HomeMy WebLinkAboutContract 25944 CITY SECRETARY �q L ._._.. —CorAcmp
CONTRACT NO.
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SPECIFICATION
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CONTRACT DOCUMENTS ---�T/pw`Fucofy
FOR
UNIT I : H.M.A.C. SURFACE OVERLAY (2000-4)
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PROJECT NO. GS93-020930522080
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UNIT II : RECONSTRUCTION OF FLEMMING DRIVE
Oft RICKENBACKER PLACE TO PLAZA CIRCLE
PROJECT NO. C115-020115040599
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IN THE CITY OF FORT WORTH, TEXAS
ME 2000
KENNETH L . BARR BOB TERRELL
MAYOR CITY MANAGER
HUGO A. MALANGA, P.E. , DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS RADEMAKER, P .E. , DIRECTOR
DEPARTMENT OF ENGINEERING
PREPARED BY TRANSPORTATION AND PUBLIC WORKS ,WPARTMENT
ENGINEERING COORDINATION � �=.0F.Tr
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City of Fort Forth, Texas
"agar and Coun"'I Communicaflon
DATE REFERENCE NUMBER LOG NAME PAGE
5/16/00 **C-18003 1 20SUT 1 of 2
SUBJECT AWARD OF CONTRACT TO SUTTON & ASSOCIATES, INC. FOR UNIT I HMAC
SURFACE OVERLAY 2000-4 AT VARIOUS LOCATIONS AND UNIT II
RECONSTRUCTION OF FLEMMING DRIVE
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Sutton &
Associates, Inc. in the amount of $591,965.60 for 90 working days for Unit I HMAC Surface Overlay
2000-4 ($388,059.60) and Unit II Reconstruction of Flemming Drive ($203,906.00).
DISCUSSION:
In the 1999-2000 Contract Major Maintenance Program, various types of street maintenance
techniques are grouped into specific contract packages. Unit I HMAC Surface Overlay 2000-4 provides
for surface and base rehabilitation, curb and gutter, and valley gutter replacements for asphalt streets at
various locations funded from the Contract Street Maintenance Fund and the Street Improvements
Fund.
The following list details the limits for each of the streets included in Unit I HMAC Surface Overlay
2000-4:
STREET FROM TO
South Adams Street Hodgson Street Edney Street
Cass Street Ramey Avenue Flemmings Drive
Edney Street 6th Avenue South Adams Street
Maceo Lane Lucas Drive South Cravens Road
Maceo Lane MacArthur Drive Lucas Drive
Maceo Lane Rosedale Street MacArthur Drive
McEwen Court Truman Drive Lucas Drive
Reginald Road Cass Street Rickenbacker Place
Sharondale Street Hodgson Street Hamsted Street
The 1998 Capital Improvement Program (CIP) included funds for the in place reconstruction of
Flemming Drive (Rickenbacker Place to Plaza Circle). Unit II Reconstruction of Flemming Drive will
f provide for the reconstruction of Flemming Drive funded from the 1998 CIP funds.
The street improvements will include 6-inch lime stabilized subgrade and HMAC pavement,
construction of standard concrete curb and gutter, driveway approaches and sidewalks where shown
on the plans.
This project is located in COUNCIL DISTRICTS 5 and 6.
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City of Fort Worth, Texas
4Vooyor and Council Coninsunication
DATE REFERENCE NUMBER LOG NAME 7PAGE
5/16/00 **C-18003 20SUT 2 of 2
SUBJECT AWARD OF CONTRACT TO SUTTON & ASSOCIATES, INC. FOR UNIT I HMAC
SURFACE OVERLAY 2000-4 AT VARIOUS LOCATIONS AND UNIT II
RECONSTRUCTION OF FLEMMING DRIVE
This project was advertised for bid February 3 and 10, 2000. The following bids were received March
2, 2000.
AMOUNT AMOUNT TOTAL
BIDDERS UNIT I UNIT II BID
Sutton & Associates. Inc. $388,059.60 $203.906.00 $591.965.60
J. L. Bertram Construction & Engineering, Inc. $413,895.96 $200,076.70 $649,181.30
Peachtree Construction $434,723.80 $214,457.50 $649,181.30
APAC Texas—Inc. $458,508.30 $216,404.50 $674,912.80
Austin Bridge & Road, Inc. $455,420.40 $224,211.00 $679,631.40
Branch & Sons Contractors, Inc. $454,232.00 $230,693.00 $684,925.00
The low bidder, Sutton & Associates, Inc., is in compliance with the City's M/V1BE Ordinance by
committing to 19% M/WBE participation. The City's goal on this project is 19%.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of
the Contract Street Maintenance Fund and the Street Improvements Fund.
MG:j
Submitted for City Manager's FUND I ACCOUNT CENTER AMOUNT CITY SECRETARY
Office by: (to)
Mike Groomer 6140 APPROVED
CITY COUNCIL
Originating Department Head:
Hugo Malanga 7801 (from) MAY 16 2000
GS93 541200 020930522080 $340,391.10 `
Additional Information Contact: C111 541200 0201110532150 $ 47,668.50
C115 541200 020115040599 $203,906.00 a17 S-0-a Ory at so
Najib Fares 7802 ��of Fort�L mar
FEB-27-00 FRS 01 :39 PM FAX:8718092 „PAGE 1
CITY OF FORT 'WORTH
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
- ADDENDUM No.l
TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
UNIT I-H.M.A.C.PAVEMENT SURFACE OVERLAY (20004)
AT VARIOUS LOCATIONS
PROJECT NO. GS93-020930522080
UNIT II-RECONSTRUCTION OF FLEMMING DRIVE
RICKENBACKER PLACE TO PLAZA CIRCLE
PROJECT NO.C115-020115040599
The contract and documents for the subject project are hereby revised or amended as the
following:
The primary purpose of this addendum is to clarify the following:
1, On page P-1 of the Proposal,for Unit I Pay Item No. 3,change the'Total Amount Bid from
$13,750.00 to $5,250.00.
J
2, On page P-1 of the Proposal,for Unit I Pay Item No.4,change the Total Amount Bid from
$8000.00 to$10,800.00.
3.On page P-4 of the Proposal, for Unit Il Pay Itcm No. 3,changc the Total Amount 11 id from
$12,500.00 to$1,250.00.
Please acknowledge receipt of this addendum by inserting signed copy of same into your
proposal at time of bidding. Failure to return a signed copy of this proposal shall be grounds of
rendering the bid non-responsive.
R I A OWLEDGE:
By:
George A.Behmanesh,P.E.
Assistant Dire or,TIPW
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SPECIFICATIONS
r AND
CONTRACT DOCUMENTS
FOR
UNIT 1: H.M.A.C. SURFACE OVERLAY (2000-4)
AT VARIOUS LOCATIONS
PROJECT NO. GS93-020930522080
UNIT II: RECONSTRUCTION OF FLEMMING DRIVE
RICKENBACKER PLACE TO PLAZA CIRCLE
PROJECT NO. C115-020115040599
IN THE CITY OF FORT WORTH, TEXAS
2000
A. DOUGLAS RADEMAKER, P.E. D TE
DIRECTOR, DEPARTMENT OF GINEERING
GEORGE A. BE H, P.E. DATE
ASSISTANT D RECTO
TRANSP A UBLIC WORKS DEPARTMENT
DOO K& P.E. DATE
CAPIT PROJECT :3]NNER WATER DEPARTMENT
/ � � /ISI
JO$ T RNUS, P.E. DATE
ASAI TANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Prevailing Wage Rates
4. Proposal
S. Vendor Compliance
6. Disadvantaged Business Enterprise
7. Special Provisions
8. Contractor Compliance with Worker's Compensation Law
9. Certificate of Insurance
10. Performance Bond
11. Payment Bond
12. Contract
13. Project Designation Sign
14. Details
15. Street Locations
NOTICE TO BIDDERS
Sealed proposals for the following project :
UNIT 1 : H.M.A. C. SURFACE OVERLAY (2000-4)
AT VARIOUS LOCATIONS
Project No. GS93-020930522080
UNIT II : RECONSTRUCTION OF FLEMMING DRIVE
RICKENBACKER PLACE TO PLAZA CIRCLE
PROJECT NO. C115-020115040599
Addressed to Mr. Bob Terrell, City Manger of the City of Fort
Worth, Texas will be received at The Purchasing Office until 1:30
P.M. ,March 2, 2000 and then publicly opened and read aloud at
2 : 00 P.M. Plans, Specifications and Contract Documents for this
project may be obtained at the office of the Department of
Engineering, Municipal Office Building, 1000 Throckmorton Street,
Fort Worth, Texas .
A pre-bid conference will be held at 9 :00 A.M. ,February 15, 2000
in the Transportation and Public Works Conference Room 270, 2nd
r
floor, Municipal Building.
One set of documents will be provided to prospective bidders for
a deposit of twenty dollars ($20 . 00) : such deposit will be
refunded if the document is returned in good condition within 10
days after bids are opened. Additional sets may be purchased on
a non-refundable basis for twenty dollars ($20 . 00) per set .
For additional information contact Mr. Najib N. Fares at (817)
871-7802 .
Bob Terrell Hugo Malanga, Director
City Manger Transportation and Public Works
PUBLICATION: By: Z_ Z -Zoo O
February 3, 2000 NOAb N. Fares, P.E. ,
February 10, 2000 St et and Storm Drainage, TPW
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 bond,(1)the name of the surety shall be included on the current
U.S.Treasury,or(2)the surety must have capital and surplus equal to ten times the limit of the bond.
The surety must be licensed to do business in the state of Texas. The amount of the bond shall not
exceed the amount shown on the treasury list or one-tenth(1/10)the total capital and surplus.
2. PAYMENT BOND AND PERFORMANCE BOND: 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 as
well as 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 Article 5160 of the Revised Civil Statutes of Texas,as
amended.
In order for a surety to be acceptable to the City,(1)the name of the surety shall be included on the
current U.S.Treasury List of Acceptable Sureties(Circular 870),or(2)the surety must have capital
and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in
the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or
one-tenth(1/10)of the total capital and surplus. If reinsurance is required,the company writing the
reinsurance must be authorized,accredited or trusteed to do business in Texas.
No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or
which are interested 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
a. contract,solely for the protection of all claimants supplying labor and materials in the prosecution of
the work.
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.
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.
5. 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.
6. NAGE RATES:All bidders will be required to comply with provision 5159a of"Vernons Annotated
Civil Statutes"of the State of Texas with respect to the payment of prevailing wage rates as established
by the City of Fort Worth,Texas and set forth in Contract Documents for this project.
7. FINANCIAL STATENIENT: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.
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.
"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.
10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth
Ordinance No. 11923,as amended by Ordinance 13471,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.In addition,the bidder
shall submit the MBE/WBE UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM
and/or the GOOD FAITH EFFORT FOR`I("Documentation")as appropriate. The Documentation
must be received 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 to owner complete and accurate information regarding
actual work performed by Minority Business Enterprise(WBE)on the contract and payment therefore.
Contractor further agrees to permit an audit and/or examination of any books,records or files in its
possession that will substantiate the actual work performed by an MBE and/or WBE. The
misrepresentation of facts(other than a negligent misrepresentation)and/or the commission of fraud
by the Contractor will be grounds for termination of the contract and/or initiation 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 participation in City work for a
period of time of not less than three(3)years.
11. 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.
12. PAYMENT:The Contractor will receive full payment(minus 5%retain age)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.
13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the
r 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.
14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
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
JW 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.
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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
PP 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
A` 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,
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
PL 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.
k. The contractor's 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"
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".
15. 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.
16. 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.
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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 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. V
17. DISCRUVIINATION 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
against any claims or allegations asserted by third parties against City arising out of Contractor's
alleged failure to comply with the above-referenced laws concerning disability discrimination in the
performance of this Contract.
Revised March 15, 1996
PL
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CITY OF FORT WORTH
HIGHWAY CONTRUCTION
PREVAILING WAGE RATE FOR 1999
CLASSIFACTION HOURLY RATE
AIR TOOL OPERATOR $9.00
ASPHALT RAKER 9.55
ASPHALT SHOVELER 8.80
BATCHING PLANT WEIGHER 11.51
CARPENTER 10.30
CONCRETE FINISHER-PAVING 10.50
CONCRETE FINISHER-STRUCTURES 9.83
CONCRETE RUBBER 8.84
ELECTRICIAN 15.37
FLAGGER 7.55
FORM BUILDER-STRUCTURES 9.83
FORM LINER-PAVING &CURB 9.00
FORM SETTER-PAVING & CURB 9.24
FORM SETTER-STRUCTURES 9.09
LABORER-COMMON 7.32
LABORER-UTILITY 8.94
MECHANIC 12.68
OILER 10.17
SERVICER 9.41
PAR,lTER-STRUCTURES 11.00
PIPE LAYER 8.98
BLASTER 11.50
ASPHALT DISTRIBUTOR OPERATOR 10.29
ASHPALT PAVING MACHINE 10.30
BROOM OR SWEEPER OPERATOR 8.72
BULLDOZER 10.74
CONCRETE CURING MACHINE 9.25
CU14CRETE FINISHING MACHINE 11.13
CONCRETE PAVING JOINT MACHINE 10.42
CONCRETE PAVING JOINT SEALER 9.00
CONCRETE PAVING SAW 10.39
CONCRETE PAVING SPREADER 10.50
SLIPFORM MACHINE OPERATOR 9.92
CRANE, CLAMSHELL,BACKHOE,DERRICK,DRAGLINE, SHOVEL 11.04
FOUNDATION DRILL OPERATOR CRAWLER MOUNTED 10.00
FOUNDATION DRILL OPERATOR TRUCK MOUNTED 11.83
FRONG END LOADER 9.96
MILLING MACHINE OPERATOR 8.62
MIXER 10.30
MOTOR GRADER OPERATOR FINE GRADE 11.97
MOTOR GRADE OPERATOR 10.96
1
CITY OF FORT NORTH
HIGHWAY CONTRUCTION
PREVAILING NAGE RATE FOR 1999
CLASSIFACTION HOURLY RATE
PAVEMENT MARKING MACHINE 7.32
ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS 9.06
ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING 8.59
ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER 8.43
SCRAPER 9.63
TRACTOR-CRAWLER TYPE 10.58
TRACTOR-PNEUMATIC 9.15
TRAVELING MIXER 8.83
WAGON-DRILL, BORING MACHINE 12.00
REINFORCING STEEL SETTER PAVING 13.21
REINFORCING STEEL SETTER STRUCTURES 13.31
STEEL WORKER-STRUCTURAL 14.80
SPREADER BOX OPERATOR 10.00
WORK ZONE BARRICADE 7.32
TRUCK DRIVER-SINGLE AXLE LIGHT 8.965
TRUCK DRIVER-SINGLE AXLE HEAVY 9.02
TRUCK DRIVER-TANDEM AXLE SEMI TRAILER 8.77
TRUCK DRIVER-LOWBOY/FLOAT 10.44
TRUCK DRIVER-TRANSIT MIX 9.47
TRUCK DRIVER-WINCH 9.00
VIBRATOR OPERATOR-HAND TYPE 7.32
WELDER 11.57
L
2
i
P R O P O S A L
TO: MR. BOB TERRELL Fort Worth, Texas
City Manager
Fort Worth, Texas
FOR: UNIT I: UNIT II:
H.M.A.C. SURFACE OVERLAY(2000-4) RECONSTRUCTION OF FLEMMING DRIVE
AT VARIOUS LOCATIONS RICKENBACKER PLACE TO PLAZA CIRCLE
PROJECT NO. GS93-020930522080 PROJECT NO. C115-020115040599
Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly
examined the plans, specifications and the site, understands the amount of work
to be done, and hereby proposes to do all the work and furnish all labor,
equipment, and materials necessary to fully complete all the work as provided
in the plans and specifications, and subject to the inspection and approval of
the Director of the Department of Engineering of the City of Fort Worth.
Total quantities given in the bid proposal may not reflect actual quantities;
however, they are given for the purpose of bidding on and awarding the
contract. Contract will be awarded to one Contractor based on the total bid of
Unit I and Unit II combined.
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 the said work within the time
stated and for the following sums, to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
UNIT I:
S.P. 1 2 Ea. Project Designation Sign @
Two-Hundred Dollars &
No Cents Per Ea. $ 200.00 $ 400.00
S.P. 2 Lump Sum Utility Adjustment @
Six-Thousand Dollars &
No Cents Per L.S. $ 6,000.00 $ 61000.00
406 3 21 Ea. Manhole Adjustment @
450 Two-Hundred and Fifty Dollars &
6- S.P. No Cents Per Ea. $ 250.00 41V,79-0-00
406 4 54 Ea. Water Valve Boxes Adjustment @
450 Two-Hundred Dollars &
S.P. No Cents Per Ea. $ 200.00
S.P. 5 3 Ea. Water Meter Boxes Adjustment @
Thirty-Five Dollars &
No Cents Per Ea. $ 35.00 $ 105.00
P-1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BIDUNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
104 6 2,546 L.F. Removal and Replacement of
502 Con rete Curb and Gutter @
S.P. K�.--A-u.. Dollars &
_ Al,,A`Cents Per L.F. $ �`�, (� $ zj .66(p -bo
104 7 952 S.Y. Removal and Replacement of 6"
504 Concrete Driveway @
S.P. Dollars &
nts Per S.Y. $
104 8 20 S.Y. RemoAllind Replacement of 4"
504 Concrete Sidewalks @
S.P. Dollars &
Cents Per S.Y. $ j `!Cj $
300 9 50 C.Y. Removal and Replacement of
304 H.M.A.C. Pavement and
312 Base (Base Repair) @
S.P. Dollars &
jEan_cents Per C.Y. $ 99- (}0 $ Al /Qfl_p.Q
f
208 10 100 C.Y. Graded Crushed Stones @ —
S.P. (%- " Dollars &
u fl Cents Per C.Y. $ 020 $ a n ,00
S.P. 11 2,000 L.F. Wedge Milling 2" to 0" Depth
5.0' Wide @
&µp Dollars &
AID Cents Per L.F. $ a-(9'C $ '
S.P. 12 6 Ea. Butt Joint-Milled @
Dollars &
00 Cents P Ea. $350-&0 $a t
300 13 10 Ton H.M.A.C. evel-IIp @
312 _ _ Dollars &
Al
GO bents Per Ton $ 3&-&0 $ N00-0-0
312 14 27,900 S.Y. 2" H.M.A.C. Surface Course
313 (Type "D" Mix) @
S.P. Dollars &
Cents Per S.Y. $ 3-q o $ D1'06
300
CA 7
104 15 53 S.Y. Removal & Replacement of 7"
314 Concrete Valley Gutter @
S.P. Dollars &
Q Cents Per S.Y. $ 65 j) $a (j.&0
P-2
a
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BIDUNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
314 16 963 S.Y. New 7" Concrete Valley Gutter @
S.P. _ Dollars &
Cents Per S.Y. $ Vf.,50 $ 10 50
104 17 25 S.Y. Standard 4" Reinforced Concrete
505 Wheelchair Ramps @
S.P. _ Dollars &
AA Cents Per S.Y. $ T 1 50 $ld,3'1-50
402 18 800 L.F. 6" PVC Perforated Pipe Subdrain @
500 141k� Dollars &
620 tjQ Cents Per L.F. $ 9 �� $ 7 20Q, 0
S.P.
502 19 200 L.F. New Concrete Curb and Gutter @
Dollars &
Cents Per L.F. $ /s- At $308.0.0-0
I
504 20 20 S.Y. New 4" Concrete Sidewalk @
ADollars &
Cents Per S.Y. $ jo?-0-0 $
214 21 25,376 S.Y. 8" Pavement Pulverization @
S.P. &UP-0 Dollars &
)00 Cents Per S.Y. $ 02-&0 $ •00
214 22 406 Ton Cement @
,,,, jj� ,, _Dollars &
A)O Cents Per Ton $ /03.IV $ R.00
S.P. 23 5 Ea. Remobilization @
Five Hundred Dollars &
No Cents Per Ea. $ 500.00 $ 2,500.00
106 24 100 C.Y. Unclassified Street Excavation
S.P. Dollars &
N Q Cents Per C.Y. $ /0 - 0-0 $
S.P. 25 5000 S.Y. 2" Surface Milling @
_ &1110 Dollars &
�0 Cents Per S.Y. $ 0.0-0 $ Q
SUB-TOTAL BID UNIT I: $ --5o, bel.
P-3
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
UNIT II:
S.P. 1 2 Ea. Project Designation Sign @
Two-Hundred Dollars &
No Cents Per Ea. $ 200.00 $ 400.00
S.P. 2 Lump Sum Utility Adjustment @
Three-Thousand Dollars &
No Cents Per L.S. $ 3,000.00 $ 3,000.00
406 3 5 Ea. Manhole Adjustment @
450 Two-Hundred and Fifty Dollars & j,a6,0
S.P. No Cents Per Ea. $ 250.00 $12 &8r9O
406 4 15 Ea. Water Valve Boxes Adjustment @
450 Two-Hundred Dollars &
S.P. No Cents Per Ea. $ 200.00 $ 3,000.00
S.P. 5 3 Ea. Water Meter Boxes Adjustment @
Thirty-Five Dollars &
No Cents Per Ea. $ 35.00 $ 105.00
104 6 4,900 L.F. Removal and Replacement of
502 Co crete Curb and Gutter @
S.P. --[�,�,�, Dollars &
4,f,� Cents Per L.F. $ f"(, Q5 $ 3
104 7 646 S.Y. Removal and Replacement of 6"
504 Concrete Driveway @
S.P. Dollars &
nts Per S.Y. $ 3$ $cPAI971-00
104 8 20 S.Y. Removal nd Replacement of 4"
504 Concrete Sidewalks @
S.P. - Dollars &
ZT a- 7 Cents Per S.Y. $ $
208 9 20 C.Y. Graded Crushed Stones @
S.P. _ - Dollars &
Miq Cents Per C.Y. $ aQ 41-0 $ Al" .(tp
312 10 8,010 S.Y. 3" H.M.A.C. Surface Course
313 (Type "D" Mix) @
S.P. Dollars &
Cents Per S.Y. s ,5- ,YO $$ 1/13 a6y.00
104 11 49 S.Y. Removal"I& Replacement of
314 Concrete Valley Gutter @
S.P. tDollars &
Cents Per S.Y. $ 5�; $CQ 0�
la
P-4
ill
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
314 12 52 S.Y. New 7" Concrete Valley Gutter Q
S.P. —7t,-_i Dollars &
Cents Per S.Y. $
402 13 800 L.F. 6" PVC Perforated Pipe Subdrain Q
500 fi4;,,& Dollars &
_620 A)0 Cents Per L.F. $ g $ 7
S.P.
504 14 20 S.Y. New 4" Concrete Sidewalk Q
` Dollars &
Cents Per S.Y. $ D $ jpg'a_O0
214 15 8,010 S.Y. 8" Pavement Pulverization Q
S.P. &ArQ Dollars &
_Cents Per S.Y. $02-0-0 RD.00
214 16 128 Ton Cement @ pp
10 ollars &
NO Cents Per Ton $ [Q3-00 $ 3 .O(9
106 17 100 C.Y. Unclassified Street Excavation
S.P. Dollars &
,)0 Cents Per C.Y. $ /Q• 0-0 $/ Ou9,U'p
SUB-TOTAL BID UNIT II: $ C2,00 go/10. on
SUB-TOTAL BID UNIT I: $ 38B' �5� 12b
TOTAL BID UNIT I & UNIT II: $ 9�
P-5
_ This contract is issued by an organization which qualifies for exemption
pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales,
Excise and Use Tax Act.
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 Ninety (90) 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.
The Contractor shall start work within 15 calendar days of executing the
contract. 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
Dollars ($ ) is to become the property of the City of Fort Worth,
Texas, or the attached Bidder's Bond 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.
I (we) , acknowledge receipt of the following addenda to the plans and
IL specifications, all of the provisions and requirements of which have been taken
into consideration in preparation of the foregoing bid:
Addendum No. 1 (Initials) Respectfully s bmitted,
Addendum No. 2 (Initials)
Addendum No. 3 (Initials)
By.
Address: `�-Q_ OIC (0-7 -1 :
(Seal)
Date: 1 r ,2; = Telephone: �jQ_ -7
P-6
P-6
city of Fort Worth
Minority and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollarvalue of the contract Is $25,000 or more, the MNVBE goal is applicable. If the total dollar
value of the contract Is less.than $25,000,the M/WBE goal Is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business
Enterprises (M/WBE)in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services directly or indirectly to the City.
MIWBE PROJECT GOALS
The City's MBENBE goal on this project is %of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal,or;
2. Good Faith Effort documentation, or;
3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in
-� order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form: received by 5:00 p.m.,five(5) City business days after the
bid opening date,exclusive of the bid opening date.
2. Prime Contractor Waiver Form: received by 5:00 p.m.,five (5) City business days after the
bid opening date,exclusive of the bid opening date.
3. Good Faith Effort Form: received by 5:00 p.m.,five (5)City business days after the
bid opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S MfWBE ORDINANCE,WILL RESULT IN THE BID BEING
CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
r~
Any questions, please contact the M/WBE Office at(817) 871-6104.
Rev.612199
City of Fort Worth
Minority and Women Business Enterprise Specifications
- Affidavit Statement
Project Name: �AYAAG a0Co -K
Project No.: r959,5 - aoci 3G-5 o`zab$O
..........
PA-
1 .. T MIrNTW
The undersigned bidder hereby certifies that they will comply with the City's
M/WBE Ordinance and the specifications of this bid in the following manner:
[check the most appropriate number(s)]
1. THE MlWBE PARTICIPATION WILL MEET OR EXCEED THE STATED GOAL,
WILL COMPLETE THE M/WBE UTILIZATION FORM.
2. THE M/WBE PARTICIPATION WILL BE LESS THAN THE STATED GOAL, WILL
COMPLETE THE UTILIZATION FORM AND GOOD FAITH EFFORT FORM .
, ;?` . NO M/WBE PARTICIPATION, WILL COMPLETE GOOD FAITH EFFORT FORM.
4. NO SUBCONTRACT OR SUPPLIER OPPORTUNITIES AVAILABLE, WILL
COMPLETE THE PRIME CONTRACTOR WAIVER FORM.
Authorized Signature Printed Signature
s 1
Title Contact Na and Title Jif different)
Company Name Contact Telephone Number(s)
f0gt36
Address Fax Number
�Cekkfl- -fix -If.#aq4 !nQtA- J a. cP
City/State/Zip Codi Date
Rev.9117196
ATTACI-IMENT I A
Page I ort
City of Fort Worth
Minority and Women Business Enterprise Specifications
MBE/WBE UTILIZATION
PRIME O)t'IPaNY NSANiE v`C— BTDAOcE
JAMAL C C'Sq3 -A-2-0 q, Pa o 3�O
PROJECT NAME U PROJECT NUMBER
dcr? secs<Ia:$utC !�ufv>&Io.�uia);a "baisif ::ihcY173aa .u <:. E'::Utiris: lSr>Rf1t7tRv's '
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rr!.sqi!.r}.:7!.r.�p:;F'.e:�c.:.s'uS'S�iaku:::r•r%:tr:':ti >i:`�:6:•2':%.!%:.;• �%•.<r!:.Cr!�:e}Y,:Vri..4>.y...vS-r.; i....Id> oS !.'r>'I.i�:.:a.:}.%”:h/g:��ri-�'<.i•.ir./frrr'i../.4r s�!%.
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:;:;. �:.::: > ; :.}.Q
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_.___..............................___..................
(')Acceptable certifying agencies,please specify: (NCTRCA)North Central Texas Regional Certification Agency
(TXDOT)Texas Department of Transportation(Highway Division)
(")Only first and second tier acceptable M/WBEs must be located In the 9(nine)county marketplace or
currently doing business In the marketplace at time of bid.
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE(5)CITY BUSINESS
DAYS AFTER BID OPENING
Rev.7116196
ATTACHMENT I A
city of Fort Worth Pagc 2 ori
Minority and Women business Enterprise Specifications
MBE/WBE UTILIZAIIQN
f
!iiii. . ..........
... .....................
........ ---------
low:
WE
The bidder further agrees to provide, directly to the City upon request, complete L and accurate Information regarding actual work performed by all subcontractors, Including MBE(s) and/or WBE(s)
arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of
any books, records and files held by their company that will substantiate the actual work performed
by the MBE(s) and/or WBE(s) on this contract by an authorized officer or employee of the City. Any
willful misrepresentation will be grounds for terminating the contract or debarment from City work for
a period of not less than three (3) years and for Initiating action under Federal, State or Local laws
concerning false statements.
ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
Authorized Signature Company Name
C:Q
Title Date
Rev.7116196
ATTACHMENT 1 B
Page 1 of 1
City of Fort Worth
Minority and Women Business Enterprise Specifications
P
Prime Contractor Waiver
Prime Company Name Project Name
YI�Ca. �10-ITM ��9 3 - 6o�D93C�S�o2 d8rd
Bid Opening Date Project Number
If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort
Form). All questions on this form must be completed and a detailed explanation provided,
if applicable. if the answer to either question is NO, then you must complete
ATTACHMENT 1C. This form is only applicable if both answers are yes.
ar
,:.,. .:.,:,:. . "te>t `is>foc. irr:.ifseintire. "< ndaieaeceTive` : <:-13`x::Ma in be
:1~ailuEa.s:ampie....:...h.:.....:..:. tY ; f. ..... ..... .......g... cr, c
:otr: r>befor ::5.0b: ..fizt�:<fiv :. :Cic�str�ess:: a s a id-.d
Will you perform this entire contract without subcontractors? Yes 4No
If yes, please provide a detailed explanation that proves, based on the size and
scope of this project, this is your normal business practice and provide an
�r.
operational profile of your business.
Will you perform this entire contract without suppliers? YesNo
If yes, please provide a detailed explanation that proves, based on the siz and
scope of this project, this is your normal business practice and provide an
Inventory profile of your business.
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed by all subcontractors, including
MBE(S) and/or WBE(s) on this contract, the payment therefore and any proposed changes
to the original MBE(s) and/or WBE(S) arrangements submitted with this bid. The bidder
also agrees to allow an audit and/or examination of any books, records and files held by
r their company that will substantiate the actual work performed by the MBE(s) and/or
WBE(s) on this contract, by an authorized officer or employee of the City. Any willful
misrepresentation will be grounds for terminating the contract or debarment from City
work for a period of not less than three (3) years and for initiating action under Federal,
State or Local laws-) oncerning false statements.
kUt4A,
Aut�rized Sig ature Corn Na e
t�s,� c�Z�s,2�r;,tt7
Title Date
*� Rev.7116196
ATTACHMENT`lC
Page I of 4
City of Fort Worth
Minority and Women Business Enterprise
GOOD FAITH EFFORT
�Ih C
Prime Company Name Bid Date
4MAL S- C-(-,5 q,3- 0 9331 690
Project Name Project-Number
.d. U
If the bidder's method of compliance with the MIWBE goals is based upon
demonstration of a "good faith effort!', the bidder will have the burden of correctly and
accurately preparing and submitting the documentation required by the City.
Compliance with each item, I thru 8 below, shall satisfy the Good Faith Effort
requirement absent proof of fraud, misrepresentation, or intentional discrimination by
the bidder.
. ........................ ...
a......... ......... ....;xx,
PaQur. .................tA .......
................. .. -------------
........... ...............
ItiAaia
... ............ ......... ...�Z.:...
----------
M�.
.... .. ........
1.) Please list each and every subcontracting and/or supplier opportunity which will be used in
the completion of this project, regardless of whether It is to be provided by a MIWBE or non-
MAVBE. (Use additional sheets,if necessary)
List of: SubcontraQting Opportunities Supplier Opportgnities
TI-1
Rev.7117196
k1k ATTACHMENT IC
Good Faith Effort
Page 2 of 4
2.) Did you obtain a current list of M[WBE firms from the City's MIWBE Office? The list is
considered in compliance if it is less than 2 months old from the date of bid opening.
Yes Date of Listing / I I
_4 No
dd
P...... ...........
..........
............................
.............. Ae
3.) Did you attend the Pre-Bid conference scheduled by the City?
Yes Date of Pre-Bid I I
—%-No
NA (Pre-Bid not scheduled by City)
Did you request bids from MfWBEs in attendance at the Pre-Bid conference?
LYes MIBE Company Contacted Person
ENO
NA (No M1WBEs at Pre-Bid)
ii
4.) Did you solicit bids from MIWBE firms,within the subcontracting and/or supplier areas
previously listed, on a timely basis by mail?
Yes If yes, attach MfWBE mail listing and dated copy of letter mailed.
5.) Did you solicit bids from MIWBE firms,within the subcontracting and/or supplier areas
previously listed,on a timely basis by telephone?
Yes If yes, attach list to include name of MIWBE firm, person contacted,
7[NO phone numb-or and at of contact.
6.) Did you soli i cit bids from MfWBE firms,within the subcontracting and/or supplier areas
previously listed, on a timely basis, by advertisement in local newspaper(s)?
Yes If yes,attach copy(s)of advertisement,with date(s).
L No
NOTE: "On a Timely Basis" is considered ten days prior to bid opening.
LRev.7117196
1
ho
L
ATTACHMENT 1C
Good Faith Effort
Page 3 of 4
7.) Did you provide plans and specifications to potential M/WBEs or information regarding the
location of plans and specifications in order to assist the M/WBEs.
Yes
n No
---r
8.) If M/WBE bids were received and rejected,you must(1) list the M/WBE firms and the reason(s)
for rejection(i.e.,qualifications,quotation not commercially reasonable,etc.) and(2) attach
documentation to support the reason(s) listed below(€.e..letters, memos,bids,telephone calls,
meetings,etc.) Please use additional sheets,if necessary,and attach.
Company Address Telephone Contact Scope of Specify Reason for
Name ((�� ((1� Person Work MBE WBE Rejection 1
Acre Cfr�.�Le, p5 l�G.c S�ry�i c,ti G' roatp_L�Pe Arrt �, M Z f UU
NOT ..::.�idd�rs<wl�>�o.nt nuocrs.;<flstfC�e::sameNllYitB:Env€i'�r�>co�tact�as< :>r�i�r€�rasl >l�s�ri::.+.:....:....:.A...
� .. ' '�::.+:.�;;�n�rzc�essful>a�q:re.Su€f:af:;sf�s�can��ed::rrrzr�tier�:urt�efi�rae`d�aizaE �<dillzia�f >zTeei�z�d<fi
k'#o:
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Rev.7117196
v
ATTACHMENT 1C
Good Faith Effort
Page 4 of 4
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to
obtain M/WBE participation on this project.
�r
v
'The bidder further agrees to provide, directly to the City upon request, complete and accurate
information regarding actual work performed on this contract, the payment thereof and any
proposed changes to the original arrangements submitted with this bid. The bidder also agrees to
allow an audit and/or examination of any books, records and files held by their company that Will
substantiate the actual work performed on this contract, by an authorized officer or employee of
the City.
Any willful misrepresentation will be grounds for terminating the contract or debarment from City
work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements.
The undersigned certifies that the information provided and the M/WBE(s) listed was/were
contacted in good faith. it is understood that any MMBE(s) listed in Attachment 1C will be
conta ted and the reasons for not using them will be verified by the City's M/WBE Office.
Authorized Signature Printed Signature
Lr e � r ,�mss
Title contact Nknie and Tide(if different)
�N .- X57 7
Company Name / Telephone Number(s)
•�- C�01C $( ) - 37 5- &Ct 30
Address Fax Number
City/States ip Date
Rev.7117196
i -
ACORD _ CERTIFICATE OF LIABILITY INSURANCE DATE(MMID
02/11/2020
00
Iter PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Lucien Wright Ins. Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
1200 West Freeway # 200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
taf
Fort Worth , TX 76102 -5973 INSURERS AFFORDING COVERAGE
INSURED Sutton it Associates, Inc. INSURER A: TX WORKERS COMP. INS. FUND
P 0 Box 677 INSURER B:
INSURER C:
Keller, TX 76248 INSURER D:
817-379-5577 INSURER E: Wo 1j 1
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
arf POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
POLICY EFFECTIVE POLICY EXPIRATION
TYPE OF INSURANCE POLICY NUMBER DATE MMlDDM' DAT MMIDD LIMITS
GENERAL LIABILITY EACH OCCURRENCE S T
I* COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one Bre) S
CLAIMS MADE ❑OCCUR MED EXP(Any one person) S
PERSONAL d ADV INJURY S
laws GENERAL AGGREGATE S
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S
POLICYF]PRgT-1 'E LOC
AUTOMOBILE LIABIUTY
COMBINED SINGLE LIMIT S
ar ANY AUTO (Ea accident)
ALL OWNED AUTOS
BODILY INJURY S
SCHEDULED AUTOS (Per person)
HIRED AUTOS BODILY INJURY
NON-OWNED AUTOS (Per accident) S
PROPERTY DAMAGE S
(Per accident)
i
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S
ANY AUTO OTHER THAN EA ACC S
AUTO ONLY: AGG S
EXCESS LIABILITY EACH OCCURRENCE S
OCCUR ❑CLAIMS MADE AGGREGATE S
� S
I
DEDUCTIBLE S
RETENTION S S
WORKERS COMPENSATION AND X ' WG STATUE DTH• ^
TORY LIMITS ER
i EMPLOYERS'LIABILITY SBP 1014 5 4 3 04/27/99 04/27/00 E.L.EACH ACCIDENT S1, 000,000
!! A E.L.DISEASE•EA EMPLOYEE S 1 r 0 0 0 r 0 0 0
ff E.L.DISEASE•POLICY LIMIT S1,000,000
OTHER INFORMATION PROVID ED BY TH E POLICY HOLDER REFLECTS
WC - COVERS TX PAYROLL FOR (5606) EXECUTI VE SUPER VISORS (8809)EXECUTIVE
EMPLOYEES ONLY OFFICERS (8810) CL ERICAL 0 NLY.
DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLES(EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS �^
Fax: 817-430-9207
re: Power House Business Park, McKinney, Texas
Waiver of Subrogation in favor of the Certificate Holder
1�
CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
North Texas Contracting DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN
Attn: Jay Lolly NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL
P. 0. Box 468 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
Keller, Texas 76244 REPRESENTATIVES.
A j AU IZEf��TIVE -.._
ACORD 25-S(7/97) G ACORD CORPORATION 1988
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR: UNIT I: UNIT II:
H.M.A.C. SURFACE OVERLAY(2000-4) RECONSTRUCTION OF FLEMMING DRIVE
AT VARIOUS LOCATIONS RICKENBACKER PLACE TO PLAZA CIRCLE
PROJECT NO. GS93-020930522080 PROJECT NO. C115-020115040599
1. SCOPE OF WORK: The work covered by these details and specifications
consists of the surface rehabilitation of existing pavement. Including the
addition of a new surface layer of H.M.A.C. as described in the Special
Provision of these specifications. The work shall include all other
miscellaneous items of construction to be performed as outlined in the
details and specifications which are necessary to satisfactorily complete
the work.
The contractor is encouraged to conduct site visits and survey all these
possibilities. The contractor shall verify these locations with the
Construction Engineer.
For street locations see list at the back of this document. Additional
locations may be added if needed.
All short cul-de-sac streets and turnouts that intersect with a street
listed above shall be included in this contract, even though they may not
be listed due to their size. The contractor shall mill, clean, apply tack
coat, overlay and adjust facilities.
Included, in addition to the resurfacing process, will be the removal
(only) of all traffic buttons, removal and replacement of concrete curb
and gutter, base repair, and all other miscellaneous items of construction
to be performed as outlined in these specifications which are necessary to
satisfactorily complete the work.
Total quantities given in the bid proposal may not reflect actual
quantities, but represent the best accuracy based on a reasonable effort
of investigation; however, they are given for the purpose of bidding on
and awarding the contract.
2. Contract will be awarded to the lowest responsible and responsive bidder.
Contract will be awarded to one Contractor based on the total bid of Unit
I and Unit II combined.
3. The Contractor agrees to complete the Contract within the allotted number
of days. If the Contractor fails to complete the work within the number
of days specified, liquidated damages shall be charged, as outlined in
Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard
Specification for Construction of the City of Fort Worth, Texas.
SP-1
4. 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.
5. 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 these specifications may be purchased at the office of the
Department of Engineering, 1000 Throckmorton Street, 2nd 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 designer.
If not shown, then applicable published specifications in any 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.
6. 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 or
voiding contract as appropriate and as determined by the Director of the
Transportation and Public Works Department.
7. The Contractor shall be responsible for defects in this project due to
faulty materials and workmanship, or both, for a period of one (1) years
from date of final acceptance of this project by the City of Fort Worth
and will be required to replace at his expense any part or all of the
project which becomes defective due to these causes.
8. TRAFFIC CONTROL: The Contractor shall be responsible for providing
traffic control during the construction of this project consistent with
the provisions set forth in the "Latest Edition Texas Manual on Uniform
Traffic Control Devices for Streets and Highways" issued under the
authority of the "State of Texas Uniform Act Regulating Traffic on
Highways", codified as Article 6701d Vernon's Civil Statues, pertinent
sections being Section Nos. 27, 29, 30 and 31.
The Contractor will not remove any regulatory sign, instructional sign,
street name sign, or other sign which has been erected by the City. If it
is determined that a sign must be removed to permit required construction,
the Contractor shall contact the Transportation and Public Works Depart-
ment, Signs and Markings Division (phone number 871-8075) , 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
SP-2
that the permanent sign can be re-installed, the Contractor shall again
contact the Signs and Markings Division to re-install the permanent sign
and shall leave his temporary sign in place until such re-installation is
completed.
The Contractor shall limit his work within one continuous lane of traffic
at a time to minimize interruption to the flow of traffic.
9. PAYMENT: The Contractor will receive bi-weekly 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.
10. DELAYS: The Contractor shall receive no compensation for delays or
hindrances to the work, except when direct and unavoidable extra cost to
the Contractor is caused by the failure of the City to provide information
or material, if any, which is to be furnished by the City. When such
extra compensation is claimed a written statement thereof shall be
presented by the Contractor to the Engineer and if by him found correct
shall be approved and referred by him to the Council for final approval or
disapproval; and the action thereon by the Council shall be final and
binding. If delay is caused by specific orders given by the Engineers to
stop work, or by the performance of extra work, or by the failure of the
City to provide material or necessary instructions for carrying on the
work, then such delay will entitle the Contractor to an equivalent
extension of time, his application for which shall, however, be subject to
the approval of the City and no such extension of time shall release the
Contractor or the surety on his performance bond from all his obligations
hereunder which shall remain in full force until the discharge of the
contract.
11. 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 the latest edition
of the "Texas Manual on Uniform Traffic Control Devices, Vol. No. 111.
12. 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 Administra-
tor 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
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A
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 contractors 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 contractors expense. In the event that the
contractor disposes of spoil/fill material at a site without a fill permit
or a letter from the administrator approving the disposal site, upon
notification by the Director of the Department 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.
p 13. During the construction of this project, the Contractor shall comply with
present zoning requirements of the City of Fort Worth in the use of vacant
property for storage purposes.
14. Final cleanup work shall be done for this project as soon as the work has
been completed. No more than seven days shall elapse after completion of
construction before the roadway and right-of-way is cleaned up to the
j satisfaction of the Engineer.
k 15. PROPERTY ACCESS: Access to adjacent property shall be maintained at all
times unless otherwise directed by the Engineer.
16. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor
to furnish the Construction Engineer, prior to construction, a schedule
outlining the anticipated time each phase of construction will begin and
be completed, including sufficient time being allowed for cleanup.
17. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following
procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches, painted
yellow with black letters that are legible at twelve feet shall be
placed inside and outside vehicles such as cranes, derricks, power
shovels, drilling rigs, pile drivers, hoisting equipment or similar
apparatus. The warning sign shall read as follows:
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF
HIGH VOLTAGE LINES."
(2) 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.
(3) When necessary to work within six feet of high voltage electric
lines, notification shall be given the power company (TV Electric
Service Co.) which will erect temporary mechanical barriers, de-
SP-4
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.
(4) 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 Contractors sole cost and expense.
(5) No person shall work within six feet of a high voltage line without
protection having been taken as outlined in Paragraph (3) .
18. RIGHT TO AUDIT:
(a) Contractor agrees that the City shall, until the expiration of three
(3) years after final payment under this contract, have access to and the
right to examine 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 conduct audits in
compliance with the provisions of this section. The City shall give
contractor reasonable advance notice of intended audits.
(b) Contractor further agrees to include in all its subcontracts
hereunder a provision to the effect that the subcontractor agrees that the
City shall, until the expiration of three (3) years after final payment
under the subcontract, have access to and the right to examine 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 appropriate
work space, in order to conduct audits in compliance with the provisions
of this article. City shall give subcontractor reasonable advance notice
of intended audits.
CONSTRUCTION
The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its
employees and all contractors and their sub-contractors must comply with
this program as a condition of the contract. All active sewer manholes,
regardless of depth, are defined as "permit required confined spaces".
Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT"
used by the Fort Worth Water Department (Field Operations Division) for
each entry and possess and use the equipment necessary to comply with this
program. The cost of complying with this program will be considered
subsidiary to the pay items involving work in confined spaces (e.g. vacuum
testing, cleaning, televising, construction, etc.) .
SP-5
NON-PAY ITEM NO. 1 - SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item No. 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. 2 - REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE:
All traffic buttons shall be removed from the existing asphalt surface
before resurfacing begins. The contractor shall be responsible for the
removal of all buttons. Upon completion of the job the City will install
new buttons after proper notification.
The contractor shall also be responsible for all materials, equipment and
labor to place temporary adhesive lane marking tape, at locations as
directed by the Construction Engineer, to direct traffic flow until
permanent markers are installed.
The contractor shall notify the Construction Engineer to arrange for the
replacement of the buttons and adhesive lane markers (arrows, etc.) . All
costs to the contractor shall be figured as subsidiary to this contract.
NON-PAY ITEM NO. 3 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES:
The contractor shall be responsible for locating and marking all
previously exposed manholes and water valves in each street of this
contract before the resurfacing process commences for a particular street.
The contractor shall attempt to include the Construction Engineer (if he
is available) in the observation and marking activity. In any event a
street shall be completely marked a minimum of two (2) working days before
resurfacing begins on any street. Marking the curbs with paint is a
recommended procedure.
It shall be the contractors responsibility to notify the utility companies
that he has commenced work on the project. As the resurfacing is completed
` (within same day) the contractor shall locate the covered manholes and
valves and expose them for later adjustment. Upon completion of a street
the contractor shall notify the utilities of this completion and indicate
the start of the next one in order for the utilities to adjust facilities
accordingly. The following are utility contact persons:
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Company Telephone Number Contact Person
�I Southwestern Bell Telephone 338-6275 "Hot Line"
�. Texas Utilities 336-9411 Mr. Roy Kruger
Ext. 2121
Lone Star 336-8381 Mr. Jim Bennett
Ext. 6982
City of Fort Worth, 871-8100 Mr. Jim Bob Wakefield
Street Light and Signal
Of course, under the terms of this contract, the contractor shall complete
adjustment of the storm drain and Water Department facilities, one traffic
lane at a time within five (5) working days after completing the laying of
proposed H.M.A.C. overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may
result in the shut down of the resurfacing operation by the Construction
Engineer.
The contractor shall be responsible for all materials, equipment and labor
to perform a most accurate job and all costs to the contractor shall be
figured subsidiary to this contract.
PAY ITEM NO. 1 - PROJECT DESIGNATIO;: SIGN:
The Contractor shall construct and install two (2) 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 3/41, fir plywood, grade A-C (exterior) or
better.
I
L,. These signs shall be installed on barricades or as directed by the
Engineer, and in place at the project site upon commencement of construc-
tion.
L
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.
SP-7
The unit price pre bid per each will be full compensation for all labor,
material, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 2 - 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's responsibility to provide the services of a licensed plumber
in to make the utility adjustments determined necessary by 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 adjust-
ments.
PAY ITEM NO. 3 - MANHOLE ADJUSTMENT:
This item shall include adjusting the tops of existing manhole to match
proposed grade as shown on the plans, in the detail at the back of this
document or as directed by the Engineer. Standard Specification Item Nos.
450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures"
shall apply except as herein modified.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Work shall be completed and street open to
traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar
days, a $100 dollars liquidated damage will be assessed per each manhole
per day.
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing manholes. The Engineer will field verify this
inventory and provide the Contractor replacements for broken manhole
covers. The contractor shall replace the manhole covers which are damaged
during construction at no cost to the City.
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k
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.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 4 - WATER VALVE BOXES ADJUSTMENT:
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.
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing water valve boxes. The Engineer will field verify
this inventory and provide the Contractor replacements for broken valve
boxes. The contractor shall replace the valve boxes which are damaged
during construction at no cost to the City.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Work shall be completed and street open to
traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar
days, a $100 dollar liquidated damage will be assessed per each water
valve box per day.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 5 - WATER METER BOX ADJUSTMENT:
This item only apply when the adjacent curb and gutter has been determined
to be removed and replaced as directed by the Engineer. The adjustment
shall include raising or lowering the existing water meter box to the
proper grade.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 6 - REMOVAL AND REPLACEMENT OF CVIICRETE CURB AND GUTTER:
These provisions require the contractor to remove all failed existing curb
and gutter, as designated by the Construction Engineer, and replace with
standard concrete curb and gutter, laydown curb and gutter, or in like
kind, as governed by the standard City Specifications. Pay limits for
laydown curb and gutter are as shown in Drawing No. S-SS of the Standard
Specifications. Included, and figured subsidiary to this unit price, will
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be the required excavation into the street to aid in the construction of
the curb and gutter. The pay limit will be 9" out from the gutter lip,
with same day haul-off of the removed material to a suitable dump site.
The street void shall be filled with H.M.A.C. "Type D" mix and compacted
to standard City densities and top soil, if needed, shall be added and
leveled to grade behind the curb. Existing improvements within the parkway
such as water meters, sprinkler system, etc. damaged during construction
shall be replaced with same or better at no cost to the City.
Backfill for curb and gutter shall be completed within fourteen (14)
calendar days from the day of demolition to date of completion. if the
contractor fails to complete the work within fourteen (14) calendar days,
a $100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY ITEM NO. 7 - REMOVAL AND REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of existing concrete
driveways, due to deterioration or in situations where curb and gutter is
replaced to adjust grades to eliminate ponding water with same day haul-
off of the removed material to a suitable dump site. For specifications
governing this item see Item No. 104 "Removing Old Concrete", Item No.
504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway
are as shown in Drawing No. S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, supplies, and incidentals necessary to
complete the work.
PAY ITEM NO. 8 - REMOVAL AND REPLACEMENT OF 4" CONCRETE SIDEWALK:
This item shall include the removal and replacement of existing concrete
sidewalk due to failure or in situation where curb and gutter is replaced
to adjust grades to eliminate ponding water with same day haul-off of the
removed material to a suitable dump site. For specifications governing
this item see Item No. 104 "Removing Old Concrete", and Item No. 504
"Concrete Sidewalk and Driveways".
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, supplies, and incidentals necessary to
complete the removal and replacement work.
PAY ITEM NO. 9 - REMOVAL AND REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE:
The contractor shall remove all existing deformed H.M.A.C. pavement and/or
bad base material that shows surface deterioration and/or complete
failure. The Engineer will identify these areas upon which time the
contractor will begin work. The failed area shall be saw cut, or other
similar means, out of the existing pavement in square or rectangular
SP-10
fashion. The side faces shall be cut vertically and all failed and loose
material excavated. As a part of the excavation process, all
unsatisfactory base material shall be removed, if required, to a depth
sufficient to obtain stable sub-base. The total depth of excavation could
range from a couple of inches to include the surface-base-some sub-base
removal for which the Engineer will select the necessary depth. The
remaining good material shall be leveled and uniformly made ready to
accept the fill material. All excavated material shall be hauled off site,
the same day as excavated, to a suitable dump site.
After satisfactory completion of removal as outlined above, the contractor
shall place the permanent pavement patch, with "Type D" surface mix. This
item will always be used even if no base improvements are required. The
proposed H.M.A.C. repair shall match the existing pavement section or the
depth of the failed material, whichever is greater. However, the patch
thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C.
pavement thickness will not exceed 611. Before the patch layers are
applied, any loose material, mud and/or water shall be removed. A liquid
asphalt tack coat shall be applied to all exposed surfaces. Placement of
the surface mix lifts shall not exceed 3 inches with vibrator compactions
to follow each lift. Compactions of the mix shall be to standard densities
of the City of Fort Worth, made in preparation to accept the recycling
process.
All applicable provisions of Standard Specification Item Nos. 300
"Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix
Asphaltic Concrete" shall govern work.
The unit price bid per cubic yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY ITEM NO. 10 & (9-UNIT II) - GRADED CRUSHED STONES:
This item shall be used to repair the failed base material in areas exceed
8" deep as directed by the Engineer. The material shall be graded crushed
stones.
For specifications governing this item see Item No. 208 "Flexible Base".
The unit price bid per cubic yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY ITEM 1,70. 11 - WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE:
t
1. Description
This item shall consist of milling the existing pavement from the lip
of gutter at a depth of 2" and transitioning to match the existing
pavement (0" cut) at a minimum width of 51 . The existing pavement to
be milled will either be asphalt, concrete, or brick pavement. The
removal and disposal of the milled materials shall be as directed by
SP-11
surface, in association with the wedge milling operation (PAY ITEM NO. 9)
to the depth and at locations as described below. The but joint will
provide a full width transition section, whereby the new overlay shall
maintain constant depth at the point the new overlay is terminated and the
new surface elevation matches the existing pavement. The construction
activities, performance standards and equipment needed for the butt joints
milling operations shall be governed by the special provisions of Pay Item
No. 9 - Wedge Milling. The configuration of the butt joints is described
in more detail below. General details of butt joint locations - along
with wedge milling in general - are shown in plan form at the back of this
document.
Construction Details:
Prior to the milling of the butt joints, the contractor shall consult with
the construction Engineer for proper location of these joints and verify
that the selected limits of the projects street are correct.
The general locations for but joints are at all beginning and ending
points of streets listed in the project and as more graphically detailed
at the back of this specification book. The joints are also required on
both sides of al railroad tracks and concrete valley gutters, bridge decks
I
and culverts and all other items which transverse the street and end the
continuity of the asphalt surface. Each butt joint shall be 20 feet long
and milled out across the full width of the street section to a tapered
depth of 211. This milled area shall be tapered within the 20 feet to a
depth from 0" to 2" at a line adjacent to the beginning and ending points
or intermediate transverse items. This butt joint - when overlayed - will
consist of a asphalt section that will transition the new overlay to match
the existing pavement elevation.
The contractor shall provide a temporary wedge of asphalt at all butt
joints to provide a smooth ride over the bump.
Measurement and Payment:
Butt joints as prescribed above, will be measured by the unit of each butt
joint milled. The disposal of excess material involved will not be
measured for payment.
Each butt joint-milled, measured as above, complete-in place-in accordance
with these specifications, will be paid for at the unit price shown in the
proposal for "Butt Joints". The unit price bid per each shall be full
compensation for all milling, including material haul-off, tools, labor,
equipment and incidentals necessary to complete the required work.
PAY ITEM NO. 14 - 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) & (PAY ITEM
NO. i0-Ui:IT II- 3" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) :
All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-
Mix Asphaltic Concrete" and 313 "Central Plant Recycling-Asphalt Concrete"
shall apply to the construction methods for this portion of the project.
SP-13
i
Standard Specification 312.5 (1) shall be revised as follows: The prime
coat, tack coat, or the asphaltic mixture shall not be placed unless the
air temperature is fifty (50) degrees Fahrenheit and rising, the tempera-
ture being taken in the shade and away from artificial heat. Asphaltic
material shall also not be placed when the wind conditions are unsuitable
in the opinion of the Engineer.
The contractor shall furnish batch design of the proposed hot mix
asphaltic concrete for City approval 48 hours prior to placing the
H.M.A.C. overlay. The City will provide laboratory control as necessary.
The unit price bid per square yard of H.M.A.C. complete and in place,
shall be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO. 15 & (11-UNIT II) - REMOVAL AND REPLACEMENT OF 7" CONCRETE
VALLEY GUTTER:
This item shall include the removal and reconstruction of existing
concrete valley gutters at locations to be determined in field:
Removal of existing concrete valley, asphalt pavement, concrete base, curb
and gutter, and necessary excavation to install the concrete valley
gutters all shall be subsidiary to this pay item. Furnishing and placing
of 2:27 concrete base and crushed limestone to a depth as directed by the
Engineer and necessary asphalt transitions as shown in the concrete valley
gutter details, shall be subsidiary to this Pay Item.
See standard specification Item No. 314, "Concrete Pavement", Item 312
"Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item
No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base.'
Measurement for final quantities of valley gutter will be by the square
yard of concrete pavement and the curb and gutter section will be
included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu
of Crushed Stone at no additional cost. See Item 314" Concrete Pavement".
Asphalt base material may be required at times as directed by the Engineer
to expidite the work at locations idenfified in the field.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Contractor shall work on one-half of
Valley Gutter at a time, and the other half shall be open to traffic. Work
shall be completed on each half within seven (7) calendar days.
If the contractor fails to complete the work on each half within seven (7)
calendar days, a $100 dollars liquidated damage will be assessed per each
half of valley gutter per day.
SP-14
The unit price bid per square yard for Concrete Valley as shown on the
proposal will be full compensation for materials, labor, equipment, tools
and incidentals necessary to complete the work.
PAY ITEM NO. 16 & (12-UNIT II) - NEW 7" CONCRETE VALLEY GUTTER:
This item shall include the construction of concrete valley gutters at
various locations to be determined in field.
Removal of existing, asphalt pavement, concrete base, curb and gutter, and
necessary excavation to install the concrete valley gutters all shall be
subsidiary to this pay item. Furnishing and placing of 2:27 concrete base
and crushed limestone to a depth as directed by the Engineer and necessary
asphalt transitions as shown in the concrete valley gutter details shall
be subsidiary to this Pay Item.
See standard specification Item No. 314, "Concrete Pavement", Item 312
"Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item
No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base."
Measurement for final quantities of valley gutter will be by the square
yard of concrete pavement and the curb and gutter section will be
included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu
of Crushed Stone at no additional cost. See Item 314, "Concrete Pavement".
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Contractor shall work on one-half of
Valley gutter at a time, and the other half shall be open to traffic. Work
shall be completed on each half within seven (7) calendar days.
If the Contractor fails to complete the work on each half within seven (7)
calendar days, a $100 dollars liquidated damage will be assessed per each
half of valley gutter per day.
The unit price bid per square yard for Concrete Valley as shown on the
proposal will be full compensation for materials, labor, equipment, tools
and incidentals necessary to complete the work.
PAY ITEM NO. 17 - NEW 4" STANDARD WHEELCHAIR RAMP:
The Contractor shall construct standard concrete wheelchair ramps as shown
on the enclosed details, or as directed by the Engineer.
The removal of existing substandard wheelchair ramps and sidewalk as
required for the installation of new wheelchair ramps shall be subsidiary
to this pay item. The removal and replacement of existing curb and gutter
as required for the installation of new wheelchair ramps shall be included
in Pay Item 5 (Removal and Replacement of Curb and Gutter) . Pay limits for
laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR-
1) . The pay limit will extend from 9" outside the lip of gutter to 15"
back from the face of curb. Any asphalt tie-in shall be subsidiary to the
SP-15
curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will
start 15" back from the face of curb and encompass the remainder of the
ramp and sidewalk.
All applicable provision of standard Specifications Item 104 "Removing Old
Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as
herein modified.
All concrete flared surface shall be colored with LITHOCHROME color
hardener as manufactured by L.M. Scofield Company or equal. The color
hardener shall be brick red color and dry-shake type, and shall be used in
accordance with manufactures instructions. Concrete stain may be applied
after concrete is poured (Product sold by BAER) .
"Contractor shall provide a colored sample concrete panel of one foot by
one foot by three inches dimension, or other dimension approved by the
Engineer, meeting the aforementioned specification. The sample, upon
approval by the Engineer, shall be the acceptable standard to be applied
for all construction covered in the scope of this pay item.
The method of application shall be by screen, sifter, sieve or other means
in order to provide for a uniform color distribution."
The unit price bid per square yard for 4" standard wheelchair ramp as
shown on the proposal will be full compensation for materials, labor,
equipment, tools and incidentals necessary to compete the work.
PAY ITEM NO. 18 & (13-UNIT II) - 6" PERFORATED PIPE SUBDRAIN:
This item shall consist of furnishing and installing 6" perforated
subdrain and filter material all as shown on the enclosed details, or as
directed by the Engineer.
i
All applicable provision of standard Specifications Item 500 11SUBDRAINS11
shall apply except as herein modified. The pipe material shall be poly
vinyl chloride (PVC) with the standard dimensional ration of 35 (SDR35)
and meet the ASTM D 1784. Filter fabric shall have the capability of
passing ground water without transporting the soil placed around the
filter fabric. The fabric shall be constructed exclusively of synthetic
thermoplastic fibers and may be either woven or nonwoven to form a mat of
uniform quality. Fabric fibers may be either continuous or discontinuous
and oriented in either a random or a aligned pattern throughout the
fabric. The fabric shall be mildew resistant, rot proof, shall be
satisfactory for use in a wet soil and aggregate environment, contain
ultraviolet stabilizers and have nonravelling edges.
The fabric shall meet the following requirements when sampled and tested
in accordance with the methods indicated.
SP-16
Test
original Physical Properties Method Requirements
Fabric weight, on an ambient SDHPT Test Method 4.0 minimum for under
temperature air-dried tension Tex-616-J drains and Slope
free sample, expressed in "Testing of Construc- Stabilization, 6.0
oz/sq. yd. tion Fibers" minimum for Gabions
Revetment
Water flow rate by falling Tex-616-J 80 minimum
head method, 7.9 inches
(20 cm) to 3.9 inches (10 cm)
on 2 inch ID cylinder with 1
inch diameter orifice, with
flow rate expressed in
gal/sq. ft/minute.
Breaking load in either ASTM Designation: 100 minimum
machine or cross-machine D 1682 grab method G
direction, expressed as modified by Tex-
in pounds. -616-J
Equivalent opening size CW-02215, IIS Army 70 to 100
(IIS Standard sieve no.) Corps of Engineers,
Civil Works Construction
Guide Specification.
"Plastic Filter Fabric",
November, 1977.
"Apparent elongation" at ASTM Designation: 100 maximum
breaking load in either D 1682 grab method G
machine or cross-machine as modified by Tex
direction, expressed as -616-J
percent.
The "Filter Fabric" shall be installed in accordance with the
manufacturer's recommendations, as indicated or as directed by the
Engineer. When lapping is required, it shall be in accordance with the
manufacturer's recommendations. Backfilling around the Filter Fabric shall
be done in such a way as not to damage the Filter Fabric material during
the placement.
The unit price bid per L.F. shall be full compensation for all labor,
materials, equipments, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 21 & (15-UNIT II) - 8" PAVEMENT PULVERIZATION:
Contractor shall pulverize the existing pavement to a depth of 8" . After
pulverization is completed, contractor shall temporary remove and store
the 8" deep pulverized material, then cut the base 2" to provide place for
the new 2" H.M.A.C. surface, fOR 3" h.M.A.C. surface it requires 3" base
SP-17
cut. The 2" base cut shall start at a depth of 8" from the existing
pulverized surface. After the undercut operation is completed, contractor
shall spread, mix, and compact the pulverized material to a 95% compaction
per City's Standard Specifications or as directed by the Engineer in the
field. A 5% portland cement shall be used to mix the pulverized material.
If the existing pavement has a combination of 10" H.M.A.0 and crushed
stone/gravel, undercut will not be required, the contractor will pulverize
10" inches, the 2" inch cut will be taken from the 10" pulverized
material, for a 3" cut it requires 11" pulverized base. (see soil test
report)
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, tools, and incidentals necessary to pulverize,
remove and store the pulverized material, undercut the base, mixing,
compaction, haul off, sweep, and dispose of the undercut material.
The 2" H.M.A.C. surface will be paid by separate item.
PAY ITEM NO. 23 - REMOBILIZATION:
This item shall compensate the Contractor to remobilize personnel,
equipment, supplies, and material to perform an additional work as
directed by the Engineer. Remobilization will be considered when concrete
"Flat-work" has been completed, personnel and equipments were demobilized,
and the street is clean and ready for the overlay. Remobilization shall be
determined by the Engineer. Any Remobilization without the approval of the
Engineer will not be compensated.
The unit price per bid per each will be full compensation for all labor,
equipment, material, tools, and all incidentals necessary to complete the
work.
PAY ITEM NO. 24 & (17-UNIT II) - UNCLASSIFIED STREET EXCAVATION:
This item will be used if additional excavation is needed that is not
covered by Pay Item No. 21 - " 8" PAVEMENT PULVERIZATION". Additional
Excavation is the removal of the excessive crown and base to bring the new
base to proper grade & City standard specifications for street
reconstruction. All applicable provisions of Item 106 shall apply, work
shall be paid per cubic yard.
PAY ITEM NO. 25 - 2" SURFACE MILLING:
This item shall consist of milling the existing pavement at a depth of 211.
All applicable provisions of Item No. 11 "Wedge Milling" shall apply. The
unit price bid per square yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
END OF SECTION
SP-18
Equipment Schedule
List of equipment owned by Bidder that is in serviceable condition and available for use
Okb Portions of work bidder proposes to sublet in case of Award of Contracts including amount and type:
ExperienceR—ecord
List of projects your organization has successfully completed:
AMOUNT OF TYPE OF WORK DATE NAME AND ADDRESS
CONTRACT AWARD ACCEPTED OF OWNER
List of projects your organization is now engaged in completing:
AMOUNT OF TYPE OF WORK ANTICIPATED DATE NAME AND ADDRESS
CONTRACT AWARD OF COMPLETION OF OWNER
List Surety Bonds in Force on above incomplete work:
AMOUNT OF TYPE OF WORK AMOUNT OF BOND NAME AND ADDRESS
CONTRACT AWARD BOND OF OWNER
CITY OF FORT WORTH, TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TARRANT
This agreement made and entered into this the 16"' day of May , 20 00 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 11th.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, and Sutton & Associates. Inc. HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be
made and performed by the Owner, and under the conditions expressed in the bond bearing even date
herewith, the said Contractor hereby agrees with the said Owner to commence and complete the
construction of certain improvements described as follows:
UNIT I:
HMAC SURFACE OVERLAY 2000-4
AT VARIOUS LOCATIONS
AND
UNIT II:
RECONSTRUCTION OF FLEMMING DRIVE
RICKENBACKER PLACE TO PLAZA CIRCLE
Designated as project number, GS93-020930522080 / C115-020115040599
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
C-1
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.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully, complete and finish the same ready for the inspection and approval
of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
within a period of 90 (Ninety) 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 Conditions, there shall be deducted from any monies due or which may thereafter become due
him, the sum of $ 315.00 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 the 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.
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
C-2
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 ne_gWence 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
y 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.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
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 100 percent (100%) of the total contract price, and the 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.
4
8.
Said City agrees and binds itself to pay, and the said 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
NIA shall be
C-3
FIVE HUNDRED NINETY ONE THOUSAND, NINE HUNDRED SIXTY FIVE DOLLARS
AND SIXTY CENTS
$591,965.60
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
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 copies verbatim herein.
11.
The Contractor shall procure and shall maintain during the life of this contract insurance as
specified in paragraph 8 of Special Instruction to Bidders of this contract documents.
12.
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.
N WITNESSETH WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 6
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 Six 6 counterparts with its corporate seal attached.
C-4
Done in Fort Worth, Texas, this the 16" day of May , 20 00
RECOMMENDED: CITY OF FORWO7NAGER DIRECTOR, DEPARTMENT OF ASSISTANT90TY M
ENGINEERING
APPROVED:
4i
DIRECTOR, TRANSPORTATION AND
PUBLIC WORKS
Sutton & Associates, Inc_ ATTEST:
(Contractor)
-it
CITY SEC ETARY &-q-06
(SEAL)
BY:
(Representative)
President
(TITLE)
P.O. Box 677 APPROVED AS TO FORM &
(Address) LEGALITY:
Keller, TX 76244 '
(City/State/Zip) CITY ATTORNEY
�F P�r1
November 1960 — UO3
3
Revised May 1986 Contract authorization
Revised September 1992
Revised January 1993
Revised April 1999 Date
Revised June 1999
C-5
PERFORMANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL MEN BY THESE PRESENT: That we (1) Sutton &Associates,
Inc. (2) Corporation of Texas hereinafter called Principal and (3)
Qmbm:1x d QEualty & qty
a corporation organized and existing under the laws of the State and fully authorized to transact
business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a
municipal corporation organized and existing under the laws of the State of Texas hereinafter called
Owner, in the penal sum of:
Five Hundred Ninety One Thousand,Nine Hundred Sixty Five Dollars and Sixty Cents
$591,965.60 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County,
Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs,
executors,administrators, and successors,jointly and severally,firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a
certain contract with the City of Fort Worth,the Owner, dated the 16th day of May,2000 , a copy
of which is hereto attached and made a part hereof,for the construction of:
UNIT I:
HMAC SURFACE OVERLAY 2000-4 AT VARIOUS LOCATIONS
AND
UNIT II:
RECONSTRUCTION FLEMMING DRIVE
(RICKENBACKER PLACE TO PLAZA CIRCLE)
designated as Project Number GS93-0.20930522000/C115-020115040599 a copy
of which contract is hereto attached,referred to,and made a part hereof as fully and to the same extent as
if copies at length herein, such project and construction being hereinafter referred to as the"work".
NOW THEREFORE, if the Principal shall well, truly and faithfully perform the work in
accordance with the plans, specification, and contract document during the original term thereof, and any
extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he
shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save
harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and
shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good
any default,then this obligation shall be void; otherwise to remain in full force and effect.
PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in
Tarrant County, State of Texas.
AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and
agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work
AMPERBONDYRM
L
to be performed thereunder or the specifications accompanying the same shall in any wise affect its
obligation on this bond, and it does hereby waive notice of any such change, extension of time alteration
or addition to the terms of the contract or to the work or to the specifications.
r
IN WITNESS WHEREOF, this instrument is executed in 6 Counterparts each one of which
shall be deemed an original,this the 16th day of May ,2000.
Sutton R A--sociateS, 1=.
Principal(4)
ATTEST:
By:
Principal) Secretary
Marie Sutton President
(Printed Name/Title)
(SEAL)
P.O. Box 677
ADDRESS
Keller, TX 76244
CITY/STATE/ZIP
P.O. Boc 796428 Oxberlad C`�smlty & Sffe y
(Address) (Surety)
DaUas, 'IX 75379
ATTEST:
(Surety) Secretary
By:
Attorney-in-Fact)(5)
(SEAL) ,,, q -
/` (Printed Attorney-in-Fact)
(/ Witness as to Surety
wo Note: Date of Bond must not be prior to date of
Contract
(1) Correct name of Contractor
(2) A Corporation,a Partnership or and
Individual,as case may be
(3) Correct Name of Surety
(4) If Contractor is partnership all Partners
should execute bond
(5) A true copy of Power of Attorney shall be
attached to bond by Attorney-in-Fact
AMPERBOND.FRM
PAYMENT BOND
THE STATE OF TEXAS BOND NO. 141503264
COUNTY OF TARRANT
KNOW ALL MEN BY THESES PRESENTS: That we, Sutton & Associates, Inc. a
corporation of Tarrant County, Texas hereinafter called Principal
and (3) nni1_r1,-rci Clgraliz F. Std;-
,a corporation organized and existing under the laws of the State and fully authorized to
transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth,
a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called
Owner, and unto all persons, firms, and corporations who may furnish materials for, or perform labor
upon,the building or improvements hereinafter referred to in the penal sum of:
Five Hundred Ninety One Thousand,Nine Hundred Sixty Five Dollars and Sixty Cents
$591,965.60 lawful money of the United States,to be paid in Fort Worth, Tarrant County, Texas, for the
payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators
and successors jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a
certain contract with the City of Fort Worth, the Owner dated the 16th day of May , 2000, a
copy of which is hereto attached and made a part hereof,for the construction of-
UNIT
£UNIT I:
HMAC SURFACE OVERLAY 2000-4 AT VARIOUS LOCATIONS
AND
UNIT II:
RECONSTRUCTION OF FLEMMING DRIVE
(RICKENBACKER PLACE TO PLAZA CIRCLE)
designated as Project Number GS93-020930522080/C115-020115040599 copy of
which contract is hereto attached, referred to, and made a part hereof as fully and to the same extent as if
copied at length herein, such project and construction being hereinafter referred to as the"works".
NOW, THEREFORE,the condition of the obligation is such that, if the Principal shall promptly
make payment to all claimants as defined in Article 5160 of the Revised Civil Statutes of Texas,
supplying labor and materials in the prosecution of the work provided for in said Contract, then this
obligation shall be null and void,otherwise it shall remain in full force and effect.
THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying
labor and material in the prosecution of the work provided for in said Contract, as claimants are defined
in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided
in Article 5160 of the Revised Civil Statutes.
PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in
Tarrant County, State of Texas, and that the said Surety, for value received, hereby stipulates and agrees
that no change extension of time, alteration or addition to the terms of the contract or to the work to be
AMPAYBOND.FRM
performed thereunder or the specification accompanying the same shall in any wise affect its obligations
on this bond, and it does hereby waive notice of any such change, extension of time, alteration or
addition to the terms of the contract or to the work or the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall
abridge the right of any beneficiary hereunder whose claim shall be unsatisfied.
IN WITNESSETH WHEREOF,this instrument is executed in 6 counterparts,each one of which
shall be deemed an original,this the 16th day of May ,2000.
Sutton & Associates, Inc.
Principal(4)
ATTEST:
�t7[ BY: WOztA 1
(Principal)Seerkly
Marie Sutton President
(Printed Name/Title)
(SEAL) P.O. Box 677
ADDRESS
Keller, TX 76244
CITY/STATE/ZIP
P.O. B�x 796428 Dall;fs, 'IX 75379 anterland Caslaity & Surety
(Address) (Surety)
ATTEST:
(Surety) Secretary By:
(Attorney-in-Fact)(5)
Faye Sutbm
-� (Printed Attorney-in-Fact)
(SEAL
Witness as to Surety Note: Date of Bond must not be prior to date of
Contract
(1) Correct name of Contractor
(2) A Corporation, a Partnership or and
Individual,as case may be
(3) Correct Name of Surety
(4) If Contractor is Partnership all Partners
should execute bond
A:15PAYBOND.FRM
CUMBERLAND CASUALTY & SURETY COMPANY POWER OF ATTORNEY
TAMPA, FLORIDA
PRINCIPAL: &Itbcn & Associates, Inc" EFFECTIVE DATE: 05/24/2000
w P.O. Boc 677 Kellsr TK 76244
(SIRIMT ADDRMJ (C(TY) (STATE) CLIP CODE)
CONTRACT AMOUNT:Five Herbed Ninety Q-e Mxx sari, Nine Hr-ed Sixty AMOUNT OF BOND: $ 591,965.60
Five 2unatd Lta� and Sixty its
POWER NO. CC — 27152
KNOW ALL MEN BY THESE PRESENTS: That Cumberland Casualty&Surety Company,a corporation duly organized under the laws of the State
of Florida,having its principal office in the City of Tampa,Florida,pursuant to the following resolution,adopted by the Board of Directors of the said
Company on the 15th day of April, 1999, to wit:
Irr "Resolved, that the President of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as
attorney(s)-in-fact, such persons,firms,or corporations as may be selected from time to time.
Be it Further Resolved, that the signature of the President, Secretary and the Seal of the Company may be affixed to any such Power of
Attorney or any certificate relating thereto by facsimile,and any such powers so executed and certified by facsimile signature and facsimile seal shall
~ be valid and binding upon the Company in the future with respect to any bond or consents for the release of retained percentages and/or final estimates
on engineering and construction contracts or similar authority or undertaking to which it is attached."
Cumberland Casualty&Surety Company does hereby make,constitute and appoint Charles K Mapes or Derwood P.Phillips
or Rodney H.Zeigler or Faye Sutton or J.D. Wysong
its true and lawful attomey(s)-in-fact, with full power and authority hereby conferred in its name,place and stead, to sign,execute,acknowledge and
deliver in its behalf,and its act and deed,as follows:
The obligation of the Company shall not exceed($2,000,000.00)dollars.
And to bind Cumberland Casualty&Surety Company thereby as fully and to the same extent as if such bond or undertaking was signed by
the duly authorized officer of Cumberland Casualty&Surety Company,and all the acts of said attorney(s)-in-fact pursuant to the authority herein given,
and hereby ratified and confirmed.
IN WITNESS WHEREOF, Cumberland Casualty& Surety Company has caused these presents to be signed by an officer of the
10 Company and its Corporate Seal to be hereto affixed.
CUMBE ,AND C SU LTY&SURETY COMPANY
(I& + ward J. E enfield IV,President
STATE OF FLORIDA )
SS
COUNTY OF HILLSBOROUGH)
On this 15th day of April,A.D. 1999,before me personally came Edward J. Edenfield IV,to me known, who being by me duly sworn did
depose and say;that he resides in the County of Hillsborough,State of Florida;that he is President of Cumberland Casualty&Surety Company,the
corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said
instruments is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation and that he signed his name,thereto
11iis by like order.
-1"""' o,PAYPG9Beverly Ann Jerry
W r Commission#CC 758867
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STATE OF FLORIDA )
SS
MIN COUNTY OF HILLSBOROUGH)
I,the undersigned,Secretary of Cumberland Casualty&Surety Company,a Florida Corporation,DO HEREBY CERTIFY that the foregoing
and attached POWER OF ATTORNEY remains in full force.
Signed and Sealed at the City of Tampa. Dated the-,,24day of_ 149u— XM
C S.t�sec
SEAL .
THIS BOND NOT VALID UNLESS PRINTED ON GREEN PAPER
CUT-THROUGH ENDORSEMENT NO.TRC-CCS-00-0029
Attached to and made a part of
REINSURANCE AGREEMENT NUMBERS 200202548 & 200202561
Between
CUMBERLAND CASUALTY& SURETY COMPANY
(hereinafter referred to as the"Direct Writing Company")
and
TRANSATLANTIC REINSURANCE COMPANY
(hereinafter referred to as the"Reinsurer")
Obligee Address 1000 THROCKMORTON ST.
CITY OF FORT WORTH FT. WORTH, TX 76102
Direct Writing Company Date Direct Writing Company Executes
This Agreement
Cumberland Casualty&Surety Company
4311 West Waters, Suite 501
Tampa,FL 33614 MAY 16TH, 2000
State of Incorporation Florida
Reinsuring Company Amount of this Reinsurance
Transatlantic Reinsurance Company $591,965.60
80 Pine Street,9th Floor Date Reinsuring Company Executes
New York,NY 10005 This Agreement
MAY 16TH, 2000
State of Incorporation New York
DESCRIPTION OF BOND
Description of Bond(Type,purpose,etc.) Penal Sum of Bond
(Ifassociated with contract number, date, amount, $591,965.60
etc., include name of Government agency involved.) Date of Bond Bond No
UNIT I, HMAC SURFACE OVERLAY 2000-4 MAY 16TH, 2000 CC-27152
AT VARIOUS LOCATIONS AND Principal
UNIT II, RECONSTRUCTION FLEMMING DRIVE SUTTON & ASSOCIATES, INC.
(RICKENBACKER PLACE TO PLAZA CIRCLE) P. 0. BOX 677
PROJECTS: GS93-020930522080 AND KELLER, TX 76244
C115-020115040599 State of Incorporation (if Corporate Principal)
TEXAS
AGREEMENT:
a) The Direct Writing Company named above is bound as a surety to the Principal, on the bond described above. The bond is given
for the protection of the Obligee and the Direct Writing Company has applied to the above Reinsuring Company to be reinsured and
counter-secured in the amount shown opposite the name of the Reinsuring Company(referred to as the"Amount of this
Reinsurance"),or for whatever amount less than the "Amount of this Reinsurance"the Direct Writing Company is liable to pay under
or by virtue of the bond.
b) For a sum mutually agreed upon, paid by the Direct Writing Company to the Reinsuring Company which acknowledges its
receipt,the parties to this Agreement covenant and agree to the terms and conditions of this Agreement.
TERMS AND CONDITIONS:
The purpose and intent of this Agreement is to guarantee and indemnify the Obligee against loss under the bond to the extent of the
"Amount of this Reinsurance,"or for any less sum than the"Amount of this Reinsurance,"that is owing and unpaid by the Direct
Writing Company to the Obligee due to insolvency of the Direct Writing Company.
ae
CUT-THROUGH ENDORSEMENT NO.TRC-CCS-00-0029
THEREFORE:
1) If the Direct Writing Company fails to pay any default under the bond equal to or in excess of the"Amount of this Reinsurance,"
due to insolvency of the Direct Writing Company,the Reinsuring Company covenants and agrees to pay to the Obligee,the"Amount
of this Reinsurance." If the Direct Writing Company fails to pay to the Obligee any default for a sum less than the"Amount of this
Reinsurance,"due to insolvency of the Direct Writing Company,the Reinsuring Company covenants and agrees to pay to the Obligee
the full amount of the default up to the "Amount of Reinsurance,"or so much thereof that is not paid to the Obligee by the Direct
Writing Company.
2) The Reinsuring Company further covenants and agrees that in case of default on the bond for the"Amount of this Reinsurance,"
or more,and the Direct Writing Company fails to pay any default due to insolvency of the Direct Writing Company,the Obligee may
sue the Reinsuring Company for the "Amount of this Reinsurance"or for the full amount of the default when the default is less than
the"Amount of this Reinsurance."
3) In the event the Direct Writing Company fails to pay any default under the bond due to insolvency and the Reinsurer pays the
Obligee,the Reinsurer shall assume all of the legal rights of the Direct Writing Company as Surety.
4) The Reinsuring Company agrees to comply with the terms and conditions of the bond including an automatic twenty percent
(20%)extension of the contract price, if so required.
WITNESS:
The Direct Writing Company and the Reinsuring Company,respectively,have caused this Agreement to be signed and impressed
with their respective corporate seals by officers possessing power to sign this instrument,and to be duly attested to by officers
empowered thereto,on the day and date above-written opposite their respective names.
DIRECT WRITING COMPANY
Signature a and Title ped) ttest: ignatu Name and Title(typed)
EDWARD J. ED N IELD IV. , PRESIDENT CAROL SUE BLACK, SECRTA.DY Corparaty
- -deal
REINSURING COMPANY
C --
Signature Atte nure
George C. Barone ffr y M. Ryan Corporate
Vice President Assistant Vice President Seal
CERTIFICATE OF INSURANCE
Certificate Holder: City of Fort Worth
Date: May 16,2000
Project Name: Unit I: HMAC Surface Overlay 2000-4 at Various Locations
And Unit II: Reconstruction of Flemming Drive (Rickenbacker Place to Plaza
Circle)
Project Number: GS93-020930522080/C115-020115040599
This is to certify that: Sutton & Associates,Inc.
Address: P O Box 677
Keller,Texas 76244
is at the date of this certificate, insured by this company with respect to the business operations hereinafter described,for the
type of insurance and in accordance with the provisions of the standard policies used by this Company, and further
hereinafter described. Exceptions to standard policy noted on reverse side thereof.
Type of Insurance
POLICY NO. EFFECTIVE EXPIRES LIMITS OF LIABILITY
Workers Compensation UM03554 02,120/2000 02/20/2001 1,000,000 11000,000
Comprehensive General Bodily Injury: $
Liability Insurance 04/10/2000 /10/2001 Each Occurrence: 1'�'�
(Public Liability) Property Damage:
Each Occurrence: $1.000.000
Blasting Each Occurrence $
Collapse of Buildings Each Occurrence $
or structures adjacent to
excavations
Damage to underground Each Occurrence $
Utilities
Builders Risk
Comprehensive BAZW19200 04/10/2000 04/10/2001 Bodily Injury 1,000,000
Automobile Liability Each Person $
Each Occurrence $ (CSL)
Property Damage
Each Occurrence $
Contractual Liability Bodily Injury
Each Occurrence $
Property Damage
Each Occurrence $
Other
Locations covered: AL Iocaticns
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the
insurer in less than five(5)days after the insured has received written notice of such change or cancellations.
Where applicable local laws or regulations require more than five(5)days ac-tual notice of change or cancellation to be assured,the above
policies contain such special requirements,either in the body ther for by appropr' orsement thereto attached.
Agency L Qle�-Y• IC
Fort Worth Agent By:
Address P.O. BOK 796428, DaLlas TK 75379 Title: PLmt
A:121NSURAN.FRM
CONTRACTOR COMPLIANCE WITH
WORKER'S COMPENSATION LAW
Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor, Sutton & Associates, Inc.
certifies that it provides worker's compensation insurance coverage for all of its employees employed on
City of Fort Worth project Unit I: HMAC Surface Overlay 2000-4 at Various Locations and Unit II:
Reconstruction of Flemming Drive (Rickenbacker Place to Plaza Circle) project number, GS93-
020930522080/C115-020115040599.
By: Marie Sutton
Marie Sutton President
Title
May 23, 2000
Date
STATE OF TEXAS 3
COUNTY OF TARRANT 3
BEFORE ME, the undersigned authority, on this day personally appeared
Marie Sutton , 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 Ruffnn & Accrri of acs Tnc- for
the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 23rd day of
May , 2000
Notary Public in and for the State of Texas
(a) Contractor agrees to provide to the City a certificate showing that it has obtained a policy
of workers compensation insurance covering each of its employees on the project in compliance
with state law. No Notice to Proceed will be issued until the Contractor has complied with this
section.
(b) Contractor agrees to require each and every subcontractor who will perform work on the
project to provide to it a certificate from such subcontractor stating that the subcontractor has a
policy of workers compensation insurance covering each employee employed on the project.
Contractor will not permit any subcontractor to perform work on the project until such certificate
has been acquired. Contractor shall provide a copy of all such certificates to the City.
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