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CONTRACT DOCUMENTS
FOR
BRICK PAVEMENT REPAIR (2003 -21)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
PROJECT NO. GS93-020930541160
2003
MR. MIKE MONCRIEF GARY JACKSON
MAYOR CITY MANAGER
ROBERT GOODE, P. E. , DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS RADEMAKER, P. E. , DIRECTOR
DEPARTMENT OF ENGINEERING
PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ENGINEERING COORDINATION
EXHIBIT "A" �� %SS
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1
City of Fort Worth, Texas
"Cloor cond Council Communication
W DATE REFERENCE NUMBER LOG NAME PAGE
9/9/03 **C-19743 I 20BRK03-21 1 of 2
SUBJECT AWARD OF CONTRACT TO C. GREEN SCAPING, LP FOR BRICK PAVEMENT
REPAIR 2003-21 AT VARIOUS LOCATIONS
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with C. Green
Scaping, LP in the amount of $171,600 for 90 working days for brick pavement repair at various
ow locations.
In the FY2002-2003 Contract Major Maintenance Program, various types of street maintenance
techniques are grouped into specific contract packages. Brick Pavement Repair 2003-21 at Various
Locations provides for the removal and replacement of damaged brick pavement and sidewalk funded
from the Contract Street Maintenance Fund.
The following list details the limits for each of the streets included in this project:
STREET FROM TO MAPSCO CD"
East 2nd Street Main Street Calhoun Street 63W 9
East 3rd Street Main Street Commerce Street 63W 9
East 8th Street Main Street Commerce Street 77A 9
East 9th Street Main Street Commerce Street 77A 9
West 9th Street Main Street Houston Street 77A 9
Calhoun Street East 2nd Street East 3rd Street 63W 9
Camp Bowie Boulevard Boland Street Hulen Street 75D 7
Commerce Street East 1 st Street East 3rd Street 63W 9
Eagle Parkway At Heritage Parkway 7D 2
Houston Street West 2nd Street West 4th Street 62Z 9
Main Street West Weatherford Street West 9th Street 63W 9
South Main Street Bridge Over BN and SF R/R 77N 9
"COUNCIL DISTRICT
The City also reserves the right to increase or decrease quantities of individual pay items within the
contract, provided that the total contract amount remains within plus or minus 25% of the contract
award.
This project was advertised on May 22 and 29, 2003. On June 26, 2003, the following bids were
received:
BIDDERS AMOUNT
C. Green Scaping, LP $171,600
J&J Sprinkler& Landscape, Inc. $175,730
New World Industries, Inc. $186,630
City of Fort Worth, Texas
"agor And Council Communication
,M DATE REFERENCE NUMBER LOG NAME PAGE
9/9/03 **C-19743 1 20BRK03-21 2 of 2
SUBJECT AWARD OF CONTRACT TO C. GREEN SCAPING, LP FOR BRICK PAVEMENT
#- REPAIR 2003-21 AT VARIOUS LOCATIONS
C. Green Scaping, LP is in compliance with the City's MNVBE Ordinance by committing to 22% MNVBE
participation. The City's goal on this project is 14%.
This project is located in COUNCIL DISTRICT 2, 7 and 9.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Contract Street Maintenance Fund.
MO:r
Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY
Office by: (to)
Marc Ott 8476
Originating Department Head:
Robert Goode 7804 (from) APPROVED 09/09/03
GS93 541200 020930541160 $171,600.00
Additional Information Contact:
George Behmanesh 7914
11 -06-03P02 :07 RCVD
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
.� BRICK PAVEMENT REPAIR (2003-21)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
PROJECT NO. GS93-020930541160
2003
A. DOUGLAS RADEMAKER, P.E. DATE
DIRECTOR, DEPARTMENT OF ENGINEERING
Z Z]o 3
GEORGE A. BEHMANESH, P.E. DATE
ASSISTANT DIRECTOR
TRANSPORTATION A /YUBLIC WORKS DEPARTMENT
5 /1,v/05
DOO KIld, P.E. DATE
CAPITAL PROJECT ENGINEER WATER DEPARTMENT
TABLE OF CONTENTS
1. Notice to Bidders
2 . Special Instructions to Bidders
r 3 . Prevailing Wage Rates
4. Proposal
5. Vendor Compliance
6 . Disadvantaged Business Enterprise
r
7. Special Provisions
8 . Contractor Compliance with Worker' s Compensation Law
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9 . Certificate of Insurance
.. 10 . Performance Bond
11. Maintenance Bond
12 . Payment Bond
13 . Contract
14. Project Designation Sign
15. Details
16 . Street Locations
NOTICE TO BIDDERS
Sealed proposals for the following project :
BRICK PAVEMENT REPAIR (2003 -21)
AT VARIOUS LOCATIONS
Project No. GS93 -020930541160
Addressed to Mr. Gary Jackson, City Manger of the City of Fort
Worth, Texas will be received at The Purchasing Office until 1:30
P.M. , June 26, 2003 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, 76102 .
A pre-bid conference will be held at 10: 00 A.M. , June 3, 2003 in
the Transportation and Public Works Conference Room 270, 2nd
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 .
Gary Jackson Robert Goode, Director
City Manger Transportation and Public Works
PUBLICATION: By:
May 22, 2003 Najib N ares, P.E. ,
May 29, 2003 St et and Storm Drainage, TPW
P-
SPECIAL INSTRUCTIONS 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 5 percent of the largest possible 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 days after the contract has been
awarded.
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To be an acceptable surety on the bid bond, the surety must be authorized to do business
in the state of Texas. In addition, the surety must (1) hold a certificate of authority from
the Untied States secretary of the treasury to qualify as a surety on obligations permitted
or required under federal law; or (2) have obtained reinsurance for any liability in excess
of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of
Texas and is the holder of a certificate of authority from the Untied States secretary of the
treasury to qualify as a surety on obligations permitted or required under federal law.
Satisfactory proof of any such reinsurance shall be provided to the City upon request.
The City, in its sole discretion, will determine the adequacy of the proof required herein.
2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be
tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the
application of such formulas or other methods of bringing items to a common basis as
may be established in the Contract Documents.
The total obtained by taking the sum of the products of unit prices quoted and the
r estimated quantities plus any lump sum items and such other quoted amounts as may
enter into the cost of the completed project will be considered as the amount of the bid.
Until the award of the contract is made by the Owner, the right will be reserved to reject
any or all proposals and waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
PM The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
ON made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
,f hereinafter provided, without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
Documents prior to the 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 do not acknowledge all applicable addenda will be rejected as non-
responsive.
40 SPECIAL INSTRUCTIONS TO BIDDERS
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4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City
business days from the date that the M/WBE UTILIZATION FORM, PRIME
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") is received by the City.
5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the
Texas Government Code, as amended.
A. If the total contract price is 525,000 or less,payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
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B. If the contract amount is in excess of$25,000, a Payment Bond shall be
executed, in the amount of the contract, solely for the protection of all claimants
supplying labor and material in the prosecution of the work.
C. If the contract amount is in excess of$100,000, a Performance Bond shall be
executed, in the amount of the contract conditioned on the faithful performance of
the work in accordance with the plans, specifications, and contract documents.
Said bond shall solely be for the protection of the City of Fort Worth.
D. A Two-year Maintenance Bond is required for all projects to insure the prompt,
full and faithful performance of the general guarantee as set forth in Paragraph 7
of the Special Provisions.
To be an acceptable surety on the performance, payment and maintenance bonds, the
surety must be authorized to do business in the state of Texas and meet all requirements
of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a
,R certificate of authority from the Untied States secretary of the treasury to qualify as a
surety on obligations permitted or required under federal law; or (2) have obtained
reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and
,. admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority
from the Untied States secretary of the treasury to qualify as a surety on obligations
permitted or required under federal law. Satisfactory proof of any such reinsurance shall
�. be provided to the City upon request. The City, in its sole discretion, will determine the
adequacy of the proof required herein.
No sureties will be accepted by the City that 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
SPECIAL INSTRUCTIONS TO BIDDERS
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PF 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General
Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain
Construction of the City of Fort Worth, Texas, concerning liquidated damages for late
completion of projects.
7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not
discriminate against any person(s)because of sex, race, religion, color or national origin
and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of
the City of Fort Worth (1986), as amended,prohibiting discrimination in employment
practices.
8 WAGE 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.
9. FINANCIAL STATEMENT: A current certified financial statement may be required by
the Department of Engineering Director for use by the CITY OF FORT WORTH in
"R 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.
10. INSURANCE: Within ten 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 Workers Compensation (statutory); Comprehensive General Liability
($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance
($1,000,000 each accident on a combined single basis or$250,000 property
damage/S500,000 bodily injury per person per occurrence. A commercial business
policy shall provide coverage on"any auto", defined as autos owned, hired, and non-
owned). Additional lines of coverage may be requested. If such a request is made after
bid opening, Contractor shall be entitled to additional compensation equal to 110% of the
additional premium cost. For worker's compensation insurance requirements, see Special
Instructions to Bidders - Item 16.
ADDITIONAL INSURANCE REQUIREMENTS:
A. The City, its officers, employees and servants shall be endorsed as an additional
insured on Contractor's insurance policies excepting employer's liability insurance
coverage under Contractor's workers' compensation insurance policy.
B. Certificates of insurance shall be delivered to the City of Fort Worth, contract
administrator in the respective department as specified in the bid documents, 1000
Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on
the contracted project.
C. Any failure on part of the City to request required insurance documentation shall
not constitute a waiver of the insurance requirements specified herein.
D. Each insurance policy shall be endorsed to provide the City a minimum thirty
days notice of cancellation, non-renewal, and/or material change in policy terms
SPECIAL INSTRUCTIONS TO BIDDERS
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or coverage. A ten days notice shall be acceptable in the event of non-payment of
premium.
r E. Insurers must be authorized to do business in the State of Texas and have a
current A.M. Best rating of A: VII or equivalent measure of financial strength and
solvency.
F. Deductible limits, or self-f ended retention limits, on each policy must not exceed
$10,000.00 per occurrence unless otherwise approved by the City.
rG. Other than worker's compensation insurance, in lieu of traditional insurance, City
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups. The City must approve in writing any alternative
coverage.
H. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
recovery in favor of the City.
I. City shall not be responsible for the direct payment of insurance premium costs
for contractor's insurance.
J. Contractor's insurance policies shall each be endorsed to provide that such
insurance is primary protection and any self-funded or commercial coverage
maintained by City shall not be called upon to contribute to loss recovery.
K. In the course of the project, Contractor shall report, in a timely manner, to City's
officially designated contract administrator any known loss occurrence which
could give rise to a liability claim or lawsuit or which could result in a property
loss.
rL. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
M. Upon the request of City, Contractor shall provide complete copies of all
rinsurance policies required by these contract documents.
11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the
City of Fort Worth will not award this contract to a non-resident bidder unless the non-
resident'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
non-resident bidder to obtain a comparable contract in the state in which the non-
resident's principal place of business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in
this state,but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
SPECIAL INSTRUCTIONS TO BIDDERS
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a
"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 the project is funded in whole or in part with 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 non-resident contractor to do so
will automatically disqualify that bidder.
12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort
Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort
Worth has goals for the participation of minority business enterprises and women
business enterprises in City contracts. You may obtain a copy of the Ordinance from the
Office of the City Secretary.
The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort
Form, as applicable,must be submitted no later than 5:00 p. m. five(5) City business
days after the bid opening date, exclusive of the bid opening date. The bidder shall
submit the documentation at the reception area of the Department of Engineering
("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to
comply shall render your bid non-responsive.
Upon contract execution between the City of Fort Worth and the successful bidder, now
known as Contractor, a pre-construction meeting will be scheduled at which time the
Contractor is required to submit either Letters of Intent or executed agreements with the
M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed
agreements shall include the following information:
1. Name of Contract
2. Name of M/WBE firm utilized
3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performed by the M/WBE firm
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
purposes.
Reports are to be submitted monthly to the M/WBE Office, regardless of whether or
not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a
particular month,place a "0" or"no participation" in the spaces provided, and provide
SPECI.AL INSTRUCTIONS TO BIDDERS
—5—
r a brief explanation.
• The Contractor shall provide the M/WBE Office proof of payment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining, in detail:
a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
• If the Contractor foresees a problem with submitting participation reports and/or
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an NI/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
and why in documentation.
a. All requests for changes must be reviewed and pre-approved by the M/WBE
Office.
b. If the Contractor makes change(s)prior to approval, the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth, The Contractor will provide the
M/WBE Office with a Final Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor-City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call (817) 871-6104.
Upon request, Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise(M/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 M/WBE. The misrepresentation of facts (other than a
negligent misrepresentation)and/or the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation (other than a negligent misrepresentation) and/or commission of fraud
SPECIAL INSTRUCTIONS TO BIDDERS
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ro will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years.
13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal, the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
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14. PAYMENT, FINAL PAYMENT PROJECT ACCEPTANCE AND WARRANTY: The
contractor will receive full payment(less 5%retainage) from the city for each pay period.
Payment of the retainage will be made with the final payment upon acceptance of the
project as being complete. The project shall be deemed complete and accepted by the
City as of the date the final punch list has been completed, as evidenced by a written
statement signed by the contractor and the City. The warranty period shall begin as of
the date that the final punch list has been completed.
15. OZONE ALERT DAYS: The Contractor shall be required to observe the following
guidelines relating to working on City construction sites on days designated as "OZONE
ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from
May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods
each day.
The Texas Commission on Environmental Quality(TCEQ), in coordination with the
National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior
to the alert day. On designated Ozone Alert Days,the Contractor shall bear the
responsibility of being aware that such days have been designated Ozone Alert Days and
as such shall not begin work until 10:00 a.m. whenever construction phasing requires
substantial use of motorized equipment. However, the Contractor may begin work earlier
if such work minimizes the use of motorized equipment prior to 10:00 a.m.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day
will be considered as a weather day and added onto the allowable weather days of a given
month.
16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
A. Definitions:
Certificate of coverage("certificate") -A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission, or a coverage
agreement(TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity 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.
SPECIAL INSTRUCTIONS TO BIDDERS
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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 has employees. This
includes, without limitation, independent contractors, subcontractors, leasing
companies, motor carriers, owner-operators, employees of any such entity, or
employees of any entity which furnishes persons to provide services on the project.
"Services" include, without limitation,providing,hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project.
"Services" does not include activities unrelated to the project, such as foodibeverage
vendors, office supply deliveries, and delivery of portable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all employees
of the contractor providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project, the contractor must, prior to the end of the
coverage period, file a new certificate of coverage with the governmental entity
showing that coverage has been extended.
PM E. The contractor shall obtain from each person providing services on a project, and
provide to the City:
(1) a certificate of coverage,prior to that person beginning work on the project, so
the City 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.
E. The contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
FM G. The contractor shall notify the governmental entity in writing by certified mail or
personal delivery, within ten 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 Workers' Compensation Commission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to:
SPECIAL INSTRUCTIONS TO BIDDERS
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(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 or entity with whom it contracts, and provide to
the contractor:
(a) a certificate of coverage, prior to the other person or entity beginning work
on the project; and
(b) a new certificate of coverage showing extension of coverage, prior to the end
of the coverage period, if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter.
(6) notify the governmental entity in writing by certified mail or personal delivery,
within ten 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
OM 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 workers'
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 of misleading information may subject the contractor to administrative penalties,
criminal penalties, civil penalties or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract
by the contractor which entitles the City to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
City.
SPECIAL INSTRUCTIONS TO BIDDERS
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"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 Workers'
Compensation Act or other Texas Workers'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 WORKERS'COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related
to this construction project must be covered by workers'compensation insurance.
This includes persons providing, hauling, or delivering equipment or materials, or
providing labor or transportation or other service related to the project, regardless of
the identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive
information on the legal requirement for coverage, to verify whether your employer
has provided the required coverage, or to report an employer's failure to provide
coverage."
17. AGE DISCRIMINATION: In accordance with the policy("Policy") of the Executive
Branch of the federal government, contractor covenants that neither it nor any officers,
members, agents or employees who engage in the performance of this contract shall, in
connection with such employment, advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
against any person because of their age except on the basis of a bona fide occupational
qualification, retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers,members, agents or employees
acting on their behalf, shall specify in solicitations or advertisements for employees to
work on those 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 that it will fully comply with the Policy and will defend, indemnify
and hold City harmless against any and all claims or allegations filed by third parties
against City arising out of Contractor's alleged failure to comply with the Policy in the
performance of this contract.
18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990("ADA71, 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 or conditions of employment for applicants
for employment with, or current employees of, Contractor. Contractor warrants that it
will fully comply with the ADA's provisions and any other applicable federal, state, or
local laws concerning disability and will defend, indemnify and hold City harmless
SPECIAL INSTRUCTIONS TO BIDDERS
- 10-
against any and all claims or allegations filed by third parties against City arising out of
Contractor's alleged failure to comply with the ADA in the performance of this contract.
END OF SECTION
PW
PO
OW
I
PM SPECIAL INSTRUCTIONS TO BIDDERS
- 11 -
CITY OF FORT WORTH
HIGIMAY CONSTRUCTION
PREVAILING RAGE RATES FOR 2000
rr
ASPHALT RAKER S10.32
ASPHALT SHOVELER 9.75
BATCHING PLANT WEIGHER 9.65
CARPENTER(ROUGH) 13.64
CONCRETE FINISHER-PAVING 10.16
CONCRETE FINISHER HELPER(PAVP•`1G) 9.70
CONCRETE FINISHER-STRUCTURES 13.44
FLAGGER 7.00
FORM BUILDER-STRUCTURES 13.44
FORM SETTER-PAVING&CURB 10.25
FORM SETTER-STRUCTURES 9,75
LABORER-COMMON 7.64
LABORER-UTILITY 8.64
MECHANIC 13.25
SERVICER 10.13
PIPE LAYER 7.35
PIPE LAYER HELPER 6.75
ASPHALT DISTRIBUTOR OPERATOR 11.45
ASPHALT PAVING MACHINE OPERATOR 11.09
CONCRETE PAVING SAW 10.53
CRANE,CLAMSHELL,BACKHOE,DERRICK,DRAGLINE,SHOVEL(<1 '/3 CY) 10.00
CRANE,CLAMSHELL,BACKHOE,DERRICK,DR=.GLI\E,SHOVEL(<1 'V2 CY) 11.52
FRONT END LOADER(2 I/.2 CY&Less) 9.94
FRONT END LOADER(over 2%,CY) 9.32
MILLING MACHINE OPERATOR 8.00
MIXER 11.00
MOTOR GRADER OPEATOR(FINE GRADE) 12.31
MOTOR GRADER OPERATOR 13.75
PAVEMENT MARKING MACHINE 11.00
ROLLER STEEL WHEEL PLANT-MIX PAVEMENTS 9.88
ROLLER,STEEL WHEEL OTHER FLATWHEEL OR TAMPING 12.12
ROLLER,PNEUMATIC,SELF-PROPELLED SCRAPER 8.02
TRAVELING MIXER 10.00
- REINFORCING STEEL SETTER(PAVING) 9.75
TRUCK DRIVER-SINGLE AXLE(LIGHT) 8.00
TRUCK DRIVE TANDEM AXLE SEMI-TRAILER 10.22
TRUCK DRIVER-LOWBOY/FLOAT 10.54
TRUCK DRIVER-TRANSIT MIX 10.63
TRUCK DRIVER-WINCH 9.80
s
kYifl
P R O P O S A L
TO: MR. GARY JACKSON Fort Worth, Texas
City Manager
Fort Worth, Texas
FOR: BRICK PAVEMENT REPAIR (2003-21)
AT VARIOUS LOCATIONS
PROJECT NO. GS93-020930541160
OM
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. The City reserves the right to add, delete or substitute streets in
this contract. The City also reserves the right to increase or decrease
quantities of individual pay items within the contract provided that the total
contract amount remains within plus or minus (f) 25% of the contract award.
The contractor is not entitled to any additional compensation or renegotiation
of individual pay item bid prices.
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
i ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 1 a� Ea. Project Designation Sign
Two-Hundred Dollars &
No Cents Per Ea. 200.00 $ 400.00
104 2 94 C.Y. Remove/Replace Existing 6"
314 Concrete Base (Pavement)
S.P. - A ,, � Dollars & Jo'CD%�
0, � -Cents Per C.Y. $ �
P-1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 3 1,000 S.F. Remove/Replace Existing
Brick P ers (Sidewalk) Q
Dollars &
r-nts Per S.F. s /4. $ ht 35 0
OF
S.P. 4 10,300 S.F. Remove/Replace Existing
Brick Pavers (Pavement) 0 may,
Dollars & y-
enta Per S.F. �
S.P. 5 12,000 S.F. Filling Existing Brick Pavers
Joint (sidewalk and Street)
Dollars & �i
ents Per S.F. S f s�/
S.P. 6 100 S.F. Repair Brick Planter
Border 0
Cents &
Per `� � //
$ f . $ �O
S.P. 7 1000 L.F. Silicone Joint Sealing
Dollars & ! �'
_Cents Per L.F. 6 •9� S ry
TOTAL BID
71,Coo ✓�-
P-2
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 er ce f th' co r c / ,� attached deposit check in the sum
+ of ��0� � � �Lv[ d- �- Dollars ($ Cb�)
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
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 submitted,
Addendum No. 2 (Initials) e- FiG� fr / P
Addendum No. 3 (Initials) :�Xlk
By:
Address:
Ago
Jr
(Seal) ���3
Date: Telephone: GJ�7 7
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+
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a contract as
a low bidder, non-resident bidders(out-of-state contractors whose corporate offices or principal
place of business are outside the state of Texas) bid projects for construction, improvements,
supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a non-resident bidder
in order to obtain a comparable contract in the state in which the non-resident's principal place
of business is located. The appropriate blanks in Section A must be filled out by all out-of-state
or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state
or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Non-resident vendors in (give state), our principal place
of business, are required to be percent lower than resident
bidders by state law. A copy of the statute is attached.
Non-resident vendors in (give state), our principal
place of business are not required to underbid resident bidders.
B. Our principal place of business or corporate offices are in the State of Texas
Bidder:
c'Z P,nw �1'� JCE'�✓ J
Company By (Please Print)
. !
WY
Address Signature
A.J•'Z.. -
City/State/Zip Title (Please Print)
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THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
City of Fort Worth
Minority and Women business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the M/WBE goal Is applicable. If the total dollar
value of the contract is less than$25,000,the M/WBE goal is not applicable.
POLICY STATEMENT
„ It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/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. All requirements and regulations stated in the City's current
Minority and Women Business Enterprise Ordinance apply to this bid.
MNVBE PROJECT GOALS
The City's MBE/WBE 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
.R 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, if goal received by 5:00 p.m.,five(5)City business days after the
is met or exceeded: bid opening date, exclusive of the bid opening date.
2. Good Faith Effort Form and M/WBE received by 5:00 p.m.,five(5)City business days after the
Utilization Form, if participation is bid opening date,exclusive of the bid opening date.
less than stated goal:
3. Good Faith Effort Form if no received by 5:00 p.m.,five(5)City business days after the
participation: bid opening date,exclusive of the bid opening date.
4. 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.
FAILURE TO COMPLY WITH THE CITY'S MfWBE ORDINANCE,WILL RESULT IN THE BID BEING
CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
Any questions,please contact the M/WBE Office at(817)871-6104.
Rev.06119 100
ATTACHMENT 1A
City of Fort Worth Page 1 of 2
Minority and Women business Enterprise Specifications
MBE/WBE UTILIZATION
PRIM OMPANY NAM 3
p � -62�_ ✓�
_x �!!�
P JECT NAME PROJECT NUMBER
- r
CITY'S M/WBE PROJECT GOAL: O M/WBE PERCENTAGE ACHIEVED:
Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department
n or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid
being considered non-responsive to bid specifications.
The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
,misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered
non-responsive to specifications.
Company Name,Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount
Address,and Telephone No. Scope of Work(*) Supplied(*) .-.
U oe 0 �
F Q.m
X
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M/WBEs must be located in the 9(nine)county marketplace or currently doing business in the marketplace at the time of bid.
(*) Specify all areas in which MWBE's are to be utilized and/or Items to be supplied:
I(') A complete listing of items to be supplied is required in order to receive credit toward the M/WBE goal.
Identify each Tier level. Tier: Means the level of subcontracting below the prime contractor/consultant,I.e.,a direct payment
from the prime contractor to a subcontractor is considered 1u tier,a payment by a subcontractor to
Its supplier Is considered 2nd tier.
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE(5)CITY BUSINESS DAYS AFTER BID
OPENING,EXCLUSIVE OF THE BID OPENING DATE
Rev.8/2/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
ATTACHMENT 1A
Page 2 of 2
Cit of Fort Worth
Minority and Women business Enterprise Specifications
MBE/WBE UTILIZATION
Company Name,Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount
Address,and Telephone No. a F Scope of Work(*) Supplied(*) ,rx
i o a �+
z _ m~
The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding
actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that
will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or
mployee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the
contract or debarment from City work for a period of not less than three (3)years and for initiating action under Federal,
State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material
breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work
for a period of time not less than one(1) year.
AL1r#AWs and WBEs MUST BE CERTIFIED BY HE TY BEFOR ONTRACT AWARD
Authorize Si nature Printed Signature
"Title Contact Name and Title(if different)
Company Name Tel hone Number(s)
9th ?- -4113 t
Address Fax Nuiqber
115 E�— —Ko c66 1"0'1'?&0 3
� -®--
7 City/State2ip Code Date
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5)CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev.6/2/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
ATTACHMENT 1B
City of Fort Worth Page 1 of 1
Minority and Women business Enterprise Specifications
6ecc,/ A&j�t, P rime Contractor Waiver
3---
,�, Prime Company Name Project Name 2 )03•? i
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.
Failure to complete this form in its entirety and be received by the Managing Department on or
before 5:00 p.m., five (5) City business days after bid opening, exclusive of the bid opening date,
will result in the bid being considered non-responsive to bid specifications.
Will you perform this entire contract without subcontractors? \ Yes No
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 operational profile of
your business.
Will you perform this entire contract without suppliers? Yes '*"- No
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 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 their company that will substantiate
the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer
or employee of the City.Any intentional and/or knowing misrepresentation of facts will be grounds
for terminating the contract or debarment from City work for a period of not less than three (3)
years and for initiating action under Federal,State or Local laws concerning false statements. Any
failure to comply with this ordinance and creates a material breach of contract may result in a
determination of an irresponsible offeror and barred from participating in City work for a period of
time not less than one(1) year.
9
Authorized Signature Printed Signature
7R;
Title Contact Name (if different)
67 a ?_5 7-7- 159 J
Company Name Contact Telephone Number (s)
$-7/? CQ 64 �'nf.! Lam.. $17-� 22- `T��
Address�• � ,!�'/!S�-� Fax Number
' 7 $0
10 Rev.6/2/98
ATTACHMENT 1C
Page 1 of 3
City of Fort Worth
Minority and Women Business Enterprise
GOOD FAITH EFFORT
03
Prime Company Name 1 Bid Date
L.) lk �� � lea
Project Name Project Number
If you have failed to secure MIWBE participation and you have subcontracting and/or supplier opportunities or if your
MIWBE participation is less than the City's project goal,you must complete this form.
If the bidder's method of compliance with the MIWBE goal is based upon demonstration of a "good
faith effort", the bidder will have the burden of correctly and accurately preparing and submitting
the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy
the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation the facts or intentional discrimination by the bidder.
Failure to complete this form, in its entirety with supporting documentation, and received by the Managing.
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
" will result in the bid being considered non-responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity(DO NOT LIST NAMES OF FIRMS)
which will be used in the completion of this project, regardless of whether it is to be provided by a MIWBE
or non- MIWBE.
(Use additional sheets, if necessary)
List of: Subcontracting Opportunities List of: Supplier Opportunities
Rev.6/2198
ATTACHMENT 1C
Page 2 of 3
2.) Did you obtain a current list of M/WBE firms from the City's M/WBE Office? The list is considered in
compliance, if it is not more than 3 months old from the date of bid opening. /
Yes Date of Listing�/ (� / I
No
3.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed,at
least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened?
r*
Yes If yes, attach M/WBE mail listing to include name of firm and address and a dated
No copy of letter mailed.
4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed, at
least ten calendar days prior to bid opening by tom w e clusive of the day the bids are opened?
Yes If yes, attach list to include name of M/WBE firm, person contacted,
No phone number and date and time of contact.
NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is
used, attach the fax confirmation,which is to provide M/WBE name, date,time,fax number and documentation
faxed.
" NOTE: If a SIC list of M/WBE is ten or less, the bidder must contact the entire list to be in compliance with
questions 3 and 4. If a sic list of M/WBE is more than ten,the bidder must contact at least two-thirds of the list
but not less than ten to be in compliance with questions 3 and 4.
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
plans and specifications in order to assist the MIWBEs?
Yes
-r No
6.) If M/WBE bids were received and rejected,you must:
(1) List the M/WBE firms and the reason(s)for rejection (i.e.,quotation not commercially reasonable,
qualifications, etc.) and
(2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos, bids,
telephone calls, meetings, etc.)
please use additional sheets,if necessafy,and attach.
Company Name Telephone Contact Person Scope of Work Reason for
Rejection
Rev.612198
ATTACHMENT 1C
t
Page 3 of 3
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
MZarticipation on this project.
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment thereof
and any proposed changes to the original arrangements submitted with this bid. The
bidder also agrees to allow an audit and/or examination of any books, records and files
held by their company that will substantiate the actual work performed on this contract, by
_. an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for terminating
the contract or debarment from City work for a period of not less than three (3) years and
for initiating action under Federal, State or Local laws concerning false statements. Any
failure to comply with this ordinance and creates a material breach of contract may result in
a determination of an irresponsible offeror and barred from participating in City work for a
period of time not less than one (1) year.
- The undersigned certifies that the information provided and the MMIBE(s) listed was/were
contacted in good faith. It is understood that any MM/BE(s) listed in Attachment 1C will be
contacted and the reasons for not using them will be verified rbyy-the City's M/WByE Office.
Authorized Signature Printed Signature
Title Contact Name and Title (if different)
Company Name Telephone Number(s)
1 t-7v�L� �� fit'?- 5T1•��3
Address Fax Number
J-IA-1411�1 gills) --F-)Z�-2,466 Z.,rlz&�03
City/State/Zip Date
PW
Rev.6/2/98
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR: BRICK PAVEMENT REPAIR (2003-21)
AT VARIOUS LOCATIONS
PROJECT NO. GS93-020930541160
* 1. SCOPE OF WORK: The work covered by these details and specifications
consists of the removal and replacement of existing brick sidewalk and
street in like kind of damaged historic brick. 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.
Exact locations will be as directed by the Engineer in the field. The
contractor is encouraged to conduct site visits and survey all these
possibilities.
For street locations see list at the back of this document. The City also
reserves the right to increase or decrease quantities of individual pay
items within the contract provided that the total contract amount
remains within plus or minus (t) 25% of the contract award. The
contractor is not entitled to any additional compensation or
renegotiation of individual pay item bid prices.
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.
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.
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 AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH
CENTRAL TEXAS.
.b
" SP1
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 (2) years
from date of final acceptance of this project by the City of Fort Worth and
will be required to replace at his expense any part or all of 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.
This traffic control plan shall be submitted for review to Mr. Charles R.
Burkett, City Traffic Engineer @817-871-8770 at least 10 working days prior
to the pre-construction conference. Although work will not begin until the
traffic control panel has been reviewed the Contractor's time will begin in
accordance with the time frame established in the Notice to the Contractor.
The Contractor will not remove any regulatory sign, instructional sign,
street name sign, or other sign which has been erected by the City. If it
is determined that a sign must be removed to permit required construction,
the Contractor shall contact the Transportation and Public Works Depart-
ment, Signs and Markings Division (phone number 871-7738) , to remove the
sign. In the case of regulatory signs, the Contractor must replace the
permanent sign with a temporary sign meeting the requirements of the above
referenced manual and such temporary sign must be installed prior to the
removal of the permanent sign. If the temporary sign is not installed
correctly or if it does not meet the required specifications, the permanent
sign shall be left in place until the temporary sign requirements are met.
When construction work is completed to the extent that the permanent sign
can be 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.
SP2
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 Administrator
to meet the requirements of the Flood Plain Ordinance of the City of Fort
Worth (Ordinance No. 10056) . All disposal sites must be approved by the
Administrator to ensure the filling is not occurring within a flood plain
without a permit. A flood plain permit can be issued upon approval of
necessary engineering studies. No fill permit is required if disposal
sites are not in a flood plain. Approval of the 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
SP3
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
P 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.
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
satisfaction of the Engineer.
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.
r17. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following
procedures will be followed regarding the subject item on this contract:
r (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 (TU Electric
Service Co.) who will erect temporary mechanical barriers, de-
energize the line, or raise or lower the line. The work done by the
power company shall not be at the expense of the City of Fort Worth.
The notifying department shall maintain an accurate log of such calls
to TU Electric Service Co. and record action taken in each case .
(4) The Contractor is required to make arrangements with the TU Electric
SP4
Service Company for the temporary relocation or raising of high
voltage lines at the Contractor's sole cost and expense.
(5) No person shall work within six feet of a high voltage line without
protection having been taken as outlined in Paragraph (3) .
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.) .
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.
The unit price pre bid will be full compensation for all labor, material,
equipment, tools,and incidentals necessary to complete the work.
SP5
i
A
NON-PAY ITEM NO. 2 - EXISTING UTILITIES/FACILITIES:
It shall be the contractors responsibility to notify the utility companies
that he has commenced work on the project. Upon completion of a street the
contractor shall notify the utilities of this completion and indicate the
start of the next one. The following are utility contact persons:
Company Telephone Number Contact Person
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
PM
The contractor shall protect existing utilities and facilities. Existing
brick pavers that are to remain in place shall be protected with due care.
Any damages to existing utilities and facilities by the contractor shall be
repaired @ the contractor's expense.
PAY ITEM NO. 1 - PROJECT DESIGNATION SIGN:
The Contractor shall construct and install one (1) 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
Fenclosed detail.
The sign shall be constructed of 3/4" fir plywood, grade A-C (exterior) or
better.
These signs shall be installed on barricades or as directed by the
Engineer, and in place at project site upon commencement of construction.
rThe work, which includes the painting of the signs, installing and removing
the signs, furnishing the materials, supports and connections to the
rsupport, and maintenance shall be to the satisfaction of the Engineer.
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 - REMOVE REPLACE EXISTING 6" CONCRETE BASE:
This item shall include the removal and replacement of concrete base as
SP6
directed by the Engineer. At locations where the existing base is to be
removed, the concrete base shall be cut, sawed or scored, so as to maintain
an even, straight pavement cut in connection with the excavation process.
Removal of existing brick pavement for base repair shall be paid for under
Pay Item No.4 Remove and Replace Existing Brick Pavers (sidewalk and
pavement) .
Where the existing concrete base is reinforced, the reinforcement shall be
cut at the centerline of the excavation and bent back to accommodate the
excavation process. The steel shall be thoroughly cleaned and reused if
possible. New steel of same size shall be provided for a 20" lap,and tied.
The removed concrete base shall be loaded into trucks upon removal and
hauled away from the job site as directed by the Engineer. In no case
shall the removed concrete base be stockpiled on the job site.
s
Concrete base shall be replaced with reinforced concrete. Reinforcing
steel required shall be No. 3 bars of 24" C-C both ways. Where existing
reinforcing concrete base surpasses the minimum requirements described
above, it shall be replaced in kind. Said reinforcing steel shall be
anchored by ties to the existing cut steel bars, if any exist. Expansion
joints shall be provided in the base.
The Standard Specifications Item No. 104 "Removing Old Concrete" and Item
No. 314 "Concrete Pavement" shall govern with the following exception:
314.4 "Concrete Mix Design and Control" shall be changed to read, "The
concrete shall be designed for a minimum compressive strength of 3000
pounds per square inch at the age of two (2) days for either Type I or Type
III cement.
The price bid per cubic yard as shown on the proposal will be full payment
for all materials including all labor, equipment and incidentals necessary
to complete the work.
PAY ITEM NO. 3 AND 4 - REMOVE/REPLACE BRICK PAVERS(SIDEWALK & PAVEMENT) :
This item will include the removing and replacement in like kind of damaged
historic brick. Contractor shall match existing brick pavers as directed by
the Engineer and as shown in the enclosed details. Clean up shall be done
at the end of every working day. In no case shall the removed material,
trash, and debris stockpiled on site.
Existing brick pavers may be re-used only if approved by the Engineer.
Existing paving bricks that do not meet the required specifications for re-
use shall be delivered to the City Stock pile yard at 3300 Yuma Street. The
Contractor shall furnish new brick pavers. This item shall be governed by
all applicable provisions of the enclosed details and specifications.
The price bid per square foot as shown in the proposal shall be full
payment for all materials including all labor, new brick, excavation,
equipment and incidentals necessary to complete the work.
SP7
w.
Oft
PAY ITEM NO. 5 - Filling existing brick pavers ioints:
This item is for filling empty joints between existing brick pavers on
sidewalk and on street, and it shall be directed and approved by the
Engineer.
This item shall be governed by all the enclosed masonry paving
specifications, details, and special provisions.
The price bid per square foot as shown on the proposal shall be full
;.E payment for all materials including all labor, equipment and incidentals
necessary to complete work.
PAY ITEM NO. 6 - REPAIR BRICK PLANTER BORDERS:
Loose and missing bricks around existing planter borders shall be repaired
as directed by the Engineer. High bond mortar mix shall be used.
PM Expansion joints shall be installed where applicable.
The price bid per S.F. as shown on the proposal will be full payment for
all materials including all labor equipment, tools and incidentals
necessary to complete the work. This item shall be governed by all the
enclosed masonry paving specifications, details, and special provisions.
PAY ITEM NO. 7 - SILICONE JOINT SEALING:
This item shall include providing and installing joint sealing per attached
details and specification for silicone joint sealing.
The unit price bid per linear feet (L.F.) shall be full payment for all
labor, material, equipment, supplies, and incidental necessary to complete
the work.
END OF SECTION
SP8
s
MASONARY PAVING SPECIFICATIONS
PART l - CF NE RAL
1.01 QUALITY ASSURANCE:
A. installer: Subcontract masonry paving work to a firs with not less
than S years of successful experience in the required type of paving applica-
tion.
S. Saeple Installations Prior to installation of masonry paving work,
fabricate wept* panel using materials, pattern and Joint treatment indicated
for project work, including special features for expansion joints and contiguous
work. Build panel at the site, as directed, of full thickness and approximately
4' x 409 unless otherwise indicated. Provide range of color, texture and work-
aanship to be expected in the completed work. Obtain Architect's acceptance of
visual qualities of the panel before start of masonry paving work. Retain panel
during construction as a standard for judging compieted masonry paving work. Do
not move or destroy sample panel until work is completed.
C. Do not change source of brands for masonry units, setting materials, or
grout during progress of work.
1.02 SUBMITTALS:
A. Product Oata: Submit manufacturer's technical data for each manufac-
tured product, including certification that each product complies with specified
requ i reagents. r
S. Samples:
1. for verification purposes submit the following:
a. Manufacturers testing certification.
b. Masonry paving unit samples for each type of masonry paving
required. Include In each set the full range of exposed color and texture to
be expected in the completed work.
1.03 PRODUCT KANDLING:
A. Protect masonry materials during storage and construction against
netting by rain, snow or ground water and against soilage or Intermixture with
earth or other types of arterials.
8. Protect grout and mortar materials from deterioration by moisture and
temperature. Store in a dry location or in waterproof container. Keep con-
tainers tightly closed and away from open flame. Protect liquid components from
freezing.
1.04 JOB CONDITIONS:
A. Cold weather Protection:
MPS I
1. Frozen Materials: Do not use frozen materials or materials mixed
or coated with ice or frost.
® 2. Frozen Work: Do not build on frozen subgrade or setting beds.
Remove and replace masonry work damaged by frost or freezing.
B. Weather Limitations: Protect masonry against freezing when atmospheric
temperature is 40•F. (4•C) and falling. Heat materials .and provide temporary
protection of completed portions of masonry work. Comply with requirements of
BIA Technical Notes, No 1A, "Cold Weather Masonry Construction - Construction
and Protection Recommendations."
C. Hot Weather Requirements: Protect masonry in hot weather to prevent
® excessive evaporation of setting beds and grout. Provide artificial shade, wind
breaks and use cooled materials, as required.
PART 2 - PRODUCTS
R 2.01 MASONRY PAVING UNITS:
A. Paving Brick: Solid (uncored) brick of modular size, 2-1/4" x 3-5/8" x
7-5/8" except as indicated, complying with ASTM C 216, Type FBS, Grade SW,
except as indicated below.
1. Average Compressive Strength: Not less than 10,500 psi .
2. Cold Water Absorption: Not more than 4% after 24 hour submersion
in cold water.
3. Freezing and Thawing: No breakage and not more than 0.5% loss in
dry weight of any individual unift after 100 cycles of freezing-and-thawing test.
4. Color and Texture: Provide Bennett Blend 2 Velour Solid as manu-
factured by Acme Brick Company or approved equal . Verify to match brick used to
surface Fort Worth Main Street s i dewa l ks aT\& pAUeMe6-r.
2.02 SETTING MATERIALS:
A. The mortar setting bed shall consist of:
1 . 1 part portland cement - ASTM C150, Type 1
2. � part hydrated lime by volume - ASTM C207, Type 5
w
3. 3 parts damp sand - ASTM C144 (for high-bond mortar, gradation in
accordance with additive manufacturer's recommendations) .
4. Add water to obtain stiff mix - water shall be potable quality.
B. The wet mortar Joint filler shall consist of:
MPS-2
ir 1 . 1 part portland cement - ASTM C150, Type 1 .
2. 3 parts dry sand - ASTM C144.
3. Add water to obtain a wet mix.
C. High bond mortar mix shall consist of:
1 . 1 sack portland cement - ASTM C150, Type 1
2. 50 pounds workability additive - "A" Marble Dust by Armco Steel
Corp. , Piqua Quarries, or Ute Dolomite Limestone by U. S. Lime Division of
Flintkote Corp. , or Micro Fill No. 2 by Pure Stone Co. , Marble Falls, Texas.
3• 3� cubic feet of sand - ASTM C144
4. 4 gallons of high bond additive - Sarabond Liquid Mortar Additive
by the Dow Chemical Co.
5. Mix with water in accordance with High Bond Additive manufacturer's
recommendations.
PART 3 - EXECUTION
3.01 INSTALLATION, GENERAL:
A. Concrete surfaces to receive pavers shall be dry, clean, free of oily ,
or waxy films, firm, and level . Pavers shall be set in the patterns shown efrin
the 49-W with uniform tight. %y-inch joints. Pavers with chips, cracks, or
voids shall not be used. The tting bed mixture shall be spread and screeded
to a true plane and shall be limited to that amount that can be covered with
pavers before initial set.
one mock-up sample panel of pavers, 4 feet x 4
pattern (basket weave an in ' pproval . Mock-ups will
be used to judge quali ns ip of comp tion. Joint will
w' a ermined during mock-up construction.
C. Pavers shall be set in 1 - inch layer of neat cement paste over
setting bed. Tamped into full contact with the mortar bed to a level plane. Do
not set large areas of pavers for later leveling. After pavers are set and
{ cleaned free of mortar, -;,' It pnorto.r _ . comple-
tely filling voids. Remove excess dry joint filler mixture and fog surface with
fine water spray. Alignment tolerances maximum are � inch in 20 feet and 3 inch
in 40 feet or more. Surface tolerance shall be at maximum +/- 1/8 inch in 8
feet noncumulative. Tolerances shall be checked continuously as work progresses
so that nonconforming areas can be corrected before mortar sets.
D. All required cutting of pavers to fit shall be done by motor driven
masonry saw with a sharp diamond blade. Exposed broken edges will not be
allowed.
MPS-3
E. A seven day damp cure is required. Barricades shall be emloyed to
restrict traffic during the seven day cure period. After the seven day damp
cure period, clean the surface with stiff brush and brick manufacturer's recom-
mended cleaning solution in increments not exceeding 100 square feet, leaving
surface clean and free of mortar and grout stains.
F. Brick pavers subcontractor shall have at least five years of experience
in brick paving and their previous work will be reviewed by the
Engineer prior to start of brick paving.
G. Alignment and surface tolerances will be checked and enforced. The
Contractor shall make provisions that brick pavers can meet these tolerances as
they are supplied. Imperfections in the brick dimensions and surfaces will not
constitute as reasons to accept inferior paving and the work will be rejected.
H. At the end of each day, paved areas shall be sprayed with a fine mist
of water. The joints shall be filled within three days after the pavers are
set. The paved area shall be sprayed until the joints are filled. Brick sur-
face shall be swept and kept clean at all times in order to avoid penetration of
cement into the brick surface.
" d' J�ect, bgihe. 6nCyu.�e.r
f I . Where plans, 16" reinforced concrete base will be placed
under proposed brick pNe.nnent. Standards Specifications Item 314.4 shall apply
except as hereinafter modified. Design mix shall be modified to read, "The
concrete shall be designed for a minimum C.Orn PRE.SSiJQ, STrerg1}%of 3000 pounds per
square inch at the age of tW o (2) days for either type I or type III cement."
Reinforcina shall consist of No. 3 's at 24" centers each way
Payment will be made at the unit price bid per square foot and shall be full
compensation for the construction of brick pavers and inciden-
tals thereto.
3.02 REPAIR, POINTING, CLEANING AND PROTECTION:
aS &►ro.Cted by tN4. Ert9inee-r
A. Remove and replace masonry paving units which are loose, chipped, bro-
r ken, stained or otherwise damaged, or if units do not match adjoining units as
intended. Provide new units to match adjoining units and install in same manner
as original units, with same joint treatment to eliminate evidence of replace-
ment.
B. Pointing: During tooling of joints, enlarge voids or holes and comple-
tely fill with mortar or grout. Point-up joints at sealant type joints to pro-
vide a neat, uniform appearance, properly prepared to application of sealant.
C. Cleaning: Remove excess mortar/grout from exposed brick surfaces, wash
and scrub clean.
D. Protect masonry paving installations from deterioration, discoloration
f or damage during subsequent constructions and until acceptance of work, in
compliance with recommendations of installer and paving unit manufacturer.
[ - - o 0 o -
1
MPS-4
I
SILICONE JOINT SEALING FOR CONCRETE PAVEMENT:
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIFICATION
for
SILICONE JOINT SEALING
(Revision 2, December 1992)
1. SCOPE
This specification for silicone joint sealing Portland Cement Concrete pavement
and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD
SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and
Item 2.2.10 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION - NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS.
2. DESCRIPTION
This specification for silicone joint sealing shall apply to, but shall not be
limited to, all Portland Cement Concrete street pavement and curbs.
3. MATERIALS
3.1 The silicone joint sealant shall meet Federal Specifications TT-S-001543A
for Class A sealants except as modified by the test requirements for the
Class I, Class II and Class III silicone joint sealants of this
specification. Before the installation of the joint sealants, the
Contractor shall furnish the Engineer certification by an independent
testing laboratory that the silicone joint sealants meet these
requirements.
3.2 The manufacturer of the silicone joint sealant shall have a minimum
two-year demonstrated, documented successful field performance with
Portland Cement Concrete pavement silicone joint sealant systems.
Verifiable documentation shall be submitted to the Engineer. Acetic acid
cure sealants shall not be accepted. The silicone sealant shall be cold
applied.
3.3 Class II: Self-Leveling Silicone Joint Sealant
Class II low-modulus self-leveling silicone joint sealant shall be used
for sealing Portland Cement Concrete pavement "dummy" joints, construction
joints, and expansion joints.
The joint sealant shall be Dow Corning 888-SL self-leveling silicone joint
sealant as manufactured by Dow Corning Corporation, Midland, MI
48686-0994, or Crafco Roadsaver Silicone SL Sealant No. 34903 as
�b manufactured by Crafco Corporation, Chandler, AZ 85226, or an approved
■ equal.
Table II: Self-Leveling Silicone Joint Sealant
1
ss
Test Method Test Requirement
AS SUPPLIED
... Non Volatile Content, % min. 93 to 95
MIL-S-8802 Extrusion Rate, grams/minute 100 to 600
ASTM D 1475 Specific Gravity 1.290 to 1.390
.. . Skin-over Time, minutes max. 60
Cure Time, days 14 to 21
Full Adhesion, days 14 to 21
AS CURED - AFTER 21 DAYS AT 25C (77F) AND 50% RH
ASTM D 412, Die C Elongation, % min. 1300
ASTM D 412, Die C Modulus @ 150% Elongation, psi 13 to 30
ASTM C 719 Movement, 10 cycles @ + 100/-50% No Failure
ASTM D 3583 Adhesion to Concrete, % Elongation min. 550
(Sect. 14 Mod. )
ASTM D 793 Accelerated Weathering, @ 5,000 hrs. No Bond Loss
3.4 The joint filler stop shall be of a closed cell expanded polyethylene foam
backer rod and polyethylene bond breaker tape of sufficient size to
provide a tight seal. The back rod and breaker tape shall be installed in
the saw-cut joint to prevent the joint sealant from flowing to the bottom
of the joint. The backer rod and breaker tape shall be compatible with the
silicone joint sealant and no bond or reaction shall occur between them.
Reference is made to the "Construction Detail" sheet for the various joint
details with their respective dimensions.
4. TIME OF APPLICATION
On newly constructed Portland Cement Concrete pavement, the joints shall be
initially saw cut to the required depth with the proper joint spacing as shown on
the "Construction Detail" sheet or as directed by the Engineer within 12 hours of
the pavement placement. (Note that for the "dummy" joints, the initial 1/4 inch
width "green" sawcut and the "reservoir" saw cut are identical and should be part
of the same saw cutting operation. Immediately after the saw cutting pressure
water washing shall be applied to flush the concrete slurry from the freshly saw
cut joints. ) The pavement shall be allowed to cure for a minimum of seven (7)
days. Then the saw cuts for the joint sealant reservoir shall be made, the joint
f cleaned, and the joint sealant installed. During the application of the joint
sealant, the weather shall not be inclement and the temperature shall be 40F (4C)
and rising.
5. EQUIPMENT
5.1 All necessary equipment shall be furnished by the Contractor. The
Contractor shall keep his equipment in a satisfactory working condition
and shall be inspected by the Engineer prior to the beginning of the work.
The minimum requirements for construction equipment shall be as follows.
5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to
complete the joint sawing to the required dimensions.
5.3 High Pressure Water Pump: The high pressure cold water pumping system
shall be capable of delivering a sufficient pressure and volume of water
2
r
to thoroughly flush the concrete slurry from the saw-cut joint.
5.4 Air Compressors: The delivered compressed air shall have a pressure in
excess of 90 psi and 120 cfm. There shall be suitable traps for the
removal of all free water and oil from the compressed air. The blow-tube
shall fit into the saw-cut joint.
5.5 Extrusion Pump: The output shall be capable of supplying a sufficient
volume of sealant to the joint.
5.6 Injection tool: This mechanical device shall apply the sealant uniformly
into the joint.
5.7 Sandblaster: The design shall be for commercial use with air compressors
as specified in Paragraph 5.4.
5.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and
free of contamination. They shall be compatible with the joint depth and
width requirements.
6. CONSTRUCTION METHODS
6.1 General: The joint reservoir saw cutting, cleaning, bond breaker
installation, and joint sealant placement shall be performed in a
continuous sequence of operations.
6.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown
on the "Construction Detail" sheet. The faces of the joints shall be
uniform in width and depth along the full length of the joint.
6.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry
shall be completely removed from the joint and adjacent area by flushing
with high pressure water. The water flushing shall be done in
one-direction to prevent joint contamination.
When the Contractor elects to saw the joint by the dry method, flushing
the joint with high pressure water may be deleted. The dust resulting from
AM the sawing shall be removed from the joint by using compressed air.
After complete drying, the joints shall be sandblasted. The nozzle shall
be attached to a mechanical aiming device so that the sand blast will be
directed at an angle of 45 degrees and at a distance of one to two inches
from the face of the joint. Both joint faces shall be sandblasted in
separate, one directional passes.
Upon the termination of the sandblasting, the joints shall be blown-out
using compressed air. The blow tube shall fit into the joints.
The blown joint shall be checked for residual dust or other contamination.
If any dust or contamination is found, the sandblasting and blowing shall
be repeated until the joint is cleaned. Solvents will not be permitted to
remove stains and contamination.
Immediately upon cleaning, the bond breaker and sealant shall be placed in
the joint. Open, cleaned joints shall not be left unsealed overnight.
3
.m .
Bond Breaker Rod and Tape: The bond breaker rod and tape shall be
installed in the cleaned joint prior to the application of the joint
sealant in a manner that will produce the required dimensions.
6.5 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint
sealant shall be applied using the mechanical injection tool. The joint
sealant application shall not be permitted when the air and pavement
temperature is less than 40F (4C) . Joints shall not be sealed unless they
are clean and dry. The sealant surface' shall be tooled (if a
non-self-leveling silicone joint sealant is used) to produce a slight
concave surface approximately one-quarter inch (1/411) below the pavement
surface. The tooling shall be accomplished before a skin forms on the
surface of the sealant. The use of soap or oil as an aid in tooling shall
not be allowed.
Unsatisfactorily sealed joints shall be refilled. Excess sealant left on
the pavement surface shall be removed and discarded and shall not be used
to seal the joints. The pavement surface shall present a clean final
condition. f
Traffic shall not be allowed on the fresh sealant until it becomes
tack-free.
Approval of Joints: A representative of the sealant manufacturer shall be
present at the job site at the beginning of the final cleaning and sealing
of the joints. He shall demonstrate to the Contractor and the Engineer the
acceptable method for sealant installation. The manufacturer's
representative shall approve the clean, dry joints before the sealing
operation commences.
7. WARRANTY
The Contractor shall provide the Engineer a manufacturer's written guarantee on
all joint sealing materials. The manufacturer shall agree to provide any
replacement material free of charge to the City. Also, the Contractor shall
provide the Engineer a written warranty on all sealed joints. The Contractor shall
agree to replace any failed joints at no cost to the City. Both warranties shall
be for two years after final acceptance of the completed work by the Engineer.
8. METHOD OF MEASUREMENT
The silicone joint sealing will be measured as the number of linear feet (L.F. )
of satisfactorily completed joint sealing.
9. BASIS OF PAYMENT
Payment will be made at the Contract Bid Item unit price bid per linear foot
(L.F. ) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of
shall be full compensation for furnishing all materials and for all preparation,
delivery, and application of those sealing materials and for all labor, equipment,
tools and incidentals necessary to complete the silicone joint sealing in
a„ conformity with the plans and these specifications.
END OF SECTION
4
EQ- inm yA Cch Pride
v a.a u a y
List of equipment owned by Bidder that is in serviceable condition and available for use
Op
Portions of work bidder proposes to sublet in case of Award of Contracts including amount and type:
AM
xuerience Record
List of projects your organization has successfully completed:
M AMOUNT OF TYPE OF WORK DATE NAME AND ADDRESS
CONTRACT AWARD ACCEPTED OF OWNER
W. e
Z
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
1d3 M
J0 /03 Ci. of co .u
U?W.5i, 61-> 1—Z-
List Surety Bonds in Force on above incomplete word.:
AMOUNT OF TYPE OF WORK AMOUNT OF BOND NAME AND ADDRESS
CONTRACT AWARD BOND OF OWNER
�54.Le0 X40
Poo .....................
..................
. ................
. . ........ ..........
A CORD 0:`,:F-i---l-l---ll-'-1 U."
0
9/29/03
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
JAY S. LYDA INSURANCE AGENCY ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
2520 HARWOOD RD. , STE 500 I COMPANIES AFFORDING COVERAGE
BEDFORD, TEXAS 76021 COMPANY
A FARMERS INSURANCE GROUP
INSURED COMPANY
C GREEN SOAPING, LP B AIG INSURANCE CO
8917 CARDINAL LN. COMPANY
NRH, TEXAS 76180 C
COMPANY
..................................... D ......
;:............. ... ..............................................
...........
. ...................
.....................X.
..........
...........
THIS IS TO CERTIFY THAT 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
LTR DATE(MMIDD/M DATE(MM/DDIYY)
GENERAL LIABILITY GENERAL AGGREGATE s2, 000, 000
X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG s2, 000, 000
—1 CLAMS MADE 191 OCCUR PERSONAL&ADV INJURY $1, 000 , 000
+ OWNER'S&CONTRACTOR'S PROT 6900 66 55 05/13/03 05/13/04 EACH OCCURRENCE $1, 000, 000
X PER PROJECT AG GREGATE FIRE DAMAGE(Any one fire) $ 50, 000
M ED EXP(Any one person) S 5, 000
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $
ANY AUTO 1, 000, 000
X ALL OWNED AUTOS BODILY INJURY
X SCHEDULED AUTOS (Per person)
A X HIRED AUTOS 6920 19 74 05/13/03 05/13/04 BODILY INJURY
X NON-OWNED AUTOS (Per accidenQ
Tm —I PROPERTY DAMAGE S
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S
ANY AUTO OTHER THAN AUTO ONLY:
EACH ACCIDENT S
I AGGREGATE S
EXCESS LIABILITY EACH OCCURRENCE s2, 000, 000
A X UMBRELLA FORM 6920 20 31 05/13/03 05/13/04 AGGREGATE s2 , 000, 000
OTHER THAN UMBRELLA FORM S
H-
WORKERS COMPENSATION AND �XTWQCRY�STLI I I OETR
EMPLOYERS'LIABILITY EL EACH ACCIDENT $1, 000, 000
B THE PROPRIETOR/ INCL WC783 62 35 09/13/03 09/13/04 EL DISEASE-POLICY LIMIT $1, 000, 000
PARTNERS/EXECUTIVE
OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $1, 000, 000
OTHER
A INSTALL FLOATER 6900 66 55 05/13/03 05/13/04 PER LOC $ 500, 000
PER OCC $ 500, 000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED. INCLUDES WAIVER OF
SUBROGATION ON WORK COMP IN FAVOR OF CERTIFICATE HOLDER.
JOB: BRICK PAVEMENT REPAIR VARIOUS LOCATIONS
............... ......
...........
............... ......
--- -------- ft Mbw
...........................
..........I............... . ...... .. ........ ...........
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
CITY OF FT WORTH EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
1000 THROCKMORTON ST 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
FT WORTH, TEXAS 76102 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON COMPAUY ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATI
................ ................... ..... .... . .......................
..........
.... .............. ......
-ma 0*.
. ....... .. .......
OCT-28-2003 TUE 12:59 PM TRANSPORTATION PUBLIC A FAX NO. 817 871 8092 P. 02
CONTRACTOR COMPLIANCE WITH
WORKERS'COMPENSATION LAW
Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it
provides workers' compensation insurance coverage for all of Its employees employed on City
of Fort Worth Project Brick Pavement Repair 2003-21 at Various Locations and City of
Fort Worth Project No. GS93-020930541160.
CONTRACTOR:
C. Green ca in
By:
Name: Cathleen Ruiz
President of C. Green Enterprise, Inc.,
Title: its General Partner
_ Date:
T T�
STATE OF TEXAS §
_ §
COUNTY OF TARRANT §
Before me, the undersigned authority, on this day personally appeared Cat lean Ruiz
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 C.Omen Scaaino. LP
for the purposes and consideration therein expressed and in the capacity therein stated.
Given Under My Hand and Seal of Office t s day of 04• ' 2003.
Notary Public in and for the State of Texas
� uuuy
DARLENE M. RAVEN
it Notary Public,State of Texas
My Commission Expires
March 21,2007
i
BOND#561400P
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) C. Green Scaoina, LP , as Principal herein, and (2)
DEVELOPERS SURETY&INDEMNITY COMPANY a
corporation organized under the laws of the State of (3) IOWA ,
and who is authorized to issue surety bonds in the State of Texas, Surety herein, are
held and firmly bound unto the City of Fort Worth, a municipal corporation located in
Tarrant and Denton Counties, Texas, Obligee herein, in the sum of One Hundred
Seventv One Thousand, Six Hundred Dollars and No Cents Dollars ( $171,600.00 )
for the payment of which sum we bind ourselves, our heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has entered into a certain written contract with the Obligee
dated the 9th day of September , 2003, a copy of which is attached hereto and
made a part hereof for all purposes, for the construction of BRICK PAVEMENT
REPAIR 2003-21 AT VARIOUS LOCATIONS Project No. GS93-020930541160.
NOW, THEREFORE, the condition of this obligation is such, if the said Principal
shall faithfully perform the work in accordance with the plans, specifications, and
contract documents and shall fully indemnify and hold harmless the Obligee from all
costs and damages which Obligee may suffer by reason of Principal's default, and
reimburse and repay Obligee for all outlay and expense that Obligee may incur in
making good such default, then this obligation shall be void; otherwise, to remain in full
force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of
the Texas Government Code, as amended, and all liabilities on this bond shall be
determined in accordance with the provisions of such statute, to the same extent as if it
were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal
and the Surety have executed this instrument.
SIGNED and SEALED this 9th day of September , 2003.
C.GREEN SCAPING, LP.
PRINCIPAL
ATTEST: By: qh,�
040kW Name: CATHLEEN RUIZ
(Principal) Secretary president of C.Green Enterprise,Inc.,
Title: its General Partner
(S L) "" ddress: 8917 CARDINAL LN.
o."'°. KELLY ANN CO OHEN
No Public,State of Texas NRH,TEXAS 76180
Y ommission Expires
'r June 30, 2007
n v�
Witness as to Principal
DEVELOPERS SURETY& INDEMNITY CO.
SURETY
ATTEST: By:
Name: JAYS. LYDA
Secr ry Attorney in Fact
(SEA ) Address: 2520 HARWOOD RD.,SUITE-500
BEDFORD,TEXAS 76021
Witness as to Surety Telephone Number: (817)868-5566
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
BOND#561400P
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) C. Green Scapinq, LP , as Principal herein, and
(2) DEVELOPERS SURETY&INDEMNITY COMPANY
a corporation organized and existing under the laws of the State of (3) IOWA ,
as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation
located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of One
Hundred Seventy One Thousand, Six Hundred Dollars and No Cents Dollars
($171.600.00) for the payment whereof, the said Principal and Surety bind themselves
and their heirs, executors, administrators, successors and assigns, jointly and severally,
firmly by these presents:
WHEREAS, the Principal has entered into a certain written contract with the
Obligee dated the 9th day of September , 2003, which contract is hereby referred
to and made a part hereof as if fully and to the same extent as if copied at length, for the
following project: BRICK PAVEMENT REPAIR 2003-21 AT VARIOUS LOCATIONS
Proiect No. GS93-020930541160.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if
the said Principal shall faithfully make payment to each and every claimant (as defined
in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in
the prosecution of the work under the contract, then this obligation shall be void;
otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of
the Texas Government Code, as amended, and all liabilities on this bond shall be
determined in accordance with the provisions of said statute, to the same extent as if it
were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal
and the Surety have executed this instrument.
SIGNED and SEALED this 9th day of September , 2003.
�. GRE€11 SCAPING, LP.
PRINCIPAL
ATTEST: By:
Name: CATHLEEN RUIZ
(Principal)o retary President of C. Green Enterprise, Inc.,
Title: its Genera Partner
rtner
KELLY ANN COHEN
(S A ) _ Notary Public,State of Texas Address: 8917 CARDINAL LN.
My Commission Expires
June 30,2007 NRH,TEXAS 76180
Witn s as to Principal 7
DEVELOPERS SURETY&INDEMNITY CO.
SURETY
ATTEST: By:
Name: JAYS. LYDA
Secretary Attomey in Fact
(S A L) Address: 2520 HARWOOD RD.,SUITE 5Q0
BEDFORD,TEXAS 76021
Witness as to Surety Telephone Number: (817)868-5566
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attomey-in-Fact.
The date of bond shall not be prior to date of Contract.
BOND#561400P
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL BY THESE PRESENTS:
That C. Green Scaring, LP ("Contractor'), as principal, and,
DEVELOPERS SURETY&INDEMNITY COMPANY a
corporation organized under the laws of the State of IOWA ("Surety"), do hereby
acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation
chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum
of One Hundred Seventy One Thousand, Six Hundred Dollars and No Cents Dollars (5171.000.00)
lawful money of the United States, for payment of which sum well and truly be made unto said City and its
successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators,
assigns and successors,jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth,
dated the 9th of September , 20 03, a copy of which is hereto attached and made a part hereof, for the
performance of the following described public improvements: BRICK PAVEMENT REPAIR 2003-21 AT
VARIOUS LOCATIONS the same being referred to herein and in said contract as the Work and being
designated as project number(s) GS93-020930541160 and said contract, including all of the specifications,
conditions, addenda, change orders and written instruments referred to therein as Contract Documents being
incorporated herein and being made a part hereof; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work
that it will remain in good repair and condition for and during a period of after the date of the final acceptance of
the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term
of 2 (Two)Years _; and
WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time
within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be
necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or
reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be
null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and
the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said
Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is exhausted.
IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each of which shall be
deemed an original, this 9th day of September , A.D. 2003.
C. GREEN SCAPING, L.P.
PRINCIPALL'(l / J
ATTEST: By:
Name: CATHLEEN RUI
(Principal) Secrets President of C.Green Enterprise, Inc.,
Title: . a its General Partner
KELLY ANN COHEN
(S L) _° 1 Notary Public,State of Texas Address: 8917 CARDINAL LN.
My Commission Expires
tune 30,2007 NRH J TEXAS 76180
Wit s as to Principal
DEVELOPERS SURETY&INDEMNITY CO.
SURETY
ATTEST: By:
Name: JAY S. LYDA
Secretary Attorney in Fact
(S A ) Address: 2520 HARWOOD RD., SUITE 500
BEDFORD,TEXAS 76021
wi
Witness as to Surety Telephone Number: (817)868-5566
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety,
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of Power of
Attorney shall be attached to Bond by the Attomey-in-Fact.
The date of bond shall not be prior to date of Contract.
POWER OF ATTORNEY FOR BOND#561400P
DEVELOPERS SURETY AND INDEMNITY COMPANY
PO BOX 19725,IRVINE,CA 92623•(949)263-3300
www.inscoDico.com
KNOW ALL MEN BY THESE PRESENTS,that except as expressly limited,DEVELOPERS SURETY AND INDEMNITY COMPANY does hereby make,
constitute and appoint:
***Jay S. Lyda, jointly or severally***
as its true and lawful Attorney(s)-in-Fad,to make,execute,deliver and acknowledge,for and on behalf of said corporation as surety,bonds,undertakings and
contracts of suretyship giving and granting unto said Attomcy(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper
to be done in connection therewith as the corporation could do,but reserving to the corporation full power of substitution and revocation,and all of the acts of
said Attorney(s)-in-Fact,pursuant to these presents,are hereby ratified and confirmed.
This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of
DEVELOPERS SURETY AND INDEMNITY COMPANY effective as of November 1,2000:
RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby is,
authorized to execute Powers of Attorney,qualifying the Altorney(s)-in-Fact named in the Powers of Attorney to execute,on behalf of the corporation,bonds,
undertakings and contracts of suretyship;and that the Secretary or any Assistant Secretary of the corporation be,and each of them hereby is,authorized to
attest the execution of any such Power of Attorney;
RESOLVED,FURTHER,that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by
facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and
in the future with respect to any bond,undertaking or contract of suretyship to which it is attached.
IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY has caused these presents to be signed by its respective Executive
Vice President and attested by its Secretary this 7th day of November.2001.
..............,
r `I„AND
By ;�yJ,4�PPORgl�.�jy
David H.Rhodes,Executive Vice President y: .
c yc; OCT. �5�c 2
0 1936 ;=
By: . d7;i'• �0W.. .••�aa,.
Walter A.Crowell, Secretary
STATE OF CALIFORNIA )
)SS.
COUNTY OF ORANGE )
On November 7,2001,before me,Antonio Alvarado,personally appeared David H. Rhodes and Walter A.Crowell,personally known to me(or
proved to me on the basis of satisfactory evidence)to be the persons whose names are subscribed to the within instrument and acknowledged to me that they
executed the same in their authorized capacities,and that by their signatures on the instrument the entity upon behalf of which the persons acted,executed the
instrument.
WITNESS my hand and official seal
ANTONIO ALVARADO
p COMM.#1300303 f
_ p Notary Public-California
3 i ORANGE COUNTY
Signature MY Comm.Expires APRIL 10,2005
CERTIFICATE
The undersigned,as Chief Operating Officer of DEVELOPERS SURETY AND INDEMNITY COMPANY,does hereby certify that the foregoing
Power of Attorney remains in full force and has not been revoked,and furthermore,that the provisions of the resolution of the respective Boards of Directors
of said corporation set forth in the Power of Attorney,is in force as of the date of this Certificate.
This Certificate is executed in the City of Irvine,California,the 29TH day of SEPTEMBER 2003
B Y C/a 4
David G.Lane,Chief Operating Officer
ID-1438(DSI)(11/01)
4G�
0 0 0
DISCLOSURE RIDER
Terrorism Risk Insurance Act of 2002
The Terrorism Risk Insurance Act of 2002 created a three-year program
under which the Federal Government will share in the payment of covered losses
caused by certain events of international terrorism. The Act requires that we
notify you of certain components of the Act, and the effect, if any, the Act will
have on the premium charged for this bond.
Under this program, the Federal Government will cover 90% of the
amount of covered losses caused by certified acts of terrorism, as defined by the
Act. The coverage is available only when aggregate losses resulting from a
certified act of terrorism exceed $5,000,000.00. Insurance carriers must also meet
a variable deductible established by the Act. The Act also establishes a cap of
$1,000,000,000.00 for which the Federal Government or an insurer can be
responsible.
Participation in the program is mandatory for specified lines of property
and casualty insurance, including surety insurance. The Act does not, however,
create coverage in excess of the amount of the bond, nor does it provide coverage
for any losses that are otherwise excluded by the terms of the bond, or by
operation of law.
No additional premium has been charged for the terrorism coverage
required by the Act.
Developers Surety and Indemnity Company
Indemnity Company of California
17780 Fitch
Irvine,CA 92614
(949)263 3300
www.inscodico.com
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 9"' day of September , 20 03 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
C. Green Scaping, LP 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:
BRICK PAVEMENT REPAIR 2003-21
AT VARIOUS LOCATIONS
Designated as project number, GS93-0209305411 EO
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the
City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto
attached and made a part of this contract the same as if written herein.
C-1
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 $ 210.00 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
WA 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
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
ne_gli_gence or alleged nepftence of Owner, its officers, servants, or employees. Contractor
iik.ewise 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
C-2
property of the Owner arising from the performance of any of the terms and conditions of this
Contract, whether or not any such iniury or damage is caused in whole or in part by the
negligence or alleged ne_glkgence 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
Texas Government Code Section 2253, 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.
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
ONE HUNDRED SEVENTY ONE THOUSAND, SIX HUNDRED DOLLARS
AND NO CENTS
$171,600.00
C-3
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 goveming all matters affecting this Contract, and the Contractor
agrees to fully comply with all the provisions of the same.
IN WITNESS 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.
CA
Done in Fort Worth, Texas, this the 9" day of September , 20 03 .
RECOMMENDED: TY OF RT WORT
aw
r k +
DIRECTOR, DEPARTMENT OF ASSISTA CITY N&NAGER
ENGINEERING
APPROVED:
—
�s
DIRECTOR, TRANSPORTATION AND
PUBLIC WORKS
• ATTEST:
(Contractor
C.Green Scaping, LP acting by &
through its General Partner
C. Green Enterprise, Inc. CI SECRETARY
/ (SEAL)
BY:
(Representati ) P7 lqlq"3-
Contr Authorization
President of C. Green Enterprise, Inc. 103
(TITLE) Daze
,. X APPROV D AS-TO FORM &
(Address) LEGAL
(City/State/Zip) AS IST NT CITY ATTORNEY
November 1960
Revised May 1986
Revised September 1992
Revised January 1993
Revised April 1999
Revised June 1999
Revised June 2001
C-5
� 3
q , _0 „
1 ' -5 "
-- PMS 288 [BLUE)
btu Tr O T
G - ---- .
PMS 167 (COPPER)
G
N
STREET MAINTENANCE PROGRAM
Ln
CONTRACTOR ' S NAME L
Ln TELEPHONE NUMBER
PROJECT DESIGNATION SIGN
DAGED BR
CURB/ AS
GUTTER DETAMERMINED BY ICKS THE ENGINEER
IN THE FIELBRICKS TO D TO BE REPLACED
WITH FULL
z
ORIGINAL DESIGN AND AS
PER SPEC
NOT TO SCALE
PLAN
WIDTH INSIDE OF CURB TO ADJOINING BUILDING
BUILDING OR ADJOINING
SIDEWALK VARIES OR SIDEWALK SLAB
(GENERALLY 16'-6")
2-1/4" THICK TYPICAL SLOPE 1/4"/l'
BRICK PAVERS --A
EXPANSION
SEALED 1/2
ARE
TO BE REPAIRED SEALED
JOINT 'A .'SAWCUT SAWCUT EXPANSION
JOINT-. JOINT
CURB/
GUTTER. ----- -
--------------
----------
0000 V. MORTAR BEDii
4" REINFORCED CONC.
BASE SLAB •3 0 18" O.C,B.W. 2" SAND CUSHION
OR APPROVED SUB-
APPROX.LOC I 17
0 � GRADE
EXISTING CONDUITS FOR SECTION
STREET LIGHTING AND
SPRINKLERS
DATE: 7/10/00 FoPTWOPTH TYPICAL SECTION REPAIR
BRICK SIDEWALK
CITY OF FORT WORTH,TEXAS
TRANSPORT ATION/PUBLIC WORKS
Rev. ENGINEERING DIVISION
DRAWING NAME: BRICKSIDEWALK.DGN
-
�_.
I I i i I
Lam_
� ' I
1
: I
j L-
_. _
DAMAGED BRICKS AS PLAN SAWCUT NOT TO
DETERMINED BY THE SCALE
ENGINEER IN THE FIELD TO
BE REPLACED WITH
FULL BRICKS TO ORIGINAL
EXISTING DESIGN AND AS PER SPEC
ROADWAY REINFORCING
SAWCUT PER SPECS. SAWCUT
--------- -\---------- ---,----
--1----..-L---------- ----------- p ----- -- --L--�--�---�-- --J--�-
v v v
v -, v v � v
-------°--------------------- ---------------------------
EXISTING 6• SECTION
CONCRETE BASE TO
BE REPLACED WHERE
REQ'D BY ENGINEER
AND AS PER SPEC
Date: 6/30/00 FO R T O TYPICAL PAVEMENT SECTION
R TH REPAIR - BRICK SURFACE &
REINFORCED CONCRETE BASE
CITY OF FORT WORTH,TEXAS
Rev. TRANSPORTATION/PUBLIC WORKS
ENGINEERING DIVISION Drawing Name:brickreplace.dgn
PROFILE GRADE LINE
AT FACE OF CURB
SEE PLANTER DETAIL
BRICK PAVERS
�uf�Y%/'�fl� / E 10•
BRICK PAVERS
Yr ,ti
;E CONCRETE BASE
BEDDING CRSE.
3 erg"0.(.i3AJ• SAND,BACKFILL'r�
COMPACTED SUBGRA DE - TRAFFIC a •:3•_,! ° "'a ._'_ G'.., 0>
2° SAND CUSHION •r ITS - '�" (CONCRETE��,'�,.
IRRIGATION LINE - —
SEE EXPANSION JOINT DETAIL)
WALK SPECIAL CONC. CURB'09 GUTTER PAVEMENT
M AItJ STRC-c-T TYPICAL DETAILS
^— SCALE: I%2 - I`-0"
SENNETT BLEND
TWO MODULAR(VELURE)
SIDEWALK BRICK PAVERS SE HIGH BOND I 7W I II%2
NO GROUT MOTAR MIX
_p BEDDING CRSE, � �— TYPICAL CONC.CURB(SEE DETAIL
---may g.,l�
c,.\:.� - #3 18"ac�W %a:: :o: •.� _- ----"-_---
2°SAND CUSHION ...:.{. ..::.:.::.:.:
4"CCNC.BASE ,
• SAND BACKPIIL
TYPICAL_ PLANTER DETAIL
SCALE: I"=1'-0"
t
r
NZ
Il CON1; �tllNj
SEALANT
BRICK OR CONC. BRICK OR CONG
BACKER ROD FIBERBOARD FILLER
r
EXPANSION JOINT DETA L
r ' ' SCALE: 1 1
/2
r
f
9
IZ OR BLDG.
LINE 16.5
A�. uj
;n.
a� Ir
1 c. U)
1....!_ -5-1--1-
BENNETT BLEND
TWO MODULAR (VELURE) ..Lr_r -1
E_:5_ _ _ --7-r��=- -1
a
1- 6
00 �.
y�pP
r,
e NOTE:CONC.BASE UNDER
WALKS ALONG EACH
C B. RADIUS TO BE
-: INCREASED TO 6'
FOR A DISTANCE OF
2'BEH IND BACK OF
CURBS.
B� R ti1P
EXIST. CB. 6► GUTTER ca c6,
U
( TYPICAL SIDE STREET
TYPICAL SIDEWALK RAMP DETAIL
um
9-2-80 REVISED RAMP LENGTH
AND BRICK PATTERN
r
R CR BL DG. LIr:E -Z
I
J
w
5.0' w
-15.5 R.P. U)
1=/F- USUAL
TRONSITION FROM MAIN ST CL'RF SECTION
-
TO EXIST i t�rRf3 i r-.;iiJ THIS =A Lr! � .S-
SPECIFIED OTHERWISE IN Tri_ PLANS.
( T YPICAL SIDE STREET )
r"LOPE DIAGRAM tl- RAMPS
15' nADIUS
SCALE: I"=5.0'
s
BRICK MAINTENANCE (2003-21)
PRIORITY STREET FROM TO TYPE MAP CA
I W 9TH ST MAIN ST HOUSTON ST BRICK MAINT 77A 9
1 E 9TH ST MAIN ST COMMERCE ST BRICK MAINT 77A 9
2 COMMERCE ST E 01ST ST E 03RD ST BRICK MAINT 63W 9
3 E 2ND ST MAIN ST CALHOUN ST BRICK MAINT 63W 9
4 E 3RD ST MAIN ST COMMERCE ST BRICK MAINT 63W 9
5 CAL14OUN ST E 2ND ST E 3RD ST BRICK MAINT 63W 9
6 HOUSTON ST W 2ND ST W 4TH ST BRICK MAINT 62Z 9
7 E 8TH ST MAIN ST COMMERCE ST BRICK MAINT 77A 9
8 MAIN ST W WEATHERFORD ST W 9TH ST BRICK MAINT 63W 9
9 CAMP BOWIE BLVD BOLAND ST HULEN ST BRICK MAINT 75D 7
10 S MAIN ST(BRIDGE) OVER BN&SF R/R BRICK MAINT 77N 9
11 EAGLE PKWY @ HERITAGE PKWY BRICK MAINT 7D 2
- Thursday,May 22,2003