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H.M.A.C. SURFACE OVERLAY (2005-14)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 4774
TPW PROJECT NO. GS93-020930522770
2005
MIKE MONCRIEF
MAYOR
CHARLES R. BOSWELL
CITY NS�NAGER
ROBERT D. GOODE, P.E., DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS R.ADEMAKER, P.E., DIRECTOR
DEPARTMENT OF ENGINEERING
PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ENGINEERING COORDINATION �
EXHIBIT "A"
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City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 5/3/2005
DATE: Tuesday, May 03, 2005
LOG NAME: 20HMAC05-14 REFERENCE NO.: **C-20689
SUBJECT:
Authorize Execution of Contract with Peachtree Construction, Ltd. for HMAC Surface Overlay 2005-
14 at Various Locations
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Peachtree
Construction, Ltd in the amount of $620,090.00 for 65 working days for HMAC Surface Overlay 2005-14 at
various locations.
DISCUSSION:
In the FY2004-2005 Contract Major Maintenance Program, various types of street maintenance techniques
are grouped into specific contract packages. HMAC (hot mix asphaltic concrete) Surface Overlay 2005-14
at various locations provides for surface and base rehabilitation, curb, gutter and valley gutter
replacements for asphalt streets funded from the Contract Street Maintenance Fund.
The funding for this project was appropriated under M&C G-14677 on February 8, 2005.
The attached list details the limits for each of the streets for this project.
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 for bid in the Commercial Recorder on February 3 and 10, 2005. On March
10, 2005, the following bids were received:
BIDDERS
Peachtree Construction, Ltd
JLB Contracting, LP
JRJ Paving, LP
All-Tex Paving, Inc.
APAC-Texas, Inc.
AMOUNT
$620, 090.00
$622, 789.00
$662,131.00
$682, 075.00
$741,025.00
Peachtree Construction, Ltd is in compliance with the City's M/V1/BE Ordinance by committing to 2%
M/WBE participation and documenting good faith effort. Peachtree Construction, Ltd identified several
subcontracting and supplier opportunities. However, the M/WBEs contacted in the areas identified did not
submit the lowest bids. The City's goal on this project is 18%.
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This project is located in COUNCIL DISTRICT 8.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the
Contract Street Maintenance Fund and the Street Improvements Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
GS93 541200 020930522770 $612,690.00
C115 541200 020115033135 $7,400.00
Submitted for City Manager's Office b�
Originating Department Head:
Additional Information Contact:
Marc Ott (8476)
Robert Goode (7804)
George Behmanesh (7914)
SP�CIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
H.M.A.C. SIIRFACFs OVERLAY (2005-14)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 4774
TPW PROJECT NO. GS93-020930522770
2005
� / • /
/ -'�-s � � L, �
A. DOUGLAS RADEMAKER, P.E. DATE
DIRECTOR, DEPARTMENT OF ENGINEERING
� ��la�
GEORGE A. BSHMANESiI, P.E. DATE
ASSISTAN'P DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DSPARTMENT
. � I ��O`�
00 M, P.E. DATE
ENGINEERING MANAGTR WATFsR DFsPARTMENT
TABLE OF CONTENTS
l. Notice to Bidders
2. Special Instructions to Bidders
3. Pravailing Wage Rates
4. Proposal
5. Vendor Compliance
6. Disadvantaged Business Enterprise
7. Special Provisions
8. Contractor Compliance with Worker's Compensation Law
9. Certificate of Insurance
10. Performance Bond
11. Payment Bond
12. Maintenance Bond
13. Contract
14. Project Designation Sign
15. Details
16. Street Locations
NOTICE TO BIDDERS
Sealed proposals for the following project:
H.M.A.C. SURFACE OVERLAY (2005-14)
AT VARIOUS LOCATIONS
DOE PROJECT NO. 4774
PROJECT NO. GS93-020930522770
Addressed to Mr. Charles R. Boswell, City Manager of the City of
Fort Worth, Texas will be received at The Purchasing Office until
1:30 P.M., March 10, 2005 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 9:00 A.M., February 16, 2005
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 is non-
refundable. Additional sets may be also purchased on a non-
refundable basis for twenty dollars ($20.00) per set.
For additional information contact Ms. Susan L. Schwinger, P.E,
at (817) 392-6529.
CHARLES R. BOSWELL Robert D. Goode, Director
City Manager Transportation and Public Works
� e �_
PUBLICATION: By: � �`' � � � � ��
February 3,2005 Najib . Fares, P.E.,
February 10,2005 Street Program Manager, TPW
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.
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
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.
The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided, without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
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.
SPECIAL INSTT2UCTIONS TO BIDDERS
-I-
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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 WANER 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 p'rovided 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 $25,000 or less, payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
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
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
-2-
6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1- General
Provisions, Item 8, Paragraph 8.6, Standard Speciiications for Street and Storm Drain
Construction of the City of Fort Worth, Texas, concerning liquidated damages for late
completion ofprojects.
7. EMPLOYMENT AND NON-DISCRIlVIINATION: 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
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/$500,000 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 REQUIIZEMENTS:
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
-3- .
or coverage. A ten days notice shall be acceptable in the event of non-payment of
premium.
E. Insurers must be authorized to do business in the State of Texas and have �
current A.M. Best rating of A: VII or equivalent measure of financial strength. and
solvency.
F. Deductible limits, or self-funded retention limits, on each policy must not �xc�ed
$10,000.00 per occurrence unless otherwise approved by the City.
G. Other than worker's compensation insurance, in lieu of traditional insurance, (:ity
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention�groups. The City must approve in writing any alternativ�
coverage.
H. Workers' compensation insurance policy(s) covering employees employed on thc
project shall be endorsed with a waiver of subrogation providing rights �f
recovery in favor of the City.
I. City shall not be responsible for the direct payment of insurance premium cost�
for contractor's insurance.
,T. 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 proj ect, 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.
L. 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 �ll
insurance 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
-4-
"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. MINORITYlWOMEN 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/V�BE firm utilized
3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performed by the M1WBE 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 M1WBE 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
SPECIAL INSTRUCTIONS TO BIDDERS
-5-
a brief explanation.
The Contractor shall provide the M/WBE Office proof of payrnent 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), OIt
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. Ori�inal signatures from both parties must be included on this letter.
• If the Contractor foresees a problem with submitting participation reports andlor
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Request for Approval of Change Form to the MIWBE
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 MIWBF
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 infortnation
regarding actual work performed by a Minority/Women Business Enterprise (M/WBE)
on the contract and payrnent 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) andlor 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
-6-
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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 th�reof
or to reject the proposal.
14. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND
WARRANTY:
a. The contractor will receive full payment (less 5% retainage) from the city for each pay
period.
b. Payment of the retainage will be included with the final payment after acceptance of the
project as being complete.
c. Th� project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
contractor and the City.
d. The warranty period shall begin as of the date that the final punch list has been
completed.
e. Bills Paid Afiidavit and Consent of Surety shall be required prior to final payment
becoming due and payable.
f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the
city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city
shall make a}�eg�ess payment in the amount that city deems due and payable.
g. In the event of a dispute regarding either final quantities or liquidated damages, the
parties shall attempt to resolve the differences within 30 calendar days.
15. AlR POLLUTION WATCH DAYS: The Contractor shall be required to observe the
following guidelines relating to working on City construction sites on days designated as
"AIIZ POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the
Metroplex area, runs from May 1, through October 31, with 6:00 a.m. - 10:00 a.m. being
critical because emissions from this time period have enough time to bake in the hot
atmosphere that leads to early afternoon ozone formation.
The Texas Commission on Environmental Quality (TCEQ), in coordination with the
National Weather Service, will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS,
the Contractor shall bear the responsibility of being aware that such days have been
designated AIlZ POLLUTION WATCH DAYS and as such shall not begin work until
10:00 a.m. whenever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
However, the Contractor mav begin work prior to 10:00 a.m. if use of motorized
equipment is less than 1-hour, or if equipment is new and certified bv EPA as "Low
SPECIAL INSTRUCTIONS TO BIDDERS
-7-
Emittin `�quipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
alternative fuels such as CNG.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours of 7:00 a.m. - 6:00 p.m., on a designated AIR POLLUTION WATCH
DAY, that day will be considered as a weather day and added onto the allowable weather
days of a given month.
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
a�cepted by the governmental entity.
Persons providing services on the project ("subcontractor" in 406.096) - includes all
persons or entities performing all or part of the services the contractor has undertaken
to perform on the project, regardless of whether that person 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 food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) 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.
E. The contractor shall obtain from each person providing services on a project, and
provide to the City:
SPECIAL INST`RUCTIONS TO BIDDERS
-8-
(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.
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:
(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 proj ect; 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 cunent certificate
of coverage ends during the duration of the proj ect;
(5) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter.
SPECIAL INSTRUCTIONS TO BIDDERS
-9-
!� J
�i
(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
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.
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.
"The contractor shall post a notice on each project site informing all persons
providing services on the proj ect 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 relate�
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."
1�7. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive
Branch of the federal governtnent, contractor covenants that neither it nor any officers,
members, agents or employees who engage in the performance of this contract shall, in
SPECIAL INSTRUCTIONS TO BIDDERS
-10-
��
connection with such employment, advancement or discharge of employees or in
connection with the tertns, conditions or privileges of their employrnent, 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 ("ADA"), Contractor warrants that it will not
unlawfully discriminate on the basis of disability in the provision of services to the
general public, nor in the availability, terms 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
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
SPECIAL INSTRUCTIONS TO BIDDERS
—11—
CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 2000
CLASSIFICATION
Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Carpenter (Rougfi)
Concrete Finisher-Paving
Concrete Finisher Helper (Paving)
Concrete Finisher-Structures
Flagger
Form Builder-Structures
Form Setter-Paving & Curbs
Form Setter-Structures
Laborer-Common
Laborer-Utility
Mechanic
Servicer
Pipe Layer
Pipe Layer Helper
Asphalt Distributor Operator
Asphalt Paving Machine Operator
Concrete Paving Saw
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (< 1 1/2
CY)
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (> 1 1/2
CY)
Front End Loader (2 1/2 CY & less)
Front End Loader (over 2 1/2 CY)
Milling Machine Operator
Mixer
Motor Grader Operator (Fine Grade)
Motor Grader Operator
Pavement Marking Machine
Roller, Steel Wheel Plant-Mix Pavements
Roller, Steel Wheel Other Flatwheel or Tamping
Roller, Pneumatic, Self-Propelled Scraper
Traveling Mixer
Reinforcing Steel Setter (Paving)
Truck Driver-Single Axle (Light)
Truck Driver-Tandem Axle Semi-Trailer
Truck Driver-Lowboy/Float
Truck Driver-Transit Mix
Truck Driver-Winch
[:C�I�I:7� : _ �
$10.32
$9.75
$9.65
$13.64
$10.16
$9.70
$13.44
$7.00
$13.44
$10.25
$9.75
$7.64
$8.64
$13.25
$10.13
$7.35
$6.75
$11.45
$11.09
$10.53
$10.00
$11.52
$9.94
$9.32
$8.00
$11.00
$12.31
$13.75
$11.00
$9.88
$12.12
$8.02
$10.00
$9.75
$8.00
$10.22
$10.54
$10.63
$9.80
r
r
P R O P O S A L
TO: MR. CHARLES R. BOSWELL
City Manager
Fort Worth, Texas
FOR: H.M.A.C. SIIRFACE OVFsRLAY (2005-14)
AT VARIOUS LOCATIONS
DOE PROJECT N0. 4774
TPW PROJECT NO. GS93-020930522770
Fort Worth, Texas
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 necessaxy 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 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. 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
ITEM ITEM
S.P. 1
S.P. 2
406
450
S.P.
�
� 406
450
S.P.
1
APPROX. DESCRIPTION OF ITEMS WITH BID
QUANTITY PRICES WRITTEN IN WORDS
2 EA. Project Designation Sign (�
Two Hundred Dollars &
No Cents Per EA.
LUMP SUM Utility Adjustment C�
Six Thousand Dollars &
No Cents Per L.S.
3 54 EA. Manhole Adjustment C�
Three-Hundred and Fifty Dollars
&
No Cents Per EA.
4 46 EA. Water Valve Boxes Adjustment C�
Two-Hundred and FiftY Dollars
&
No Cents Per EA.
P-1
UNIT TOTAL
PRICE AMOUNT �ID
$ 200.00 $ 400.00
$ 6,000.00 $ 6,000.00
$ 350.00 $ 18,900.00
$ 250.00 $ 11,500.00
�
;'
v�� � . �'...._�-.:r.0
? `•'�. i� :7r�r.n
I' � ��;,�iii����j� jj ��� i�
9��0 .,,�:/�:UJl� � Gi�a
SPSC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT
ITEM ITEM QUAN'PITY PRICF'S WRITTEN IN WORDS PRICE
S.P. 5 3 EA. Water Meter Boxes Adjustment @
Thirtv-Five Dollars &
TOTAL
AMOLTNT BID
No Cents Per EA. $ 35.00 $ 105.00
104 6 1,850 L.F. Removal and Replacement of
502 Concrete Curb and Gutter @
g,p, 'TWfM�f - oNL Dollars &
N6 Cents Per L.F. $ Z I o0
104 7 200 S.Y. Removal and Replacement of 6"
504 Concrete Driveway
S . P . f=oel�f Dollars &
d
NO Cents Per S.Y. $ q0 —
104 8 100 S.Y. Removal and Replacement of 4"
504 Concrete Sidewalks C�
g , p , `1�! 12"i�Y Dollars &
No Cents Par S.Y. $ 30 �
300 9 160 C.Y. Removal and Replacement of
304 H.M.A.C. Pavement and
312 Base (Base Repair) @
S.P. pN� N'�NAREO ! FI�E�-' Dollars &
NQ Cents Per C.Y. $ �� S o0
208 10 150 C.Y. Graded Crushed Stones (�
S.P. ��✓F�-fC�'+' �F(✓�. Dollars &
No Cents Per C.Y. $ Z S�
S.P. 11 24,000 L.F. Wedge Milling 2" to 0" Depth
5.0' Wida C�
M� Dollars &
NINFTY Cents Per L.F. $ Q9=
S.P. 12 38 EA. Butt Joint-Milled @
�Wo 11v1J►�2E0 E l� N Dollars & $
N�' Cents Per EA. 2�0 �
300 13 10 TON H.M.A.C. Level-Up C�
312 �1 G yT� ' �i ✓E Dollars &
No Cents Per TON $ �s �
312 14 76,500 S.Y. 2"H.M.A.C. Surface Course
S.p. (Type "D" Mix) Q
Fov fL Dollars & $ ��
`r.�f,�/ f� Cents Per 5.Y. 9'"
p-2
$ 38, eSo. o0
$ ��, eo
$ 3QG'L�•CO
$ � F,,' g OO.00
t� h�-
S �� 3,'] Sa. c�
$ 2i, �00, ct�
$ ��9o(�.�C>
S 85D.�
$ 3i9.4�S.c�
SPEC PAY APPROX. DFsSCRIPTION OF ITEMS WITH BID
ITENi ITEM QUANTITY PRICES WRITTEN IN WORDS
104 15 205 S.Y. Removal and Replacement of 7"
314 Concrete Valley Gutter @
g , p , Pl �IY Dollars &
NQ Cents Per S.Y.
314 16 100 S.Y. New 7" Concrete Valley Gutter C�
S , p . � 11�T� Dollars &
No Cents Per S.Y.
104 17 80 S.Y. Standard 4" Reinforced Concrete
505 Wheelchair Ramps @
S, p. �'1 F`T'Y Dol lars &
No Cents Per S.Y.
402 18 800 L.F. 6" PVC Perforated Pipe Subdrain c�
500 51k Dollars &
620 �a Cents Per L.F.
S.P.
502 19
504 20
214 21
S.P.
214 22
100 L.F. New Concrete Curb and Gutter C�
NI N�'T�s ►.� Dollars &
pJo Cents Per L.F.
50 S.Y. New 4" Concrete Sidewalk @
-�1 t Q-`rY Dollars &
No� Cents Per S.Y.
35,100 S.Y. 8" Pavement Pulverization t�
-� o• Dollars &
'7'1-! 12'rf Cents Per S. Y.
456 TON Cement C�
ONL H✓►✓1�2E0 £ �ir> Dollars &
r-�o Cents Per TON
S.P. 23 5 EA. Remobilization C�?
Five FIundred Dollars &
No Cents Per EA.
106 24 100 C.Y. Unclassified Street Excavation
s. p. '�.✓F �-�'f'il ^ f=( U� Dollars &
l�•a Cents Per C.Y.
S.P. 25 2,500 S.Y. 2" S�� �e Milling @
Dollars &
`t� N Cents Per S. Y.
p-3
UNIT
PRICE
$ �O �
S 50 `—`
TOTAL
AMOUNT BID
$ 10 2So.00
S c� a;a. c�
$ -�j0 � $ `��OOO.G�O
$ ��
S �q�
$ 3� �
S 2 3a
$ � � o �.
Y TRO � �
�� •.
$ �'130.Qa
$ Sa_ l c�o.c�
$ 500.00 $ 2,500.00
S ZS �
s (�9
$ Z SOo, � �
$ z'Iso.oq
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID
ITEM ITEM QUANPITY PRICES WRITTEN IN WORDS
S.P. 26 5 EA. Paint Replacement of House
Address on Curb Removed &
Replaced
F'I F'Ty Dollars &
No Cents Per EA.
TOTAL BID
�
UNIT
PRICE
$ SO �
s
TOTAL
AMOUNT BID
$
Z SO, Qo
$ 62a,a�o.ao�'�
This contract is issued by an organization whieh qualifies for exemption
pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sale�,
Sxcise and IIse 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 �ity
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 Sixty Five 65 Working Days from and after the date for commencing worlc
as set forth in the written Work order to be issued by the Owner, and to �aay
not less than the "Prevailing Wage Rates for Street, Drainage and Util.i��r
Construction" as established by the City of Fort Worth, Texas.
Within ten (10) days of receipt of notice of acceptance of this bid, the
undersigned will execute the formal contract and will deliver an approvecl
Surety Bond for the faithful performance of this contract. The attached depos�.�
check in the sum of S fo A M O V NT p�i.
Dollars ($ )
is to become the property of,the City of Eort 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.
The Contractor shall mobilize within ten (10) calendar davs of the not�.ce
qiven bv the Construction Enaineer for anY locations. If the contractor fails
to bec�in the work within ten (10) calendar davs, a$200 dollars liciuidated
damacte will be assessed per Block per dav.
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 tha foregoing bid:
Respectfully submitted,
- Addendum No. 1 (Initials) PFACHTREECONSTRUCTION,LTD
Addendum No. 2(Initials) Company ame
Addendum No. 3 (Initials) BY� �
Signa ure
�! �ARRY G�ARk'
Printed Name of Principal
Address : 5801 PARK VISTA CIR.
�.�a��a:wn�i:r�::
F-mail Address :�bcl�.�it�,p e�.c�,� rceco�. car+�
(Seal)
Date: '3^ t�-��' Telephone: 817-741-4658
P-5
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bi11620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a
contract as low bidder, non-resident bidders (out-of-state contractors whose corporate
offices or principal place of business are outside of the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the
lowest Texas resident bidder by the same amount that a Texas resident bidder would be
required too underbid a non-resident bidder in order to obtain a comparable contract in
the State in which the non-residenYs 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:
PEACNTREE CONSTRUCTION, LT�.
Company
�(�1 f�ARIC \/ICT� ('IR.
Address
�E��€�,TX 7R7dR
City State Zip
J. �ARRY CLARK
By: (Please print)
Sign ture
PRESIDENT
Title (Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
FORT WORTH
City of Fort Worth
Minority and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the cantract is $25,000 or more, the MIWB@ goal is applicable.
If the total dollar value of the contract is less than $25,000, the M/V1/BE goal is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements
and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid.
M/WBE PROJECT GOALS
The City's MBE/VVBE goal on this project is % of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by
either of the following:
1. Meet or exceed the above stated M/WBE goal, or
2. Good Faith Effort documentation, or;
3. Waiver documentation, or;
4. Joint Venture.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications.
1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid
met or exceeded: opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if participation is less than opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if no M/WBE participation: opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid
perform all subcontracting/supplier work: opening date, exclusive of the bid opening date.
5a Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5j City business days after the bid
to met or exceed goal. opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED
NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/VNBE Office at (817) 392-6104.
Rev. 5/30/03
r�
FORT W�RTH
���
City of Fort Worth
Subcontractors/Suppliers Utilization Form
NE:
� CC1/'tS'��JC`f(At✓i L-°��°
�
� � r ��-�e a��- I� y � .�0�.� - ��f �
%
M/W/DBE
i
ATTACHMENT1A
Page 1 of 4
; to describe prime
NON-M/W/DBE
TE
/C� o:zcc�� �
�-��3 �- ���.��� �z�. ��o
Identify all subcontractors/suppliers you will use on this project
. . .. . , . ... , .. ...... .
Failure to �complete :this �fiorm, . in its entirety�:with.: re�uested : documentation, and received by: the Managing
Department. on :or.�before 5:00 p,m. five (5) City business. days: af�er.bid ..opening, exclusive of bid. opening date,
will resuit.in the .bid: b.e.ing .considered �non-respon.sive. to: bid specifcations. :
The undersigned Off,eror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization sehedule, conditioned upon ex�cution �of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is groutids for consideration of disqualification and will result in the
bid being considered non-responsive to bid specifications _
MlWBEs listed taward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant;
Parker, Johnson, Coliin, Dailas, Denton, Ellis, Kaufman and Rockwall counties.
identify :each Tier.; level. �.:Tier� is : the: level. 'of. subcontracting :;below the_ prime contractor, . i.e., :a dir.ect
payment from the:pr.ime contractor to.a subco�tractor:.is.considered 1St tier, a payment by a subcontractor to
its supplier•is considered 2"d tier :
ALL MlWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
CerEification means those firms, located or doing business at fhe time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise (DBE) is synanymous with Minority/Women Business Enterprise (M/WBE).
-_ _
_. �If �hauling services:�ere utilized, the..prime will be �given.�credit as long as the M. is e owns�:a
operates at.:least, one fuliy licensed :and _bperational �truck to. be. used on :the contract. �The M/WBE may lease
� trucks from another:M/WBE.firm, inciuding-M/WBE:owner-operators, .and receive fuli �/INVBE credit. °.The
;l111/VVBE .may lease. trucks from.:non=M/INBEs, :including..owner-operators, �but will o�ly r.e.ceive:cr.edit for:the
_� fees and commissions earned �by the M/11VBE�as �outlined in�the lease�agreement —
; _�e
'�l
��
Rev. 5l30l03 ; ;
(
ATTACHMENT1A
Page 2 of 4
FoR_ T�H
, .
Primes are required to identify ALL subcontractors/suppliers, regardiess of status; i.e., Minority, Women and non-M/W BEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N'
(check one) `°
SUBCONTRACTORISUPPLIER T �n,`
N T Detail � Detail
Company Name i � X'M ; Subcontracting Work Supplies Purchased Dol[ar Amount
Address e M W T D::W :�
Telephone/Fax � s g R O B�.
E E C T E`
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_. - __
__ . _ _ __ _ _ __
__ _. _
�
ATTACHMENT 1A
Page 3 of 4
FORT WORT
s
Primes are required to identify ALL subcontractors/suppliers, regardless of siatus; i.e., Minority, Women and non-MNVBEs.
Please list M/WBE flrms first, use additional sheets if necessary.
Certification r
(check one) �
SUBCONTRACTOR/SUPPLtER T N T r. Detail �;;� Detail
Company Name i � X p; Subcontracting Work Supplies Purchased Dollar Amount
Addr'ess e M W T D 4,
Telephone/Fax r B B R O E
E E C T �E.
A
�ro
Rev. 5/30/03
FORT WORTH
Total Dollar Amount of M/WBE Subcontractors/Suppliers
�
ATTACHMENT1A
Page 4 of 4
1�, 3��c�c�
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $� f��� �� �,. � C''1
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $��J� T S� ,.� �
The Contractor will not make additions, dele.tions; or:substitutions :to this..certified list without the,prior approval
of the Minority.and ;VUomen Business Enterprise. O..ffice Nlanager or., designee through the submittal..'of .a
Reguest _for Approval of Change%Addition..::Any unjustified. change :or .deletion. shall be. a material breach. of
contract and :may result in.:debarment;in. accor.d.::with.:the, procedures.::o.utlined in, the ordinance. The contractor
shall .submit. a, detailed :explanation :of .how_the.:r.e.quested. changeladdition or tleletion will :affect the _committed
MNVBE goal. If the detail explanation is not submifted, it will affect;the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submifted with fhe bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than thre'e (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1) year.
�
a� Authorized Signa ure
%���s i � ��. 'fi
Title
���° L��1�2� �c�!/1 S'�" rCJ��ic5d1 � ��` —
Company Name
��ii %r� I/rs�'�, Cr'r',
Address
1�C� ��� �- ` 1 k . `7 � ���
CitylState/Zip
�
.,j� , 3 �; r�y, C l �.—�
Printed Signature �
,� G:. ,.r� � /�rCa.f� e.l�
Contact Name/Titte (if different)
� i � -- 7yf •- �� S� � �s� 7� 7y1� �� �
Telephone and/or Fax �
�� rc, c� e;� �� �a e�'� �r-c� C��i . C�d�'l
E-mail Address
�C'r�'�� �� �C��
Date
� �� �
, ,o
:: f 1 , ; � c� .� ,�� �.
� ��v � � � `;'�_� �" '- , :
'� U� ��°'.. .. , . �' �Rev:�5/30/�3
FORT WORTH
City of Fort Worth
Prime Contractor Waiver Form
E COMPANY NAME:
��c ��f r�� .�n s�rvcs'io�
l�� /�'? � C � c! ��� �� �v �r-��
's MlWBE Project Goat: PROJE
�io
L� �CJt .
, ( ��� —���
M1IUMBER
5�3�
�
ATfACHMENT 1 B
Page 1 of 1
to
I M/W/DBE I Gf'�NON-M/W/t
� BID DATE
���:� io ���
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 1 C. This form is only a�plicable if i�oth answers are yes.
Will you perform this entire contracfi wiihout subcontractors?
if yes, please provide a detailed explanation that proves based on the size and scope of thi� project,
this is your normal business practice and provide an operational profile of your business.
Will you perform this entire contract w�thout suppl�ers?
1f 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.
YES
��
YES
"NO
The bidder further agrees to provide, directly to the City upon requesi, complete and accurate information
regarding actual worK performed by ail subcontractors, including M/WBE(s} on this contract, the payment therefore
and any proposed changes to the original M/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 wili
substantiate the actual work performed by the M/WBEs 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 f�ilure to comply with this ordinance creates a material breach of
contract may �esu(t in a determination of an irresponsibie offeror and barred from participating in City work for a
period of time not less than one 1 ear.
� (� � �� �� � �� � ����
authorized Sianature Pr(nted Signafure
���s; � � �-�
Tit�e
j�� � �h fa—�� Cc� r� � ��"�c,�, � ��-�c,i
Company Name
� �V � / Cr � If f` 5 �� �i t :
Address
� 6�
1���C`� ��f % �8
City/State2ip
���r� �r����
Contact Name (if different)
�1� 7�l-���-� ����- ��/�-��yg
Phone Number Fa Number
�E ,� �-�� �- C� p �� U6, °-1--,--���� � o � n.�
Emaii Address
�t� �, � �-,� /�� 2 c� _�
Date
Rev. 5/30/03
FORT WORTH
� PRIME COMPANY NAME:
��
��;�d��trz� C���
PROJECT NAME:
�/�l �}-L .� � �� �
� City's M/WBE Project Goal:
� � ��o
��
If you :have faileii.to secure MIWB
DBE participation.is less than the
City of Fort Worth
Good Faith Efforf Form
� �-��,
� r� ,
C',i��- �cy ��0� -/�,
PROJECT UMBER
�-S�'.3 -- O�i�c:
on:and you have :sul
ct goal, you.must co
ATTACHMENT 1C
Page 1 of 3
cable block to describe
I M/W/DBE I�NON-M!W/DBE
BID D��� �.t �%� �i . .1f:7C� s
ing and/or suppiier. opportunities or.if your
ls form. ` • ' •
If the bidder's method of compliance with the MIWB� 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. Co'mpliance 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.
, ... .. .... .. . .. .. .
Failur.e to. complete. :this ,form, .in its. entir.e.ty:with. supporting: documentation, and received.:by ;the
Man.aging D.epar�ment on or:before;5.:00:p.m..five'(6) City:business days:after. bid opening, exclusiYe: of:bid.
opening date, will result in the bid being considered non-responsiue to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunityZ for the comptetion of this
project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES
OF FIRMS On Combined Projects, list each subcontracting and or supplier opportunity through the
2" tier.
� ?5II �`;, Rgvi 05/�Q/�03 ';
{7 f 0� .: J 1, ���y V..G\.� � r��
^..- -T.o.m-__ 4
ATTACHMENT 1C .
Page 2 of 3
2.) Obtain a current (not more than three (3) months oid from the bid open date) list of MIWBE
subcontractors and/or suppliers fram the City's M/WBE Office.
�/Yes
No
Date of Listing �1�_� �
3.) Did you solici# bids from MIWBE firms, within the subcontracting andlor supplier areas previously
listed, at least ten calendar days prior to bid opening by mail, exclusive af the day the bids are
opened?
'! Yes (if yes, atfach MIWBE mail itsting to include name of firm and address and a dated copy of leiter mailed.}
No
4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previousiy
listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened? "� ,
r! YeS ({f yes, attach list to include name of M/WBE firm, en rson co�tacted, phone number and date and time of contact.)
No
, ... .. . . ; ..
; ..,. . , . . . .. . .
. ... . . . ., , ... .
NOTE;:.A:facsimi(e;may:be::used;to.:comply.:with:e�ther..3.:or.:4, but.:may:no.t:be.used;for:both.: :if:a:facsimile.
is:used,:attach�:the fax confirmation, wh�ch :is to prov�de M/WBE name, date,.:time, fax. numlier and
�IocumenEation #axed.
.: .. . . ... .. ...... ...
.• . , . . . � �`� ' . Irer o ortunit is ten.: 1Q or aess, :fhe
.. . .... .. ..... .. .
NOTE:::If .#he:lis#.of=M/.WBEs.for:a�particular�subcontr.actin.g/supp._.....:.. pp .. . Y .. � �: �>) ' �.
bidder.:must :contact�the�entire I�st;to be :in compliance with.;quesiions;3 and'4. :lf the.;list:of.:MiWBEs;:for;a
particular:sub.contractin.g/supplier:;opportunity;is:ten_;(10) or:mor�,.:the.:bidder.:must�contact�at:°least two-
thirds:.(2/3).;of;ihe,:list w�th�n such.area of opportun�ty,:but: not less than. ten;to..be:.in compliance w�Eh
. ... ..... ..:.... . .... ..... . ...: . ,,:_ ..:.:.,�..:: . :. . ...
..,.... . .:.
..,
questions::3:and 4: .:.:.:.. .: _.: .. .. _ .. . ...... .: ...::. :.. .. . .. .. . . .
5.) Did you provide plans and specifications to potentiat M/WBEs or information regarding the location of
�ns and specifications in order to assisf the M/WBEs? .
Yes
Na
6.) Submit documentation if M/WBE quoies were rejected. The documentation submitted should be in
the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any
supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide
dispute concerning quotes, the bidder will� provide for confidential in-camera access to and inspection
of any relevant documentation by City personneL
aa� n5t30/03
ATTACHMENT 1C
Page 3 of 3
ADDITIONAL INFORMATION:
Please provide additional information you fegl wili further explain your good and honesi efforts to obtain
M/VVBE participation on this project.
;;
The bidder further agrees to provide, direcfily to tiie City upon request, complete and
accurate informaiion regarding actual work perfarmed on this contract, the payment
thereof and any proposed changes to #he original arrangements submitted with this bid.
The bidder also agrees to a(low an audit and/or examination of any books, records and
files heid by their company that will substantiate the actual work perFormed on this
contract, by an authorized officer or empioyee 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
' was/were contacted in good faith.
Attachment 1 C will be contacted and
u the City's MNVBE Office.
- Aut orized Signature
information provided and the M/WBE(s) listed
it is understood that any M/WBE(s) listed in
the reasons for not using them will be verified by
��� �f`o�€? �- �
Title
/ �1C���P�c� ��/1S�rJ�I�r� �'j'c'�
Company Name
S�b � P� �y ✓ s�� L;�r,
Address
���ler; l�.. 7���{�.
CitylState/Zip
,7� /,3c r� C (a�f�
Prinied Signature
�� ✓r �' .L3r�� .- ��v 4�: �-.�
Contact Name and Tiile (if different)
�17�-7�! �f�S�s /�����v/ `�65�8
Phone Number Fax Number
� � fi'e� �.�= �� A�.rcc�'7�'�-G�n . �t��'!
EmaiE Address
/�-'1 � re-G. « az�� �
Date
..-- .,r,.,,,�„�
M/WBE REQUIRED DOCUMENTATION RECEIPT
Transportation & Pubiic Works
Official Date:
,: . �
Project Name:
Project Manager:
Forms Submitted By
Name:
Company:
Received By:
3 / '�7 / 0� Official Time: � :�
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�'c��+..n i r�cc �►t��v� � rcv�. � �v�v � �
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS D�PARTMENT
SPECIAL PROVISIONS
FOR: H.M.A.C. SURFACE OV�RLAY (2005-14)
AT VARIOUS LOCATIONS
DO� PROJECT NO. 4774
TPW PROJECT NO. GS93-020930522770
1. SCOPE OF WORK: The work covered by these details and specification�
consists of the removal (only) of all existing traffic buttons, removal
and replacement of existing concrete curb and gutter and driveways and
existing base repair and the addition of a new surface layer of H.M.AoC.
for those streets designated as Mill Overlay (MOL). For those streets
designated as Pulverized Overlay (POL), the work consists of the same
removal and replacement items as described above, surface & base
rehabilitation of existing pavement with cement and the addition of a new
surface layer of H.M.A.C. These items are described in the Special
Provisions of these specifications. The work also consists of all other
miscellaneous items of construction to be performed as outlined in the
details and specifications which are necessary to satisfactorily complete
the work.
The Contractor shall mobilize within ten (10) calendar days of the
notice given by the Construction Sngineer for any locations. If the
contractor fails to beqin the work within ten (10) calendar days, a$200
dollars liquidated damage will be assessed per Block per day.
The contractor is encouraged to conduct site visits and survey all these
possibilities. The contractor shall verify these locations with the
Construction Engineer.
For street locations see list'at the back of this document. At the sole
discretion of the City, 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.
All short cul-de-sac streets and turnouts that interseet with a street to
be repaired shall be included in this contract, even though they may not
be listed on a Work Order due to their size. The contractor shall mill,
clean, apply tack coat, overlay and adjust facilities.
Total quantities given in the bid proposal may not reflect ac�ual
quantities, but represent the best estimate based on a reasonable effort
" of investigation; however, they are given for the purpose of bidding on
and awarding the contract.
SP-1
2. Contract will be awarded to the lowest responsible bidder.
3. SIIBMITTALS FOR CONTR.ACT AWARD:
The City reserves the right to require contractor who is the apparent
low bidder(s) for a project to submit sucli information as the City, in
sole discretion may require, including but not limited to manpower and
equipment records, information about key personnel to be assigned to the
project, and construction schedule, to assist the City in evaluating and
assessing the ability of the apparent low bidder(s) to deliver a quality
product and successfully complete projects for the amount bid within tl~ae
stipulated time frame. Based upon the City's assessment of the submitted
information, a recommendation regarding the award of a contract will be
made to the City Council. Failure to submit the information �f
requested may be grounds for rejecting the apparent low bidder as noxx-
responsive. Affected contractors will be notified in writing of a
recommendation to the City Council.
4. The Contractor agrees to complete the Contract within the allotted n���
of days. If the Contractor fails to complete the work within the numl�e�
of days specified, liquidated damages shall be charged, as outlined ��a
Part l, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard
Specification for Construction of the City of Fort Worth, Texas.
5. SARLY WARNING SYSTEM FOR CONSTRUCTION:
Time is of the essence in the completion of this contract. In order to
insure that the contractor is responsive when notified of unsatisfacto�y
performance and/or of failure to maintain the contract schedule, the
following process shall be applicable:
The work progress on all construction projects will be closely
monitored. On a bi-monthly basis the percentage of work completed will
be compared to the percentage of time charged to the contract. If the
amount of work performed by the contractor is less than the percentage
of time allowed by 20� or more (example: 10� of the work completed in
30� of the stated contract tima as may be amended by change order), the
following proactive measures will be taken:
A. A letter will be mailed to the contractor by certified mail,
return receipt requested demanding that, within 10 days from
the data that the letter is received, it provide sufficient
equipment, materials and labor to ensure completion of the
work within the contraet time. In the event the contractox°
receives such a letter, the contractor shall provide to the
City an updated schedule showing how the project will be
completed within the contract time.
B. The Project Manager and the Directors of the Department of
Engineering, and Department of Transportation and Public
Works will be made aware of the situation. If necessary, the
City Manager's Office and the appropriate city council
members may also be informed.
C. Any notice that may, in the City's sole discretion, be
required to be provided to interested individuals wili
distributed by the Engineering Department's Publi�
Information Officer.
SP-2
D. Upon receipt of the contractor's response, the appropriate
City departments and directors will be notified. The
Engineering Department's Public Information Officer will, if
necessary, then forward updated notices to the interested
individuals.
E. If the contractor fails to provide an acceptable schedule or
fails to perform satisfactorily a second time prior to the
completion of the contract, the bonding company will be
notified appropriately.
6. 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,
7. This contract and projeet are governed by the two following published
specifications, except as modified by these Special Provisions:
STANDARD SPECIFICATIONS FOR STREST AND STORM DR.AIN CONSTRUCTION-CITY OF
FORT WORTH and STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH
C�NTRAL TEXAS. General Provisions shall be those of the Fort Wort�
document rather than Division 1 of the North Central Texas document.
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.
8. 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 contraet 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.
9. The Contractor shall be responsible for defects in this project due to
faulty materials and workmanship, or both, for a period of two (2) years
from date of final acceptance of this project by the City of Fort Worth
and will be required to replace at his expense any part or all of the
project which becomes defective due to these causes. See Special
" Instructions to Bidders Item No. 14 for further requirements.
10. TRAFFIC CONTROL: The contractor will be required to obtain a"Street Use
Permit" prior to starting work. As part of the "Street Use Permit" a
traffic control plan is required. The Contractor shall be responsible for
providing traffic control during the construction of this project
consistent with the provisions sat 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 fiighways", codified as Article 6701d Vernon's Civil Statues, pertinent
sections being Section Nos. 27, 29, 30 and 31.
SP-3
`y A traffic control nlan shall be submitted for review to Mr. Charles R.
Burkett, Citv Tra£fic Snaineer �817-871-8770 at least 10 workina days
prior to the preconstruction conference. Althouah work will not beqin
until the traffic control Aanel has been reviewed, the Contractor's time
will beqin in accordanee 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 contaet 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
pezznanent 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.
The Contractor shall limit his work within one continuous lane of traffic
` at a time to minimize interruption to the flow of traffic upon the
approval of the City Engineer.
Work shall not be performed on certain locations/streets during "peak
traffic periods" as determined by tha City Traffic Engineer and in
accordance with the applicable provision of the "City of Fort Worth
Traffic Control Handbook for Construction and Maintenance Work Areas."
See Special Instructions to Bidders Item No. 15, for further work time
restrictions on "Air Pollution Watch Days" with substantial use of
motorized equipment.
11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF
TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION:
Prior to beginning construction on any block in the project, the
contractor shall, on a block by block basis, prepare and deliver a
notice or door hang of the pending construction to the front door of
each residence or business that will be impacted by construction. The
notice shall be prepared as follows:
The notification notice or door hang shall be posted three (3) davs
rp ior to beginning any construction activity on each block in the
project area. The door hang shall be prepared and include the following
SP-4
information: Name of Project, DOS & TPW Nos., Scope of Project (i.e.
type of construction activity), actual construction duration within the
block, the name of the contractor's foreman and his phone number, the
name of the City's inspector and his phone number and the City's after-
hours phone number.
The contractor shall submit a schedule showing the construction start
and finish time for each block of the project to the inspector. In
addition, a copy of the door hang shall be delivered to the City
Inspector for his review prior to being distributed. The contractor
In the event it becomes necessary to temporarilv shut down water service
to residents or businesses during construction, the contractor shall
prepare and deliver a notice or door hang of the pending interruption to
the front door of each affected resident. The notice shall be prepared
as follows:
The notification or door hang shall be posted twentv-four (24) prior to
the temporary interruption. The door hang shall be prepared and include
the following in£ormation: Name of the project, DOS & TPW Nos., the date
of the interruption of service, the period the interruption wilZ take
place, the name of the contractor's foreman and his phone number and the
name of the City's inspector and his phone number and the City's after-
hours phone number.
A copy of the temporarv interruption notification shall be delivered to
the inspector for his review prior to baing distributed. The contractor
shall not be permitted to proceed with interruption of water service
until the door hana has been delivered to all affected residents and
businesses.
The Electronic version of the sample door hang can be obtained from the
Construction office at (817) 871-8306.
All work involved with the notification door hang shall be considered
subsidiarv to the contract price and no additional compensation shall be
made.
12. PAYMENT: The Contractor will receive bi-weekly payment (minus 5�
retainage) from the City for all work for each pay pariod. Payment of the
remaining amount shall be made with the final payment, and upon acceptance
of the project. See Special Instructions to Bidders Item No. 14 for
further requirements.
13. 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 clain►ed 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
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f
extension of time, his application for which shall, however, be subjec� �o
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.
14. 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 �he
project area. Contractor shall protect construction, as required ��
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 editian
of the "Texas Manual on Uniform Traffic Control Devices, Vol. No. 1"e
15. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fi11
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 contracto�
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) and a flood plain permit issued.
All disposal sites must be approved by the Administrator to ensure the
filling is not occurring within a flood plain without a permit. A flood
plain permit can be issued upon approval of necessary engineering studies.
No fill permit is required if disposal sites are not in a flood plain.
Approval of the Contractor's disposal sites shall be evidenced by a letter
signed by the Administrator stating that the site is not in a known flood
plain or by a Flood Plain Fill Permit authorizing fill within the flood
plain. Any expenses associated with obtaining the fill permit, including
any necessary engineering,studies, shall be at Contractor's expense. In
the event that the Contractor disposes of spoil/fill material at a site
without a fill permit or a letter from the Administrator approving the
disposal site, upon notification by the Director of the Department of
Engineering, Contractor shall remove the spoil/fill material at it�
expense and dispose of such materials in accordance with the Ordinance of
the City and this section.
16. 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.
17. 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 c�:E
construction before the roadway and right-of-way is cleaned up to th�
satisfaction of the Engineer.
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18. PROPERTY ACCESS: Access to adjacent property shall be maintained at aZ�
times unless otherwise directed by the �ngineer.
19. CONSTRUCTION SCHEDUL�: 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.
20. SAF�TY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following
procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than fiva inches by seven inches, painte�
yellow with black letters that are legible at twelve feet shall b�
placed inside and outside vehicles such as cranes, derricks, powe�
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 FEE� OF
HIGH VOLTAGE LINES."
(2) Equipment that may be operated within ten feet of high voltage �ines
shall have an insulating cage-type of guard about the boom or a�,
' except back hoes or dippers, and insulator links on the lift hoor3
connections.
(3) V�Then necessary to work within six feet of high voltage electric
lines, notification shall be given the power company (TU Electric
Service Co.) which will erect temporary mechanical barriers, de-
energize the line, or raise or lower the line. The work done by the
power company shall not be at the expense of the City of Fort Worth.
The notifying department shall maintain--an accurate log of all �ucia
calls to TU Electric Service Company, and shall record action taken
in each case.
(4) The Contractor is required to make arrangements with the TU Electric
Service Company for the temporary relocation or raising of higl�.
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).
21. RIGHT TO AUDIT:
Contractor agrees that City shall, until the expiration of three (3) years
after final payment under this contract is made by City, have access to
and the right to examine and photocopy any directly pertinent books,
documents, papers and records of Contractor involving transactions
relating to this contract. Contractor agrees that City shall have access
during normal working hours to all necessary Contractor facilities anci
shall be provided adequate and appropriate workspace in order to conduct
audits in compliance with the provisions of this section.
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Contractor further agrees to include in all its subcontracts hereunder a
provision to the effect that the subcontractor agrees that 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 shall be provided adequate and
appropriate work space, in order to conduct audits in compliance with the
provisions of this article together with Article VI. City shall give the
subcontractor reasonable advance notice of intended audits.
Contractor and subcontractor agree to photocopy such documents as may �e
requested by City. City agrees to raimburse Contractor and/or
subcontractor for the cost of, copies at the rates as contained in the
Texas Administrative Code at the time payment is made.
22. CONSTRUCTION
The City of Fort Worth maintains a"CONFINED SPACE ENTRY PROGRAM" for it�
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 FsNTRY PFsRMIT"
used by the Fort Worth Water Department (Field Operations Division) for
each entry and possess and use the equipment nacessary 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. iiowever, no direct payment
will be made for this item and it shall be considered incidental to this
contract.
NON-PAY ITEM N0. 2- REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE:
All traffic buttons shall be removed from the existing asphalt surface
before resurfacing begins. The contractor shall be responsible for the
removal of all buttons. Upon completion of the job the City will install
new buttons after proper notification.
The contractor shall also be responsible for all materials, equipment and
labor to place temporary adhesive lane marking tape, at locations as
directed by the Construction Engineer, to direct traffic flow until
permanent markers are installed.
The contractor shall notify the Construction Engineer to arrange for �he
replacement of the buttons and adhesive lane markers (arrows, etc.). Al1
costs to the contractor shall be figured as subsidiary to this contracte
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NON-PAY IT�M NO.-3 - LOCATION AND EXPOSIIRE OF MANfiOL�S AND WATER VALVESs
The contractor shall be responsible for locating and marking all
previously eacposed manholes and water valves in each street of this
contract before the resurfacing process commences for a particular street.
The contractor shall attempt to include the Construction Engineer (if he
is availabla) in the observation and marking activity. 2n any event a
street shall be completely marked a minimum of two (2) working days before
resurfacing begins on any street. Marking the curbs with paint is a
recommended procedure.
It shall be the contractors responsibility to notify the utility companies
that he has commenced work on the project. As the resurfacing is completed
(within same day) the contractor shall locate the covered manholes and
valves and expose them for later adjustment. Upon completion of a street
the contractor shall notify the utilities of this completion and indicate
the start of the next one in order for the utilities to adjust facilities
accordingly. The following are utility contact persons:
Companv Telephone Number Contact Person
SBC - TeZephone 817-338-6202 Mr. Gary Tillory
214-384-3732 Ce1Z
Oncor Slectric- Downtown 817-215-6424
- other than Downtown 817-215-6688
Oncor Gas -
CFW Street Light and Signal
Storm Drain
Water & Sewer
817-215-4306
871-8100
871-8100
8I7-212-2649 and
817-925-2271
817-212-2642 and
817-994-8663
Mr. Scott King
Mr. Robert Martinex
Mr. Roger Oliver
Mr. Dwayne Cox
Mr. Roger Martin
Mr. Gordon Couch
Mr. Kristian Sugrim
Mr. Scott Neystel
Of course, under the terms of this contract, the contractor shall complete
; adjustment of the storm drain and Water Department facilities, one traffic
lane at a time within five (5) working days after completing the laying of
proposed H.M.A.C. overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may
result in the shut down of the resurfacing operation by the Construction
Tngineer.
The contractor shall be responsible for all materials, equipment and labor
to perform a most accurate job and all costs to the contractor shall be
figured subsidiary to this contract.
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NON-PAY ITEM NO. 4- STORM DRAIN INLET PROTECTION:
All pulverization and overlay streets with storm drain inlets shall use
inlet protection for sediment control, in accordance with the Standard
Specifications for Public Works Construction-North Central Texas.
The contractor shall be responsible for all materials, equipment and labor
to perform a most accurate job and all costs to the contractor shall be
figured subsidiary to this contract.
NON-PAY ITEM NO. 5- CRACK SEALING:
All cracks that develop after completion of the street resurfacing and
until the end of the 2-year warranty period shall be crack sealed with
asphalt cement AC-20, as per the City of Fort Worth Standard
Specifications for Street and Storm Drain Construction.
The contractor shall be responsible for all materials, equipment and labor
to perform a most accurate job and all costs to the contractor shall be
figured subsidiary to this contract.
PAY ITEM NO. 1- PROJECT DBSIGNATION SIGN:
The Contractor shall construct and install two (2) Project Designation
Signs and it will be the responsibility of the Contractor to maintain the
signs in a presentable condition at all times on each project under
construction. Maintenance will include painting and repairs as directed
by the Engineer.
It will be the responsibility of the Contractor to have the individual
project signs lettered and painted in accordance with the enclosed detail.
The quality of the paint, painting, and lettering on the signs shall be
approved by the Engineer.
The height and arrangement of the lettering shall be in aecordance with
the enclosed detail.
The sign shall be constructed of 3/4�' fir plywood, grade A-C (exterior) or
better.
These aigns shall be installed on barricades or as directed by the
Engineer, and in place at the project site upon commencemerit of construc-
tion.
The work, which includes the painting of the signs, installing and
removing the signs, furnishing the materials, supports and connections to
the support, and maintenance shall be to the satisfaction of the Engineer,
The unit price pre bid per each will be full compensation for all labor,
material, equipment, tools, and incidentals necessary to complete the
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work.
PAY ITEM NO. 2- UTILITY ADJUSTMENT:
This item is included for the basic purpose of establishing a contract
price which will be comparable to the final cost of making necessary
adjustments required due to street improvements to water, sanitary sewer,
and natural gas service lines and appurtenances where such service lines
and appurtenances are the property owner's responsibility to maintain. An
arbitrary figure has been placed in the Proposal; however, this does not
guarantee any payment for utility adjustments, neither does it confine
utility adjustments to the amount shown in the Proposal. It shall be the
Contractor's responsibility to provide the services of a licensed plumber
to make the utility adjustments determined necessary by the Engineer. No
payment will be made for utility adjustments except those adjustments
determined necessary by the Engineer. Should the Contractor damage
service lines due to his negligence, where such lines would not have
required adjustment or repair otherwise, the lines shall be repaired and
adjusted by the Contractor at the Contractor's expense.
The payment to the Contractor for utility adjustments shall be the actual
cost of the adjustments plus ten percent (10�) to cover the cost of bond
and overhead incurred by the Contractor in handling the utility adjust-
ments.
PAY ITEM NO. 3- MANFIOLE ADJUSTMENT:
This item shall include adjusting the tops of existing manhole to match
proposed grade as shown on the plans, in the detail at the back of this
document or as directed by the Engineer. Standard Specification Item Nos.
450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures"
shall apply except as herein modified.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Work shall be completed and street open to
traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar
days, a$100 dollars liquidated damage will be assessed per each manhol�
per day.
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing manholes. The Engineer will field verify thi�
inventory and provide the Contractor replacements for broken manhole
covers. The contractor shall replace the manhole covers which are damaged
during construction at no cost to the City.
Included as part of this pay item shall be the application of a
cold-applied preformed flexible butyl rubber or plastic sealing compounel
for sealing interior and/or exterior joints on concrete manhole sections,
as per current City Water Department Special Conditions.
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The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 4- WAT�R VALVE BOXES ADJUSTMENT:
Contractor will be responsible for adjusting water valve boxes to match
new pavement grade. The water valves themselves will be adjusted by City
of Fort Worth Water Department forces.
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing water valve boxes. The Engineer will field verify
this inventory and provide the Contraetor replacements for broken valve
boxes. The contractor shall replace the valve boxes which are damaged
during construction at no cost to the City.
The concrete shall be designed' to achieve a minimum compressive streazgt,la
of 3000 pounds per square inch. Work shall be completed and street open to
traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar
days, a$100 dollar liquidated damage will be assessed per each water
valve box per day.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 5- WATER METER BOX ADJUSTMENT:
This item only apply when the adjacent curb and gutter has been determined
to be removed and replaced as directed by the Engineer. The adjustment
shall include raising or lowering the existing water meter box to the
proper grade.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work. �
PAY ITEM N0.6-REMOVAL I�ND REPLACEMENT OF CONCRSTE CURB AND GUTTER:
These provisions require the contractor to remove all failed existing curb
and gutter, as designated by the Construction Engineer, and replace with
standard concrete curb and gutter, laydown curb and gutter, or in like
kind, as governed by the standard City Specifications, Item No. 104
"Removing Old Concrete", Item No. 502 "Concrete Curb and Gutter", and
Drawing Nos. S-S2 through S-S4. Pay limits for laydown curb and gutter
are as shown in Drawing No. S-S5 of the Standard Specifications.
Contractor shall sawcut the curb and gutter and pavement prior to removal.
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�
Included, and figured subsidiary to this unit price, will be the required.
sawcut excavation, as per specification Item No. 106 "Unclassified Street
Pxcavation", into the street to aid in the construction of the curb and
gutter. The pay limit will be 9" out from the gutter lip, with same day
haul-off of the removed material to a suitable dump site. The street void
shall be filled with H.M.A.C. Type "D" mix as per specification No. 300
"Asphalts, Oils, and Emulsions", Item No. 304 "Prime Coat" and Item No.
312"Hot Mix Asphaltic concrete" and compacted to standard City densities.
Top soil as per specification Item No. 116 "Top Soil", if needed, shall b�
added and leveled to grade behind the curb. Existing improvements with�ra
the parkway such as water meters, sprinkler system, etc. damaged durinr.J
construction shall be replaced with same or better at no cost to the City.
Backfill for curb and gutter shall be completad within fourteen (14)
calendar days from the day of demolition to date of completion. If the
contractor fails to complete the work within fourteen (14) calendar days,
a$100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for a1.�.
materials, labor, equipment and incidentals necessary to complete the
work.
PAY ITEM NO. 7-REMOVAL APTD R&PLACEMENT OF 6" CONCRETE DRIVFsWAYS:
This item shall include the removal and replacement of existing concrete
driveways, due to deterioration or in situations where curb and gutter is
` replaced to adjust grades to eliminate ponding water with same day haul-
off of the removed material to a suitable dump site. For specifications
governing this item see Item No. 104 "Removing Old Concrete", Item No.
504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway
are as shown in Drawing No. S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, supplies, and incidentals necessary to
complete the work.
PAY ITEM NO. 8- REMOVAL AND REPLACEMSNT OF 4" CONCRETFS SIDEWALR:
This item shall include the removal and replacement of existing concrete
sidewalk due to failure or in situation where curb and gutter is replaced
to adjust grades to eliminate ponding water with same day haul-off of the
removed material to a suitable dump site. For specifications goverr�i�ag
this item see Item No. 104 "Removing Old Concrete", and Item No. 504
"Concrete Sidewalk and Driveways".
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, supplies, and incidentals necessary ta
complete the removal and replacement work.
PAY ITEM N0.9-REMOVAL & REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE:
The contractor shall remove all existing deformed H.M.A.C. pavement anci/n�
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bad base material that shows surface deterioration and/or complete
failure. The Engineer will identify these areas upon which time the
contractor will begin work. The failed area shall be saw cut, or other
similar means, out of the existing pavement in square or rectangular
fashion. The side faces shall be cut vertically and all failed and loose
material excavated. As a part of the excavation process, all
unsatisfactory base material shall be removed, if required, to a depth
sufficient to obtain stable sub-base. The total depth of excavation could
range from a couple of inches to include the surface-base-some sub-base
removal for which the Engineer will select the necessary depth. The
remaining good material shall be leveled and uniformly made ready to
accept the fill material. All excavated material shall be hauled off site,
the same day as excavated, to a suitable dump site.
After satisfactory completion of removal as outlined above, the contractor
shall place the permanent pavement patch, with Type "D" surface mix. This
item will always 'be used even if no base improvements are required. The
proposed H.M.A.C. repair shall match the existing pavement section or the
depth of the failed material, whichever is greater. However, the patch
thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C.
pavement thickness will not exceed 6". Before the pateh layers ar�
applied, any loose material, mud and/or water shall be removed. A liquid
asphalt tack coat shall be applied to all exposed surfaces. Placement of
the surface mix lifts shall not exceed 3 inches with vibrator compactions
to follow each lift. Compactions of the mix shall be to standard densities
of the City of Fort Worth, made in preparation to accept the recycling
process.
All applicable provisions of Standard Specification Item Nos. 300
"Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix
Asphaltic Concrete" shall govern work.
The unit price bid per cubic yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY ITEM NO. 10 - GRADED CRUSH}sD STONES:
This item shall be used to repair the failed base material in areas exceed
8" deep as directed by the Engineer. The material shall be graded crushed
stones.
For specifications governing this item see Item No. 208 "Flexible Base".
The unit price bid per cubic yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY ITEM NO. 11 - WEDGE MILLING 2" TO 0" DEPTH 5.0' WID23:
l. Descrivtion
This item shall consist of milling the existing pavement from the lip
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of gutter at a depth,of 2" and transitioning to match the existing
pavement (0" cut) at a minimum width of 5'. The existing pavement to
be milled will either be asphalt, concrete, or brick pavement. The
removal and disposal of the milled materials shall be as directed by
the Engineer. The milled surface shall provide a smooth surface free
from gouges, ridges, oil film, and other imperfections of workmanship
and shall have a uniform textured appearance. In all situations where
the existing H.M.A.C. surface contacts the curb face the wedge milling
shall include the removal of the existing asphalt covering the gutter
up to and along the face of curb.
The wedge milling operations £or this project will be performed in a
continuous manner along both sides of the street. Details of milling
locations are at the back of this document. Contractor is required tio
begin the overlay, within five (5) calendar days from the date of the
wedge milling completion of any one street. Should the contractor fail
to meet this condition, the wedge milling will be shut down, and
liquidated damage of $500.00 per day per street will be assessed until.
all wedge milled streets are overlayed. The overlay, once begun on a
street shall continue uninterrupted until complete.
The Contractor shall haul-aff the removed material to a suitable 3ump
site.
2. Eauipment
The equipment for removing the pavement surface shall be a power
operated milling machine or other equal or better mechanical means
capable of removing, in either one pass or two passes, the necessary
pavement thickness in a five-foot minimum width. The equipment shall
be self-propelled with sufficient power, traction and stability to
maintain accurate depth of cut and slope.
The machine shall be equipped with an integral loading and reclaima.ng
means to iimc►ediately remove material being cut from the surface of the
roadway and discharge the cuttings into a truck, all in one operation.
Adequate back-up equipment (mechanical street sweepers, loaders, water
truck, etc.) and personnel will also be provided to keep flying dust
to a minimum and to insure that all cuttings are removed from street
surfaca daily. Stockpiling of planed material will not be permitted on
the project site unless designated by the Engineer. The machine shall
be equipped with means to control dust created by the cutting action
and shall have a manual system providing for uniformly varying the
depth of cut while the machine is in motion thereby making it possible
to cut flush to all inlets, manholes, or other obstructions within the
paved area. The speed of the machine shall be variable in order to
leave the desired grid pattern specified under Surface Texture.
The unit price bid per linear feet shall be full compensation for a11
labor, material, equipment, tools, and incidantals necessary to
complete the work.
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PAY ITEM NO. 12 - BUTT JOINTS - MILLED:
Description•
This item requires the contractor to mill "butt joints" into the existing
surface, in association with the wedga milling operation (PAY ITEM NO. 11)
to the depth and at locations as described below. The butt joint wi11
provide a full width transition section, whereby the new overlay shall
maintain constant depth at the point the new overlay is terminated and the
new surface elevation matches the existing pavement. The construction
activities, performance standards and equipment needed for the butt joints
milling operations shall be governed by the special provisions of Pay Item
No. 11 - Wedge Milling. The configuration of the butt joints is described
in more detail below. General details of butt joint locations - along
with wedge milling in general - are shown in plan form at the back of this
document.
Construction Details:
Prior to the milling of the butt joints, the contractor shall consult witla
the construction Engineer for proper location of these joints and verify
that the selected limits of the projects street are correct.
The general locations for butt joints are at all beginning and ending
points of streets listed in the project and as more graphically detailed
at the back of this specification book. The joints are also required on
both sides of all railroad tracks and concrete valley gutters, bridge
decks and culverts and all other items which transverse the street and end
the continuity of the asphalt 'surface. Each butt joint shall be 20 feet
long and milled out across the full width of the street section to a
tapered depth of 2". This milled area shall be tapered within the 20 feet
to a depth from 0" to 2" at a line adjacent to the beginning and ending
points or intermediate transverse items. This butt joint - when overlayed
- will consist of an asphalt section that will transition the new overlay
to match the existing pavement elevation.
The contractor shall provide a temporary wedge of asphalt at all butt
joints to provide a amooth ride over the bump.
Measurement and Pavment:
Butt joints as prescribed above, will be measured by the unit of each butt
joint milled. The disposal of excess material involvad will not be
measured for payment.
Each butt joint-milled, measured as above, complete-in place-in accordance
with these specifications, will be paid for at the unit price shown in the
proposal for "Butt Joints". The unit price bid per each shall be fuli
compensation for all milling, including material haul-off, tools, labor,
equipment and incidentals necessary to complete the required work.
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PAY ITEM NO. 14 - 2" H.M.A.C. SURFACE COIIRSE (TYPE "D" MIX):
All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-
; Mix Asphaltic Concrete", 300 "Asphalts, Oils and F�nulsions" and 304 "Prime
Coat" shall apply to the construction methods for this portion of the
project.
Standard Specification 312.5 (1) shall be revised as follows: The prime
coat, tack coat, or the asphaltic mixture shall not be placed unless the
air temperature is fifty (50) degrees Fahrenheit and rising, the tempera-
ture being taken in the shade and away from artificial heat. Asphaltic
material shall also not be placed when the wind conditions are unsuitable
in the opinion of the &ngineer.
The contractor shall furnish batch design of the proposed hot mix
asphaltic concrete for City approval 48 hours prior to placing the
H.M.A.C. overlay. The City will provide laboratory control as necessary.
The unit price bid per square yard of H.M.A.C. complete and in place,
shall be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM N0.15-RLNiOVAL & REPLACEMENT OF 7" CONCRTTE VALLEY GIITTER:
This item shall include the removal and reconstruction of existing
concrete valley gutters at locations to be determined in field by the
Construction Engineer.
Removal of existing concrete valley, asphalt pavement, concrete base, curb
and gutter, and necessary excavation to install the concrete valley
` gutters all shall be subsidiary to this pay item. Furnishing and placing
of 2:27 concrete base and crushed limestone to a depth as directed by the
Engineer and necessary asphalt transitions as shown in the concrete valley
gutter details, shall be subsidiary to this Pay Item.
See standard specification Item No. 314, "Concrete Pavement", Item 312
"Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item
No. 106, "Unclassified Street Sxcavation" Item No. 208 "Flexible Base",
Drawing No. S-S6 and detail enclosed. Measurement for final quantities of
valley gutter will be by the square yard of concrete pavement and the curb
and gutter section will be included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu
of Crushed Stone at no additional cost. See Item No. 314 "Concrete
Pavement".
Asphalt base material may be required at times as directed by the Engineer
to expedite the work at locations identified in the field.
SP-17
The concrete shall be designed to achieve a minimum compressive strerzgtka
of 3000 pounds per square inch. Contractor shall work on one-half of
Valley Gutter at a time, and the other half shall be open to traffic. 4�1o�-lc
shall be completed on each half within seven (7) calendar days.
If the contractor fails to complete the work on each half within seven (7)
calendar days, a$100 dollars liquidated damage will be assessed per each
half of valley gutter per day.
The unit price bid per square yard for Concrete Valley as shown o� �iaa.e�
proposal will be full compensation for materials, labor, equipment, tool�
and incidentals necessary to complete the work.
PAY ITEM NO. 16 - NEW 7" CONCRETE VALLEY GIITTER:
This item shall include the construction of concrete valley gutters ��
various locations to be determined in field by the Construction Engineer.
Removal of existing, asphalt pavement, concrete base, curb and gutter, anrl
necessary excavation to install the concrete valley gutters all shall be
subsidiary to this pay item. Furnishing and placing of 2:27 concrete k�ase
and crushed limestone to a depth as directed by the Engineer and necessa�
asphalt transitions as shown in the concrete valley gutter details shal�,
be subsidiary to this Pay Item.
See standard specification Item No. 314, "Concrete Pavement", Item 312
°Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item
No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base",
Drawing No. S-S6 and detail enclosed. Measurement for final quantities of
� valley gutter will be by the square yard of concrete pavement and the cur�
and gutter section will be included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu
of Crushed Stone at no additional cost. See Item No. 314, "Concr��e
Pavement".
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Contractor shall work on one-half of
valley gutter at a time, and the other half shall be open to traffic. Work
shall ba completed on each half within seven (7) calendar days.
If the Contractor fails to complete the work on eaeh half within seven (7)
calendar days, a$100 dollars liquidated damage will be assessed per each
half of valley gutter per day.
The unit price bid per square yard for Concrete Valley as shown on the
proposal will be full compensation for materials, labor, equipment, taols
and incidentals necessary to complete tha work.
PAY ITEM NO. 17 — NEW 4" STANDARD WHEFsLCHAIR RAMP:
SP-18
The Contractor shall construct standard concrete wheelchair ramps as �h�c�a
on the enclosed details, or as directed by the �ngineer.
The removal of existing substandard wheelchair ramps and sidewalk as
required for the installation of new wheelchair ramps shall be subsidiary
to this pay item. The removal and replacement of existing curb and gutter
as required for the installation of new wheelchair ramps shall be included
in Pay Item 6(Removal and Replacement of Curb and Gutter). Pay limits for
laydown curb and gutter are as shown in the Standard Pay Limit Deta�.�. (WR-
1) . The pay limit will extend from 9" outside the lip of gutter �c� �.� ��
back from the face of curb. Any asphalt tie-in shall be subsidiary to t�he
curb and gutter pay item. Pay�limits for °Standard Wheelchair Ramp" wi17�
start 15" back from the face of curb and encompass the remainder of �1a�
ramp and sidewalk.
All applicable provision of standard Specifications Item 104 "Removixa� t��t.
Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply eaccep� �t�
herein modified.
All concrete flared surface shall be colored .with LITHOCHROMS color
hardener as manufactured by L.M. Scofield Company'"ar equal. The color
hardener shall be brick red color and dry-shake type, and shall be used a�aa
accordance with manufactures instructions. Concrete stain may be appl.aed
after concrete is poured (Product sold by BAER).
"Contractor shall provide a colored sample concrete panel of one foot by�
� one foot by three inches dimension, or other dimension approved by �he
Engineer, meeting the aforementioned specification. The sample, upon
approval by the Engineer, shall be the acceptable standard to be applied
for all construction covered in the scope of this pay item.
The method of application shall be by screen, sifter, sieve or other means
in order to provide for a uniform color distribution."
The unit price bid per square yard for 4" standard wheelchair ramp as
shown on the proposal will be full compensation for materials, labor,
equipment, tools and incidentals necessary to compete the work.
PAY ITEM NO. 18 - 6" PERFORATED PIPE SIIBDRAIN:
This item shall consist of furnishing and installing 6" perforated
subdrain and filter material all as shown on the enclosed details, or ��
directed by the Engineer.
All applicable provision of standard Specifications Item 500 "SUBDRATNS°°
shall apply except as herein modified. The pipe material shall be poly
vinyl chloride (PVC) with the standard dimensional ratio of 35 (SDR35) and
meet the ASTM D 1784. Filter fabric shall have the capability of passing
ground water without transporting the soil placed around the filter
fabric. The fabric shall be constructed exclusively of synthetic
thermoplastic fibers and may be either woven or nonwoven to form a ma� �f
uniform quality. Fabric fibers may be either continuous or discon��..�xuous
SP-19
and oriented in either a random or a aligned pattern throughout the
fabric. The fabric shall be mildew resistant, rot proof, shall be
satiafactory for use in a wet soil and aggregate environment, contain
ultraviolet stabilizers and have nonravelling edges.
The fabric shall meet the following requirements when sampled and tested
in accordance with the methods indicated:
Test
Original Physical Properties Method Requirements
Fabric weight, on an ambient SDHPT Test Method
temperature air-dried tension Tex-616-J"Testing
free sample, expressed in of Construction
oz/sq. yd. Fibers"
Water flow rate by falling
head method, 7.9 inches (20
cm) to 3.9 inches (10 cm) on 2
inch ID cylinder with 1 inch
diameter orifice, with flow
rate expressed in gal/sq.
ft/minute.
Breaking load in either
machine or cross-machine
direction, expressed in
pounds.
Equivalent opening size (US
Standard sieve no.)
"Apparent elongation" at
breaking load in either
machine or cross-machine
direction, expressed as
percent.
Tex-616-J
ASTM Designation: D
1682 grab method G
as modified by
Tex--616-J
CW-02215, US Army
Corps of Engineers,
Civil Works
Construction Guide
Specification.
"Plastic Filter
Fabric", November,
1977.
ASTM Designation: D
1682 grab method G
as modified by
Tex-616-J
4.0 minimum for under
drains and Slope
Stabilization, 6.0
minimum for Gabions
Revetment
80 minimum
100 minimum
70 to 100
100 maximum
The "Filter Fabric" shall be installed in accordance with the
manufacturer's recommendations, as indicated or as directed by the
Engineer. When lapping is required, it shall be in accordance with the
manufacturer's recommendations. Baekfilling around the Filter Fabric shall
be done in such a way as not to damage the Filter Fabric material during
the placement.
The unit price bid per L.F. shall be full compensation for all labor,
SP-20
materials, equipments, tools, and incidentals necessary to comple�e t��
work.
PAY ITTM NO. 21 - 8" PAV�MENT PULVSRIZATION:
Contractor shall pulverize the existing pavement to a depth of 8". After
pulverization is completed, contractor shall temporarily remove and store
the 8" deep pulverized material, then cut the base 2" to provide place for
the new 2" H.M.A.C. surface. The 2" base cut shall start at a depth of 8"
from the existing pulverized surface. After the undercut operatio•rx ��
completed, contractor shall spread, mix, and compact the pulverizecl
material to a 95� compaction per City's Standard Specifications or as
directed by bhe Engineer in the field. A 3.5� portland cement shall be
used to mix the pulverized material.
If the existing pavement has a combination of 10" H.M.A.0 and crusk�ec�
stone/gravel, undercut will not be required, the contractor will pulve��ze
10" inches, the 2" inch cut will be taken from the 10" pulve�i�e�i
material. (soil test reports will be available at the pre-construct�.raa�
meeting.)
Pulverization shall start within (ten) 10 calendar days after all concre��
work has been completed on a street. If the contractor fails to begin t1�e
work within ten (10) calendar days, a$200 dollars liquidated damage will
be assessed per block per day.
After the pulverized material is cured, the contractor shall overlay it
with 2" H.M.A.C. surface within five (5) calendar days. If the contractor
fails to begin the work within five (5) calendar days, a$200 dollars
liquidated damage will be assessed per block per day.
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, tools, and incidentals necessary to pulverize,
remove and store the pulverized material, undercut the base, mixing,
compaction, haul off, sweep, and dispose of the undercut material.
The 2" H.M.A.C. surface will be paid by separate item.
PAY ITEM NO. 23 - REMOBILIZATION:
This item shall compensate the Contractor to remobilize personnel,
equipment, supplies, and n►aterial to perform an additional worls �s
directed by the Fsngineer. Remobilization will be considered when concrete
��Flat-work" has been completed, personnel and equipments were demobilized,
and the street is clean and ready for the overlay. Remobilization shall be
determined by the Engineer. Any Remobilization without the approval of the
Engineer will not be compensated.
The unit price per bid per each will be full compensation for all 1a�ar,
equipment, material, tools, and all incidentals necessary to complete the
work.
SP-21
PAY ITEM NO. 24 - UNCLASSIFIED STRFsET FsXCAVATION:
This item will be used if additional excavation is needed that is not
covered by Pay Item No. 21 -"8" PAVEMSNT PULVPRIZATION". Additional
Excavation is the removal of the excessive crown and base to bring the new
base to proper grade & City standard specifications for street
reconstruction. All applicable provisions of Item No. 106 "Unclassified
Street Excavation" shall apply, work shall be paid per cubic yard.
PAY ITEM NO. 25 - 2" SURFACE MILLING:
This item shall consist of milling the existing pavement at a depth of 2".
All applicable provisions of Pay Item No. 11 "Wedge Milling�� shall apply.
The unit price bid per square yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work. �
PAY ITEM NO. 26 - PAINT REPLACEMENT OF iiOIISE ADDRESS ON CURB REMOVED &
REPLACFsD •
This item shall include paint replacement of house address on curb and or
driveway radiuses that are removed and replaced in this contract. The
background shall be white reflective safety paint and the letters shall be
black exterior concrete enamel paint as directed by the construction
engineer. The minimum size for the background shall be 6" wide x 16" long
and the minimum size for the letters shall be 4" high or as directed by
the construction engineer.
The unit price per bid per each will be full compensation for all labor,
equipment, material, tools, and all incidentals necessary to complete the
work.
END OF SECTION
SP-22
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 HMAC Surface Overlav 2005-14 at Various Locations
and City of Fort Worth Project No. GS93-020930522770.
CONTRACTOR:
Peachtree Construction, Ltd.
By: ..�
Name: J. �3arry Clark
Title: President
Date: S( 29 1 A 5
STATE OF TEXAS §
§
COUNTY OF TARRANT §
Before me, the undersigned authority, on this day personally appeared
J. Barrv Clark
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
Peachtree Construction, Ltd.
for the purposes and consideration therein expressed and in the capacity therein stated.
' Given Under My Hand and Seal of Office this �� day of t'v�c�., , 20oS.
_ �-
sP"" °° Notary P blic in and for the State o
_ �°�`� CHERYL A. HOHENBERGER
* Notary Public, State of Texas Texas
'�',� oF �+P" My Comm, Expires July 30, 2008
CERTIFICATE OF INSURANCE
STANDARD FORM BY INSURER
ACOR�M CERTIFICATE OF LIABILITY INSURANCE 05/09/2005�
PRODUCER g17-737-4943 FAX 817-737-4947 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
K& S Group, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
Frank Siddons Insurance Fort Worth ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
4021 Hwy 377 South
Fort Worth, Tx 76116 INSURERS AFFORDING COVERAGE NAIC #
INSURED Peachtree Construction, Ltd. INSURERA: T1'SVe�Et'S Lloyds Insurance Co.
5801 Park Vi sta Ci r. iNsuReR s: Travel ers Indemni ty Co. of Conn .
Kel l er, TX 76248 wsuReR c Great Ameri can
iNsuReRo: Texas MutualInsurance Company
Phone: 817-741-4658 Fax: H�.%—T�L�.-46�{H INSURERE:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
GENERAL LIABILITY DT-CO-8225A589-TLC-04 06/30/2004 06/30/2005 EACH OCCURRENCE $ ], � QQQ � �Q�
X COMMERCIAL GENERAL IIABILIN DAMAGE TO RENTED $ 3OO � OOO
CLAIMS MADE � OCCUR MED EXP (Any one person) $ 5� QQQ
/� X Per Proj ect Aggr . PERSONAL 8 ADV INJURY $ 1� QQQ � QQ�
X XCU COV2t"dge5 GENERAL AGGREGATE S 2� OOO � OOO
GEN'L AGGREGATE LIMIT APPIIES PER: PRODUCTS - COMP/OP AGG $ 2� OOO � OOO
POLICY X jEC�T LOC
AUTOMOBILELIABILITY �.EEE—CAP—HZZSAS%%—�O�i 06/30/2004 06/30/2005 COMBINEDSINGLEIIMIT
(Ea accident) g 1 00� �Q�
X ANY AUTO � r
ALL OWNED AUTOS BODILY INJURY $
SCHEDULED AUTOS (Per person)
B X HIREO AUTOS BODILY INJURY $
X NON•OWNED AUTOS (Per accident)
PROPERN DAMAGE $
(Per accident)
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $
ANY AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
EXCESSIUMBRELLA IIABILITY TUU6627683-00 06/30/2004 06/30/2005 EACH OCCURRENCE _ $ 4� ��� � �0�
X OCCUR � CLAIMS MADE AGGREGATE S 4� OOO � OOO
� $
DEDUCTIBLE $
X REfENTION $ �.O � OO $
WORKERSCOMPENSATIONAND TSF-0001133277 06/30/2004 06/30/2005 X WCSTATU- OTH- _
EMPLOYERS' LIABI�ITY E.L. EACH ACCIDENT $ �I. � OOO � OOO
p ANY PROPRIEfOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYE $ Z� OOO � OOO
If yes, describe under
SPECIAL PROVISIONS below E.l. DISEASE - POLICY LIMIT $ l. � OOO � OOO
OTHER
DESCRIPTION OF OPERATIONS f LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDQRSEMENT I SPEC�AL PROVISIONS,
ro�ect: HMAC Surface Overlay (2005-14) at Various Locat�ons Pro�ect No.: GS93-020930522770
ertificate holder is named as an additional insured on general liability and auto liability with a
aiver of subrogation on general liability, auto liability and workers compensation.
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
ACORD 25 (2001/08) FAX: (817)871-8092
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUIN(3 INSURER WILL ENDEAVOR TO MAIL
3O DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
8UT FAILURE TO MAIL SUCH NOTICE SHAI.L IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES.
AUTHORI2ED REPRESENTATIVE
Steven Siddons/LSCOTT `'���. ���f��
OACORD CORPORP�TION 1988
F
C
�
.�
THE STATE OF TEXAS
COUNTY OF TARRANT
Bond# 104376945
PERFORMANCE BOND
.
KNOW ALL BY THESE PRESENTS:
[ Thatwe, (1) Peachtree Construction, Ltd. , as Principal herein,
and (2) 'I`ravelers Casualty And Surety Company Of America
,
a corporation organized under the laws of the State of (3) connecticut
,
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 Six Hundred
Twentv Thousand, Ninetv Dollars and No Cents ($620.090.00 ) 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 3�d day of May , 2005, a copy of which is attached hereto and made
a part hereof for all purposes, for the construction of HMAC SURFACE OVERLAY
2005-14 Proiect No. GS93-020930522770.
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 3`d day of May , 2005.
�"�rrJ'..�'.��1 %''�!�'��i�
;�.;,.,. a,�,.;,�:,,'�D�
,-.] 7„
�rvJ U '�� �'�' ��I lL ��t� u "�I
"' � � i:�5'�:� �1., � � : �:� �
l U `,'''; r;1` [ jI �U }��
� '� �:J J: L Jl� � U �L1��
ATTEST:
- ,
,
(Principal) Secretary
(S E A L)
Y
� Witness as to Principal
AT T�
� / `�`
� ecr ry
�
(S E A L)
Q
Peachtree Construction, Ltd.
PRINCIPAL
By: �—
Name: J. Barry Clark
Title: President
Address: 5801 Park Vista Circle
Keller, TX 76248
Travelers Casualty And Surety Company
Of America
SURETY
By: ,s�rr� �� _^
Name: Lorrie Scott
Attorney in Fact
Address: 4021 xwy 377 south
Fort Worth, TX 76116
� .�
c� _ ---j �
� ��' �'�'l�i�
( Witness as to S rety Telephone Number: 817-737-4943
I
�
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.
THE STATE OF TEXAS
COUNTY OF TARRANT
,
Bond# 104376945
PAYMENT BOND
KNOW ALL BY THESE PRESENTS:
That we, (1) Peachtree Construction. Ltd. , as Principal herein,
and (2) Travelers Casualty And Surety Company Of America
,
a corporation organized and existing under the laws of the State of (3) connecticut ,
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 Six
Hundred Twentv Thousand, Ninetv Dollars and No Cents Dollars ($620,090.00 ) 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 3�d day of May , 2005, 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: HMAC SURFACE OVERLAY 2005-14 Proiect No. GS93-
020930522770.
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 3`d day of May , 2005.
f
�
ATTEST:
<�� � � �
(Principal) Secretary
(S E A L)
p
Witness as to Principal
�� ATT
r � , � � ��i-��C..J
Secreta
(SEAL)
Peachtree Construction, Ltd.
PRINCIPAL
By: �
Name: J. Barry Clark
Title: President
Address: 5801 Park Vista Circle
Keller, TX 76248
Travelers Casualty And Surety Company
Of America
SURETY
By: ,�/6l7't'p �J�''�� --.
Name: Lorrie Scott
Attorney in Fact
Address: 4021 .xwy 377 south
Fort Worth, TX 76116
��� . __ — :
�� �2� .Le. vH
� Witness as to Surety Telephone Number: 817-737-4943
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# 104376945
THE STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL BY THESE PFZESENTS:
That Peachtree Construction, Ltd. ("Contractor"),
as principal, and,
Travelers Casualty And Surei-y c'r�m�anv nf AmPri ca a
corporation organized under the laws of the State of Connecticut , ("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 Couniy, Texas, the sum
of Six Fiundred Twentv T'housand, Ninetv Dollars and No Cents Dollars ($620,090.00 ),
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, executor�, administrators,
assigns and successors, jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has thi� day entered into a written Contract with the City of Fort Worth,
dated the 3�d of Mav , 20 05, a copy of which is hereto attached and made a part hereof, for the
performance of the following described public improvements: HMAC SURFACE OV RLAY 2005-14 �4T
VARIOUS LOCAiIOWS the same being referred io herein and in said contract as the Work and being
designated as project number(s) GS93-020930522770 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 For� 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 THEREFOF2E, 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 3`d day of Mav , A.D. 2005.
Peachtree Construction, .Ltd.
PRINCIPAL
ATTEST: BY�
� - Name: J. Ba�'ry Clark
(Principal) Secreta
Title: President
(S E A L)
Witness as to Principal
ATT
�
Secretary
(S E A L)
Address: 5801 Park Vista Circle
xP11Pr, TX 76248
Travelers Casualty And Surety Company
Of America
SURETY
g �� G • � -
y� ---
Name: Lorrie Scott
Attorney in Fact
Address: 4021 Hwy 377 South
Fort Worth, TX 76116
- � � /� � ..��-�}�. �/✓L C
Witness as to Surety Telephone Number:
- NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
817-737-4943
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.
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
TRAVELERS CASUALTY AND SURETY COMPANY
FARNIINGTON CASUALTY COMPANY
Hartford, Connecticut 06183-9062
POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT
KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
corporations duly organized under the laws of the State of Connecdcut, and having their principal offices in the City of Hariford,
County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these
presents make, constitute and appoint: Holly A. Gravenor, Lorrie Scott, Steven B. Siddons, Shirong Chen, of Fort Worth,
Texas, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at
any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances,
contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and
all consents incident thereto and to bind the Companies, thereby as fully and to the same e�ent as if the same were signed by the
duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are
hereby ratified and confirmed.
This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are
now in full force and effect:
VOTED: That the Chauman, the President, any Vice Chauman, any Executive Vice President, any Senior Vice President, any Vice President, any
Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact
and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe
to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in
the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such
appointee and revoke the power given him or her.
VOTED: That the Chaurnan, the President, any Vice Chauman, any Executive Vice President, any Senior Vice President or any Vice President
may delegate all or any part of the foregoing authority to one or more ofiicers or empioyees of this Company, provided that each such delegation is
in writing and a copy thereof is filed in the of�'ice of the Secretary.
VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional
undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chauman, any Executive Vice President, any
Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any
Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if
required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or
by one or more Company of�'icers pursuant to a written delegation of authority.
This Power of Attorney and Certi�cate of Authority is signed and sealed by facsimile (mechanical or printed) under and by
authority of the following Standing Resolution voted by the Boards of Directors of TRAVELEItS CASUALTY AND SURETY
COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY
COMPANY, which Resolution is now in full force and effect:
VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice
President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be af�'ixed by facsimile to any
power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for
purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney
or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and
certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the fuhue with respect to any bond or
undertaking to which it is attached.
(02-OS) Unlimited
�� w
�ravelers
IMPORTANT DISCLOSURE NOTICE OF TERRORISM
INSURANCECOVERAGE
On November 26, 2002, President Bush signed into law the
Terrorism Risk Insurance Act of 2002 (the "Act"). The Act
establishes a short-term program under which the Federal
�overr,ment will share in the payment of covered losses caused
by certain acts of international terrorism, We are providing you with
this notice to inform you of the key features of the Act, and to let
you know what effect, if any, the Act wili have on your premium.
Under the Act, insurers are required to provide coverage for
certain losses caused by international acts of terrorism as defined
in the Act. The Act further provides that the Federal Government
will pay a share of such losses. Specifically, the Federal
Government will pay 90% of the amount of covered losses caused
by certain acts of terrorism which is in excess of Travelers'
statutorily established deductible for that year. The Act aiso caps
the amount of terrorism-related losses for which the Federal
Government or an insurer can be responsible at
$100,000,000,000.00, provided that the insurer has met its
deductible.
Please note that passage of the Act does not result in any change
in coverage under the attached policy or bond (or the policy or
bond being quoted). Please also note that no separate additional
premium charge has been made for the terrorism coverage
required by the Act. The premium charge that is allocable to such
coverage is inseparable from and imbedded in your overall
premium, and is no more than one percent of your premium.
:
Travelers' J �'
rMp0�2TANT NOTICE
� � i ' � � \.�j �, � � !i i.� ' � ° •
Yau may contact Travalers Casualty & Surety Company of Ainerica, Travelers Casualty
& Surety Company, Travele�a IndcmnIty Company, Standard Firc Insurancc Company
and/or Fsrmington Casualty Company for informauon or to mafce a complaint a�:
Travelere $ond
Attn: Claims
1500 Maxkct Strect
Wcat Tower, Suite 2900
Philadelphia, PA 19102
(267) 675-3130
(267) 675-3102 Fax
�"ou may con�act the Texas Department of Insutance to obtain thc information on
companies, coverages, ri�hts or wmplaints at:
'Tcxas Deparimcnt �f Ir.aurance
P.O. Box 149104
Auatin, TX 78714-9104
(800) 252•3439
ATTACH T'KTS NOTICB TO YOUR BOND. Tfiis notice is for informacion oniy nnd
does not become a parc or a eondition of the attached document and is given co comply
with Seccion 225�•021, Govamment Code, and Scction 53.202, Propert}• Code, effective
Septcmbcr l, 2001.
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 3'" day of Mav , 20 05 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
Peachtree Construction. Ltd. 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 comptete the
construction of certain improvements described as follows:
HMAC SURFACE OVERLAY 2005-14
AT VARIOUS LOCATIONS
Designated as project number, GS93-020930522770
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.
� :;.
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3.
`r ' 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.
�
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 65 (Sixtv Five) working days.
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in the
General Conditions, there shall be deducted from any monies due or which may thereafter become due
him, the sum of $ 315.00 per working day, not as a penalty but as liquidated damages, the
Contractor and his Surety shall be liable to the Owner for such deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
Specifications, and Contract Documents, then the Owner shall have the right to either demand the surety
to take over the work and complete the same in accordance with the Contract Documents or to take
charge of and complete the work in such a manner as it may deem proper, and if, in the completion
thereof, the cost to the said City shall exceed the contract price or prices set forth in the said Plans and
Specifications made a part hereof, the Contractor andlor its Surety shall pay said City on demand in
writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost.
�
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 anv such iniurv, dama_qe or death is caused, in whole or in part, bv the
neqliqence or alleqed neqliqence of Owner, its officers, servanis, or emp/ovees. Contractor
likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and
all injuries to Owner's o�cers, 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 anv such iniurv or damaqe is caused in whole or in part bv the
neqliqence or alle_qed neqliqence of Owner, its officers, servants or emploVees.
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.
�
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 Contraetor. The agreed upon total contract amount (including/excluding) alternates N/A
shall be
SIX HUNDRED TWENTY THOUSAND, NINETY DOLLARS
AND NO CENTS
$620,090.00
C-3
�
it is further agreed that the perFormance of this Contraci, eifiher 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.
s The Contractor agrees to pay at least fhe 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 ihe life of this contract insurance as
specified in paragraph 8 of Special Instruction to Bidders of this contract documents.
12.
It is mutually agreed and understood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Con#ract, and the Contractor
agrees to fully comply with all the provisions of the same.
IN WITNESS WHEREOF, the City of Fort Worth has caused fhis instrument to be signed in Six 6
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, wiih the
corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through
its duly authorized officers in Six 6 counterparts with its corporate seal attached.
C-4
�
Done in Fort Worth, Texas, this the 3'd day of Mav , 20 05 .
� RECOMMENDED:
� , , __
; `_ —� - ;
f '�:" �_ ���
DIRECTOR, DEPARTMENT OF
ENGINEERING
� PEACHTREE CONSTRUCTION, LTD.
6
:
(Contractor)
� � �--
� �
J. BARRY CLARK
(Representative)
PRESIDENT
(TITLE)
5801 PARK VISTA CIR.
(Address)
KELLER, TX 76248
(City/State/Zip)
November 1960
Revised May 1986
Revised September 1992
Revised January 1993
Revised April 1999
Revised June 1999
Revised June 2001
C-5
CITY OF FORT WORTH
��: �1ti �.1�� _ :�► .'_ :�G..: . . � •�
,
. . . . -
APPROVED:
�
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DIRECTOR, TRANSPORTATION AND
PUBLIC WORKS
ATTEST:
CITY SECRETA Y
(SEAL)
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Contr:act �uthorizatiom.
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_ � _ � � )
Date
APPROVED AS TO F
IST
ATTORNEY
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FORT WORTH IN l.OGO-
CHELTINGHAM BOLD
ALL OTHER �ETTERING IN ARIAL BOLD
LOGO COIORS�
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HEIGHT VARIES
1. ALL CONCRETE USED SHALL BE 300 0 PSI.
2. CONCRETE COLLAR SHALL EXTEND TO THE BOTTOM OF BASE (MIN.) -- _-- �_--�—_
3. CONCRETE COLLAR SHALL BE: ��'. ��';'''�':, � �,�r'' J,�i�1�
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Tha T �ei�larced conente viv�/sy sho//�ap/oc� ll� top T�`al fhe povQm�nt wllh !he �emolnin�
Pa�1lon�ot povemenl l0 6e consl�ucl�d /ac/udlap tubyrodt l�fotmtnl, !n oceo�danci
wlPu bhe typtcat par/np ieellon. Tb� eoncr�t� r+v//ey wIJlb� por��Q�d acea�rdin� lo
cily slvndordi lo� co�cr�l� ca�b v�d purtt�'. Tb• coacr�t� sboll bt of iroshed
ond.�c�ientd oppi�pote irllh • ar/n, of t/v�(SJsoc�ti of c�mi�rt p�� cublcyerd
of conc��ts . W�th a minimum compressi ve strength of 3,000 pounds per
square inch in seven days. �
CONCRETE V,4LLEY DETA/LS
367
GROUNO LINE
0
�
� .�
N Z
�
_�
1.5�MIN. FACE OF CURB.
SUITABLE �
MATERIAL
TAMPEO�IN .� .n .
I.IFTS NOT CURB ANO ~
EXCEEOINC ��. GUT7ER
12t' LOOSE.
+� • 1► /�
_j �w{,�i1*nM. .
` r � ,TOP OF CURB
.t�, •�,�
wasNEo RO�CK, 12• OYERLAP
PER ITEM 402 ' .
� �. � FILTER FABRIC PEfl
% ' PAY iTEM NO. 1�
� `� 0. 3'
1.5' �
.,
PIPE SHALL� BE 6' PERFORATED
POLYVINYL CHLORIDE TUBING
PER ASTM D-1764 UNLESS
SPECIFIED OTHERW.ISE. �
Addendun 3
SueoRA1N .
CITY Of FORT WORTH�TEXAS-CONSTRUGTION STANOARO
''' ORAWING N0. S—S 11 r1001F. OATE: 3-7-�95
,
0
ATTENTION:
CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGQNAL CR�SSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 & 60. �
) \'
/ • �
_ �. .. : ►
CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD
�OCTOBER, 1992, REDRAWN �CTOBER 2002 �
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EXISTWG CURB
ANO GUTTER -
m
SAWCUT FOR
CONCREiE
PAVEMENT -
G/ROOvE
Jb NTINGm
TOOL —�
SODDING
AS REQUIRED
JOINT DETAIL
EXISTING 15' R
SCAI.E 1 " = 5'
�----� SIDEWA�K RAMP
W/ COLORED SURFqCE
NOTES
�) EXPANSION JOINT AND SILICONE SEALING
SHAI.L 8E SUBSIOIARY TO UNIT PRICE BID
FOR SIDEWALK.
2) THE ACTUA� LIMIT OF REMOVAL OF EXIST
—ING CURB AND GUTTER ANO SIOEWA�K SHALL
8E AS DIRECTEQ BY THE ENGINEER IN THE
FIEI.D.
MONOLITHIC SIDEWALK CURB
GRdOVE
164' WITH
J INTING
TOOI
�SOaDING
AS REQUIRED
EXPANSION JOINT dc SILICONE SEALING
. i-BACK OF PROP. CURB
FACE OF PROP. 7" CURB
SAWCUT FOR HMAC PAVEMENT
ORT WORT crnr oF Fo�r wa�, rExAs � oAr�: os�2oa4
ACCESSA8ILITY RAMP —
JOINT DET'AIL . STR-033
ORT WOR
Leve! Landlng a�t Tnp af P� Icular Pubiic
Sl�ewaMc Cu� . rr�
PHRPEN�ICUI.AR PUBLIC SIDE4VALK CURB RAAIP
i� -
—�
(b}
PARALLEL RUBLiC SIDEWALFC WR8 RAMP
(c)
COINBIh'ED (PAftALLEUPERP�dYDICULAai) PUBLIC
31dEWALKCURB RAMP
Flp. SB
Puhtla S{dewaEk Curh Rnmp
CITY OF FORT WORTH, IEXAS
ACCESSABILITY RAMP -
TYPICAL CROSS SECTION
/'.'. . 1 . '1 r': ;� ::1
ii �' �4I� �'� , �: l� Ifi;.C:. . 1
;� � 1,I �. � �: ��: v�`.,;
;-� � r � r ���
�»�— �.:,�,
STR==034
RUNNING
SLOPE
1:20 MAX
X �
Y
RUNNING SLOPE
1:12 MAX
COUNTER SLOPE
1:20 bfAX
r
WALK CURB RAMP STREET
NOTE:
(1) Slope = y/x �rhere x la a level alape
(2) Cauntar alope shall nat ezceed 1�20
Fig. B4.7.2
Measurement oP Curb Ramp Slope
NOTE; If 7C < 48" (1220 mm) then the alope o( tha
flarad aidee ehall aat exoeed L:12
(a) Flarad 9ldas
ORT WORT
�39 mi�n �Y-�
915
:D SIDE
Fig. 84.7.5
5ides of Curb Ramps
i�i�i�i�i
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•
(h) Returned Cur6
1
Fig. B4-7.B
Built-up Curb Ramp
OCTOBER, 1992, REDRAVYN OCTOBER 2002
CIN OF FORT WORTH, TEXAS
ACCESSABILITY RAMP -
RAMP SL�PE DETAILS
_. ,. - \_ �
4 ' J
)AT�t � 09/��04;ii � , '
-_ ;
STR-036'� �
ATTENTION:
CURB RAMPS 5HALL BE CONSTRUCTED PERPENDICULAR TO THE CiTRB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAG�NAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 & 60.
CITY OF FORT T�YORTH, TEXAS - CONSTRUCTION STANDARD
OCTOBER, 1�92, REDRA�YN OCTOBER 2002
� 'I
SXISTING CURB
de GUTTER
e-
18" OR 24"
SAIICUT FOR
�HMAC PYMT.
SODDING
As ItBqt7IREn
BACK OF
PROF. CH.
TYP E = II I �
EXI5TING 15' R.
SCALE 1" = 4'
� SIDEWALK RAMP WITH
COLORED SURFACE
� BROOM FINISH
������� �
— �[ONOLITffiC CURB
98
f `'
w�
�
f �_12
1:48 SODDIPIG
; �'— AS R6QUIRED
\ �— HACK OF PROP CURB
FACS OF 7" CURH
LIQSTING CURH & GUITER
`3AlICi7T FOR CONCRETS PAVSMENT
ORTWORT � �ITY OF FORT WORTH, TEXAS OATE: 09/2004
ACCESSABILITY RAMP --
TYPE IQ (15' RADIUS) STR-039
i
s
I II
EXISTiNG CURB
& GUTfER
18" OR 24°
SAWCUT FOR
HMAC PVMT.
I —I 4— 6"
SO�DING
AS REQUIRED
ORT WORT
BACK OF
PROP. CB.
TYPE III
EXISTING 20' R.
SCALE 1 " = 4'
�SIDEWALK RAMP WITH
COLORED SURFACE
� BROOM FINISH
HMAC TIE-IN
iF
VARIABLE HEIGHT CURB
/ EXISTING CUR9 dc GUTfER
SODOING
AS REQUIRE�
BACK OF PROP CURB �
FACE OF 7'� CURB '
i�) '� c_, ,�
SAWCUT FOR CONCRETE PAVEMENT ,�,, j� a��_, �' � � '��'� I'�� �
a a f
CI7Y OF FORT WORTH, TEXAS oATE: as/2no4 _:
ACCESSABILITY RAMP -
TYPE III (20' RADIUS) STR-040
` HMAC SURFACE OVERLAY (2005-14)
Blk Limits Proiect Name Limits Procedure Quantitv CD Map
. 3800 - 3999 E 4TH ST BRANDIES ST - GROSS ST MOL 0.42 LM 8 64S
1300 - 1525 ALLEN AVE BEVERLY AVE - DELAWARE AVE MOL 0.68 LM 8 77Q
700 - 799 E ANNIE ST SOUTH FWY - MISSOURI AVE POL 0.12 LM 8 77F
800 - 899 ARLINGTON AVE SOUTH FWY - EVANS AVE MOL 0.23 LM 8 77P
1400 - 1499 ARLINGTON AVE YUMA ST - DELAWARE AVE POL 0.2 LM 8 77Q
2500 - 2599 AVE A W DEAD END - S BEACH ST POL 0.18 LM 8 78J
800 - 899 E BALTIMORE AVE SOUTH FWY - EVANS AVE POL 0.23 LM 8 77P
3200 - 3299 COLLIN ST WICHITA ST - FOARD ST MOL 0.3 LM 8 92B
- 3300 - 3599 COLLIN ST FOARD ST - SHACKLEFORD ST POL 0.78 LM 8 92B
1400 - 1499 DAVIS AVE YLTMA ST - E CUL-DE-SAC POL 0.14 LM 8 77Q
1700 - 1799 DELAWARE AVE E ALLEN AVE - ELMWOOD AVE MOL 0.12 LM 8 77R
1900 - 1999 DELAWARE AVE E JEFFERSON AVE - E RICHMOND AVE POL 0.13 LM 8 77R
2100 - 2199 DELAWARE AVE E BALTIMORE AVE - E ARLINGTON POL 0.14 LM 8 77Q
AVE
2300 - 2399 DONNYVILLE CT W CUL-DE-SAC - STARDUST LN MOL 0.12 LM 8 91D
800 - 899 ELMWOOD AVE SOUTH FWY - EVANS AVE POL 0.23 LM 8 77P
1300 - 1499 ELMWOOD AVE BEVERLY AVE - DELAWARE AVE MOL 0.68 LM 8 77Q
4200 - 4249 HEATHER TRL NORTH GLEN DR - GLEN GARDEN AVE MOL 0.18 LM 8 78W
2400 - 2699 HLJN"I'ING DR OLD MANSFIELD RD - EL RANCHO RD MOL 0.84 LM 8 91D
2700 - 3099 HUNTING DR EL RANCHO RD - TRUELAND DR POL 0.73 LM 8 92E
2000 - 2599 MC CURDY ST E RICHMOND AVE - E ROBERT ST POL 1.26 LM 8 77V
2300 - 2689 PINE ST E LANCASTER AVE - UP RR MOL 0.63 LM 8 77C
I300 - 1399 STEWART ST E MAGNOLiA AVE - E MORPHY ST MOL 0.18 LM 8 77K
1400 - 1499 STEWART ST E MORPHY ST - E MYRTLE ST POL 0.18 LM 8 77K
150 - 199 TENNESSEE AVE UP RR - E DAGGETT AVE MOL 0.14 LM 8 77G
2800 - 2999 THRALL ST CRENSHAW AVE - MARTIN LUTHER MOL 0.21 LM 8 78T
KING FWY
900 - t 199 E TUCKER ST KENTUCKY AVE - TENNESSEE AVE MOL 0.69 LM 8 77F
1000 - 1099 VERBENA ST NEW YORK AVE - BRANSFORD ST POL 0.28 LM 8 77K
Total Lane Miles for Contract H2O05-14 10.02
MOL - Mill Overlay POL - Pulverized Overlay
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