 2:00
PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be
obtained at the Office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton
Street, Fort Worth,Texas. Sets of documents may be purchased for a non-refundable price of$30.00.
Bid security is required in accordance with the Special Instruction to Bidders.
The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid
may be withdrawn until the expiration of ninety(90)days from the date the M/WBE UTILIZATION
FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation")as appropriate is received by the City. The award of contract, if made, will be within
ninety(90)days after this documentation is received, but in no case will the award be made until the
responsibility of the bidder to whom it is proposed to award the contract has been verified.
Bidders are responsible for obtaining all addenda to the contract documents and acknowledging
receipt of the addenda by initialing the appropriate spaces on the proposal form. Bids that do not
acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding
the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-
7910.
Bidders shall not separate, detach or remove any portion, segment or sheets from the contract
document at any time. Bidders must complete the proposal section(s) and submit the complete
specifications book or face rejection of the bid as non-responsive. 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-line stated below or the bidder may request a copy of said forms from the City
Project Manager named in this solicitation.
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 obtained from the Office of the City Secretary. The bidder shall submit
the MBENVBE 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 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. For additional information, contact Ben Baca at(817)
392-2373.
CHARLES R. BOSWELL MARTHA HENDRIX
CITY MANAGER CITY SECRETARY
No
A. Douglas Rademaker, P.E.
Director, a tment of Engineering
By
Bryan B ck, P.E.
Manacjdr, Design Services
SPECIAL
INSTRUCTION TO BIDDERS
1. BID SECURITY: 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%) per cent of the total of the bid submitted must
accompany the bid, and is subject to forfeit 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.
2. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering
into a contract for the work will be required to give the City surety in a sum equal to the amount of
the contract awarded. In this connection, the successful bidder shall be required to furnish a
performance bond and a payment bond, both in a sum equal to the amount of the contract
awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to
the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253, Texas
Government Code.
In order for a surety to be acceptable to the City, 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
I 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.
The City will accept no sureties who are in default or delinquent on any bonds or who have an
interest in any litigation against the City. Should any surety on the contract be determined
unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the
contractor shall immediately provide a new surety satisfactory to the City.
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 materials in the
prosecution of the work.
4 . 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
City of Fort Worth.
All contracts shall require a maintenance bond in the amount of one hundred percent (100%) of
the original contract amount to guarantee the work for a period of two (2) years after the date of
acceptance of the project from defects in workmanship and/or material.
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3. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph 8.6, of
the "General Provisions" of the Standard Specifications for Construction of the City of Fort Worth,
Texas, concerning liquidated damages for late completion of projects.
4. AMBIGUITY: In 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.
(a) EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as
amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a-
29) prohibiting discrimination in employment practices.
5. WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain
Construction 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.
F (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 recotds shall be open at all reasonable hours for inspection
by the City. The provisions of the special provision titled "Right to Audit" 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.
(e) The contractor shall post the prevailing wage rates in a conspicuous place at the site of
the project at all times.
Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby
deleted.
7. FINANCIAL STATEMENT: A current certified financial statement may be required by the
Department of Engineering if required for use by the CITY OF FORT WORTH in determining the
successful bidder. This statement, if required, is to be prepared by an independent Public
Accountant holding a valid permit issued by an appropriate State Licensing Agency.
8. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor must
provide, along with executed contract documents and appropriate bonds, proof of insurance for
Worker's Compensation and Comprehensive General Liability (Bodily Injury-$250,000 each
person, $500,000 each occurrence; Property Damage - $300,000 each occurrence). The City
reserves the right to request any other insurance coverages as may be required by each individual
project.
9. ADDITIONAL INSURANCE REQUIREMENTS
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(a). The City, its officers, employees and servants shall be endorsed as an additional insured on
Contractors insurance policies excepting employer's liability insurance coverage under
Contractor's workers'compensation insurance policy.
(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.
0) 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.
Contractor's liability shall not be limited to the specified amounts of insurance required herein.
(m) Upon the request of City, Contractor shall provide complete copies of all insurance policies
required by these contract documents.
10. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of
Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is
lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount
that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a
comparable contract in the state in which the nonresident's principal place of business is located.
"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.
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"Texas resident bidder" means a bidder whose principal place of business is in this state, and
includes a contractor whose ultimate parent company or majority owner has its principal place of
business in this state.
This provision does not apply if this contract involves federal funds.
The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its
bid to meet specifications. The failure of a nonresident contractor to do so will automatically
disqualify that bidder.
11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In a 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
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 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 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 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 that three(3)years.
12. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The City
reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may
be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION
FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") as appropriate is received by the City. The award of contract, if made, will be
within forty-nine (49) days after this documentation is received, but in no case will the award be
made until the responsibility of the bidder to whom it is proposed to award the contract has been
verified.
13. PAYMENT: The Contractor will receive full payment (minus 5% retainage) from the City for all
work for each pay period. Payment of the remaining amount shall be made with the final payment,
and upon acceptance of the project.
14. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to
the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the
status of addenda may be obtained by contacting the Department of Engineering Construction
Division at(817) 871-7910. Bids that so not acknowledge all applicable addenda may be rejected
as non-responsive.
15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
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A.Workers Compensation Insurance Coverage
a. Definitions:
Certain 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 worker's compensation
insurance coverage for the person's or entity's employees providing services on a
project, for the duration of the project.
Duration of the project-includes the time from the beginning of the work on the project
until the contractor's/person's work on the project has been completed and accepted
by the governmental entity.
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 toner 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 provided 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 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 to the governmental entity:
(1) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for
all persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
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
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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 wiring by certified mail or personal delivery,
within ten (10) days after the person knew or should have known, of any change
that materially affects the provision of coverage of any person providing services
on the project; and
(7) contractually require each person with whom it contracts, to perform as required
by paragraphs (1) - (7), with the certificates of coverage to be provided to the
person for whom they are providing services.
j. 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.
6
k. The contractors failure to comply with any of these provisions is a breach of contract
by the contractor does not remedy the breach within ten days after receipt of notice of
breach from the governmental entity.
B. 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"
30 The law requires that each person working on this site or providing services related to this
construction project must be covered by worker' compensation insurance. This includes persons
providing, hauling or delivering equipment or materials, or providing labor or transportation or
other service related to the project, regardless of the identity of their employer or status as an
employee".
Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on
the legal requirement for coverage, to verify whether your employer has provided the required
coverage, or to report an employer's failure to provide coverage".
" 16_ NON DISCRIMINATION: The contractor shall not discriminate against any person or persons
because of sex, race, religion, color, or national origin and shall comply with the provisions of City
Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21
through 13A-29), prohibiting discrimination in employment practices.
17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the
federal government, contractor covenants that neither it nor any of its officers, members, agents,
or employees, will engage in performing this contract, shall, in connection with the employment,
advancement or discharge of employees or in connection with the terms, conditions or privileges
of their employment, discriminate against person because of their age except on the basis of a
bona fide occupational qualification, retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents, or employees, or
person acting on their behalf, shall specify, in solicitations or advertisements for employees to
k i 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
requirement.
Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City
harmless against any and all claims or allegations asserted by third parties against City arising out
of Contractor's alleged failure to comply with the above referenced Policy concerning age
discrimination in the performance of this Contract.
18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with
Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the
basis of disability in the provision of services to the general public, nor in the availability, terms
and/or conditions of employment for applicants for employment with, or current employees of
Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicable
federal state and local laws concerning disability and will defend indemnify and hold City harmless
r ' against any claims or allegations asserted by third parties against City arising out of Contractor's
7
alleged failure to comply with the above-referenced laws concerning disability discrimination in the
performance of this Contract.
19. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND WARRANTY:
a. The contractor will receive full payment (less retainage) from the city for each pay
period.
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 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.
1
8
■
PROPOSAL
TO: Mr. Charles R. Boswell
City Manager
Fort Worth, Texas
FOR: 2004 CIP INTERSECTION IMPROVEMENTS CONTRACT II
DOE#:4959
Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans,
specifications and the site, understands the amount of work to be done, and hereby proposes to do all
the work and furnish all labor, equipment, and materials necessary to complete all the work as
provided in the plans and specifications, and subject to the inspection and approval of the Department
of Engineering Director of the City of Fort Worth.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and
furnish Performance and Payment Bond approved by the City of Fort Worth for performing and
completing said work within the time stated and for the following sums, to-wit:
PART A: INTERSECTION IMPROVEMENT ITEMS-C200-541200-20 6 39 00200 83
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
BID
S.P. 1. 1 LS. UTILITY ADJUSTMENT
Forty Two Thousand Dollars&
No Cents Per LS. $42,000.00 $42,000.00
S.P. 2. 4 EA. PROJECT DESIGNATION SIGNS
300 Dollars&
No Cents Per EA. $300.00 $1200.00
104 3. 3155 LF. REMOVE EXIST. CURB & GUTTER
Dollars& Id ev
� Cents Per LF. $ r, $ 7 S
- 104 4. 565 SY. REMOVE EXIST. CONCRETE
PAVEMENT(SAWCUT SUBSIDIARY)
Dollars& e,
"-Cents Per SY. $ $
S.P. 5. 1420 CY UNCL:,ASSIFIEI STREET EXCAVATION
106 = Dollars& E
-eto Cents Per CY. $ _ $ 7
S.P. 6. 2375 LF. PROPOSED STANDARD 6-INCH
CONCRETE CURB
Dollars& Ce
Cents Per LF. $ //, e $ S
112 7. 150 CY BOF�ROW
Dollars&
wio Cents Per CY. $ _ $ Sd
L.
1
210 8. 4025 SY. 6"COMPA,TED FLEXBASE
�� Dollars&
`yL0 Cents Per SY. $ ��. $ `
S.P. 9. 1040 S.Y PROPOSED STANDARD 6"ASPHALT
312 PA= Dollars& eo a a
Cents Per S.Y. $ $ �fd0
S.P. 10. 2730 SY. PROPOSED STANDARD 7"
314 REINFORCED CONCRETE LL,�
PAVEMENT $ $ Iola f V -
C Dollars&
Cents Per S.Y.
S.P. 11. 796 S.F PROPOSED STANDARD STD.4"
504 REINFORCED CONCRETE
WHEELCHAIR RAMPS
:Dollars&
_*10 Cents Per S.F. $ 0� $ �91a0
S.P. 12. 34 L.F PROPOSED STANDARD CONCRETE
504 C RB&GUTTER
Dollars& ,
- -W Cents Per L.F. $ as $
S.P. 13. 1 L.S REMOVE EXISTING PAVEMENT
MARKINGS IN CONFLICT WITH NEW io oa
11 ONSTRUCTION $��SD $
�Aa,,a ,udhc a( Dollars&
Cent Per L.S.
14. 3390 S.F PROPOSED STANDARD CONCRETE
MEDIAN
Dollars& / 0v
�!L!J Cents Per S.F. $ p, $
S.P. 15. 15 EA FURNI H lN�TALL SIGN POSTS
! `a s Dollars&
1,c, ro vo
c Cei Per EA. $, $3260
S.P. 16. 4 EA. ADJUST WATER VALVE VAULT
u-a- Dollars&
Lttp Cents Per EA. $/DOD•ao $ D
S.P. 17. 2 EA. ADJUST WATER VALVE BOX
TWO HUNDRED Dollars&
NO Cents Per EA. $ 200.00 $ 400.00
S.P. 18. 1 EA. MANHOLE ADJUSTMENT
116 THREE HUNDRED FIFTY Dollars&
NO Cents Per EA. $ 350.00 $350.00
2
S.P. 19. 1 EA. ADJUST WATER METER BOX
THIRTY FIVE Dollars&
NO _Cents Per EA. $ 35.00 $35.00
S.P. 20. 10 CY PROPOSED STANDARD TOP SOIL
ELEVEN • Dollars&
NO Cents Per CY. $ 11.00 $110.00
S.P. 21. 3052 L.F FURNISH & INSTALL 12"SOLID WHITE
CROSSWALK PNE
Dollars& D
Cents Per LF. $ �• 9 $�7q8 `gv
S.P. 22. 948 L.F FURNISH & INSTALL PAVEMENT
MARKINGS(4"-WHITE)-
THERMOPLASTIC
('7W Dollars &
Cents Per LF.
S.P. 23. 1431 L.F FURNISH & INSTALL PAVEMENT
MARKINGS(4"-DOUBLE YELLOW)-
THERMOPLASTI
Dollars&
Cents Per LF. $ l�
S.P. 24. 1125 L.F FURNISH & INSTALL PAVEMENT
MARKINGS(8"-WHITE)-
THERMOP STIC
Dollars&
Cents Per LF. $ l• $ l 8/.
S.P. 25. 27 EA. FURNISH & INSTALL LEFT ARROW
ON VE T OO
,11UP Zollars&
flo Cents Per EA. $ /& $ 7�
.. S.P. 26. 3 EA. FURNISH & INSTALL RIGHT ARROW
ON P VEM NT
Dollars& ev
LA d Cents Per EA. $ _
S.P. 27. 30 EA. FURNISH & INSTALL(WHITE)"ONLY
ON PA64QM ;�i p
(J�iy� ;�u�d�e 4Dollars & aQ �
-PiA Cents Per EA. $ 160,
S.P. 28. 125 W FURNISH & INSTALL CHEVRON
PAVEMENJ MARKINGS(12"YELLOW)
Dollars&
Cents Per Er.r $ d $
S.P. 29. 686 EA. FURNISH & INSTALL TYPE W-4
RAISED PAVEMENT MARKER
L4.Z. Dollars& � ,� o0
$a�t.Cents Per EA $
3
S.P. 30. 175 EA. FURNISH & INSTALL TYPE 11-CR-4
RAISED PAV MENT MARKER
4 Dollars& 67)
Cents Per EA $ '7. $ 1�7
S.P. 31. 6 EA INSTALL CITY FURNISHED"RIGHT
LANE MUST TURN RIGHT" (R3-7R)
P O NTED SIGN
Dollars&EA. � /220
I�
►� Ce Per $ o��' $0
S.P. 32. 2 EA INSTALL CITY FURNISHED"RIGHT
LANE MUST TURN RIGHT" (R3-7L)
POST M UNTED SIGN
�Cc�r�, Dollars& r0 0 0
wry Cent Per EA. $ p $
S.P. 33. 1 EA. INSTALL CITY FURNISHED R3-8L
(LAME USAGE) MAST ARM SIGN o v
J Dollars& $
Cents Per EA.
S.P. 34. 1 EA. INSTALL CITY FURNISHED R3-8L
LANE US E POST MOUNTED SIGN
o � Dollars& �4
_Cent Per EA. $ $
S.P. 35. 7 EA. INSTALL CITY FURNISHED R3-8 VAR
USAGE) MAST ARM SIGN -
Dollars&
`yen Cents Per EA. $ $. .
S.P. 36. 7 EA. INSTALL CITY FURNISHED R3-8 VAR
LANE SA E) POST MOUNTED SIGN
WZ 14wi ollars& $ $ `
sfalo Cent er EA.
S.P. 37. 18 EA. INSTALL CITY FURNISHED METRO
OVE HE STREET SIGN
Dollars& / rp
c�A _Cen Per EA. $ ! $ ��GO
S.P. 38. 4 EA. INSTALL CITY FURNISHED LEFT
T RN ON G EEN BALL(R10-12)SIGN
Dollars&
Cents Per EA. $ $ •�= -�
S.P. 39. 14 EA. INSTALL CITY FURNISHED LEFT ON
AR OW ON Y SIGN (R10-5)SIGN
Dollars& 00 $ '7?O
Cents Per EA. $�_
S.P. 40. 2 EA. INSTALL CITY FURNISHED(R9-3A)
NO PE E TRIAN CROSSING
.c. -cu Dollars& CD
' Cents Per EA. $ $ L l D '
4
S.P. 41. 30 EA. FURNISH &INSTALL SIGNAL HEAD 3
bCTION 12" RYG (TYPE A)
i3Ouo.aM Z Dollars &
—?to Cents Per EA. $ OGb. $
S.P. 42. 19 EA. FURNISH & INSTALL SIGNAL HEAD 3
_UR��'/t IOI`j 12" RYG (TYPE B)
,at1 c�Q 4-•n Dollars& o a n J 0
'yL0 Cents Per EA. $
S.P. 43. 2 EA. FURNISH &INSTALL SIGNAL HEAD 4
SECTION 12" RYGG TYPE D)
icy cc�i1� Dollars&
� Cents er EA. $ SD ' $
S.P. 44. 4 EA. FURNISH & INSTALL SIGNAL HEAD 5
SECTION 12" RYGYG -HOUSEHOLD
op-YPE E) 99
17.v #AA ewuwj'hh ollars& PO 'Iry
—jei,,j Cents Per EA. $l 440 $ 5_6 4
S.P. 45. 1 EA. FURNISH &INSTALL SIGNAL HEAD 5
SECTION 12" RYGYG -VERTICAL
�' � Dollars& w
c-vL,_j,_CerKs Per EA. $ $
S.P. 46. 30 EA. FURNISH & INSTALL INTERNATIONAL
_ PE ESTRIAN SIG AL,(TYPE P)
,, ,� • .Gc c Dollars& eti
�Yt cs Cents Per EA. $; $ _6�1,Z
S.P. 47. 30 EA. FURNISH & INSTALL PEDESTRIAN
===
ASSEMBLY
Dollars& ov o 0
Cei s Per EA. $ $ '
S.P. 48. 6 EA. FURNISH & INSTALL GROUND BOX—
,�`RG ,WITH LID
AUZAI� L Lem, F�ollars& � � w
4g,0 ents Per EA. $1AS $ 3S"� '
S.P. 49. 23 EA. FURNISH & INSTALL GROUND BOX—
i . L(
It" L� , WITH LID Dollars& e� ev
x1c�c c�W,k Cents Per EA. $ 6� $
- S.P. 50. 535 L.F FURNISH & INSTALL CONDUIT PVC 3"
(OPEN CUT)
zd:��(_Dollars& / r.I p S�
_ Cents Per L.F.. $ (�. � $ G 9/
5
S.P. 51. 395 L.F FURNISH &INST LL CONDUIT PVC 2"
(OPEN CUT)
Dollars &
6-0Cents Per L.F. $ $
S.P. 52. 40 L.F FURNISH &INSTALL CONDUIT RIGID
METAL " ;_ `
� x.� Dollars& 00
c rte Cents Per L.F. $ i_ $
S.P. 53. 1970 L.F FURNISH & INSTALL CONDUIT PVC 3°
BORLj� Dollars& ro
C" Cents Per L.F. $ D "
S.P. 54. 300 L.F FURNISH &INSTALL CONDUIT PVC 2"
BORE o�
v Dollars& �'U
�,r►_ —Cents Per L.F.
S.P. 55. 2955 L.F FURNISH & INSTALL 20 CONDUCTOR
#14 STRANDED CA LE (ELECTRICAL
WIRE) Dollars S-D S'fl
& Cents Per L.F. $ ' $
S.P. 56. 220 [,F -FURNISH & IN TALL 8 CONDUCTOR
#14 STRANDED C LE (ELECTRICAL c a
WIRE) % Dollars $ $
& Cents Per L.F.
S.P. 57. 2240 L.F FURNISH & INSTALL#8 XHHW BLACK
(ELECTRICAL WIRE) Dollars& $ . Ss $ 1�0�
Cents Per L.F.
S.P. 58. 2240 L.F FURNISH &INSTALL#8 XHHW WHITE
(ELECTRICAL WI
` Dollars &
Cents Per L.F.
S.P. 59. 3115 L.F FURNISH OR INSTALL#8 SOLID BARE
GROUNDING (ELECTRICAL WIRE)
Lxlej Dollars &_ Cents Per L.F.
S.P. 60. 160 L.F FURN SH &INSTALL OVERHEAD#8
TRIPL LECTRICAL WIRE)
Dollars&
Cents Per L.F. $ $
61. LS MOBIL ZATI N
kba'rlM_�
yw Cents Per LS. $
6
62. LS. TRAFFIC CONTROL PLAN (ALL
LOCATIONS) A
oar .o
4w Cents Per LS.
PART A: TOTAL BID $ '7/&_ 9'I�3. 5r7
PART B: SIGNAL RECONSTRUCTION ITEMS -C201-641200-20 2 72 00200 80
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 1. 2 SEA FURNISH AND INSTALL CONCRETE
�1 wnC FOUNDATION PE I
Dollars& 00 p o v
_111,0 a Per EA $ $
S.P. 2. 3 EA FURNISH AND INSTALL CONCRETE
OUNDATI N TYP 3
g1lars& 00 a o
Cents Per EA. $ I 0 ' $ S-1 OD '
S.P. 3. 4 EA FURNISH AND INSTALL CONCRETE
FO NDATIO TYPE 4
`, i��n/--gollars&
_f110 Cents Per EA. $ 62e" $ �Q1JZ�
S.P. 4. 9 EA FURNISH AND INSTALL CONCRETE
FOUNDATION TY 5
,uZi Dollars& .o erg
Cents Per,EA. $'kw. $AL9 67
U
S.P. 5. 2 EA FURNISH AND INSTALL BASE FOR 10' �
O 14' P DE$T�L POLE
Dollars&
EA. $ qsy !,66 $ 190�
S.P. 6. 4 EA FURNISH AND INSTALL CABINET
ONCRE E FOUNPATION
Dollars& `� °�
Cents Per EA. $ caeko $
S.P. 7. 3 EA FURNISH AND INSTALL PEDESTAL
SERVICE(COORD.W/ELEC. POW R �o
co.) 40 � _ , $
Yw- cam,
S.P. 8. 13 EA FURNISH AND,INSTALL MAST ARM
S ILI R
(lfjyi,g�_ Dollars& oa •o
C is Per EA. $ $
7
S.P. 9. L.S. REMOVE AND SALVAGE EXISTING
T AFFIC UIPMENT(4 LOCATIONS)
oL Dollars 8,
`Yl.o Cents Per LS. $ $
S.P. 8 EA REMOVE AND SALVAGE EXISTING
STREET IG EQUIPMENT
Dollars& c o v
a Per EA. $ 5Z) $ Jo
S.P. 11. L.S. FURNISH AND INSTALL TRAFFIC
SIGNAL MISCELLANEOUS(INCLUDES
��� �_TAEPTING-5 LOCATIONS)
e
�.LY/ ,Zk0U,Mpd 74 o ars&
yr Cents Per L.S. $� $ / 0 6W)
S.P. 12. 2 EA INSTALL CITY FURNISHED PEDESTAL
PO E
� e-GLcr� Dollars& e p 040
yuL_Cen Per EA. $ ?,O, $ S
S.P. 13. 1 EA INSTALL CITY FURNISHED 32' MAST
AIR
,GG�C
d , yDolas& ov ov
�1LU Ce s Per EA. $ $ S
S.P. 14. 2 EA INSTALL CITY FURNISHED 36' MAST
A
la
&
,,11.0 C is P . $ $ /DSO
S.P. 15. 2 EA INSTALL CITY FURNISHED 44' MAST
RM
,<Uu{=&� Dollars& o d O o v
cirw ents Per EA. $� $ f SD '
+. S.P. 16. 2 EA INSTALL CITY FURNISHED 48' MAST
M
lltkia rs& 00 o v
nts Per EA. $5_,t $ /05 -
w
S.P. 17. 2 EA INSTALL CITY FURNISHED 52' MAST
p RM 0 �_
dZGeZ Dollars& p0 •�
6` �( ents Per EA. $ y $ 10R 5
S.P. 18. 7 EA INSTALL CITY FURNISHED 60' MAST
p RM
7k�'"ollars&
tents Per EA. $ $ `,- 7S
S.P. 19. 2 EA INSTALL CITY FURNISHED TYPE 41
jam 4==i,"��.Dollars&
ylb Xents Per EA. $ $
8
S.P. 20. 1 EA INSTALL CITY FURNISHED TYPE 42
SI,pNAI,POLE
ollars& ���-
`l'1.(� is Per EA- $�._ $
S.P. 21. 4 EA INSTALL CITY FURNISHED TYPE 43
SIGNAL POE
Drm _141 D13 ars&
L" (Cents Per EA.
S.P. 22. 4 EA INSTALL CITY FURNISHED TYPE 45
SIG AL POLE
. , liars& .v
EA. $ _ $
S.P. 23. 5 EA INSTALL CITY FURNISHED TYPE 46
.CGc l Ly L(�•d Dollars& fo
yt,� nts Per EA. $ $
S.P. 24. 10 EA INSTALL CITY FURNISHED 8' STREET
LIG T ARM 8�L MINAIRE
of Dollars& oZ
id1.0 C is Per EA. $ $
S.P. 25. 4 EA INSTALL CITY FURNISHEDTYPE 170E
CONTROLLER/332 CABINET,
CON�IT�'CTMQNIT R MODEM
1i Dollars&
Cents Per EA. $ $ / '
S.P. 26. L.S INSTALL CITY FURNISHED OPTICUM
CABLE AND DETECTORS (4
L CA
JIONS / jjJJ
�cx�/1'-k6ollars& oL
Cents Per L.S. $ 4(5X' $ �S
S.P. 27. L.S INSTALL CITY FURNISHED COAX
BLE RG-11(3.LOCATIONS)
Dollars& - , _ Qv $41sa0
� Cents Per L.S. $,�,Zr
S.P. 28. L.S INSTALL CITY FURNISHED VIDEO
DETECTION CAMERA, CABINET
CARD, MOUNTING HARDWARE&
VI CABL (5;Cdfi4t� r
S)
p�?1C 6Zt d � liars& lD 7 0 0
C./L4 L.S. $O $
PART B:TOTAL BID $
PARTS A& B:TOTAL BID $
9
This contract is issued by an organization which qualifies for exemption pursuant to the provision of
Article 20.04 (F)of the Texas Limited Sales, Excise and Use Tax Act,
Taxes. All equipment and materials not consumed by or incorporated into the project
construction are subject to State sales taxes under House Bill 11, enacted August 15, 1991.
The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400
(Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in
employment practices.
The undersigned agrees to complete all work covered by these contract documents within 160
Working Days from and after the date for commencing work as set forth in the written Work
Order to be issued by the Owner and to pay not less than the"Prevailing Wage Rates for
Street, Drainage and Utility Construction"as established by the City of Fort Worth, Texas.
Within ten (10)days of receipt of notice of acceptance of this bid, the undersigned will execute
the formal contract and will deliver an approved Surety Bond for the faithful performance of
this contract. The attached deposit check in the sum of
�I, h d,r �,k,( Dollars
($ ) is to be forfeited in the event the contract and bond are not executed
within the time set forth, as liquidated damages for delay and additional work caused thereby.
(1/we), acknowledge receipt of the following addenda to the plans and specifications, all of the
provisions and requirements of which have been taken into consideration in preparation of the
foregoing bid:
r.
Addendum No. 1 (Initials) QVV""— Addendum No. 3(initials)
Addendum No. 2 (Initials) bns.— Addendum No.4 (Initials)
Respectfully submitted:
By
Address—MCCLLu-NDON DOW 00 , INC.
P. O. SOX 996
Telephone BURLESON, TEXAS 70097
(SEAL) VI-7 - OD(o C.
Date Z 7 200
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to
nonresident bidders. This law provides that, in order to be awarded a contract as low bidder,
nonresident bidders(out-of-State contractors whose corporate offices or principal place of business
are outside of the State of Texas)bid projects for construction, improvements, supplies or services in
Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas
resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable
contract in the State in which the nonresident's principal place of business is located. The appropriate
blanks in Section A must be filled out by all out-of-State or nonresident bidders in order for your bid to
meet specifications. The failure of out-of-State or nonresident contractors to do so will automatically
disqualify that bidder. Resident bidders must check the box in Section B.
A. Nonresident vendors in (give State), our principal place of business, are required
to be percent lower than resident bidders by State law. A copy of the Statute is
attached.
Nonresident vendors in (give State),our principal place of business,
are not required to underbid resident bidders.
y B. Our principal place of business or corporate offices are in the State of Texas.
BIDDER:
By: �QN� A Gt��t.�_
r P. O. SOX 996 (Please print)
BURLESON, TEXAS 7eO97
Y Signature:
Title:
City State Zip (Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
ATTACHMENT 1A
i` EORTWORTH 07-23-059-93927-M I Page 2of4
Primes are ioq i W to identify ALL subcontractors/suppiims,regardless of s�tus,i.e.,Minority,Women and non-M/WBEs.
Please list M/WBE firms first,use additional sheets if necessary.
Certification N
(check one)
SUBCONTRACTOR/SUPPUER T ^
Company Name i N T Detail Detail
Address M W C X M Subcontracting Work Supplies Purchased Dollar Amount
TelephonelFax r g B T D W
E E R O B
C T E
A
Lerma Trucking
2409 Rattikin Rd Hauloff $8,125.00
Ft Worth,TX 76105 1 x x Trucking (�
817/501-4657 (see notes)
no Fax
Rubio Trucking
9000 Co Rd 513 Hauloff $8,125.00
Alvarado,TX 76009 1 x x Trucking (�
- 817/829-3711 (see notes)
No Fax
r.
Ricochet Fuel Distributors
1201 Royal Pkwy Fuel $12,375.00
Euless,TX 76040 1 x x
817/268-5910
Fax 817/282-7497
H J G Trucking, Inc
701 Denair St Flex Base $18,950.00
Ft Worth,TX 76111 1 x x Sand
817/834-7181
Cowtown Traffic Control
2724 Bryan Ave Barricades Project $21,225.00
Ft Worth,TX 76104 1 x x Signs
817/924-4524
817-926-2725
_ BTA Services Ltd
PO Box 850 Pavement MarkinC s $18,012.75
Rockwall, TX 75087 1 x x
_ 972/771-3832
Fax 97Z771-6525
Rev.5130/03
r ATTACHMENT 1A
FORTWORTH 07-28-06 i'04 3 I N Page 2of4
Primes are required to identify ALL subcontractors/suppliers,regardless of staters;i.e.,Minority,Women and non-M/WBEs.
Please list M/RBE firms first,use additional sheets if necessary.
Certification N
_ (cbeck
o
SUBCONTRACTOR/SUPPUER 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 W
` E E R O B
C T E
A
J P Sales
PO Box 2044 Signal Heads $38,410.00
Burleson,TX 76097-2044 2 x x (thru Durable)
817/426-3990
Fax 817/447-3785
' M B Transportation
PO Box 427 Hauling (2nd tier tt ru $6,342.00
Bridgeport, TX 76426 2 x x Southern Star
-� 940/683-3990 Concrete)
Fax 940/683-3991
Rev.5MO3
FORT WORTH 0'7-2 8-0 6 P 0 4 : 3 3 IN ATTACHMENT 3 of 4
Primes are required to i&-aify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs.
Please list M/WBE firms fits;use additional sheets if necessary.
Certification r
(d-ck c
SUBCONTRACTOR/SUPPUER T r
Company Nam i N T Detail Detail
Address e M yr C X P Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B R 0 E
E E C T E
A
Durable Specialties, Inc
PO Box 381788 Traffic Signals $298,900.00
Duncanville,TX 75138 1 x Street Lighting
972/296-6324
o Fax 972/780-7411
Concrete Penetrating Co
PO Box 35766 Silicone $3,400.00
Dallas, TX 75235 1 x Joint Seal
214/634-2990
Fax 214/634-0999
Southern Star Concrete
8505 Freeport Pkwy Ready-Mix $56,624.00
Irving,TX 75063 1 x Concrete
972/621-0999
Sheplers, Inc
2400 NE 36th St Rebar $6,402.00
Ft Worth, TX 76111 1 x Supplier
8171838-6811
APAC Texas Inc 1 x
a PO Box 848164 Hot-Mix $18,117.00
Dallas, TX 75284 Asphalt
214/741-3531
_ Rev.5/30M
ATTACHMENT IA
{`IIII
FaR� Page 4 a 4
07-23-06 P'04 : 33 IN
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ $131,5".75
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $
$383,443.00
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ $515,007.75
" The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the
Minority and Women Business Entcrprise Orice Manager or designee through the submittal of a Request for Approval o
Change/Addndiou. Any unjustified change or deletion shall be a material breach of contract and may result m debarment in
accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the
regaested 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 worm performed by all subcontractors, including M/W/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
o, 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 worm 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
irrespo ible Offeror and barred from participating in City work for a period of time not less than one(1)year.
f Dan McClendon
A ature Printed Signature
President
Tithe Contact Name/Title(if different)
McClendon Construction Co, Inc 817/29540066
Company Name Telephone and/or Fax
PO Box 999 dan@mcclendonconstluction.com
Address E-mail Address
Burleson, TX 76097 July 28, 2006
City/8tatWUP Date
a
Rev.5130/03
CITY OF FORT WORTH,TEXAS
DEPARTMENT OF ENGINEERING
SPECIAL PROVISIONS
FOR: 2004 CIP INTERSECTION IMPROVEMENTS CONTRACT II
DOE#4959
1. SCOPE OF WORK: The work covered by these plans and specifications consist of the following:
Modifications to existing intersections including new pavement, curb and gutter, installation of
pavement markings, sidewalks, sidewalk ramps and all other items required for the complete
intersection improvements as follows:
• S.H. 199/Northside Drive—Add a second eastbound left turn lane along with required signal
modifications.
Alta Mesa Blvd./Crowley Rd. —Add a second eastbound left turn land along with required
signal modifications.
• Hulen St./Overton Ridge—Add a second northbound left turn lane.
• Sycamore School Rd./McCart Ave.—Add a second left turn land in all approaches along with
required signal modifications.
• Alta Vista/Golden Triangle—Add eastbound and westbound left turn along with required signal
modifications.
2. AWARD OF CONTRACT:Contract may not necessarily be awarded to the lowest bidder. Bidders
are hereby informed that the Director of the Department of Engineering reserves the right to
evaluate and recommend to the City Council the best bid which is considered to be in the best
_ interest of the City. .
3. PRECONSTRUCTION CONFERENCE: The successful Contractor, Engineer, and City
representatives shall meet for a preconstruction conference before any of the work begins on this
project. At this time, details of sequencing of the work, contact individuals for each party, request
for survey, and Nay requests will be covered. Prior to the meeting, the Contractor shall prepare
schedules showing the sequencing and progress of their work and its effect on others. A final
composite schedule will be prepared during this conference to allow an orderly sequence of
project construction.
4. 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 that 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 preparation of the Proposal and all unusual
conditions that may give rise to later contingencies should be brought to the attention of the City
prior to the submission of the Proposal.
During the construction of this project, it is required that all parkways be excavated and shaped
including bar ditches at the same time the roadway is excavated. Excess excavation will be
disposed of at locations approved by the Engineer.
During 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.
1
5. BID SUBMITTAL: Bidders shall not separate, detach or remove any portion, segment or sheets
from the contract documents 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 as appropriate and as determined by the Director of the Department of Engineering.
6. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his
own expense.
7. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary �-
conveniences for the use of workers at the project site. Specific attention is directed to this
equipment.
8. PAYMENT: The Contractor shall receive full payment from the City for all the work based on unit
prices bid on the proposal and specified in the plans and specifications and approved by the
Engineer per actual field measurement.
9. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirement for the
projects, such as conditions imposed by the Plans, the General Contract Documents or these
special Contract Documents, in which no speck item for bid has been provided for in the
Proposal, shall be considered as a subsidiary item or work, the cost of which shall be included in
F the price bid in the Proposal for each bid item, including but not limited to surface restoration
cleanup and relocation of mailboxes.
F All objectionable matter required to be removed from within the right-of-way and not particularly
described under these specifications shall be covered by Item No. 102"Clearing and Grubbing"
and shall be subsidiary to the other items of the contract. ..
10. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular
attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the
M Public"of the"Standard Specifications for Street and Storm Drain Construction".
11. WAGE RATES: The labor classifications and minimum wage rates set forth herein have been
predetermined by the City Council of the City of Fort Worth,Texas, in accordance with statutory
requirements, as being the prevailing classifications and rates that shall govern on all work
performed by the Contractor or any subcontractor on the site of the project covered by these
Contract Documents. In no event shall less than the following rates be paid. (Attached at the end
of this section.)
12. EXISTING UTILITIES: The locations and dimensions shown on the plans relative to existing
utilities are based on the best information available. It shall be the Contractor's responsibility to ..
verify location of adjacent and/or conflicting utilities sufficiently in advance of construction in order
that he may negotiate such local adjustments as are necessary in the construction process in
order to provide adequate clearance. The Contractor shall take all necessary precautions in order
to protect all services encountered. ••
Any damage to utilities and any losses to the utility City due to disruption of service resulting from
the Contractor's operations shall be at the Contractor's expense.
13. PARKWAY CONSTRUCTION: During the construction of this project, it will be required that all
parkways be excavated and shaped at the same time the roadway is excavated. Excess
excavation will be disposed of at locations approved by the Director of the Department of ••
Engineering.
14. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has
obtained permission from the property City.
2
IMW
15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take
adequate measures to protect all existing structures, improvements and utilities,which may be
encountered.
�. The utility lines and conduits shown on the plans are for information only and are not guaranteed
by the City or 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.
16. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the Proposal are
approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities
prior to submitting a bid. No additional compensation shall be paid to Contractor for errors in the
quantities. Final payment will be based upon field measurements. The City 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 anticipated profits or shall such changes be considered as
waiving or invalidating any conditions or provisions of the Contract Documents.
17. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees
to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's
sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and
., defend, at its own expense, the City, 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 City, its officers,servants, or employees. Contractor likewise covenants and
agrees to indemnify and hold harmless the City from and against any and all injuries to City's
officers, servants and employees and any damage, loss or destruction to property of the City
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 City, its officers, servants or employees.
In the event City 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 City
satisfactory evidence that the claim has been settled and/or a release from the claimant involved,
or(b)provides City 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
worts from a Contractor against whom a claim for damages is outstanding as a result of work
performed under a City Contract.
.. 18. EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number
7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-21
through 12-A-29)prohibiting discrimination in employments practices.
The Contractor shall post the required notice to that effect on the project site, and at his request,
will be provided by 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.
3
19. MINORITY AND WOMEN BUSINESS ENTERPRISE(M/WBE)COMPLIANCE: In accordance
with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority
business enterprises and women business enterprises in City contracts. The Ordinance is
incorporated in these specifications by reference. A copy of the Ordinance may be obtained from
the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of
contract.
M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT
FORM, as applicable, must be submitted within fine(5)city business days after bid opening.
Failure to comply shall render the bid non-responsive.
Upon request,Contractor agrees to provide the City complete and accurate information regarding
actual work performed by a Minority or Women Business Enterprise(MNVBE)on the contract and
payment thereof. Contractor further agrees to permit an audit and/or examination of any books,
records or files in its possession that will substantiate the actual work performed by an MBE
and/or WBE. The misrepresentation of acts(other than a negligent misrepresentation)and/or the ..
commission 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 statement.
Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission _
of fraud will result in the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time not less than three years.
The City will consider the Contractor's performance regarding its M/WBE program in the ..
evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate"good
faith effort".shall result in a bid being rendered non-responsive to specifications.
Contractor shall provide copies of subcontracts or co-signed letters of intent with approved ..
M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide
monthly reports on utilization of the subcontractors to the City's M/WBE office.
The Contractor may count first and second tier subcontractors and/or suppliers toward meeting
the goals. The Contractor may count toward its goal a portion of the total dollar amount of the
contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture
for a clearly defined portion of the work to be performed. All M/WBE Contractors used in meeting ..
the goals must be certified prior to the award of the Contract. The M/WBE Contractor(s)must be
certified by either the North Central Texas Regional Certification Agency(NCTRCA)or Texas
Department of Transportation (TxDOT), Highway Division and must be located in the nine(9) .w
county marketplace or currently doing business in the marketplace at time of bid. The Contractor
shall contact all such M/WBE subcontractors or suppliers prior to listing them on the MNVBE
utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE
subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive.
Whenever a change order affects the work of an M/WBE subcontractor or supplier,the M/WBE
shall be given an opportunity to perform the work. Whenever a change order exceeds 10%of the
original contract, the M/WBE coordinator shall determine the goals applicable to the work to be
performed under the change order
During the term of the contract the contract shall:
1. Make no unjustified changes or deletions in its M/WBE participation commitments
submitted with or subsequent to the bid, and,
2. If substantial subcontracting and/or substantial supplier opportunities arise during the
term of the contract which the Contractor had represented he would perform with his
forces, the Contractor shall notify the City before subcontracts or purchase orders are
4
I
let, and shall be required to comply with modifications to goals as determined by the
City, and,
3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires
to change or delete any of the M/WBE subcontractors or suppliers. Justification for
change may be granted for the following:
a. Failure of Subcontractor to provide evidence of coverage by Worker's
Compensation Insurance.
b. Failure of Subcontractor to provide required general liability of other
insurance.
C. Failure of Subcontractor to execute a standard subcontract form in the
amount of the proposal used by the Contractor in preparing his M/WBE Participation
plan.
d. Default by the M/WBE subcontractor or supplier in the performance of the
subcontractor.
Within ten (10)days after final payment from the City,the Contractor shall provide the
M/WBE Office with documentation to reflect final participation of each subcontractor
and supplier used on the project, inclusive of M/WBEs.
20. FINAL CLEAN-UP: Final cleanup work shall be done for this project as soon as the paving and
curb and gutter has been completed. No more than seven days shall elapse after completion of
construction before the roadway and R.OW. 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 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.
21. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
A. Workers Compensation Insurance Coverage
a. DEFINITIONS:
b. 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.
Duration of the project-includes the time from the beginning of the work on the project until the
Contractors/person's work on the project has been completed and accepted by the
governmental entity.
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, City-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.
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
5
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 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 to the
governmental entity:
(1) a certificate of coverage, prior to that person beginning work on the project, so
the governmental entity will have on file certificates of coverage showing
coverage for all persons providing services on the project; and -�
(2) no later than seven days after receipt by the Contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
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, or 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, informing all persons providing services on the project that -�
M 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 form 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
I ..
6
(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;
(c) retain all required certificates of coverage on file for the duration of
the project and for one year thereafter.
(d) 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
(e) 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.
j. 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 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.
k. The Contractor's failure to comply with any of these provisions is a breach of contract
by the Contractor which entitles the governmental entity to declare the contract void if
the Contractor does not remedy the breach within ten day after receipt of notice of
breach from the governmental entity.
B. 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
•• 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 worker's 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 identify of their employer or status as an
employee."
Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on
the legal requirement for coverage, to verify whether your employer has provided the required
coverage, or to report an employer's failure to provide coverage".
22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that
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
7
material that 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 substitutes is procured by the Contractor. Where the term"or equal", 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 providing 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 the sub-section as related to"substitutions"shall be applicable to
all sections of these specifications.
23. MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a
release of mechanics and materialmen's liens upon receipt of payment.
24. WORK ORDER DELAY:All utilities and right-of-way are expected to be clear and easements
and/or permits obtained on this project within sixty(60)days of advertisement of this project. The
work order for subject project will not be issued until all utilities, right-of-ways, easements and/or
permits are cleared or obtained. The Contractor shall not hold the City of Fort Worth responsible ..
for any delay in issuing the work order for this Contract.
25. CALENDAR DAYS: The Contractor agrees to complete the Contract within the allotted number of
calendar days. A calendar is any day of the week or month, no days being excepted.
26. RIGHT TO ABANDON:The City reserves the right to abandon,without obligation to the
Contractor, any part of the project or the entire project at any time before the Contractor begins
any construction work authorized by the City.
27. CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following
published specifications, except as modified by these Special Provisions:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION
CITY OF FORT WORTH
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NORTH CENTRAL TEXAS
A copy of either of these specifications may be purchased at the Office of the Department of
Engineering, 1000 Throckmorton Street, 26d Floor, Municipal Building, Fort Worth, Texas 76102. �.
The specifications applicable to each pay item are indicated in the call-out for the pay item by the
Engineer. 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.
28. MAINTENANCE STATEMENT: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 and will be required to replace at his expense any part or all of the
project which becomes defective due to these causes.
29. 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
8
the Director of the Department of Engineering and if by him found correct shall be approved and
referred by him to the Council for final approval or disapproval; and the action thereon by the
Council shall be final and binding. If delay is caused by specific orders given by the Engineers to
stop work or by the performance of extra work or by the failure of the City to provide material or
necessary instructions for carrying on the work,then such delay will entitle the Contractor to an
equivalent extension of time, his application for which shall, however, be subject to the approval of
the City Council; and no such extension of time shall release the Contractor or the surety on his
performance bond form all his obligations hereunder which shall remain in full force until the
discharge of the contract.
30. DETOURS AND BARRICADES: 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. Contractor shall protect construction as required by
Engineer by providing barricades.
Barricades, warning and detour signs shall conform to the Standard Specifications"Barriers and
Warning and/or Detour Signs,"Item 524 and/or as shown on the plans.
Construction signing and barricades shall conform with"1980 Texas Manual on Uniform Traffic
Control Devices,Vol. No. 1."
31. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the
Contractor shall advise the Director of the Department of Engineering acting as the City of Fort
Worth's Flood Plain Administrator("Administrator"), of the location of all sites where the Contractor
intends to dispose of such material. Contractor shall not dispose of such material until the
proposed sites have been determined by the Administrator to meet the requirements of the Flood
Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be
approved by the Administrator to ensure the filling is not occurring within a flood plain without a
permit A flood plain permit can be issued upon approval of necessary engineering studies. No fill
permit is required if disposal sites are not in a flood plain. 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
materials at a site without a fill permit or a letter from the administrator approving the disposal site,
upon notification by the Director of Engineering, Contractor shall remove the spoil/fill material at its
expense and dispose of such materials in accordance with the Ordinance of the City and this
section.
.. 32. 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 on site 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
9
determined by the City.The failure of the City to make any tests of materials shall in no way
relieve the Contractor of its responsibility to furnish materials and equipment conforming to the �-
requirements of the contract.
(d) Not less than 24 hours notice shall be provided to the City by the Contractor for operations
requiring testing. The Contractor shall provide access and trench safety system (if required)
for the site to be tested and any work effort involved is deemed to be included in the unit price
for the item being tested.
low
(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.
33. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless
otherwise directed by the Engineer.
34. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
(a) 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."
(b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating
cage-type of guard about the boom or arm, except back hoes or dippers and insulator links on
the lift hood connections.
(c) When necessary to work within six feet of high voltage electric lines, notification shall be given
the power company (TU Electric Service Company) which will erect temporary mechanical
barriers, de-energize the line or raise or lower the line. 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 TU Electric Service Company and shall record action taken
in each case.
(d) The Contractor is required to make arrangements with the TU Electric Service Company for
the temporary relocation or raising of high voltage lines at the Contractor's sole cost and
expense. �•
(e) No person shall work within six feet of a high voltage line without protection having been taken
as outlined in Paragraph(c).
35. WATER DEPARTMENT PRE-QUALIFICATIONS: Any Contractor performing any work on Fort
Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to
E 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.
36. RIGHT TO AUDIT:
I 10
(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 workspace in order to conduct audits in compliance with the provisions of this
section. The City shall give Contractor reasonable advance notice of intended audits.
(b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect
that the subcontractor agrees that the City shall, under the expiration of three (3) years after
final payment under the subcontract, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of such subcontractor involving
transactions to the subcontract and further, that City shall have access during normal working
hours to all subcontractor facilities and shall be provided adequate and appropriate work
space in order to conduct audits in compliance with the provisions of this article together with
subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended
audits.
(c) Contractor and subcontractor agree to photocopy such documents as may be requested by
the City. The City agrees to reimburse Contractor for the cost of copies at the rate published
in the Texas Administrative Code in effect as of the time copying is performed.
.. 37. CONSTRUCTION STAKES:
The City, through its Surveyor or agent,will provide to the Contractor construction stakes or other
customary methods of markings as may be found consistent with professional practice to establish
line and grade 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.), one
set of excavation/or stabilization stakes, and one set of stakes for curb and gutter and/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, in the opinion of the Engineer, a sufficient number of stakes or markings provided by the City
have been lost, destroyed, or disturbed, that the proper prosecution and control of the work
contracted for in the Contract Documents cannot take place, then the Contractor shall replace
such stakes or markings as required. An individual registered by the Texas Board of Professional
.. Land Surveying as a Registered Professional Land Surveyor shall replace these stakes, at the
Contactor's expense. No claims for delay due to a lack of replacement of construction stakes will
be accepted, and time will continue to be charged in accordance with the Contract Documents.
38. LOCATION OF NEW WALKS AND DRIVEWAYS;
The Contractor will make every effort to protect existing trees within the parkway, with the
approval of the engineer the Contractor may re-locate proposed new driveways and walks around
existing trees to minimize damage to trees.
39. 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
11
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 the Department of Engineering, 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 Engineering Department's Public
Information Officer.
4. Upon receipt of the Contractor's response, the appropriate City departments and
directors will be notified.The Engineering Department's Public Information Officer will,
if necessary, then forward updated notices to the interested individuals.
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.
40. 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 bums 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.
12
41. 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:
s- 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 Fourth 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 Saturday, the holiday shall be observed on the preceding Friday or id it falls on Sunday, it shall
�. be observed on the following Monday, by those employees working on working day operations.
42. WORK SCHEDULE: Nothing in these Contract Documents shall be construed as prohibiting the
F 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
k the Engineer no later than 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
F 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 specific Saturday, Sunday or Legal Holiday.
,,. 43. TIME OF COMMENCEMENT AND COMPLETION: The Contractor's request for an extension of
time of completion shall be considered only when the request for such extension is submitted in
writing to the Engineer within seven days from and after the time alleged cause of delay shall have
occurred. Should an extension of the time of completion be requested such request may be
approved by Change Order. The contractor shall include all necessary information to substantiate
the request.
A request for extension of time due to inability to obtain supplies and materials will be considered
only when a review of the Contractor's purchase order dates and other pertinent data as
requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure
delivery on schedule. This shall include efforts to obtain the supplies and materials 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 may be increased by Change Order.
P.
f
f
CONSTRUCTION
NON-PAY ITEM No 1 CLEARING AND GRUBBING:
All objectionable items within the limits of this project and not otherwise provided for shall be removed
under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing."
However, no direct payment will be made for this item and it shall be considered incidental to this
contract.
NON-PAY ITEM No.2 SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control"shall apply.
However, no direct payment will be made for this item and it shall be considered incidental to this
contract.
NON-PAY ITEM No 3 PROTECTION OF TREES PLANTS AND SOIL.-
All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees,
etc. shall be preserved or restored after completion of the work to a condition equal or better than
existed prior to start of work.
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-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-
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 to 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. This is the only instance when pruning paint is
recommended.
NON-PAY ITEM No 4 CONCRETE COLORED SURFACE:
Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with
LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by
L.M. Scofield Company or equal, shall be used in accordance with manufacturers' instructions.
Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or
other dimension approved by the Engineer, meeting the aforementioned specifications. The sample,
upon approval of the Engineer, shall be the acceptable standard to be applied for all construction
covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall be
considered incidental to this contract.
The method of application shall be by screen, sifter, sieve, or other means in order to provide for a
uniform color distribution.
{ NON-PAY ITEM No 5 PROJECT CLEAN-UP:
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
14
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 the paving and curb and gutter has been
constructed. No more than seven days shall elapse after completion of construction before the
roadway and right-of-way is cleaned up to the satisfaction of the Engineer.
NON-PAY ITEM No 6 PROJECT SCHEDULE:
Contractor shall be responsible for producing a project schedule at the pre-construction conference.
This schedule shall detail all phases of construction, including project clean up, and allow the
.. Contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will
work begin until said schedule has been received and approval secured from the Construction
r Engineer. However, contract time will start even if the project schedule has not been turned in.
Project schedule will be updated and resubmitted at the end of every estimating period. All costs
Finvolved with producing and maintaining the project schedule shall be considered subsidiary to this
contract.
NON-PAY ITEM 7 NOTIFICATION OF RESIDENTS:
In order to cut down on the number of complaints from residents due to the dust generated when saw-
cutting joints in concrete pavement, the Contractor shall notify residents, in writing, at least 48 hours in
advance of saw-cutting joints during the construction of paving projects.
All costs involved with providing such written notice shall be considered subsidiary to this contract.
NON-PAY ITEM 8 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
IP 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, DOE No., 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. An electronic version of the sample flyer
.� can be obtained from the construction office at 871-8306.
All work involved with the pre-construction notification flyer shall be considered subsidiary to the
contract price and no additional compensation shall be made.
_ NON-PAY ITEM 9 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-
■
15
construction conference but in no case will construction be allowed to begin until this meeting is
held.
NON-PAY ITEM 10 SAWCUT OF EXISTING CONCRETE:
When existing concrete or H.M.A.C. is cut, such cuts shall be made with a concrete saw. The
Contractor may break out curb and gutter to the nearest joint if he chooses. All sawing shall be
subsidiary to the unit cost of the respective item.
NON PAY ITEM 11 SPRINKLER HEAD ADJUSTMENT: The adjustment and/or relocation of sprinkler
heads encountered shall be paid for under utility adjustment in the proposal section. No other
compensation will be provided.
NON PAY ITEM 12 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS: A fee for street use
permits is in effect. The fees are as follows:
The street permit fee is$50.00 per permit with payment due at the time of permit application.
a
Payment by the Contractor for all street use permits and re-inspections shall be considered subsidiary
to the contract cost and no additional compensation shall be made.
a
NON PAY ITEM 13 TEMPORARY EROSION SEDIMENT AND WATER POLLUTION CONTROL
(FOR DISTURBED AREAS LESS THAN 1 ACRE):
s
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 measure 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.
a
B. CONSTRUCTION REQUIRMENTS: 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 a
to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination
of adjacent streams, other water course, 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
F 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 a
Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to
be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading,
mulching, seeding, and other such permanent pollution-control measures current in accordance with
the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-
erosion-control measures shall be performed as directed by the Engineer.
1. Waste or disposal areas and construction roads shall be located and constructed a
in a manner that will minimize the amount of sediment entering streams.
2. Frequent fordings of live streams will not be permitted; therefore, temporary
bridges or other structures shall be used wherever an appreciable number of
stream crossing are necessary. Unless otherwise approved in writing by the
Engineer, mechanized equipment shall not be operated in live streams.
a
a
16
3. 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.
4. All waterways shall be cleared as soon as practicable of false work, piling, debris
or other obstructions placed during construction operations that are not part of the
finished work.
5. The Contractor shall take sufficient precautions to prevent pollution of streams,
lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful
= materials. He shall conduct and schedule his operations so as to avoid or
minimize siltation of streams, lakes and reservoirs and to avoid interference with
movement of migratory fish.
E. SUBMITTAL: Prior to the start of the applicable construction, the Contractor shall submit for
approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area
of erodible-earth material to a minimum. He shall also submit for acceptance his proposed method of
soil-erosion control on construction and haul roads and material sources and his plan for disposal of
waste materials. No work shall be started until the soil-erosion control schedules and methods of
operations have been reviewed and approved by the Engineer.
F. 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.
17
NON-PAY ITEM 14 SILICONE JOINT SEALING FOR CONCRETE PAVEMENT:
CITY OF FORT WORTH,TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIFICATION
For
SILICONE JOINT SEALING
+ (Revision 1, October 18, 1989)
(Revision 2, May 12, 1994)
1. SCOPE ..
This specification for silicone joint sealing Portland Cement Concrete pavement and
curbs shall supersede Item 314.2. (11)"Joint Sealing Materials"of STANDARD
SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -
CITY OF FORT WORTH, and Item 2.210"Joint Sealing"of STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH TEXAS
COUNCIL OF GOVERNMENTS.
2. MATERIALS
2.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A
sealant except as modified by the test requirements of this specification.
Before the installation of the joint sealant, the Contractor shall furnish the Engineer
certification by an independent testing laboratory that the silicone joint sealants meet
these requirements. ,.
2.2 The manufacturer of the silicone joint sealant shall have a minimum two-year
demonstrated,documented successful field performance with Portland Cement
Concrete pavement silicone joint sealant systems. Verifiable documentation shall be
submitted to the Engineer. Acetic acid cure sealants shall not be accepted.
The silicone sealant shall be cold applied.
2.3 Self-Leveling Silicone Joint Sealant
The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as
manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an approved
equal.
Self-Leveling Silicone Joint Sealant
Test Method Test Requirement
AS SUPPLIED ,.
**** Non Volatile Content, % min. 96 to 99
MIL-S-8802 Extrusion Rate, grams/minute 275 to 550
ASTM D 1475 Specific Gravity 1.206 to 1.340
**** Skin-Over Time, minutes max. 60
**** Cure Time, days 14 to 21
**** Full Adhesion, days 14 to 21
AS CURED-AFTER
ASTM D 412, Die C Mod. Elongation, % min. 1400
ASTM D 3583 Modulus @ 150% Elongation, psi max. 9
18
(Sect. 14 Mod.)
ASTM C 719 Movement, 10 cycles @+100/-50% No Failure
ASTM D 3583 Adhesion to Concrete, % Elongation min. 600
(Sect. 14 Mod.)
ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600
* (Sect. 14 Mod.)
2.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer
Mrod and polyethylene bond breaker tape of sufficient size to provide a tight seal.
The back rod and breaker tape shall be installed in the saw-cut joint to prevent
the joint sealant from flowing to the bottom of the joint. The backer rod and
breaker tape shall be compatible with the silicone joint sealant and no bond or
reaction shall occur between them. Reference is made to the"Construction
Detail" sheet for the various joint details with their respective dimensions.
r
3. TIME OF APPLICATION
I On newly constructed Portland Cement Concrete pavement,the joints shall be
initially saw cut to the required depth with the proper joint spacing as shown on
the"Construction Detail" sheet or as directed by the Engineer within 12 hours of
the pavement placement. (Note that for the"dummy"joints, the initial 1/4 inch
width"green"saw-cut and the"reservoir"saw cut are identical and should be
part of the same saw cutting operation. Immediately after the saw cutting
pressure washing shall be applied to flush the concrete slurry from the freshly
1_ saw cut joints.) The pavement shall be allowed to cure for a minimum of seven
(7)days. Then the saw cuts for the joint sealant reservoir shall be made, the
joint cleaned, and the joint sealant installed. During the application of the joint
,■ sealant, the weather shall not be inclement and the temperature shall be 40F (4C)
and rising.
_ 4. EQUIPMENT
4.1 All necessary equipment shall be furnished by the Contractor. The Contractor
p shall keep his equipment in a satisfactory working condition and shall be
inspected by the Engineer prior to the beginning of the work. The minimum
requirements for construction equipment shall be as follows:
4.2 Concrete Saw:The sawing equipment shall be adequate in size and power to
complete the joint sawing to the required dimensions.
Y.
4.3 High Pressure Water Pump:The high pressure cold water pumping system shall
be capable of delivering a sufficient pressure and volume of water to thoroughly
flush the concrete slurry from the saw-cut joint.
4.4 Air Compressors: The delivered compressed air shall have a pressure in excess
of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free
�{ water and oil from the compressed air. The blow-tube shall fir into the saw-cut
joint
4.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of
sealant to the joint.
4.6 Injection Tool: This mechanical device shall apply the sealant uniformly into the
joint.
19
t
4.7 Sandblaster:The design shall be for commercial use with air compressors as
specified in Paragraph 5.4.
4.8 Backer Rod Roller and Tooling Instrument:These devices shall be clean and free
of contamination. They shall be compatible with the join depth and width
requirements.
5. CONSTRUCTION METHODS
5.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and
joint sealant placement shall be performed in a continuous sequence of
operations
5.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on
the"Construction Detail"sheet. The faces of the joints shall be uniform in width ..
and depth along the full length of the joint.
5.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be
completely removed from the joint and adjacent area by flushing with high
pressure water. The water flushing shall be done in one-direction to prevent
joint contamination.
When the Contractor elects to saw the joint by the dry method,flushing the joint
with high pressure water may be deleted. The dust resulting from the sawing
shall be removed from the joint by using compressed air. (Paragraph Rev. 1,
October 18, 1989)
After complete drying, the joints shall be sandblasted. The nozzle shall be
attached to a mechanical aiming device so that the sand blast will be directed at
an angle of 45 degrees and at a distance of one to two inches from the face of
the joint. Both joint faces shall be sandblasted in separate, one directional
passes. Upon the termination of the sandblasting, the joints shall be blown-out
using compressed air. The blow tube shall fit into the joints.
The blown joint shall be checked for residual dust or other contamination. If
any dust or contamination is found, the sandblasting and blowing shall be
repeated until the joint is cleaned. Solvents will not be permitted to remove
stains and contamination.
Immediately upon cleaning, the bond breaker and sealant shall be placed in the
joint. Open, cleaned joints shall not be left unsealed overnight.
Bond Breaker Rod and Tape:The bond breaker rod and tae shall be installed in
the cleaned joint prior to the application of the joint sealant in a manner that will
produce the required dimensions.
F 5.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint ..
sealant shall be applied using the mechanical injection tool. The joint sealant
application shall not be permitted when the air and pavement temperature is less
than 40F (4C). Joints shall not be sealed unless they are clean and dry. ..
M
Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the
pavement surface shall be removed and discarded and shall not be used to seal
the joints. ..
20
The pavement surface shall present a clean final condition.
Traffic shall not be allowed on the fresh sealant until it becomes tack-free.
Approval of Joints:A representative of the sealant manufacturer shall be present
at the job site at the beginning of the final cleaning and sealing of the joints. He
shall demonstrate to the Contractor and the Engineer the acceptable method for
sealant installation. The manufacturer's representative shall approve the clean,
dry joints before the sealing operation commences.
6. WARRANTY
The Contractor shall provide the Engineer a manufacturer's written guarantee on all
joint sealing materials. The manufacturer shall agree to provide any replacement
material free of charge to the City. Also, the Contractor shall provide the Engineer a
written warranty on all sealed joints. The Contractor shall agree to replace any failed
joints at no cost to the City. Both warranties shall be for two years after final
acceptance of the completed work by the Engineer.
7. BASIS OF PAYMENT
All costs involved with providing silicone joint sealant as required shall be considered
subsidiary to this contract and will include furnishing all materials and for all preparation,
delivery, and application of those sealing materials and for all labor, equipment, tools and
incidentals necessary to complete the silicone joint sealing in conformity with the plans and
these specifications.
NON-PAY ITEM 15 TREE REMOVAL:
At locations indicated on the plans, the Contractor will be required to remove existing trees. The
Engineer prior to beginning work shall authorize any and all tree removal.
All costs involved tree removal as required shall be considered subsidiary to this contract and will
include furnishing all labor, equipment, tools and incidentals necessary to complete the work.
NON-PAY ITEM 16 REFLECTIVE PAINT:
The medians in Hulen Street (Hartwood and Glenwood) shall have their cubs painted per plan details.
.. The paint used shall be "traffic yellow" reflective safety paint as manufactured by Ames Research
Laboratories, Inc. or approved equal. The paint shall be elastic, contain stereoptic reflective glass
beads, suitable for application to concrete, and reflect light when dry. The cost for supplying and
applying this paint shall be considered subsidiary to this contract and will include furnishing all labor,
equipment, tools and incidentals necessary to complete the work.
NON-PAY ITEM 17 PAVEMENT MARKINGS:
Prior to installing proposed striping and/or traffic buttons, the Contractor shall contact Mr. Ronnie
Vamell, Transportation and Public Works @817-392-7974 or his designated representative at least 24
hours in advance to inspect and approve the position and alignment of all proposed pavement
markings.
PRE BID ITEM-UTILITY ADJUSTMENT:
This item is included for the basic purpose of establishing a contract price which will be comparable to
the final cost of making necessary adjustments required due to street improvements to water, sanitary
sewer and natural gas service lines and appurtenances where such service lines and appurtenances
are the property owner's responsibility to maintain. An arbitrary figure has been placed in the
Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine
utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to
provide the services of a licensed plumber to make the utility adjustments determined necessary by
21
the Engineer. No payment will be made for utility adjustments except those adjustments determined
necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where
such lines would not have required adjustment or repair otherwise, the lines shall be repaired and
adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility
adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of .�
bond and overhead incurred by the Contractor in handling the utility adjustments.
PRE BID ITEM-PROJECT DESIGNATION SIGN:
The Contractor shall construct and install Project Designation Signs and it will be the responsibility of
the Contractor to maintain the signs in a presentable condition at all times on each project under
construction. Maintenance will include painting and repairs as directed by the Engineer.
It will be the responsibility of the Contractor to have the individual project signs lettered and painted in
accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall
be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with
the enclosed detail. The sign shall be constructed of%" fir plywood, grade A-C (exterior) or better. '
These signs shall be installed on barricades or as directed by the Engineer and in place at the project
site upon commencement of construction.
The work, which includes the painting of the signs, installing and removing the signs, furnishing the
materials, supports and connections to the support and maintenance shall be to the satisfaction of the
Engineer.
The unit price bid per each will be full payment for materials including all labor, equipment, tools and
incidentals necessary to complete the work.
PRE BID ITEM-TOP SOIL:
The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted)
over the parkway area and do not include deeper than design depth behind the curb. The pay item is
intended to pay for topsoil that must be imported where suitable material is either not available on the
job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume
(full truck with sideboards up)tickets and material must meet City of Fort Worth standards for topsoil.
Only the volume imported will be paid for and may be substantially less than the proposal quantities
listed.
PRE BID ITEM-ADJUST WATER VALVE BOX:
Contractor will be responsible for adjusting water valve boxes to match new pavement grade.The
water valves themselves will be adjusted by City of Fort Worth Water Department forces.
The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals
necessary to complete the work.
PRE BID ITEM -MANHOLE ADJUSTMENT:
This item shall include adjusting the tops of existing and/or proposed manholes to match proposed
grade as shown on the plans or as directed by the Engineer. Standard Specification Item No. 450
shall apply except as follows:
Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl
rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole
sections as per current City Water Department Special Conditions.
PRE BID ITEM-ADJUST WATER METER BOX:
This item shall include raising or lowering an existing meter box to the parkway grade specified. No
payment will be made for existing boxes, which are within 0.1'of specified parkway grade.
s
22
The unit price bid will be full payment for materials including all labor,equipment, tools and incidentals
necessary to complete the work.
PAY ITEM -UNCLASSIFIED STREET EXCAVATION:
See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications
governing this item.
Removal of existing penetration or asphalt pavement shall be included in this item.
Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be
considered as subsidiary to this item and no additional compensation shall be given as such.
During the construction of this project, it is required that all parkways be excavated and shaped at the
same time the roadway is excavated. Excess excavation will be disposed of at locations approved by
the engineer.
The intention of the City is to pay only the plan quantity without measurement. Should either
contracting party be able to show an error in the quantities exceeding 10 percent, then actual
quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than
plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify
the actual quantities.
PAY ITEM - 7" REINFORCED CONCRETE PAVEMENT:
(a) All applicable provisions of standard Specifications Item 314 "Concrete Pavement," shall
apply. The Contractor shall use a six (6) sack concrete mix for all hand placement in the
intersections. The unit price bid per square yard shall be full payment for all labor, material,
equipment and incidentals necessary to complete the work.
(b) Once an evaluation of the pavement is made to determine whether the crack is due to distress
or minor shrinkage, the following policy will apply:
(1) When the crack is minor and due to shrinkage(cosmetic), then no further treatment
will be needed.
(2) If the crack is due to distress(structural), the failed pavement must be removed and
replaced a minimum of 5 feet. In no case should the remaining portion of the panel
be less than 5 feet wide after repairing the failed panel.
(3). Any crack within 12 inches of any joint must be removed and replaced a minimum of 5
feet to prevent future spalling of the pavement.
(c) All concrete pavement not placed by hand shall be placed using a fully automated paving
machine as approved by the Construction Engineer. Screeds will not be allowed except if
approved by the Construction Engineer.
PAY ITEM -6-inch CONCRETE CURB:
The Contractor may, at his option, construct either integral or superimposed curb. Standard
Specification Item 502 shall apply except as follows: 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.
F "
If the Contractor fails to backfill behind the curb within seven (7)calendar days of pouring the curb and
gutter, the amount paid for the curb shall be reduced by 25% until the backfill operation is complete.
PAY ITEM—REMOVE EXISTING CURB AND GUTTER:
23
Where shown on the plans or where designated by the Engineer, existing curb and or gutter and
existing laid down curb shall be removed and disposed of in a manner satisfactory to the Engineer. ..
Measurement will be by the linear foot for curb and gutter,laydown curb removed,and for all labor,
tools, and incidentals necessary to complete the job.
PAY ITEM-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 6701 d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31.
A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer at
(817) 392-8712, at the pre-construction conference. Although work will not begin until the traffic ••
control plan has been reviewed, the-Gontracter-s-time will begin in accordance with the time frame
established in the Notice to 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 871-7738)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 Contractor will not be
allowed to work both sections of Bryant Irvin or Hulen at the same time. On both Bryant Irvin and
Hulen the Contractor will be allowed to close southbound lanes as needed from 7:00 am until 4:00 pm
and the northbound lanes as needed from 9:00 am until 6:00 pm. Lane closures shall be kept to a ..
minimum and subject to approval by the Engineer. Work hours will generally be restricted to Monday
through Friday unless special circumstances are approved by the Engineer.
The lump sum price bid will be full payment for materials including all labor, equipment, tools and
incidentals necessary to complete the work. Payment will be made in four equal installments
coinciding with the four project locations.
PAY ITEM—CONCRETE MEDIAN PER PLANS:
All applicable provisions of Standard Specifications Item 512"Concrete Medians"shall apply.
Contractor shall include provisions for premolded expansion joint material and silicone sealant
between the back of curb section and the concrete median. The unit price bid shall be full payment for
all labor, material, equipment and incidentals necessary to install the concrete medians including the
expansion joint material, and necessary silicone joint sealant.
PAY ITEM—TRAFFIC BUTTONS:
The Contractor shall supply and install all materials necessary for the placement of traffic buttons to
delineate lanes, proposed left turn lanes, etc. as detailed in the plans. The unit price per each shall be
full compensation for the contractor to supply and install Type 1-C-4 and Type W-4 traffic buttons as ,.
well as adequate amounts of Type III Epoxy.
..
24
PAY ITEM—THERMOPLASTIC PAVEMENT STRIPING:
All materials used shall conform to TXDOT Specification D-9-8220. Lines must have a minimum
thickness of 0.090 inches (90 mil), and shall not exceed 0.180(180 mil) per TXDOT Test Method Tex-
854-13. All lines must have clean edges, square ends, and be of uniform cross-section. The density
and quality of markings shall be uniform throughout their thickness. The applied markings shall have
no more than five percent, by area, of holes or voids and shall be free of blisters.
All markings shall be reflectorized both internally and externally. Glass beads shall be applied to the
materials at a uniform rate sufficient to achieve uniform and distinctive retro reflective characteristics
when observed in accordance with TXDOT test method Tex-854-13.
Contractor's personnel shall be sufficiently skilled in the work of installing pavement markings.
Markings that are not properly applied due to faulty application methods or defective product, and
markings which are placed in the wrong position or alignment shall be removed and replaced by the
contractor at the contractor's expense. If the mistake is such that if would be confusing or hazardous
to motorists it shall be remedied the same day of notification.
SURFACE PREPARATION AND APPLICATION
On the beginning of each workday the kettle shall be clean and removed of all materials used the
previous day.
Roadway surfaces shall be clean and free from dirt, grease, loose and/or flaking existing markings and
.. other forms of contamination. New Portland cement concrete surfaces shall be cleaned sufficiently to
remove the curing membrane.
Pavement to which material is to be applied shall be completely dry. Pavement shall be considered
dry if, on a sunny day after observation for 15 minutes, no condensation develops on the underside of
a one square foot piece of clear plastic that has been placed on the pavement and weighted on the
edges.
Equipment and methods used for surface preparation shall not damage the pavement or present a
hazard to motorists.
Markings shall be applied within temperature limits recommended by the material manufacture, and
shall be applied on clean, dry pavement having a surface temperature above 50 degrees Fahrenheit.
h
When markings are applied on roadways open to traffic care will be taken to ensure that proper safety
precautions are followed, including the use of signs, cones, barricades, flaggers, etc. Work shall be
performed with as little disruption to traffic as possible and freshly applied markings shall be protected
from traffic damage and disfigurement. Temperature of the material must be equal to the temperature
�+ of the read surface before allowing traffic to travel on it.
WARRANTY
All markings applied under this agreement shall be fully guaranteed for one year, to be free from
yellowing/darkening, crumbling and failure to adhere to the pavement surface. Retro-reflectivity
characteristics shall remain relatively constant. All defective materials shall be removed and replaced
at the contractor's expense. All replacements shall be completed within 30 days of receiving written
notification.
In lieu of all other specifications within this document, contractor shall be solely responsible for
ensuring that all methods and materials used in removal and application, produce high quality
markings capable of exceeding these warranty requirements.
25
The unit price bid for this item includes not only the installation of pavement striping as detailed above,
but also any removal of existing pavement striping necessary to complete the work.
(To be printed on Contractor's Letterhead)
Date:
DOE No:
PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for:
MAPSCO LOCATION:
LEMTS OF CONST.:
Estimated Duration of Construction on your Street: days
r
4r
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE
CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE
WATER AND/OR SEWER LINES - RECONSTRUCT THE STREET>
+ 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
M 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 871-7970
PLEASE BEEP THIS FLYER HANDY WHEN YOU CALL.
27
.:
Now
Hourly t Hrly
Classifications Rates Classifications Rts
Air Tool Operator $10.06 Mixer Operator $11.58
Asphalt Raker $11.01 Motor Grader Operator Fine Grade $15.20
Asphalt Shoveler $8.80 Motor Grader Operator, Rough Oiler $14.50
Asphalt Distributor Operator $13.99 Painter, Structures $13.17
Asphalt Paving Machine Operator $12.78 Pavement Marking Machine O er. $10.04
Batching Plant Weigher $14.15 Pipe Layer $11.04
Roller, Steel Wheel Plant-Mix
f Broom or Sweeper Operator $9.88 Pavements $11.28
Bulldozer operator $13.22 Scraper Operator $11.42
Carpenter(Rough) $12.80 Servicer $12.32
Concrete Finisher-Paving $12.85 Slip Form Machine Operator $12.33
Concrete Finisher-Structures $13.27 Spreader Box Operator $10.92
4 Concrete Paving Curbing Mach. O er. $12.00 Tractor operator, Crawler Type $12.60
Concrete Paving Finishing Mach. O er. $13.63 Tractor operator, Pneumatic $12.91
Concrete Paving Joint Sealer O er. $12.50 Traveling Mixer Operator $12.03
Concrete Paving Saw O er. $13.56 Truck Driver-Single Axle(Light) $10.91
Concrete Paving Spreader O er. $14.50 Truck Driver-Single Axle(Heavy) $11.47
Truck Driver-Tandem Axle Semi-
Concrete Rubber $10.61 Trailer $11.75
Crane, Clamshell, Backhoe, Derrick,
Dra line, Shovel $14.12 Truck Driver-Lowboy/Float $14.93
Electrician $18.12 Truck Driver-Transit Mix $12.08
Wagon Drill, Boring Machine, Post
Fla er $8.43 Hole Driller $14.00
Form Builder-Structures $11.63 Welder $13.57
Form Setter-Paving& Curbs $11.83 Work Zone Barricade Servicer $10.09
Foundation Drill Operator, Crawler
Mounted $13.67
Foundation Drill Operator, Truck
Mounted $16.30
Front End Loader $12.62
Laborer-Common $9.18
Laborer- Utility $10.65
Mechanic $16.97
Milling Machine Operator, Fine Grade $11.83
w
TECHNICAL SPECIFICATIONS
City of Fort Worth
Transportation and Public Works
TRAFFIC SIGNAL DESIGN GUIDELINES ..
March 2004
The following guidelines shall be used for the engineering design of traffic signal installations
within the City of Fort Worth. These guidelines shall be secondary to the Texas Manual on
Uniform Traffic Control Devices(MUTCD),the National Electric Code (NEC),and the National
Electric Safety Code(NESC).This document is intended to be a general design guideline and
shall not substitute for engineering analysis and engineering design recommendations.
Variations from these guidelines should be documented in the signal file.
I. BASIC DESIGN
A. Signal heads
Traffic signal heads should be arranged in accordance with MUTCD. Generally,two heads are
used for major approach movements,but a third signal head may be provided if a left-tum lane
exists and the possibility exists of needing a future left-turn phase. Signal heads should be
mounted on mast arms unless otherwise needed for exclusive lane movements, e.g.:right turn
lanes or a protected/permitted left turn where the median width is greater than 30 feet and
motorist may pull outside the 20'cone of vision,then the designer should consider mounting a
signal head on a signal pole up-right.
Heads should be vertically aligned. Horizontally mounted alignment should only used to
accommodate visibility restrictions.All signal heads should be federal yellow in color.
12-inch signal lenses shall be used in all instances for traffic signals. 8-inch heads will be only
used for warning devices such as school flashers and advanced warning flashers,and at
intersections within the CBD area. Light emitting diodes (LED)lamps will be used for all
indications and pedestrian indications.
Protected plus Permitted Left-turns:The 5-section "cluster",or"house head,"lens arrangement
should be used for protected/permitted left turn movements for mast arms mountings.If a mast .�
arm can not be provided due the geometry of the intersection,then vertically arranged 5-section
heads should be mounted on pedestal poles or signal pole up-rights. A LEFT TURN YIELD
ON GREEN (RI 0-12)sign shall accompany all protected plus permitted left turn signal head
installations.
Protected Left Turns: One 3-section turn head should be provided for protected left turn
movements. This display is composed of red ball, yellow arrow and green arrow. LEFT TURN
SIGNAL(RIO-IOL)should be placed adjacent to left turn head. Louvers are not used unless
required to restrict visibility from conflicting movements.
Dual Left Turns: Where engineering analysis deems it necessary to provide dual left turn
movements,then a left turn head shall be provided for each left turn lane.
03/25/04 Pagel of 13
Split Phasing: Where engineering analysis deems it necessary to split approach movements,then
the left most signal head shall be a four section head.This display is composed of a solid red, a
solid yellow,a solid green and a green arrow.
Pedestrian Accommodations: Pedestrian heads and push buttons should be used to permit the
safe crossing of all intersection approach legs. All new signals should have ADA push buttons
and signing as shown on CFW signal standards sheets.If an approach does not have pedestrian
heads,then the symbol"no crossing"(R9-3A)sign should be provided.ADA accessible
wheelchair ramps should be included on all traffic signal projects where none currently exists.
Back plates: Generally back plates should only be used and maintained in following cases:
At all CBD intersections;
On State maintained intersections where traffic signal plans specifically call for back
plates;
Where needed as determined by the Engineer to provide good visual contrast.
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B. Cabinet Placement
Signal cabinets should be located for convenient access by signal maintenance staff. The cabinet
location should have reasonable access by signal technician vehicles with minimal blocking of
F travel lanes.If possible,the cabinet should be located near off-street parking or on the departure
side of the intersection. Location should also be sensitive to vehicular movements that could hit
the cabinet.The cabinet should be placed to allow personnel a view of the controller face and the
detector amplifiers,and also provide a good view of vehicles at intersection and traffic signal
indications.Cabinets should not be located in center medians.
C. Ground Boxes
Two sizes of ground boxes are used, small (approximately 11"x 18"opening)and large
(approximately 19"x 31"opening). A large ground box is typically placed near the controller
} cabinet to accommodate multiple conduits.
Ground boxes shall be constructed of polymer concrete in accordance with Texas Department of
Transportation's(TxDOT)Specifications. A concrete apron should be provided around ground
boxes not located in sidewalks. The apron should be 1-foot wide, 3-1/2 inches thick and have
#10 concrete mess wire or two#3 steel bars for reinforcement.
D. Conduit
Three-inch conduit should cross at least three legs of the intersection and the intersection may be
boxed with conduit if deemed necessary by the Design Engineer. No conduit shall be filled
greater than 40% of its capacity in accordance with the NEC(a worksheet is provided in
Appendix `C'). All underground conduits shall be Schedule 40 PVC. Rigid metal shall be used
for all conduits above the ground. 1 '/a inch conduit should be used for electric service
conductors and vehicle detector lead-ins for set back loops.
03/25/04 Page 2 of 13
E. Cable
A 20-conductor, 14-guage stranded cable should be provided from the controller cabinet to each
pole foundation.A bare 8-gauge bonding conductor shall bond all the intersection's grounding
rods together and lead back to the cabinet grounding bus.
Luminaries shall be wired in a parallel circuit from the power service point around the
intersection. Two#8 AWG stranded cables(one black and one white)shall run to each pole with
luminaries' heads bypassing the controller cabinet.Luminaries are not metered;they are
provided electric service on a flat rate.
F. Poles and Mast Arms
Poles should be kept out of median areas to reduce the chance of knockdowns. Poles should be
located as far away from the back-of-curb as possible given the available right-of-way and
existing utility conflicts. Where possible,poles should be located near the intersection of
sidewalks to provide easy access to the pedestrian push buttons.Mast arms shall be long enough
to extend over the center of the left most approach lane.
Street light heads are typically used at all four-corners to-provide a high level of illumination.
Caution should be taken to ensure that NESC spacing requirements to overhead electric lines are
not violated.
A mast arm stabilizer(harmonic dampening device)is required on all arms greater than 36 ft in
length.
Surface Treatments: Typically,poles are left with the natural galvanized surface. Older non-
galvanized steel poles are painted aluminum color. In certain locations,a special paint color may
be required on all signal pole hardware as noted below:
• Cultural District area: Cultural District Green;
9 CBD and the Fossil Creek area: Urbanscape Brown;
• Stockyards area: Brick Red.
G. Controllers and Cabinets
The Type 170 controller shall be used at all intersections. Two types of 170 cabinets are used:
tall cabinets(332)and short cabinets (336).The 332 cabinets are used as the primary type of ..
signal cabinet. Both cabinets can perform 8-phase fully actuated control. The 332 cabinet can
accept more loop detectors and has more internal room.The 332A cabinet with the auxiliary load
bay is reserved for diamond interchange locations, or intersections with greater than five
approach legs. The 336 cabinet is used at locations that require a pole mounted cabinet,"T"
intersections,or intersections with unique geometric conditions where a limited number loops or
phases are required.
03/25/04 Page 3 of 13
H. Detection Systems
Detector design should accomplish a signal operation with minimal delay,offer safe operation,
and minimize maintenance of the detection system. Types of detection systems in use currently
include the following:
• Inductive loop detection;
• Microwave(presence);
• Microloop TM; and
• Video detection.
Video detection systems should be used when the cost of loops exceed the cost of video
detection or existing roadway pavement material,such as pavers,private driveway,etc.,prohibit
-� loop installation.Video detection may also be required at critical intersections such as highway/
arterial interchanges or the intersection of principal arterial roadways. If video detection is used,
then the cameras shall be labeled according to the following guidelines: wl-2
.. • Camera#1 shall detect phase 02 and/or phase 05
• Camera#2 shall detect phase 04 and/or phase 07
• Camera#3 shall detect phase 06 and/or phase 01
�• • Camera#4 shall detect phase 08 and/or phase 03.
Left turn lanes: A single 6' x 40' quadripole loop should be used. Split-loops(two 6' X 20'
.. quadripole)may be used for left turn bays where cars may not be detected or a pavement
expansion joint exists. Splits loops may be configured 10 feet apart,with the leading edge
generally even with the median nose.
Right turn lanes: Loops are typically not required in right turn only lanes.
Major street and minor street through lanes: Presence loops are used if vehicle speeds are less
than 35 mph. Presence loops at stop bars are 6' x 40' quadripole loops with leading edge set 10
feet behind the curb line of the major cross street. (The designer should be cognizant of the loop
lead-in possibly crossing a pavement expansion joint and call attention to the standard detail
sheet for loop installation.)
Set back loops are used for approaches of 35 mph through 45 mph. This design places the loop
at the back of the dilemma zone. Setback loops are 6' x 6'.
Table 1
Set Back Loop Placement
(Assuming a 5 second travel time)
Approach Speed: Detector Set Back from
(Mph) (fps) Stop Bar(feet)
35 51 260
40 59 300
45 66 1 330
For speeds 50 mph or greater, a multi-loop design is used. This design places a 6' x 6' loop in
each lane.
03/25/04 Page 4 of 13
Table 2
Multi-Loop Placement*
Approach Speeds Detector Set Back for Stop Bar Extension
(feet) (sec)
(mph) (fps)
50 74 220 350 N/A 2.0
55 81 225 320 415 1.2
60 89 275 375 475 1.4
65 196 1 320 1 430 1 540 1.2
70 1103 1 350 1 475 1 600 11.2
•From Applications Manual/Detector Chapter,TxDOT-Traffic Operations Division-Traffic Management Section-Austin,Texas
Additional loop placement considerations: Check intersection or roadway for any expansion
joints or change in pavement types that will affect loop detector or lead-in installation. If either
of these pavement conditions exists,the loop may be split on either side of the joint. Lead-ins
shall not cross expansion joints. One loop detector should be use for each lane.One loop lead-in
cable should be used per loop detector.If brick treatments are planned for the roadway,efforts
should be made to place loop detectors in concrete base before bricks are installed,or use
alternate detection systems.
Loops lead-ins shall be 18 gauge,four-conductor cable that is twisted and shielded. Loop leads
should be numbered according to Section 2 F.
Video Detection Areas: Video detection areas should graphically illustrates as dash lines. Stop
bar detection areas should be shown as 6' x 40' dashed rectangles,while set back loops should
be shown as narrow dashed rectangles crossing all approach lanes. Both areas should be labeled.
For set detection areas,the distance from the stop should given as well as distance tie to any
roadside object that may assist with loop placement through the video monitor.
I. Phasing ■-
All phasing should be according to the City's Traffic Signal Operations Guidelines as
summarized below: ..
• Each intersection approach should be phased individually for greater operation flexibility.
Concurrent movements should be accomplished through controller functionality rather
than field wiring. ..
• The engineer should strive to use the minimum cycle time phasing.Left turn phasing
should be used if justified by engineering analysis.
• Protected/permitted left turn phasing should be used unless sight restrictions are present,
or a combination of opposing travel speeds and intersection width require the use of
protected only phasing.
• Phasing should be designed to match traffic movements at the intersection. The use of
phasing schemes that vary by time-of-day is acceptable.
• Right Turn Overlap phasing may be used for exclusive right turn lanes. 31
A"
03/25/04 .Page 5 of 13
J• Signal Operation
Most signals operate fully actuated 24-hours a day.
Flash Operation: Signals can operate in flash mode as follows:
• Conflict flash: yellow/red or red/red should be used based on intersection traffic demand,
but should generally follow the same guidelines used for late-night flash below.
• Late night flash: yellow/red shall be implemented at intersections with more than 75%-
25%volume split;or red/red on intersections with less than 75%-25% volume split.
Coordination: Coordination is implemented if a coupling analysis shows benefit based on traffic
.� volumes and intersection spacing. Coordination_ groups may vary by time of day and day of
week based on link volumes.
.. Diamond Operation: All diamond intersections should use 3-phase(Figure 3)and/or 4-phase
(Figure 4)operating schemes. Phasing schemes with Nema phasing and overlaps, or split ring
operation may also be used if warranted using computer models,such as Synchro or PASSER-
III.
Connection to Traffic Signal System Software:All new and reconstructed traffic signals should
.�. be connected to the QuicNet traffic signal system software. Interconnect by the use of CATV
drops shall be part of any new or rebuilt installation outside the CDB area. Within the CBD area
dedicated cable is available.
K. Pavement Markings
All signalized intersections should have parallel bar crosswalks. Crosswalk markings are 12"
wide solid white lines. Stop bars are 18"wide solid white lines.
J. Emergency Vehicle Preemption(EVP)
OpticomTm equipment should be used as the standard for EVP. All new and major reconstructed
signals will include OpticomTm equipment on approaches identified by the Fire Department.
II. DESIGN PLANS
A. Plan Preparation
The traffic signal construction plan set should consist of at least 3 sheets per location:
• Traffic Signal Design Layout sheet showing all known existing utilities and all proposed
traffic signal equipment installation details.
• Signings and Markings Layout sheet showing all existing and proposed signs, and showing
all existing and proposed pavement markings. This sheet should include estimates of the
materials required to complete the work proposed on the sheet.
03/25/04 Page 6 of 13
Sidewalk Ramp Layout sheet showing existing and proposed sidewalks and ramps. This
should include a table summarizing the estimated yards of concrete required to complete the
proposed work.
Two additional sheets may be required based on the existing intersection conditions and
engineering recommendations:
• Existing Conditions Layout showing existing traffic signal or flasher equipment that is to be
removed from the intersection.
• Geometric Modifications Layout sheet showing intersection improvements and demolition
items. Minor improvements such as cutting back a median mose may be included on the
Sidewalk Ramp Layout sheet.
All plans shall be produced in MicroStation format. These plans must be compatible with the
CAD software version used in the City's Traffic Engineering office. When submitting electronic
copies of the plans,do not use any reference files;the plan drawing should be fenced and
resaved.
Preliminary plan submittals: The preliminary plans should be submitted as follows: 2 sets of
11"x 17"plan sheets at a scale of 1"=50'.
Pre-final plan submittals: The pre-final(95%)plans should be submitted as follows: 2 sets of I I"
x 17"plan sheets at a scale of I"=50'.
Final submittals:The final(100%)plans should be submitted as follows: 1 set of 11" x 17"
mylar reproducible; 3 sets of 11"x 17"plan sheets on bond paper; and MicroStation files on
compact disk.
B. Site Specific Information
The following items should be evaluated durin the initial design stage & shown onplans:
Street names On street parking
Street widths and dimensions Driveways
Lane widths and dimensions Curb& gutter
Lane lines Pavement edge if no curb &gutter
Existing conduit and ground boxes Sidewalks
Street lights and conduit Sidewalk Ramps
Sewer lines and manholes Land use each corner
Storm drain lines and sewer inlets Trees or other vegetation
Water lines and fire hydrants Building lines within 15' of curb face
Other utilities overhead or Underground ROW lines dimensioned to face-of-curb
Telephone Utility Poles by Owner now
CATV TUX
Electric Bell Telephone
Gas Street Li is '"
Fiber Optics Other
Other Proposed electric service location
Existing signage and pavement markings
03/25/04 Page 7 of 13
i
C. Area Specific Information
The engineer should note the following facilities and evaluate incorporating them into the signal
design where possible:
• Fire stations
"' • Hospitals
• Schools and school routes or crossings
• School zones or flashers
• Adjacent signalized intersections
• Railroad crossings
D. Signal Information
The engineer should make special note of,and include specific facilities for
railroad interconnect to railroad cabinets.
i
Appendix `A' is a checklist of items that the engineer should be certain to include on the plan
sheets and are clearly labeled.
E. As-Built Plans
i -
City staff will update electronic copies of the plan sheet after installation is complete. The sheets
will note field changes recorded by the Inspector. Copies will be printed and labeled As-Built.
Copies will be distributed to signal maintenance personnel for future reference.
i
F. Standard NEMA phasing .
The standard phase numbering scheme is shown below.
TYPICAL NEMA PHASING
i
m
i � m
i
06 01 07 Major Street
0a
0� as
08 E- 0s <
i �04 03� 01
-�02
05 02 03 08
Minor Street
i
I
Major Street Runs North-South Major Street Runs East-West
03/25/04 Page 8 of 13
Typical loop layout and numbering l
MAJOR STREET a (�f ( i
with Prot/Perm
Left Turn
lo4Ir
N 'et-
irk x6 _a
ig g
L
all,
t�e-Z 08
ba-1 MINOR STREET
...............rx°o• a 3 with Protected
�+-z s X.P ...... Left Turn
04-3 rx.6' —_
MINOR STREET
with Permitted
Left Turn I I : X
b
n5 02
I I :n5 INI�
MAJOR STREET
with Protected
Left Turn E
The following method shall be used to label each loop
detector.Each loop detector shall be labeled according
MAJOR STREET to phase and a number.Typically each individual loop
with two will connect to one channel of a loop amplifier card.If
Left Turn Lanes two loops are connected to the same amp,then both
01 _ loops will have the same label.
N I The adjacent drawings provide example street
configurations and typical loop labeling schemes.
06 Numbering rule:inside to outside,front to back.
± X -
0 .0 .
EXPANSION JOINT
6'x°a tine-r MINOR STREET
-♦ 0+-t with calling loop
04 04-5 �-2 •••••••'.••'..• &presence loops
12�-e 04-3
Loops around
expansion joint or
change in avemcnt type I I r
(Qjt-1& *4 are tied
together in pull box). 7_7f
� a
a
MAJOR STREET
with multi-loops.
i
03/25/04 Page 9 of 13
APPENDIX`A'
Plan sheet checklist:
Poles:
❑ Type(i.e.,wood, steel, 16A,etc.)
❑ All non-city poles utilized for signal hardware.
❑ Mast arm lengths
❑ International pedestrian heads &ADA push buttons.
•• ❑ Street lights on poles
❑ Dimension location from curb or sidewalk
.. Heads:
❑ Numbers
❑ Signal Faces
❑ Placement
❑ Louvers or 3M programmable lens
❑ Lens—all L.E.D.'s
❑ Pedestrian
❑ Head Size
❑ Distance between heads (shown dimensions)
r
Detectors:
❑ Phase&Loop Number
❑ Dimensions
❑ Distance back from stop bars for-setback loops
❑ Rectangular or Quadripole
❑ Type of loops:presence, setback, split-loop,calling, and queue.
Other Notations:
❑ Service location
❑ Interconnect notes
❑ NEMA Phasing Chart
❑ CATV Cable drop
❑ North Arrow
❑ Scale Bar
❑ Title Block
❑ Legend
❑ Location Number
❑ Drawing Number
Signs and Markings Layout:
❑ Stop bars
❑ Lane Buttons
❑ Left turn signs and arrows (no pavement markings except dual left turns)
❑ Right turn signs and arrows
❑ Other signs and markings as necessary
03/25/04 Page 10 of 13
APPENDIX `B'
LEVEL SYMBOLOGY
OBJECT LEVEL I COLOR STYLE I WEIGHT SC.FACTOR
Note:Curb-- DOUBLE LINES W APART
GEO.OF STREET 1 0 0 0 N/A
SIDEWALKS 1 0 0 0 "
ST.LIGHTS 2 3 0 1 "
ST.LIGHT POLES 2 3 0 1 "
SIGNAL POLES 2 3 0 1 "
MAST ARMS 2 3 0 1 "
SIG. HEADS Ian 2 3 0 2 "
CONTROLLER CABT 2 3 0 1 "
FIRE PLUG 2 15 0 1 "
WATER METER 2 15 0 0 "
SIG. HEAD elevation 2 114 0 1 2 .,.
PED.HEAD elevation 2 2 0 1 0-1 "
Note:use gray scale for utilities&label @ 3"oc
GAS 3 3 GAS 0 0 ,.
I LOOPS 3 37 1 1 cell
S.W.BELL 3 48 TEL 0 0 NA
S.W. BELL MAN HOLE 3 39 0 0
ELECTRIC 3 48 E 0 0
STORM DRAINS 4 1 0 1 cell
' STORM DRAINS M. H. 4
R.W.O. LINES 5 6 phantom 1 7
STOP BARS 6 0 0 11 cell
LANE MARKINGS 6 0 0 1 cell
■ CROSSWALKS 6 0 0 0 cell
DEMINSIONS 7 1 0 0
TEXT 8 0 0 1
Note: impmadAerial font from Micro Soft to Micro Station
Water lines 9 127 0
SIGNAL CONDUIT 10 3 3 2 0R 3 ..
CONDUIT CHART 12 0 0 1 cell
BORDER 12 0 0 1 cell
PH.DIAGRAM 12 0 0 1 cell
PH.SEQUENCE DIA. 12 0 0 1 cell
LEGEND 12 2 0 1 cell
TITLE BLOCK 12 0 0 1 cell
N.ARROW 12 0 0 1 cell
1
03/25/04 Page 11 of 13
APPENDIX `C'
Cable TMe Size Diameter Area JTotal Number
Area
AWG _ of Cables
single conductor White # 10 0.160 0.080 0.000 0
single conductor Black # 10 0.160 0.080 0.000 0�
single conductor White # 8 0.270 0.229 0.000 0
single conductor Black # 8 0.270 0.229 0.000 0
Bare # 8 0.129 0.052 0.000 0
Opticom Cable (3 cond. #20 0.270 0.229 0.000 0
Shielded)
CCTV Coax RG 11 0.405 0.515 0.000 0
CCTV Coax RG6 0.000 0.000 0
4 cond. Shld. Loop Lead-in #22 0.225 0.159 0.000 0
.. Cable
4 cond. Shld. Loop Lead-in # 18 0.000 0.000 0
Cable sj
2 cond. Shld. Loop Lead-in # 14 0.335 0.353 0.000 0
* Cable
4 conductor # 14 0.360 0.407 0.000 0
8 conductor # 14 0.565 1.003 0.000 0
12 conductor # 14 0.633 1.259 0.000 0
16 conductor # 14 0.690 1.496 0.000 0
20 conductor # 14 0.770 1.863 0.000 0
24 conductor # 14 0.895 2.516 0.000 a
32 conductor # 14 0.975 2.986 0.000 0
Total 0.000 _ JI
Total Number of
Conduit Diameter Area Area Conduit
.. i" 1.000 3.142 0.000 0 i
1 1/4" 1.250 4.909 0.000 0 j
2" 2.000 12.566 0.000 0
3" 3.000 28.274 0.000 0
_ = 4" _ 4.000 50.265_ 0.000 0
Total _ 0.00.0
,., =is
hen 0.000
ugh
oid:
Notes:
(1) If service is less than
400 feet use #8 for service
wire.
(2) If service is between
400 and 800 feet use# 6
service wire.
03/25/04 Page 12 of 13
Page 13 of 13
Version Updated: 09/10/2004
SPECIFICATIONS FOR TRAFFIC
SIGNAL POLES AND MAST ARMS
1.0 General
This specification states the minimum acceptable requirements, materials, and
workmanship for steel poles, mast arms, and miscellaneous hardware for
traffic signal, sign, and street light support to be supplied to the City of Fort
Worth, Department of Transportation and Public Works. These specifications
should be used in conjunction the standard details sheets for traffic signal
poles and traffic signal pole foundations.
2.0 Fabricator
Fabricator shall be certified under Category I, "Conventional Steel Structures"
as set forth by the American Institute of Steel Construction Quality Certification
Program (AISC). Proof of this certification shall be submitted with the bid
submittal to assure that the fabricator has the personnel, organization,
experience, procedures, knowledge, equipment, capability and commitment to
fabricate quality Traffic Signal Pole Structures.
3.0 Design
Pole shaft, base plate, anchor bolts, mast arm, and structural connecting
hardware shall be designed in accordance with loading and allowable stress
requirements of the 1985 AASHTO "Standard Specifications for Structural
supports for Highway Signs, Luminaires, and Traffic Signals". Loading shall
be based on an Isotach wind velocity of 80 mph. If requested, calculations
and detail drawings shall be submitted for verification of compliance to these
specifications.
4.0 Tubular Members
The tubular member's cross-section shall be round and shall have a constant
linear taper of 0.14 inches/foot. It shall be fabricated from conforming to the
requirements of ASTM A595 Grade A. Tubular members shall be of the same
-
thickness throughout the length of the entire member.
4.1 Mast Arms
The mast arms shall have a horizontal length as called for on attached
drawings. All mast arms shall be manufactured and shipped in one piece with
no circumferential splices. A removable end cap for attachment on the end of
the mast arm shall be supplied with each mast arm.
Version Updated: 09/10/2004
4.2 Pole Shafts
Pole shafts shall be 27.5 feet in height (type 41, type 43, and type 45) or 21
feet in height (type 42,type 44 and type 46) with the arm to pole attachment
connection located at a height of 20 feet. Two hand-holes shall be reinforcing
rim welded into the shaft of the pole and at 180 degrees behind the mast arm
as shown in detail drawings. Hand-holes shall be supplied with a cover. Each
pole shall be provided with a pole cap secured in place with setscrews or other
suitable fasteners. A "C-hook"wire support near top of pole and a grounding
attachment in the lower hand-hole shall be provided in each pole shaft. Four
1.5-inch couplings with plugs shall be provided on each pole for the mounting
of signals and pedestrian signals. These mounting points shall be at a height
'W
of 11 feet above the pole base.
Each type 41, type 43 and type 45 pole shall have a simplex luminaire arm
flange that complies with our Street Luminaire Pole Details.
5.0 Base Plate
The base plate shall be of steel meeting or exceeding the requirements of
ASTM A36. It shall be integrally welded to the pole shaft with either a
telescopic welded joint or a full penetration butt weld with a backup bar. The
bolt plate holes shall be slotted to allow up to a 10°rotation. The pole Type
number shall be permanently marked on the bottom of each base plate.
Four removable nut covers, with self-threading screws for attachment shall be
provided with each pole.
6.0 Mas#�Arm,tole ConneCtiiOris
The mast arm to pole connection plates are to be fabricated from structural
quality hot rolled carbon steel with a guaranteed minimum yield strength of
36,000 psi (A36). The mast arm plate shall telescope the arm shaft and be
circumferentially welded inside and out. The pole plate shall be attached to
the pole shaft by welded gusset plates top, bottom, and sides. Four size "F"
hex head bolts (ASTM A325) with one lock washer per bolt shall be supplied
with each pole to connect the mast arm to the pole.
7.0 Anchor Bolt Assembly
Anchor bolt material shall conform to the requirements of ASTM F1554 Grade
55. The bolts shall be galvanized to ASTM A153. Anchor plates shall match
the hole pattern for each type standard and be clearly marked. The strength
of the nuts shall equal or exceed the proof load of the bolts.
Anchor bolt assembly shall be delivered partly assembled. The anchor bolts,
or rods, shall come with all nuts, flat washers and split washers on each rod.
Then the four anchors bolts shall be matched with two plates and be delivered
as a bundled unit.
Version Updated: 09/10/2004
The anchor bolt assemblies shall be purchased separately from the poles and
shall be delivered within thirty days from date of order.
8.0 Fabrication
Welding shall be in accordance with AWS (American Welding Society)
Structural Welding Code D1.1 Sections 1 through 8 and shall be performed by
welders certified in accordance with AWS code. The tube's longitudinal seam
welds shall be free of cracks and undercutting, performed with automatic
processes, and visually inspected with questionable areas inspected by
4 a magnetic particle to AWS D1.1.
Each finished standard and mast arm shall be permanently marked by type for
* ease of field matching.
a
9.0 Finish
The traffic signal poles and mast arms shall be galvanized in accordance to
ASTM A123. Each component must be completely coated in a single dip. No
double dipping will be allowed. All miscellaneous hardware shall be
galvanized per ASTM A153.
10.0 Material Certifications
All materials shall comply with the American Society for Testing and Materials .
r. (ASTM) specifications. The supplier shall furnish two copies of mill certificates
reflecting the physical and chemical properties of the base metal of the pole
and mast arm shafts, base plates, and anchor bolts. Two certified copies of
the galvanizing test report shall be provided.
11.0 Delivery
All pole hardware will be packaged on a per pole basis. All items-shall be
delivered 120 calendar days from the date order is placed. All shipments
_ will be delivered from 6:00 A.M. to 12:00 P.M. Tuesday, Wednesday or
Thursday. Deliveries are not accepted on Monday or Friday. No trucks will be
unloaded after 12:00 P.M. Call 817-871-8083 24 hours prior to delivery. The
_ shipment shall be delivered to:
City of Fort Worth
Traffic Services Division
2500 Brennan Ave.
Fort Worth, Texas 76106
Version Updated: 09/10/2004
Invoices shall be sent to:
City of Fort Worth ..
Traffic Services Division
TPW Department
3409 Harley Ave.
Fort Worth,Texas 76107
..
PROJECT DESIGNATION SIGN
,.r
r
_. PMS-288 1 ��
ORTWORTH
r 41 T = a
4
r 62 ..
-PMS-167
3" T ' Project Title
4
3" 2ND LINE
—0 3„
a IF NECESSARY
12"— _ Contractor:
22"17Contractor's Name . 2
72
12„T Scheduled Completion Date ,>>
12 Year 2
5°'
t
1 " -
,! FONTS:
FORT WORTH LOGO = CHELTINGHAM BOLD
ALL OTHER LETTERING = ARIAL BOLD
LOGO COLORS:
FORT WORTH - PMS 288
_ LONGHORN LOGO-PMS 167 PROJECT DESIGNATION. SIGN
LETTERING - PMS 288
BACKGROUND-WHITE CITY OF FORT WORTH-CONSTRUCTION STANDARD
BORDER-BLUE
'RL DRAWING N0. DATE: 9-20-02
I
CITY OF FORT WORTH
CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
COMPRESSIVE STRENGTH OF CONCRETE CORES
Project: 2004 CIP Intersection Improvements i
DOE No: 4959
Fund Code: 03
Contractor: N/A
Pour Date: N/A
Date Tested: 04-27-06
LAB CORE PSI
# # OF LOCATION
CONC
McCart Avenue (Left turn lane)
67361 1 5957 60'N. of Sycamore School Rd. @ McCart Ave. E/4
67362 2 6390 601S. " " " " AN
W/4
Sycamore School Rd. (Left turn lane)
67363 3 6139 60'W. of McCart Ave. @ Sycamore School Rd. N/4
67364 4 6008 60' E. " " S/4
Alta Mesa (Left turn lane)
67365 5 4706 1900 Alta Mesa S/4
S. Sulen St.
67366 6 4656 5001 S. Hulen St.
**SPEC 3000 PS
Approval:
,s
R ri Jeri Routing:
Date Reported: 05-03-06 Martin Phillips
Tested by: Soil Lab Requested by Ben Baca ..
File
i
1
1
CITY OF FORT WORTH
CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project: Intersection Improvements Ph. II
DOE No: 4959
Fund Code: 03
Contractor: N/a
HOLE # 1 LAB NO: 67352
LOCATION: 601N. of Sycamore School Rd. @ McCart Left turn Ln. E/4
7 . 00" Concrete (5957. 0 PSI)
4 .25" Brownish Red Sandy clay W/racks & gravel
11. 00" Brown Sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 42.7 PL: 26. 6 PI: 16.1 SHRKG: 10. 0%
MUNSELL COLOR CHART: 10 Yr. 6/1 Gray clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2 LAB NO: 67353
LOCATION: 601S. of Sycamore School Rd. @ McCart Left turn Lti. W/4
7.25" Concrete (6390.0 PSI)
13. 75" Reddish brown sandy clay w/gravel
ATTERBURG LIMITS: LL: 35. 8 PL: 23.2 PI: 12. 6 SHRKG: 9. 0%
MUNSELL COLOR CHART: 10 Yr. 5/3 Brown sandy clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 LAB NO: 67354
LOCATION: 601W. of McCart @ Sycamore School Rd. Deft turn Ln. N/4
7 . 00" Concrete (6139. 0 PSI)
6. 50" Brown sandy clay w/rocks & gravel
12. 00" Brownish gray sandy clay w/rocks & gravel
.. ATTERBURG LIMITS: LL: 37 .5 PL: 21.2 PI: 16. 3 SHRKG: 8. 0%
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale brown clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2 LAB NO: 67355
64-LF --of--McCart @ Sycamore School Rd. Left turn Ln. S/4
8.. 00" Concrete (6008.,0 PSI)
3. 00" Brown Sandy clay
13. 00" Orange Sand
7 .50" BROWN SANDY CLAY W/ROCKS & GRAVEL
Note: ;i " Void
ATTERBURG LIMITS: LL: 22. 6 PL: 14 . 8 PI: 7 .8 SHRKG: 0. 0%
MUNSELL COLOR CHART: 10 Yr. 6/4 Light yellowish brown sand
"` UNIT WEIGHT: N/A #/CFT
2
HOLE # 1 LAB NO: 67356
LOCATION: 1900 Alta Mesa Left turn Ln. S/4 ••
7 .25" Concrete (4706. 0 PSI)
10.75" Dark brownish gray clay w/stone
ATTERBURG LIMITS: LL: 37. 3 PL: 27. 5 PI: 9. 8 SHRKG: 5. 0% ..
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish brown sandy clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 LAB NO: 67357 ..
LOCATION: 5001 S. Sulen St,
8. 00" Concrete (4656.0 PSI)
11. 00" Dark brownish gray clay w/stone
* Note: W Drop
ATTERBURG LIMITS: LL: 54. 3 PL: 28. 3 PI: 26. 0 SHRKG: 14. 0%
MUNSELL COLOR CHART: 10 Yr. 5/3 BROWN CLAY
UNIT WEIGHT: N/A #/CFT
HOLE # 1 LAB NO: 67358
LOCATION: 601W. of Alta Vista @ Golden Triangle C/4
8.75" HMAC
4 .25" Stabilized material
6.50" Dark brown sandy clay w/gravel
ATTERBURG LIMITS: LL: 41. 9 PL: 22. 6 PI: 19. 3 SHRKG: 10. 0%
MUNSELL COLOR CHART: 10 Yr. 4/2 Dark Grayish brown clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2 LAB NO: 67359
LOCATION: 601E. of Alta Vista @ Golden Triangle C/4
5. 00" HMAC
6. 50" Brown sandy clay w/rocks & gravel
8. 00" Dark brown sandy clay
ATTERBURG LIMITS: LL: 37. 9 PL: 18. 6 PI: 19. 3 SHRKG: 11. 0%
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish brown clay
UNIT WEIGHT: 146.0 #/CFT (4" HMAC)
HOLE # 1 LAB NO: 67360
LOCATION: 1601S. of Jacksboro Hwy.
7. 00" HMAC
11. 00" Brown clay w/stone
ATTERBURG LIMITS: LL: 42.1 PL: 19.2 PI: 22. 9 SHRKG: 12. 0%
MUNSELL COLOR CHART: 10 Yr. 7/2 Light gray clay
UNIT WEIGHT: N/A #/CFT
Approval:
R n Jeri Routing:
Date tested: 04-21-06 Martin Phillips
Date Reported: 05-03-06 Requested by Ben Baca �•
Tested by: W. Oden File
EXPERIENCE RECORD
List of projects your or anization has successful) completed:
Amount Of Contract Type of Date Name and Address of
Award Work Accepted Owner
h #
List of projects your organization is now engaged in completing:
Amount Of Contract Type of Anticipated Name and Address of
Award Work Date of Owner
Completion
List Surety Bonds in force on above incomplete work:
Date of Contract Type of Work Amount of Name and Address of
Award Bond Bond Surety
EQUIPMENT SCHEDULE
List of Equipment owned by Bidder that is in serviceable condition
and available for use:
Portions of work Bidder proposes to sublet in case of Award of
Contracts including amount and type:
Compliance with and Enforcement of Prevailing wage Laws
(a) 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.
(b) 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.
(c) 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 3 1"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.
(d) 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 I Ith day after the date
`J 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.
(e) 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.
(f) 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.
(g) Postingof f Wage Rates. The contractor shall post the prevailing wage rates in a
conspicuous place at the site of the project at all times.
(h) Subcontractor Compliance. The contractor shall include in its subcontracts
and/or shall otherwise require all of its subcontractors to comply with paragraphs
(a)through(g)above.
i
4J
CONFLICT OF INTEREST DISCLOSURE REQUIREMENT
Pursuant to Chapter 176 of the Local Government Code,any person or agent of a person
who contracts or seeks to contract for the sale or purchase of property, goods, or services
with a local governmental entity(i.e. The City of Fort Worth) must disclose in the
Questionnaire Form CIQ ("Questionnaire")the person's affiliation or business
relationship that might cause a conflict of interest with the local governmental entity. By
law,the Questionnaire must be filed with the Fort Worth City Secretary no later than
seven days after the date the person begins contract discussions or negotiations with the
City,or submits an application or response to a request for proposals or bids,
correspondence,or another writing related to a potential agreement with the City.
Updated Questionnaires must be filed in conformance with Chapter 176.
A copy of the Questionnaire Form CIQ is enclosed with the submittal documents. The
form'is also available at http://www.ethics.state.tx.us/forms/CIQ.ip
If you have any questions about compliance,please consult your own legal counsel.
Compliance is the individual responsibility of each person or agent of a person who is
subject to the filing requirement. An offense under Chapter 176 is a Class C
misdemeanor.
Y
Y
CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ
For vendor or other person doing business with local governmental entity
This questionnaire is being filed in accordance with chapter 176 of the Local OFFICEUSEONLY
Government Code by a person doing business with the governmental entity. Date Received
By law this questionnaire must be filed with the records administrator of the
local government not later than the 7th business day after the date the person
becomes aware of facts that require the statement to be filed. See Section
176.006,Local Government Code.
A person commits an offense if the person violates Section 176.006, Local
Government Code.An offense under this section is a Class C misdemeanor.
-. 1J Name of person doing business with local governmental entity.
2
Check this box if you are filing an update to a previously filed questionnaire.
(The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than
September 1 of the year for which an activity described in Section 176.006(a),Local Government Code,is pending and
not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.)
8 Describe each affiliation or business relationship with an employee or contractor of the local governmental entity who makes
recommendations to a local government officer of the local governmental entity with respect to expenditure of money.
r.
4 Describe each affiliation or business relationship with a person who is a local government officer and who appoints or
employs a local government officer of the local governmental entity that is the subject of this questionnaire.
Amended 01/13/2006
CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ
For vendor or other person doing business with local governmental entity Page 2
5 Name of local government officer with whom filer has affilitation or business relationship. (Complete this section only if the
answerto A,B,or Cis YES.)
This section, item 5 including subparts A, B, C & D, must be completed for each officer with whom the filer has affiliation or
business relationship. Attach additional pages to this Form CIQ as necessary.
A. Is the local government officer named in this section receiving or likely to receive taxable income from the filer of the
questionnaire?
QYes F--j No
.� B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government
officer named in this section AND the taxable income is not from the local governmental entity?
F] Yes F-1 No
C. Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves
as an officer or director,or holds an ownership of 10 percent or more?
Yes F� No
D. Describe each affiliation or business relationship.
6 Describe any other affiliation or business relationship that might cause a conflict of interest.
7
Signature of person doing business with the govemmental entity Date
r
Amended 01/13/2006
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
Y of Fort Worth Department of Engineering No.4959 and City of Fort Worth Project No. C200-
2063900200.
CONTRACTOR
McClen onstruction Co. Inc.
By; k�w
Name: OAN MCCLEMDON, PRESIDENT
Title: BAN MCCLEVOON, PRESIDENT
Date:
STATE OF TEXAS §
COUNTY OF TARRANT §
+� Before me, the undersigned authority, on this day personally appeared
a y m (�CC�lQ(`C�(11 known to me to be the person whose name is subscribed to the
foregoing instrument, and acknowledged to me that he executed the same as the act and deed
of McClendon Construction Co., Inc. for the purposes and consideration therein expressed
and in the capacity therein stated.
Given Under My Hand and Seal of Office this 1A day of , 20 00 .
Notary Public in aridfor the State of Texas
TAMMY wllsoN
Notary Public,state of Texas
MY Commission Expires
March 07,2009
?c-. '+:n.p•Q UPI ,�,�P
_p ^•y �:1�u�19 �i:b
PERFORMANCE BOND
Bond No. 8205-79-62
THE STATE OF TEXAS §
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TARRANT §
That we(1)McClendon Construction Co.,Inc.as Principal herein,and(2)Vigilant Insurance Company,a
corporation organized under the laws of the State of(3)New York 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
Eight Hundred Sixty-two Thousand Five Hundred Fifty-eight and 50/100...................................................
(5862,558.50)Dollars 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 contract with the Obligee dated the of
2006 a copy of which is hereto attached and made a part hereof for all purposes,for the construction of:
2004 CIP Intersection Imvrovements,Contract II
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.
ROD
p �� , FEZ
No
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
statue,to the same extent as if it were copied at length herein.
y IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have
executed this instrument.
.. SIGNED and SEALED this day of .2006.
ATT T: J A X,1A McClendomiCbustruction Co. Inc.
(P cipal) Secretary PRINCIP (4
.. BY:
Title. ®� �� on, PIiE3t�EMT
.,. (SEAL) PO Box 996
Burleson,TX 76097
'r (Address)
VAJ I J�j I p'..X JA !t-A 1 aoL Vi ilant nsurance om an
Witness as to P&icip3l urety
k BY:
ATTEST: P0' W9 ( ey-in-fact 5)
8�sm,TX 7M Kyle W.Sweeney,Attor -in-Fact
(Surety)Secretary 2001 Bryan Street,Suite 3400
Dallas,Texas 75201
(SEAL) (Address)
NOTE: Date of Bond must not be
prior to date of Contract
(1) Correct name of 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 Attorney-in-
Fact.
The date of bond shall not be prior to date of
Contract
r
tness as to ety Jennifer R.Borock
P.O.Box 8720 Fort Worth Texas 76124
(Address)
60
IMPORTANT NOTICE
To obtain information or make a complaint:
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 at:
P.O. Box 149104
Austin, Texas 78714-9104
Fax # (512) 475-1771
PREMIUM OR CLAIM DISPUTES
The address of the surety company making this bond to which any notice of
claim should be sent may be obtained by calling the Texas Department of
Insurance at the above number.
Should you have a dispute concerning your premium or about a claim, you
should contact the agent or the company first. If the dispute is not resolved, you
may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND
This notice is for information only and does not become a part or condition of the
attached document. This notice is given to comply with Section 2253.048, Texas
Government Code and Section 53.202, Texas Property Code effective September
1, 2001.
PAYMENT BOND
Bond No. 8205-79-62
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) McClendon Construction Co., Inc. as Principal herein, and (2) Vigilant Insurance Company
a corporation organized and existing under the laws of the State of(3) New York , 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 Eight Hundred Sixty-two Thousand Five Hundred Fifty-eight and
50/100......................Dollars($862,558.50)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
2006, 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:
2004 CIP Intersection Improvements,Contract II
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 and materials in the prosecution of the work under the contract, then this obligation shall be
void;other wise,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
statue,to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and Surety have
executed this instrument.
SIGNED AND SEALED this day of ,2006.
McClendon Construction Co. Inc.
PRINCIP
r
A ST: By:
PA,-,, .4 A Name: DAM wNMWON, PRESMENT
(Prin ipal) Secretary _ Vr(
Title: MMftaIMON, PRESIENT
( AL) Address: PO Box 996
.� Burleson,TX 76097
Witness as to Princip
,,. ViLfflantJnsurance Com an
S T
ATTEST: By:
Name: IC le W.Swe e
r
Secretary Attorney in Fact
(SEAL) Address: 2001 Bryan Street, Suite 3400
Dallas,Texas 75201
Wit ess as to S y Jennifer R.Borock Telephone Number: 214-754-0777
r
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
l Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of the bond shall not be prior to date of Contract.
r
r
MAINTENANCE BOND
Bond No. 8205-79-62
THE STATE OF TEXAS §
COUNTY OF TARRANT §
That McClendon Construction Co., Inc. (Contractor), as principal, and Vigilant Insurance
Company , a corporation organized under the laws of the State of New York ,(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 Eight Hundred Sixty-two Thousand Five Hundred Fifty-eight and
501100.......................Dollars
($862,558.50) 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 , 2006 copy of which is hereto attached and made a part hereof, for
I
the performance of the following described public improvements:
2004 CIP Intersection Improvements,Contract H
the same being referred to herein and in said contract as the Work and being designated as project
number(s) C200-2063900200 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 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
w part at any time within said period, if in the opinion of the Director of the City of Fort Worth
Department of Engineering, 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 S counterparts, each one of which
shall be deemed an original,this day of ,A.D. 2006
ATTEST: M[cClend onstruction Co.,Inc.
�. (S Contr or
By: '1/I'h'IX
Secretary Name: C , PRf$ VT
Title:
ATTEST: Vigilant Insurance Company
(SEAL) Surety
By:
Secretary Name: le W. S ne
Title: Attorney-in-Fact
} 2001 Bryan Street,Suite 3400
Dallas,Texas 75201
R Address
v l "THC o
luChubb POWER Federal Insurance Company Attn: Surety Department
OF Vigilant Insurance Company 15 Mountain View Road
Surety ATTORNEY Pacific Indemnity Company Warren,NJ 07059
Know All by These Presents,That FEDERAL INSURANCE COMPANY,an Indiana corporation,VIGILANT INSURANCE COMPANY,a New York corporation,
and PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,do each hereby constitute and appoint Kyle W. Sweeney, Charles D.
Sweeney, Bobby E. Mayo and Michael A. Sweeney of Fort Worth, Texas-----------------------
each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on
their behalf as surety thereon or otherwise,bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or
executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument
referred to in said bonds or obligations.
In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each
executed and attested these presents and affixed their corporate seals on this 30th daY of April, 2003
Kenneth C.Wendel,Assistant Secretary 4Fra .Robertson, ice President
STATE OF NEW JERStY
ss.
County of Somerset
On this 30 th day of April, 2003 ,before me,a Notary Public of New Jersey,personally came Kenneth C.Wendel,to me known
to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY,the companies which executed the
foregoing Power of Attorney,and the said Kenneth C.Wendel being by me duly swom,did depose and say that he Is Assistant Secretary of FEDERAL INSURANCE COMPANY,
VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof;that the seals affixed to the foregoing Power of Attorney are
such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attomey as Assistant Secretary of said Companies
by like authority;and that he is acquainted with Frank E.Robertson,and knows him to be Vice President of said Companies;and that the signature of Frank E.Robertson,
- subscribed to said Power of Attorney is in the genuine handwriting of Frank E.Robertson,and was thereto subscribed by authority of said By-Laws and in deponents presence.
Notarial Seal �PVRUM'0'� JANA KRUMPFER
�. ,tkOTARy�� Notary Public,State of New Jersey
No.2297116
*y PU.BLtG Commission Expires February 25,20 Notary Public
III'J EK`'� CERTIFICATION
Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY:
"All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the
Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their
respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the following officers:
Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may
be affixed by facsirile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for
purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of
attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so
executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or
undertaking to which it is attached."
I,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY
(the"Companies')do hereby certify that
(1) the foregoing extract of the By-Laws of the Companies is true and correct,
(ii) the Companies are duly licensed and authorized to transact surety business in all So of the United States of America and the District of
Columbia and are authorized by the U. S.Treasury Department;further, Federal and Vigilant are licensed in Puerto Rico and the U.S.
Virgin islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and
(iii) the foregoing Power of Attorney is true,correct and in full force and effect.
Given under my hand and seals of said Companies at Warren,NJ this day of
us
Wendel,Assistint Secretary
IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM,VERIFY THE AUTHENTICITY OF THIS BOND OR
NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY
Telephone (908)903-3485 Fax (908) 903-3656 e-mail: surety@chubb.com
Form 15-10-0225(Ed.499)CONSENT
CITY OF FORT WORTH,TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT
This agreement made and entered into this the day of A.D., 2006, by and
between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and
,�. existing under and by virtue of a special charter adopted by the qualified voters within said City on the
Ilffi day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule"
provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular
meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner,
McClendon Construction.Co..Inc.,HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
u
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:
2004 CIP Intersection Improvements,Contract II
2.
That the work herein contemplated shall consist of 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 the Department of
Engineering for the Transportation and Public Works 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 himself to commence the construction of said work
within ten(10) days after being notified in writing to do so by the Department of Engineering of the City
of Fort Worth.
44 r 1 G p Q �/
The Contractor hereby agrees to prosecute said work with reasonable diligence �14e *`' 1tl i 1�`a�
commencement thereof and to fully complete and finish the same ready for the inspection and appiavat of
the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
within a period of 160 working 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
R Conditions, there shall be deducted from any monies due or which may thereafter become due him, the
sum of$315 Per working day, not as a penalty but as liquidated damages, the Contractor and his 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 a manner as it may deem proper, and if in the completion thereof,the cost
to the said City shall exceed the contract price or prices set forth in the said plans and specifications made
a part hereof,the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and
specifying an itemized statement of the total cost thereof, said excess cost.
m 6
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,
R its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such iniury,
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.
OEM
7.
Y� •�T''✓�1.7JI.IO YLOU�
The Contractor agrees, on the execution of this Contract, and before begi oxkrte-x�al4e;
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
.. performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract
Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a
surety company duly and legally authorized to do business in the State of Texas, and acceptable to the
City Council of the City of Fort Worth.
8.
-
Said City agrees and binds itself to pay, and the said 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 n/a,
shall be Eight Hundred Sixty-two Thousand Five Hundred Fifty-eight and
50/100.......................................................................................................................Dollars,($862,558.50).
9.
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
r Department of Engineering.
_ 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 agreement 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.
— IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8
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 8 counterparts with its corporate seal attached.
Done in Fort Worth,Texas,this the day of ,A.D.,2006.
�Q 41C9Art RE CON
.•
RECO Fg=— CITY OF FORT WORTH
BY: j f
DIRECTOR, DEPARTMENT OF CITY MANAGER
+ ENGINEERING
APPROVED:
,A Marc A.Ott, ssistant City Manager
TRANSPORTATION/PUBLIC WORKS
DIRECTOR
ATTEST:
McClendon Construction Co.,Inc.
PO Box 996
Burleson,TX 76097
CONTRACTOR
CITY SECRETARY
(SEAL)
jc� ,ontract authorization
DAN McCLENCON, PRESOM
Date
TITLE
McClendon Construction Co.,Im
P.O. Box 999
Bureson,TX 76097 APPROVED AS TO FORM AND
LEGALITY:
ADDRESS
.. T.C Y TTO EY
November 1960
,. Revised May 1986
Revised September 1992
7H
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COUNCIL ACTION: Approved on 9/26/2006
DATE: 9/26/2006 REFERENCE NO.: **C-21718 LOG NAME: 301NTERSECTION2
CODE: C TYPE: CONSENT PUBLIC HEARING: NO
SUBJECT: Authorize Award of Contract with McClendon Construction Company, Inc., for 2004 CIP
Intersection Improvements, Contract II
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with McClendon
Construction Company, Inc., in the amount of$862,558.50 for 2004 CIP Intersection Improvements, Contract
ll.
DISCUSSION:
The 2004 Capital Improvement Program provided funds to make improvements and modifications to various
intersections throughout the City. This project consists primarily of constructing left turn bays and updating
the traffic light equipment in existing arterial streets.
This project was advertised for bid on June 28, 2006 and July 6, 2006. On July 27, 2006, the following bids
were received:
Bidders Amount Time of Completion
McClendon Construction Company, Inc. $862,558.50 160 Working Days
Northstar Construction, Inc. $887,092.60
The Contingency for possible change orders is $32,279.25 and $81,298.00 for inspection, testing and
surveying during construction.
McClendon Construction Company, Inc., is in compliance with the City's MM/BE Ordinance by committing to
16 percent M/ BE participation, The City's goal is 14 percent.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the
Street Improvements Fund and the Light and Signal Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
C200 541200 206390020083 $716,973.50
C201 541200 202720020083 $145,585.00
r -+
Submitted for City Manager's Office by: Marc Ott (8476)
Originating Department Head: Douglas Rademaker(6157)
Additional Information Contact: Ben Baca (2373)
ATTACHMENTS