HomeMy WebLinkAbout031613 - Construction-Related - Contract - Peachtree Construction, Ltd. ZS
^v;TY SF("9ETAR. THIS COPY FOR:
CONTRACT NO. SPECIFICATION N RAVOR
AND CONTRACTOR'S BONDING CO.
CITY SECRETARY
CONTRACT DOCUMENTS CITY MANAGER'S OFFICE
FOR ENGINEERING DIV.
...__.VPW-FILE COPY
H.M.A.C. SURFACE OVERLAY (2005-4,)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
PROJECT NO. GS93-020930522670
2005
MIKE MONCRIEF CHARLES BOSWELL
MAYOR CITY MANAGER
ROBERT D. GOODE, P.E. , DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS RADEMAKER, P.E. , DIRECTOR
DEPARTMENT OF ENGINEERING
PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ENGINEERING COORDINATION �t
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City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 3/8/2005
DATE: Tuesday, March 08, 2005
LOG NAME: 20HMAC05-4 REFERENCE NO.: **C-20555
SUBJECT:
Authorize Execution of a Contract with Peachtree Construction, Ltd for Hot Mix Asphaltic Concrete
Surface Overlay 2005-4 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$367,160.00 for 50 working days for Hot Mix Asphaltic Concrete (HMAC)
Surface Overlay 2005-4 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 Surface Overlay 2005-4, 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 streets included in this contract are planned for the replacement of water and/or sewer lines. The
Transportation and Public Works Department has determined that curb-to-curb restoration of the pavement
surface is the best option for the repair of these streets.
The costs for repair of these streets will be shared equally (50/50) between the Water Department and the
Transportation and Public Works Department.
The funding for this project was appropriated under(M&C G-14677), dated 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 on November 12 and 18, 2004. On December 9, 2004, the following
bids were received:
Bidders Amount
Peachtree Construction, Ltd $367,160.00
Austin Bridge & Road, LP $376,351.00
e
APAC-Texas, Inc. $398,948.00
JLB Contracting, LP $422,814.00
Peachtree Construction, Ltd is in compliance with the City's M/WBE Ordinance by committing to 1%
M/WBE participation and documenting good faith effort. Peachtree Construction, Ltd. identified several
subcontracting and supplier opportunities. However, the M/WBE Contractors contacted in the areas
identified, did not submit the lowest bids. The City's goal on this project is 15%.
This project is located in Council District 3.
In addition to contract cost, $12,850.00 is required for inspection and $9,180.00 is required for project
contingencies.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the
Contract Street Maintenance Fund and the Water and Sewer Capital Projects Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
GS93 541200 020930522670 $183,580.00
P162 541200 060162152380 $69,760.00
P172 541200 070172131420 $113,820.00
Submitted for City Managers Office by: Marc Ott (8476)
Originating Department Head: Robert Goode (7804)
Additional Information Contact: George Behmanesh (7914)
NOV-19-2004 FRI 01:24 PM TRANSPORTATION PUBLIC WK FAX NO, 817 871 8092 P. 02
■
CITY OF FORT WORTH
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ADDENDUM No.1
TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
fl.M.A.C.PAVEMENT SURFACE OVERLAY(20054)
AT VARIOUS LOCATIONS
PROJECT NO.GS93-020930522670
The contract and documents for the subject project are hereby revised or amended as the
following:
The primary purpose of this addendum is to clarify the following on the Notice to Bidders:
1. delete the first paragraph as below:
Addressed to Mr. Charles Boswell, City Manager of the City of Fort
Worth, Texas will be received at The Purchasing Office until 1:30
P.M. ,, December 16, 2004 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, 10.00 Throckmorton Street,
Fort Worth, Texas, 76102.
and replace with the first paragraph as below:
Addressed to Mr. Charles Boswell, City Manager of the City of Fort
Worth, Texas will be received at The Purchasing Office until 1:30
P.M. , December 09, 2004 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.
10 2. delete the following PUBLICATION: as below:
November 11, 2004
November 18, 2004
and rejelace with the following PUBLICATION as below:
November 12, 2004
November 18, 2004
Please acknowledge receipt of this addendum by inserting signed copy of same into your
proposal at time of bidding. Failure to return a signed copy of this proposal shall be grounds of
rendering the bid non-responsive.
RECEIPT ACKN'O'WLEDGES: George A. Behmanesh,P.E.,Assistant Director,TPW
By:� By: !FiZ!Wh3- Uwr /I-14�Z occf
Susan L. Schwinger,P.E., roject Engineer
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
H.M.A.C. SURFACE OVERLAY (2005-4)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
PROJECT NO. GS93-020930522670
2005
A. DOUGLAS RADEMAKER, P.E. bAE
DIRECTOR, DEPARTMENT OF ENGINEERING
GEORGE A. EHED� , P.E. DATE
ASSISTANT DIRECTOR
TRANSPORTATION PUBLIC WORKS DEPARTMENT
f
DOO KIM, P.E. DATE
CAPITAL PROJECT ENGINEER WATER DEPARTMENT
TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Prevailing 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. Soil Test Report
17. Street Locations
NOTICE TO BIDDERS
Sealed proposals for the following project:
H.M.A. C. SURFACE OVERLAY (2005-4)
AT VARIOUS LOCATIONS
Project No. GS93-020930522670
Addressed to Mr. Charles Boswell, City Manager of the City of
Fort Worth, Texas will be received at The Purchasing Office until
1:30 P.M. , December 16, 2004 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 .
�i
A pre-bid conference will ' be held at 9 :30 A.M. , November 23, 2004
in the Transportation and Public Works Conference Room 293, 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 Mr. Jeremy W. Kraft, at (817)
392-6637 .
Charles Boswell Robert D. Goode, Director
City Manager Transportation and Public Works
PUBLICATION: By:
Y
November 11, 2004 NajiV N. Fares, P.E. ,
November 18, 2004 Street Program Manager, TPW
P-1
�* 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 42proximate 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 famished maybe 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 prier to the bid receipt. Information regarding the status of addenda may be
obtained by contacting the Department of Engineering Construction Division at(8 f7)
871-7910. Bids that do not acknowledge all applicable addenda will be rejected as non- ._
responsive.
SPECIAL INSTRUCTIONS TO BIDDERS
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4. AWARD OF CONTRACT: The contract, if awarded,will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine(49)City
business days from the date that the M/WBE UTILIZATION FORM,PRFSAE
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") is received by the City.
5. PAYMENT PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the
Texas Government Code, as amended.
A. If the total contract price is$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
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FM
va 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General
Provisions,Item 8,Paragraph 8.6,Standard Specifications for Street and Storm Drain
go Construction of the City of Fort Worth,Texas, concerning liquidated damages for late
completion of projects.
7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not
On 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
Oft the City of Fort Worth(1986), as amended,prohibiting discrimination in employment
practices.
PIS 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
ow 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
po 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
Ob ($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-
P• 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
V• Instructions to Bidders-Item 16.
ADDITIONAL INSURANCE REQUIREMENTS:
on
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
PM coverage under Contractor's workers'compensation insurance policy.
B. Certificates of insurance shall be delivered to the City of Fort Worth, contract
am 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
P
days notice of cancellation, non-renewal, and/or material change in policy terms
SPECIAL INSTRUCTIONS TO BIDDERS
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ON
" or coverage. A ten days notice shall be acceptable in the event of non-payment of
premium.
E. Insurers must be authorized to do business in the State of Texas and have a
current A.M. Best rating of A: VII or equivalent measure of financial strength and
solvency.
F. Deductible limits, or self-funded retention limits, on each policy must not exceed
,ot $10,000.00 per occurrence unless otherwise approved by the City.
G. Other than worker's compensation insurance, in lieu of traditional insurance, City
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups. The City must approve in writing any alternative
coverage.
H. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
�• recovery in favor of the City.
I. City shall not be responsible for the direct payment of insurance premium costs
for contractor's insurance.
J. Contractor's insurance policies shall each be endorsed to provide that such
insurance is primary protection and any self-funded or commercial coverage
maintained by City shall not be called upon to contribute to loss recovery.
K. In the course of the project, Contractor shall report, in a timely manner,to City's
officially designated contract administrator any known loss occurrence which
could give rise to a liability claim or lawsuit or which could result in a property" loss.
L. Contractor's liability shall not be limited to the specified amounts of insurance
required hereid.
M. Upon the request of City, Contractor shall provide complete copies of all
Ohl 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 Ue 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.
OW
SPECIAL INSTRUCTIONS TO BIDDERS
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"Texas resident bidder" means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
h
has its principal place of business in this state.
This provision does not apply if the project is funded in whole or in part with federal
funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet specifications. The failure of a non-resident contractor to do so
will automatically disqualify that bidder.
12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort
Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort
Worth has goals for the participation of minority business enterprises and women
business enterprises in City contracts. You may obtain a copy of the Ordinance from the
Office of the City Secretary.
The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort
Form, as applicable,must be submitted no later than 5:00 p. m. five(5)City business
days after the bid opening date, exclusive of the bid opening date. The bidder shall
submit the documentation at the reception area of the Department of Engineering
("Managing Department"),2nd floor, City Hall, and shall obtain a receipt. Failure to
comply shall render your bid non-responsive.
Upon contract execution between the City of Fort Worth and the successful bidder,now
known as Contractor, a pre-construction meeting will be scheduled at which time the
w Contractor is required to submit either betters of Intent or executed agreements with the
N/WBE firm(s)to be utilized on this project. Such betters of Intent or executed
agreements shall include the following information:
b
1. Name of Contract
2. Name of M/WBE firm utilized
3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performed by the M/WBE firm
5. Signatures of all parties
h
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit .
purposes.
• Reports are to be submitted monthly to the M/WBE Office, regardless of whether or
not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a
particular month,place a"0" or"no participation" in the spaces provided, and provide
SPECIAL INSTRUCTIONS TO BIDDERS
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a brief explanation.
The Contractor shall provide the M/WBE Office proof of payment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining, in detail:
a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
• If the Contractor foresees a problem with submitting participation reports and/or
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following: '
1. Immediately submit a Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
and why in documentation.
a. All requests for changes must be reviewed and pre-approved by the M/WBE
Office.
PL b. If the Contractor makes change(s)prior to approval,the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth, The Contractor will provide the
M/WBE Office with a Final Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor- City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call (817) 871-6104.
Upon request, Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise(M/WBE)
on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books,records or files in its possession that will substantiate the
actual work performed by an M/WBE. The misrepresentation of facts (other than a -
negligent misrepresentation) and/or the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation(other than a negligent misrepresentation) and/or commission of fraud
SPECIAL INSTRUCTIONS TO BIDDERS
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will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years.
13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal,the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
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. The project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
contractor and the City.
d. The warranty period shall begin as of the date that the final punch list has been
completed.
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment
becoming due and payable.
f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the
city and there is a dispute regarding(i)final quantities, or(ii) liquidated damages, city
shall make a pmgr-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. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the
following guidelines relating to working on City construction sites on days designated as
"AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the
Metroplex area,runs from May 1,through October 31,with 6:00 a.m. - 10:00 a.m. being
critical because emissions from this time period have enough time to bake in the hot
atmosphere that leads to early afternoon ozone formation.
The Texas Commission on Environmental Quality(TCEQ), in coordination with the
National Weather Service,will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS,
the Contractor shall bear the responsibility of being aware that such days have been
designated AIR POLLUTION WATCH DAYS and as such shall not begin work until .
10:00 a.m.whenever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
However,the Contractor may begin work Lnor to 10:00 a.m. if use of motorized
equipment is less than 1-hour, or if equipment is new and certified by EPA as"Low
SPECIAL INSTRUCTIONS TO BIDDERS
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pip
Emitting!', or equipment bums Ultra Low Sulfur Diesel(ULSD), diesel emulsions or
alternative fuels such as CNG.
006
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
00 DAY, that day will be considered as a weather day and added onto the allowable weather
days of a given month.
Pk 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
1W A. Definitions:
Certificate of coverage("certificate")-A copy of a certificate of insurance, a
ow 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
OW 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
OR project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
ON Persons providing services on the project("subcontractor" int 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 INSTRUCTIONS TO BIDDERS
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(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 b the contractor, a new certificate of
( ) Y P Y
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
10 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 pmject;
(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 persodor entity beginning work
on the project; and
(b) a new certificate of coverage showing extension of coverage,prior to the end
of the coverage period, if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project
" and for one year thereafter.
SPECIAL INSTRUCTIONS TO BIDDERS
-9-
" (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
OM (7) contractually require each person with whom it contracts,to perform as required
by paragraphs (1) -(7), with the certificates of coverage to be provided to the
person for whom they are providing services.
J. By signing this contract or providing or causing to be provided a certificate of
coverage,the contractor is representing to the governmental entity that all employees
of the contractor who will provide services on the project will be covered by workers'
compensation coverage for the duration of the project, that the coverage will be based
on proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing
false of misleading information may subject the contractor to administrative penalties,
criminal penalties, civil penalties or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract
by the contractor which entitles the City to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
city.
"The contractor shall post a notice on each project site informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify current coverage and report failure to provide coverage. This
notice does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Texas Workers'Compensation commission rules. This
notice must be printed with a title in at least 30 point bold type and text in at least 19
point normal type, and shall be in both English and Spanish and any other language
common to the worker population. The text for the notices shall be the following
text, without any additional words or changes:
REQUIRED WORKERS'COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related
to this construction project must be covered by workers' compensation insurance.
This includes persons providing,hauling, or delivering equipment or materials, or
providing labor or transportation or other service related to the project,regardless of
the identity of their employer or status as an employee."
"Call the Texas Workers'Compensation Commission at(512)440-3789 to receive
information on the legal requirement for coverage, to verify whether your employer
P& has provided the required coverage, or to report an employer's failure to provide
coverage."
17. AGE DISCRIMINATION: In accordance with the policy("Policy")of the Executive
Branch of the federal government, contractor covenants that neither it nor any officers,
members, agents or employees who engage in the performance of this contract shall,in
SPECIAL.INSTRUCTIONS TO BIDDERS
-10-
connection with such employment, advancement or discharge of employees or in
connection with the terms,conditions or privileges of their employment, discriminate
against any person because of their age except on the basis of a bona fide occupational
qualification,retirement pian 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.
t'
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
OV
SPECIAL INSTRUCTIONS TO BIDDERS
- 11-
N
CFTY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES FOR 2000
ASPHALT RAKER 510.32
ASPHALT SHOVELER 9.75
BATCHING PLANT WEIGHER 9.65
CARPENTER(ROUGH) 13.64
CONCRETE FINISHER-PAVING 10.16
CONCRETE FINISHER HELPER(PAVING) 9.70
CONCRETE FINISHER-STRUCTURES 13.44
FLAGGER 7.00
11� FORM BUILDER-STRUCTURES 13.44
FORM SETTER-PAVING&CURB 10.25
FORM SETTER-STRUCTURES 9.75
LABORER-COMMON 7.64
LABORER-UTILITY 8.64
MECHANIC 13.25
SERVICER 10.13
PIPE LAYER 7.35
PIPE LAYER HELPER 6.75
ASPHALT DISTRIBUTOR OPERATOR 11.45
ASPHALT PAVING MACHINE OPERATOR 11.09
CONCRETE PAVING SAW 10.53
CRANE,CLAMSHELL,BACKHOE,DERRICK,DRAGLINE,SHOVEL(<1 '%CY) 10.00..
CRANE,CLAMSHELL,BACKHOE,DERRICK,DRAGLINE,SHOVEL(<1 '%CY) 11.52
FRONT END LOADER(2 1L2 CY&Las) 9.94
FRONT END LOADER(over 2%CY) 9.32
MILLING MACHINE OPERATOR 8.00
MIXER 11.00
MOTOR GRADER OPEATOR(FINE GRADE) 12.31
MOTOR GRADER OPERATOR 13.75
PAVEMENT MARKING MACHINE 11.00
ROLLER,STEEL WHEEL PLANT-MIX PAVEMENTS 9.88
ROLLER,STEEL WHEEL OTHER FLATWHEEL OR TAMPING 12.12
ROLLER,PNEUMATIC,SELF-PROPELLED SCRAPER 8.02
TRAVELING MIXER 10.00
REINFORCING STEEL SETTER(PAVING) 9.75
TRUCK DRIVER-SINGLE AXLE(LIGHT) 8.00
TRUCK DRIVE-TANDEIv1 AXLE SEMI-TRAILER 10.22
TRUCK DRIVER-LOWBOY/FLOAT 10.54
TRUCK DRIVER TRANSIT MIX 10.63
TRUCK DRIVER-WINCH 9.80
s
P R O P O S A L
P9
TO: MR. CHARLES BOSWELL Fort Worth, Texas
City Manager
Fort Worth, Texas
FOR: H.M.A.C. SURFACE OVERLAY (2005-4)
ii AT VARIOUS LOCATIONS
PROJECT NO. GS93-020930522670
Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly
examined the plans, specifications and the site, understands the amount of work
to be done, and hereby proposes to do all the work and furnish all labor,
equipment, and materials necessary to fully complete all the work as provided
in the plans and specifications, and subject to the inspection and approval of
the Director of the Department of Engineering of the City of Fort Worth.
Total quantities given in the bid proposal may not reflect actual quantities;
" however, they are given for the purpose of bidding on and awarding the
contract. The City also reserves the right to increase or decrease quantities
of individual pay items within the contract provided that the total contract
amount remains within plus or minus (t) 25% of the contract award. The
contractor is not entitled to any additional compensation or renegotiation of
individual pay item bid prices.
Upon acceptance of this proposal by the City Council, the bidder is bound to
execute a contract and furnish Performance, Payment and Maintenance Bonds
acceptable to and approved by the City of Fort Worth for performing and
completing the said work within the time stated and for the following sums,
to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 1 2 EA. Project Designation Sign
Two Hundred _Dollars &
No Cents Per EA. $ 200.00 $ 400.00
S.P. 2 LUMP SUM Utility Adjustment
Six Thousand _Dollars &
No Cents Per L.S. $ 6,000.00 $ 6,000.00
406 3 11 EA. Manhole .Adjustment @
450 Three-Hundred and Fifty Dollars
S.P. & $ 350.00 $ 3,850.00
No Cents Per EA.
406 4 19 EA. Water Valve Boxes Adjustment
450 Two-Hundred and Fifty Dollars &
S.P. No Cents Per EA. $ 250.00 $ 4,750.00
P-1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.PR 5 3 EA. Water Meter Boxes Adjustment
Thirty-Five Dollars &
No Cents Per EA. $ 35.00 $ 105.00
104 6 400 L.F. Removal and Replacement of
502 Concrete Curb and Gutter
S.P. 1_"--rwa Dollars &
hJo Cents Per L.F. $ 22 a $ QST.
104 7 100 S.Y. Removal and Replacement of 6"
504 Concrete Driveway
S.P. 'TSI exq- Pipe Dollars &
No Cents Per S.Y. $ 391 $ 31100.00
104 8 100 S.Y. Removal and Replacement of 4"
504 Concrete Sidewalks
S.P. TH►QTK- FIVE Dollars &
Cents Per S.Y. $ 3S Ite $ 3,S00.00
300 9 10 C.Y. Removal and Replacement of
304 H.M.A.C. Pavement and
312 Base (Base Repair)
S.P. a-c EiL*jo2Eo 4 F-frT'f Dollars &
W0 Cents Per C.Y. $ ISO a $ �ICCo.cb
208 10 150 C.Y. Graded Crushed Stones
S.P. IN&JfFIVC- Dollars &
Cents Per C.Y. $ ZSR $ 3,7S0.0a
S.P. 11 1,200 L.F. Wedge Milling 2" to 0" Depth
5.0' Wide
T a Dollars &
I•�b $Cents Per L.F. $
..
S.P. 12 2 EA. Butt Joint-Milled
S1X 1Av►- Da D h SfvF J. Dollars & $ $
No Cents Per EA. --ID.: 1'340.00
300 13 10 TON H.M.A.C. Level-Up
312 f-, 14 w►TY- r-1 V E Dollars &
Cents Per TON $ BS Rc $ Ss-b-oc
�' p-2
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
312 14 39,100 S.Y. 211H.M.A.C. Surface Course
S.P. (Type "D" Mix)
Foul Dollars & $ $
FoiaT�f--Fi vE Cents Per S.Y. 4 4E I l 3 99 S. m
104 15 100 S.Y. Removal and Replacement of 7"
314 Concrete Valley Gutter @
S.P. F02T`( Dollars &
►-� Cents Per S.Y. $ 4(3 9L $ 4090.co
New 7" Concrete Valle ,
314 16 100 S.Y. Y Gutter @
S.P. Fo2TY Dollars &
Nv Cents Per S.Y. $ �d"
104 17 40 S.Y. Standard 4" Reinforced Concrete
505 Wheelchair Ramps @
S.P. F1 PT`f Dollars &
No Cents Per S.Y. $ Soe- $ Ow
402 18 800 L.F. 6" PVC Perforated Pipe Subdrain @
SCK
500 Dollars &
ASO
620 Cents Per L.F.
S.P. $ b� 4,8ao.00
502 19 100 L.F. New Concrete Curb and Gutter @
S f U i laa rtN Dollars &
��_Cents Per L.F. $ l-, as $ 1,7ca00
504 20 100 S.Y. New 4" Concrete Sidewalk @
Ta►Q.T`-f Dollars &
Nc Cents Per S.Y.
$ 30 $ 3.000_00
214 21 37,300 S.Y. 8" Pavement Pulverization @
S.P!
ONE Dollars &
Nlw4'7'f Cents Per S.Y.
$ � 9v $ -10,8-70-00
214 22 485 TON Cement @
GIBE 00-04ZF0 f,Ttr-) Dollars &
►-o Cents Per TON $ ( '0
S.P. 23 5 EA. Remobilization @
Five Hundred Dollars &
No Cents Per EA. $ 500.00 $ 2,500.00
P-3
106 24 100 C.Y. Unclassified Street Excavation
S.P.
"1%AJt WT`f --►wo Dollars &
No Cents Per C.Y.
S.P. 25 1,800 S.Y. 2" Surface Milling @
"n^o Dollars &
No Cents Per S.Y. $ 2ca $ Co.cn
TOTAL BID
P-4
This contract is issued by an organization which qualifies for exemption
pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales,
Excise and Use Tax Act.
Taxes. All equipment and materials not consumed by or incorporated into the
Project construction, are subject to State sales taxes under House Bill 11,
enacted August 15, 1991.
The Contractor shall comply with City Ordinance 7278, as amended by City
Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29) ,
prohibiting discrimination in, employment practices.
The undersigned agrees to complete all work covered by these contract documents
within Fifty 50 Working Days from and after the date for commencing work as
set forth in the written Work order to be issued by the Owner, and to pay not
less than the "Prevailing Wage Rates for Street, Drainage and Utility
Construction" as established by the City of Fort Worth, Texas.
Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid,
the undersigned will execute the formal contract and will deliver an approved
Surety Bond for the faithful performance of this contract. The attached deposit
check in the sum of 5 90 AMola.lr (&i o
Dollars ($ )
is to become the property of the City of Fort Worth, Texas, or the attached
Bidder's Bond is to be forfeited in the event the contract and bond are not
executed within the time set forth, as liquidated damages for delay and
additional work caused thereby.
The Contractor shall mobilize within ten (10) calendar days of the notice
given by the Construction Engineer for any of the locations. If the
contractor fails to begin the work within ten (10) calendar days, a $200
dollars liquidated damage will be assessed Per Block per day.
I (we) , acknowledge receipt of the following addenda to the plans and
specifications, all of the provisions and requirements of which have been taken
into consideration in preparation of the foregoing bid:
Respectfully submitted,
Addendum No. 1 (Initials) �_ CONSTRUCTION,LTD
Addendum No. 2 (Initials) Company Nap
Addendum No. 3 (Initials) By: J
Signatur
I BARRY CLARK
Printed Name of Principal
Address: 5801 PARK VISTA CIR.
KELI.ER.TX 7624-8
(Seal)
Date: `2'�'D q Telephone: 817-741-4658
r
P-5
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a
contract as 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-resident's principal place of business is located. The
appropriate blanks in Section A must be filled out by all out-of-state or non-resident
bidders in order for your bid to meet specifications. The failure of out-of-state or non-
resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Non-resident vendors in (give State), our principal place of
business, are required to be percent lower than resident bidders
by State law. A copy of the Statute is attached.
Non-resident vendors in (give State), our principal
place of business, are not required to underbid resident bidders.
B. Our pyincipal place of business or corporate offices are in the State of Texas.
Bidder:
PEACHTREE CONSTRUCTION,LTD. J.BARRY CLARK
Company By: (Please print)
5801 PARK VISTA CIR.
Address SigAature
KELLER.TX 76248 PRESIDW
City State Zip Title(Please print)
a�
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
�r
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 contract Is$25,000 or more,the M/WBE goal Is applicable.
If the total dollar value of the contract is less than$25,000,the M/WBE goal is not applicable.
POLICY STATEMENT
�I It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business
l 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/WBE goal on this project is �+r 0/6 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.
statedgoal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if no MMBE 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.
5. Joint Venture Form,if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
r, to met or exceed goal. opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED
NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/WBE Office at(817) 392-6104.
Rev.5/30/03
i
ATTACHMENT 1A
Page 1 of 4
FORT WORTH City of Fort Worth
Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: 1j Check applicable block to describe Prime
/
/ e 0^CA fYr� Co/15'l ril C_+1,143✓l L K• MI�N/DBE NON
PROJECT NAME:
1 BID DATE
�'1 I�G 5 v r'V�•�c� Q�:�r- f o� ���'�J �� aj �Oc��f
City's MNVBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER
I�T_% C,9 S °�o CTS 3 -0 �70
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by, the Managing
Department on-or-before 5:00:p,m. five (5) City;business.days.af#er bid opening, .exclusive of bid opening date,
will result in the.bid,being.considered non-responsive to.bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MNVBE firms) listed in this
utilization schedule, conditioned upon execution -of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for consideration of dEsqualification and will result in the
bid being considered non-responsive to bid specifications
MNVBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business In the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker,Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
i
Identify :each Tier level. Tier, is the., level. of subcontracting .below the prime contractor, i.e., :a direct
payment from the,prime contractor to.a subcontractor:is.considered 9�t tier, a payment by a subcontractor to
its supplier-is considered 2nd tier
ALL MNVBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency(NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise(DBE) is synonymous with MinorityMomen Business Enterprise(MMBE).
If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one:fully licensed:and.operational'truck to.be.used on.the contract. The MNVBE may lease
trucks from another M/WBE firm, including-MNVBE:owner-operators, and receive full {UI/WBE credit. .The
MNVBE may lease.trucks from.:non-M/WBEs,:including. owner-operators, but will -only.receive.credit for the
Fees and commissions earned�by the M/WBE as outlined in the lease agreement.
Rev.5/30/03
i
ATTACHMENTIA
FdR_—T WORPage 2 of 4
Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minorfty,Women and non-M/W BEs.
Please list MAMBE firms first,use additional sheets if necessary.
Certification N
(check one) -A
SUBCONTRACTORISUPPLIER T I n.
Company Name i N T Detail Detail
Addresse M w C X m . Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B T D 'W
E E R O $ '
C T
A
CL�r1 DI-h 'T1R-UkXI�-'�, I4uI
"19 34 S OVtR) LAI- .A STt 2 90cit
�' Nle Il r` / 0�V 6(3D 9L ZS)22�— a 2 0�l 1 � � � � •� �
Lina
.2100 /V. Y-V4ni CbKGrp'
74W OCL 00
�l 7-83-f-811 %
PO 6 b K 11 )-.f0Lf �74-2.v
.(641FRs ,Tx. 755J-I-
1
9 n--2-'f$ oLo-
PO Oak Zorn cur6t 5,�r a1So.cm
C1 e4 j r& ,,Ck 7&033 S
SL)I
Srter I
LLS jn tA
�. 54S1r<Lj ,Tx 7&(79
917—
AlCL I,-o
17—`CLI,-o riY �1`t6'
80— 379— 7
3'Af— 6 '?3v
Rev.5/30/03
i
FORT WORT ATTACHMENT 1A
Page 3 of 4
Primes are required to Identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs.
Please list M/WBE firms first,use additional sheets If necessary.
Certification
(check one)
SUBCONTRACTOR/SUPPLIER T r,
Company Name i N T Detail Detail
Address e M w C X P Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B T D ti
E E R O E
C T E.
A
Rev.5/30/03
l
ATTACHMENT IA
FORT WORTH Page 4 of 4
Ir—
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 35oo.c0
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ c),-7 �� 0
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 2 Co
The Contractor will not make additions, deletions,'or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal..of a
Request for Approval of Change/Addition. Any unjustified.change or deletion. shall be a material breach of
contract and may result in debarment in.accord:with the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested change/addition or deletion will:affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect,the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1)year.
C (4r-J<
Authorize ignature Printed Signature '
res
Title Contact Name/Title(if different)
/'FecC V17— 7y/- `f6S'FS 6/7— 7yl- Ye.
Company Name Telephone and/or Fax
IsI /fir✓ L/IsfC, Cr',-, a', Ac.,l= @)de CC)n .cok-A
' Address E-mail Address
k� llo
T, . 7 Z Z
City/State/Zip Date
• Rev.5/30/03
ATTACHMENT 1B
FORT WORTH Page 1 of 1
City of Fort Worth
Prime Contractor Waiver Form
PRIME COMPANY NAME: L , Check applicable block to describe
�0) 1 // rime
(2 k, G � iftA
I I fL2
PROJECT NAME: ^�"" ^^������,,,, L MNV/DBE ON-MNV/DBE
k1M A C S U t o�ClU� (� ID D4TE
C 1
City's M/WBE Project Goal: PROJECT NUMBER
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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 applicable if bDih answers are yes.
Failure to comp'lete''thissfarm In its entirety and be received by the Manac>iing Department on or before 5 00
Citj�;�lit'siri'ess days after lzid openingxciusive of t�tQ bid Qpenir%g date,wtii re`sult`in`the bid
;$elitg;.cpnsidered non responsi,,ve to_bld,specjficatians
Will you perform this entire contract without subcontractors? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this project, NO
this is our normal business practice and provide an o erationa! rofiile of your business.
Will you perform this entire contract without suppliers? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this project, it
this is your normal business practice and provide an inventory profile of your business. NO
The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all 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 will
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 failure to comply with this ordinance 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.
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Authartted Signature Printed Signa `ee
Title Contact Name(If diffarant)
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Company Name .� Phone Number Fay Num
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Address Email Address
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�` Rev.5/30/03
ATTACHMENT 1C
Page 1 of 3
w FORT NORTH City of Fort Worth
Good Faith Effort Form
PRIME COMPANY NAME: l Check applicable block to describe
Mu'W/DBE ON-MNV/DBE
rime
PROJECT NAME:
HM/M BID DATE /,;L/9/�OU�
City's M/WBE Project Goal: PROJECT KUMBER
/5- % 73 -- 0.,�-0930 S`2.26 o
If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your
DBE participation is less than the City'.s.project goal,you.must completethis form.
z
If the bidder's method of compliance with the M1315 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. Commpliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or
knowing misrepresentation the facts or intentional discrimination by the bidder.
Failure to complete this form, in its entirety with supporting documentation, and received by the
Managing Department on or before 5:00.p,m..,five(5)City business days:after.bid opening, exclusive of bid
opening date,will result in the bid being considered non-responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity? for the completion 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.
(Use additional sheets,if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
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Hti v I 6y DU 'fru
Rev.05/30/03
ATTACHMENT 1 C
Page 2of3
2.) Obtain a current(not more than three(3) months old from the bid open date) list of M/WBE
subcontractors and/or suppliers from the City's M/WBE Office.
----Yes Date of Listing/l
No
3.) Did you solicit bids from MIWBE firms,within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
opened?
` Yes (if yes,attach M/WBE mail listing to Include name of firm and address and a dated copy of letter mailed.)
No
4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are
opened?
.,-,'Yes (If yes,attach list to include name of M/WBE firm, ep rson contacted,phone number and date and time of contact-)
No
NOTE: A facsimile may be used to comply with either 3 or 4, but may not be.used for both. If a facsimile
is used, attach the fax confirmation, which is;to.:;provide M/WBE name, date, time, fax. number and
documentation faxed.
NOTE: If the list of MNVBEs for a particular subcontracting/supplier opportunity is.ten (70).or less, the
bidder must contact the.entire list to be In compliance with questions 3 and 4. 1f the list.of M/WBEs for a
particular subcontracting/supplier opportunity is ten (10) or,more, the bidder must contact at least two-
thirds _(2/3) of the dist within such area oU opportunity, but not less than ten to OeAn compliance with.
questions 3 and 4:
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
plans and specifications in order to assist the M/WBEs?
J Yes
No
6.) Submit documentation if MMBE quotes were rejected. The documentation submitted should be in
the forms of an affidavit, Include a detailed explanation of why the M/WBE was rejected and any
supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide
dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection
of any relevant documentation by City personnel.
Please use additional sheets,if necessary,and attach.
Company Name Telephone Contact Person Scope of Work Reason for Rejection
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Rev.05/30/03
ATTACHMENT 1C
Page 3 of 3
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE participation on this project.
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the M/WBE(s) listed
was/were contacted In good faith. It is understood that any M/WBE(s) listed in
Attachment 1C will be contacted and the reasons for not using them will be verified by
the City's M/WBE Office.
-7, Bot rr- C fGi-A
Autha Ized Signature Pfrriinted Signature
w Title Contact Name and Title(if different)
Company Name Phone Number Fax Number
Address Email Address
City/State/Zip Date =-F
Rav_n5/30/03
M/WBE REQUIRED DOCUMENTATION RECEIPT
Transportation & Public Works
Official Date: 0 lILI� Official Time:
Bid Date:
Project Name: ',
Project Manager:
Forms Submitted By
Name: ••--
Company: -fYPP 17 Y) C, 6 , bed
Received By:
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR: H.M.A.C. SURFACE OVERLAY (2005-4)
AT VARIOUS LOCATIONS
PROJECT NO. GS93-020930522670
1.SCOPE OF WORK: The work covered by these details and specifications
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.A.C.
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. These streets will have water/sanitary sewer line replacement
by others prior to any pavement work.
The Contractor shall mobilize within ten (10) calendar days of the
notice given by the Construction Engineer for any of the locations. If
the contractor fails to begin the work within ten (10) calendar days, a
$200 dollars liquidated damage will be assessed per Block per day.
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 (t) 25% of the contract award. The contractor is not entitled to
any additional compensation or renegotiation of individual pay item bid
prices.
The contractor is encouraged to conduct site visits and survey all these
possibilities. The contractor shall verify these locations with the
Construction Engineer.
All short cul-de-sac streets and turnouts that intersect 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 actual
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. The Contractor agrees to complete the Contract within the allotted number
of days. If the Contractor fails to complete the work within the number
of days specified, liquidated damages shall be charged, as outlined in
Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard
Specification for Construction of the City of Fort Worth, Texas.
4. The City reserves the right to abandon, without obligation to the
Contractor, any part of the project, or the entire project, at any time
before the Contractor begins any construction work authorized by the City.
S. This contract and project are governed by the two following published
specifications, except as modified by these Special Provisions:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-CITY OF
FORT WORTH and STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH
CENTRAL TEXAS. General Provisions shall be those of the Fort Worth
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.
6. Bidders shall not separate, detach or remove any portion, segment or
sheets from the contract documents at any time. Failure to bid or fully
execute contract without retaining contract documents intact may be
grounds for designating bids as "non-responsive" and rejecting bids or
voiding contract as appropriate and as determined by the Director of the
Transportation and Public Works Department.
7. The Contractor shall be responsible for defects in this project due to
faulty materials and workmanship, or both, for a period of 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.
8. TRAFFIC CONTROL: The contractor will be required to obtain a "Street Use
Permit" prior to starting work. As part of the "Street Use Permit" a
traffic control plan is required. The Contractor shall be responsible for
providing traffic control during the construction of this project
consistent with the provisions set forth in the "Latest Edition Texas
Manual on Uniform Traffic Control Devices for Streets and Highways" issued
under the authority of the "State of Texas Uniform Act Regulating Traffic
on Highways", codified as Article 6701d Vernon's Civil Statues, pertinent
sections being Section Nos. 27, 29, 30 and 31.
SP-2
A traffic control elan shall be submitted for review to Mr. Charles R
Burkett, Citv Traffic Engineer 0817-392-8770 at least 10 working days
Prior to the vreconstruction conference Althouah work will not begin
until the traffic control panel has been reviewed, the Contractor's time
will begin in accordance with the time frame established in the Notice to
the Contractor.
The Contractor will not remove any regulatory sign, instructional sign,
street name sign, or other sign which has been erected by the City. If it
is determined that a sign must be removed to permit required construction,
the Contractor shall contact the Transportation and Public Works Depart-
ment, Signs and Markings Division (phone number 871-7738) , to remove the
sign. In the case of regulatory signs, the Contractor must replace the
permanent sign with a temporary sign meeting the requirements of the above
referenced manual and such temporary sign must be installed prior to the
removal of the permanent sign. If the temporary sign is not installed
correctly or if it does not meet the required specifications, the
permanent sign shall be left in place until the temporary sign
requirements are met. When construction work is completed to the extent
that the permanent sign can be re-installed, the Contractor shall again
contact the Signs and Markings Division to re-install the permanent sign
and shall leave his temporary sign in place until such re-installation is
completed.
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 the City Traffic Engineer and in
accordance with the applicable provision of the City of Fort Worth
Traffic Control Handbook for Construction and Maintenance Work Areas."
See Special Instructions to Bidders Item No. 15, for further work time
restrictions on "Air Pollution Watch Days" with substantial use of
motorized equipment.
9. PAYMENT: The Contractor will receive bi-weekly payment (minus 5%
retainage) from the City for all work for each pay period. Payment of the
remaining amount shall be made with the final payment, and upon acceptance
of the project. See Special Instructions to Bidders Item No. 14 for
further requirements.
10. DELAYS: The Contractor shall receive no compensation for delays or
hindrances to the work, except when direct and unavoidable extra cost to
the Contractor is caused by the failure of the City to provide information
or material, if any, which is to be furnished by the City. When such
extra compensation is claimed a written statement thereof shall be
presented by the Contractor to the Engineer and if by him found correct
shall be approved and referred by him to the Council for final approval or
disapprovali and the action thereon by the Council shall be final and
binding. If delay is caused by specific orders given by the Engineers to
SP-3
stop work, or by the performance of extra work, or by the failure of the
City to provide material or necessary instructions for carrying on the
work, then such delay will entitle the Contractor to an equivalent
extension of time, his application for which shall, however, be subject to
the approval of the City and no such extension of time shall release the
Contractor or the surety on his performance bond from all his obligations
hereunder which shall remain in full force until the discharge of the
contract.
11. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a
manner as to create a minimum of interruption to traffic and pedestrian
facilities and to the flow of vehicular and pedestrian traffic within the
project area. Contractor shall protect construction, as required by
Engineer, by providing barricades.
Barricades, warning and detour signs shall conform to the Standard
Specifications "Barriers and warning and/or Detour Signs", Item 524,
and/or as shown on the plans.
Construction signing and barricades shall conform with the latest edition
of the "Texas Manual on Uniform Traffic Control Devices, Vol. No. 111.
12. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill
material, the Contractor shall advise the Director of the Department of
Engineering acting as the City of Fort worth's Flood Plain Administrator
("Administrator") , of the location of all sites where the contractor
intends to dispose of such material. Contractor shall not dispose of such
material until the proposed sites have been determined by the
Administrator to meet the requirements of the Flood Plain Ordinance of the
City of Fort worth (Ordinance No. 10056) 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 its
expense and dispose of such materials in accordance with the Ordinance of
the City and this section.
13. During the construction of this project, the Contractor shall comply with
present zoziing requirements of the City of Fort worth in the use of vacant
property for storage purposes.
14. Final cleanup work shall be done for this project as soon as the work has
been completed. No more than seven days shall elapse after completion of
SP-4
construction before the roadway and right-of-way is cleaned up to the
satisfaction of the Engineer.
15. PROPERTY ACCESS: Access to adjacent property shall be maintained at all
times unless otherwise directed by the Engineer.
16. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor
to furnish the Construction Engineer, prior to construction, a schedule
outlining the anticipated time each phase of construction will begin and
be completed, including sufficient time being allowed for cleanup.
17. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following
procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches, painted
yellow with black letters that are legible at twelve feet shall be
placed inside and outside vehicles such as cranes, derricks, power
shovels, drilling rigs, pile drivers, hoisting equipment or similar
apparatus. The warning sign shall read as follows:
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF
HIGH VOLTAGE LINES."
(2) Equipment that may be operated within ten feet of high voltage lines
shall have an insulating cage-type of guard about the boom or arm,
except back hoes or dippers, and insulator links on the lift hood
connections.
(3) When necessary to work within six feet of high voltage electric
lines, notification shall be given the power company (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
w power company shall not be at the expense of the City of Fort Worth.
The notifying department shall maintain an accurate log of all such
op calls to TU Electric Service Company, and shall record action taken
in each case.
(4) The Contractor is required to make arrangements with the TU Electric
Service Company for the temporary relocation or raising of high
voltage lines at the Contractor's sole cost and expense.
(5) No person shall work within six feet of a high voltage line without
protection having been taken as outlined in Paragraph (3) .
18. RIGHT TO AUDIT:
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
3P-5
relating to this contract. Contractor agrees that City shall have access
during normal working hours to all necessary Contractor facilities and
shall be provided adequate and appropriate workspace in order to conduct
audits in compliance with .the provisions of this section.
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 be
requested by City. City agrees to reimburse 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.
CONSTRUCTION
The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its
employees and all contractors and their sub-contractors must comply with
this program as a condition of the contract. All active sewer manholes,
regardless of depth, are defined as "permit required confined spaces".
Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT"
used by the Fort Worth Water Department (Field Operations Division) for
each entry and possess and use the equipment necessary to comply with this
program. The cost of complying with this program will be considered
subsidiary to the pay items involving work in confined spaces (e.g. vacuum
testing, cleaning, televising, construction, etc.) .
NON-PAY ITEM NO. 1 - SPRINKLING FOR BUST CONTROL:
All applicable provisions of Standard Specifications Item No. 200,
"Sprinkling for Dust Control" shall apply. However, no direct payment
will be made for this item and it shall be considered incidental to this
contract.
NON-PAY ITEM NO. 2 - REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE:
All traffic buttons shall be removed from the existing asphalt surface
before resurfacing begins. The contractor shall be responsible for the
removal of all buttons. Upon completion of the job the City will install
new buttons after proper notification.
The contractor shall also be responsible for all materials, equipment and
labor to place temporary. adhesive lane marking tape, at locations as
directed by the Construction Engineer, to direct traffic flow until
permanent markers are installed.
SP-6
replacement of the buttons and adhesive lane markers (arrows, etc.) . All
costs to the contractor shall be figured as subsidiary to this contract.
NON-PAY ITEM NO. 3 - LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES:
The contractor shall be responsible for locating and marking all
previously exposed manholes and water valves in each street of this
contract before the resurfacing process commences for a particular street.
The contractor shall attempt to include the Construction Engineer (if he
is available) in the observation and marking activity. In any event a
street shall be completely marked a minimum of two (2) working days before
resurfacing begins on any street. Marking the curbs with paint is a
recommended procedure.
It shall be the contractors responsibility to notify the utility companies
that he has commenced work on the project. As the resurfacing is completed
(within same day) the contractor shall locate the covered manholes and
valves and expose them for later adjustment. Upon completion of a street
the contractor shall notify the utilities of this completion and indicate
the start of the next one in order for the utilities to adjust facilities
accordingly. The following are utility contact persons:
Company Telephone Number Contact Person
SBC - Telephone 817-338-6202 Mr. Gary Tillory
214-384-3732 Cell
Oncor Electric- Downtown 817-215-6424 Mr. Scott King
- other than Downtown 817-215-6688 Mr. Robert Martinex
Oncor Gas - 817-215-4306 Mr. Roger Oliver
CFW Street Light and Signal 817-392-8100 Mr. Dwayne Cox
Mr. Roger Martin
Storm Drain 817-392-8100 Mr. Gordon Couch
Water & Sewer 817-212-2649 and Mr. Kristian Sugrim
817-925-2271
817-212-2642 and Mr. Scott Neystel
817-994-8663
Of course, under the terms of this contract, the contractor shall complete
adjustment of the storm drain and Water Department facilities, one traffic
lane at a time within five (5) working days after completing the laying of
proposed H.M.A.C. overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may
result in the shut down of the resurfacing operation by the Construction
Engineer.
T 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.
SP-7
-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 Standard Specifications for Street and
Storm Drain Construction- City of Fort Worth.
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 DESIGNATION SIGN:
The Contractor shall construct and install two (2) Project Designation
Signs and it will be the responsibility of the Contractor to maintain the
signs in a presentable condition at all times on each project under
construction. Maintenance will include painting and repairs as directed
by the Engineer.
It will be the responsibility of the Contractor to have the individual
project signs lettered and painted in accordance with the enclosed detail.
The quality of the paint, painting, and lettering on the signs shall be
approved by the Engineer.
The height and arrangement of the lettering shall be in accordance with
the enclosed detail.
The sign shall be constructed of 3/4" fir plywood, grade A-C (exterior) or
better.
These signs shall be installed on barricades or as directed by the
Engineer, and in place at the project site upon commencement 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
work.
SP-8
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 - MANHOLE ADJUSTMENT:
This item shall include adjusting the tops of existing manhole to match
proposed grade as shown on the plans, in the detail at the back of this
document or as directed by the Engineer. Standard Specification Item Nos.
450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures"
shall apply except as herein modified.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Work shall be completed and street open to
traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar
days, a $100 dollars liquidated damage will be assessed per each manhole
per day.
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing manholes. The Engineer will field verify this
inventory and provide the Contractor replacements for broken manhole
covers. The contractor shall replace the manhole covers which are damaged
during construction at no cost to the City.
Included as part of this pay item shall be the application of a
cold-applied preformed flexible butyl rubber or plastic sealing compound
for sealing interior and/or exterior joints on concrete manhole sections,
as per current City Water Department Special Conditions.
SP-9
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 4 - WATER VALVE BOXES ADJUSTMENT:
Contractor will be responsible for adjusting water valve boxes to match
new pavement grade. The water valves themselves will be adjusted by City
of Fort Worth Water Department forces.
Prior to beginning of work, the Contractor shall make an inventory of the
Rp condition of existing water valve boxes. The Engineer will field verify
this inventory and provide the Contractor replacements for broken valve
boxes. The contractor shall replace the valve boxes which are damaged
during construction at no cost to the City.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Work shall be completed and street open to
traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar
days, a $100 dollar liquidated damage will be assessed per each water
valve box per day.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 5 - WATER METER BOX ADJUSTMENT:
This item only apply when the adjacent curb and gutter has been determined
to be removed and replaced as directed by the Engineer. The adjustment
shall include raising or lowering the existing water meter box to the
proper grade.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 6 - REMOVAL AND REPLACEMENT OF CONCRETE 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-SS of the Standard Specifications.
Contractor shall sawcut the curb and gutter and pavement prior to removal.
Included, and figured subsidiary to this unit price, will be the required
sawcut excavation, as per specification Item No. 106 "Unclassified Street
SP-10
Excavation", into the street to aid in the construction of the curb and
gutter. The pay limit will be 9" out from the gutter lip, with same day
haul-off of the removed material to a suitable dump site. The street void
shall be filled with H.M.A.C. Type "D" mix as per specification No. 300
"Asphalts, Oils, and Emulsions", Item No. 304 "Prima 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 be
added and leveled to grade behind the curb. Existing improvements within
the parkway such as water meters, sprinkler system, etc. damaged during
construction shall be replaced with same or better at no cost to the City.
Backfill for curb and gutter shall be completed within fourteen (14)
calendar days from the day of demolition to date of completion. If the
contractor fails to complete the work within fourteen (14) calendar days,
a $100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY ITEM NO. 7 - REMOVAL AND REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of existing concrete
driveways, due to deterioration or in situations where curb and gutter is
replaced to adjust grades to eliminate ponding water with same day haul-
off of the removed material to a suitable dump site. For specifications
governing this item see Item No. 104 "Removing Old Concrete", Item No.
504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway
are as shown in Drawing No. S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, supplies, and incidentals necessary to
complete the work.
PAY ITEM NO. 8 - REMOVAL AND REPLACEMENT OF 4" CONCRETE SIDEWALK:
This item shall include the removal and replacement of existing concrete
sidewalk due to failure or in situation where curb and gutter is replaced
to adjust grades to eliminate ponding water with same day haul-off of the
removed material to a suitable dump site. For specifications governing
this item see Item No. 104 "Removing Old Concrete", and Item No. 504
"Concrete Sidewalk and Driveways".
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, supplies, and incidentals necessary to
complete the removal and replacement work.
PAY ITEM NO. 9 - REMOVAL AND REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE:
The contractor shall remove all existing deformed H.M.A.C. pavement and/or
bad base material that shows surface deterioration and/or complete
SP-11
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 patch layers are
applied, any loose material, mud and/or water shall be removed. A liquid
asphalt tack coat shall be applied to all exposed surfaces. Placement of
the surface mix lifts shall not exceed 3 inches with vibrator compactions
to follow each lift. Compactions of the mix shall be to standard densities
of the City of Fort Worth, made in preparation to accept the recycling
process.
All applicable provisions of Standard Specification Item Nos. 300
"Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix
Asphaltic Concrete" shall govern work.
The unit price bid per cubic yard shall be full compensation for all
materials,labor,equipment and incidentals necessary to complete the work.
PAY ITEM NO. 10 - GRADED CRUSHED STONES:
This item shall be used to repair the failed base material in areas exceed
8" deep as directed by the Engineer. The material shall be graded crushed
stones.
For specifications governing this item see Item No. 208 "Flexible Base".
The unit price bid per cubic yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY ITEM NO. 11 - WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE:
1. Description
This item shall consist of milling the existing pavement from the lip
of gutter at a depth of 2" and transitioning to match the existing
pavement (0" cut) at a minimum width of 51 . The existing pavement to
SP-12
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 for 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 to
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-off the removed material to a suitable dump
site.
2. Equipment
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 reclaiming
means to immediately 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
surface 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 all
labor, material, equipment, tools, and incidentals necessary to
complete the work.
SP-13
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 wedge milling operation (PAY ITEM NO. 11)
to the depth and at locations as described below. The butt joint will
provide a full width transition section, whereby the new overlay shall
maintain constant depth at the point the new overlay is terminated and the
new surface elevation matches the existing pavement. The construction
activities, performance standards and equipment needed for the butt joints
milling operations shall be governed by the special provisions of Pay Item
No. 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 with
the construction Engineer for proper location of these joints and verify
that the selected limits of the projects street are correct.
The general locations for 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 smooth ride over the bump.
Measurement and Payment:
Butt joints as prescribed above, will be measured by the unit of each butt
joint milled. The disposal of excess material involved will not be
measured for payment.
Each butt joint-milled, measured as above, complete-in place-in accordance
with these specifications, will be paid for at the unit price shown in the
proposal for "Butt Joints". The unit price bid per each shall be full
compensation for all milling, including material haul-off, tools, labor,
equipment and incidentals necessary to complete the required work.
3P-14
PAY ITEM NO. 14 - 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) :
All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-
Mix Asphaltic Concrete", 300 "Asphalts, Oils and Emulsions", 304 "Prime
Coat", and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to
the construction methods for this portion of the project.
Standard Specification 312.5 (1) shall be revised as follows: The prime
coat, tack coat, or the asphaltic mixture shall not be placed unless the
air temperature is fifty (50) degrees Fahrenheit and rising, the tempera-
ture being taken in the shade and away from artificial heat. Asphaltic
material shall also not be placed when the wind conditions are unsuitable
in the opinion of the Engineer.
The contractor shall furnish batch design of the proposed hot mix
asphaltic concrete for City approval 48 hours prior to placing the
H.M.A.C. overlay. The City will provide laboratory control as necessary.
The unit price bid per square yard of H.M.A.C. complete and in place,
shall be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO. 15 - REMOVAL AND REPLACEMENT OF 7" CONCRETE VALLEY GUTTER:
This item shall include the removal and reconstruction of existing
concrete valley gutters at locations to be determined in field:
Removal of existing concrete valley, asphalt pavement, concrete base, curb
and gutter, and necessary excavation to install the concrete valley
gutters all shall be subsidiary to this pay item. Furnishing and placing
of 2:27 concrete base and crushed limestone to a depth as directed by the
Engineer and necessary asphalt transitions as shown in the concrete valley
gutter details, shall be subsidiary to this Pay Item.
See standard specification Item No. 314, "Concrete Pavement", Item 312
"Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item
No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base",
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.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Contractor shall work on one-half of
Valley Gutter at a time, and the other half shall be open to traffic. work
shall be completed on each half within seven (7) calendar days.
SP-15
If the contractor fails to complete the work on each half within seven (7)
calendar days, a $100 dollars liquidated damage will be assessed per each
half of valley gutter per day.
The unit price bid per square yard for Concrete Valley as shown on the
proposal will be full compensation for materials, labor, equipment, tools
and incidentals necessary to complete the work.
PAY ITEM NO. 16 - NEW 7" CONCRETE VALLEY GUTTER:
This item shall include the construction of concrete valley gutters at
various locations to be determined in field.
Removal of existing, asphalt pavement, concrete base, curb and gutter, and
necessary excavation to install the concrete valley gutters all shall be
subsidiary to this pay item. Furnishing and placing of 2:27 concrete base
and crushed limestone to a depth as directed by the Engineer and necessary
asphalt transitions as shown in the concrete valley gutter details shall
be subsidiary to this Pay Item.
See standard specification Item No. 314, "Concrete Pavement", Item 312
"Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item
No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base",
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".
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Contractor shall work on one-half of
valley gutter at a time, and the other half shall be open to traffic. Work
shall be completed on each half within seven (7) calendar days.
If the Contractor fails to complete the work on each half within seven (7)
calendar days, a $100 dollars liquidated damage will be assessed per each
half of valley gutter per day.
The unit price bid per square yard for Concrete Valley as shown on the
proposal will be full compensation for materials, labor, equipment, tools
and incidentals necessary to complete the work.
PAY ITEM NO. 17 - NEW 4" STANDARD WHEELCHAIR RAMP:
The Contractor shall construct standard concrete wheelchair ramps as shown
on the enclosed details, or as directed by the Engineer.
The removal of existing substandard wheelchair ramps and sidewalk as
required for the installation of new wheelchair ramps shall be subsidiary
SP-16
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 Detail (WR-
1) . The pay limit will extend from 9" outside the lip of gutter to 15"
back from the face of curb. Any asphalt tie-in shall be subsidiary to the
curb and gutter pay item. Pay ,limits for "Standard Wheelchair Ramp" will
start 15" back from the face of curb and encompass the remainder of the
ramp and sidewalk.
All applicable provision of standard Specifications Item 104 "Removing Old
Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as
herein modified.
All concrete flared surface shall be colored with LITHOCHROME color
hardener as manufactured by L.M. Scofield Company or equal. The color
hardener shall be brick red color and dry-shake type, and shall be used in
accordance with manufactures instructions. Concrete stain may be applied
after concrete is poured (Product sold by BAER) .
"Contractor shall provide a colored sample concrete panel of one foot by
one foot by three inches dimension, or other dimension approved by the
Engineer, meeting the aforementioned specification. The sample, upon
approval by the Engineer, shall be the acceptable standard to be applied
for all construction covered in the scope of this pay item.
The method of application shall be by screen, sifter, sieve or other means
in order to provide for a uniform color distribution."
The unit price bid per square yard for 4" standard wheelchair ramp as
shown on the proposal will be full compensation for materials, labor,
equipment, tools and incidentals necessary to compete the work.
PAY ITEM NO. 18 - 6" PERFORATED PIPE SUBDRAIN:
This item shall consist of furnishing and installing 6" perforated
subdrain and filter material all as shown on the enclosed details, or as
directed by the Engineer.
All applicable provision of standard Specifications Item 500 "SUBDRAINS"
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 mat of
uniform quality. Fabric fibers may be either continuous or discontinuous
and oriented in either a random or a aligned pattern throughout the
fabric. The fabric shall be mildew resistant, rot proof, shall be
satisfactory for use in a wet soil and aggregate environment, contain
ultraviolet stabilizers and have nonravelling edges.
SP-17
The fabric shall meet the following requirements when sampled and tested
in accordance with the methods indicated:
Test
Original Physical Method Requirements
Properties
Fabric weight, on an SDHPT Test Method Tex- 4.0 minimum for
ambient temperature air- 616-J"Testing of Construc under drains and
dried tension free sample, tion Fibers" Slope
expressed in oz/sq. yd. Stabilization, 6.0
minimum for Gabions
Revetment
Water flow rate by falling
head method, 7.9 inches (20
cm) to 3.9 inches (10 cm) Tex-616-J 80 minimum
on 2 inch ID cylinder with
1 inch diameter orifice,
with flow rate expressed in
gal/sq. ft/minute.
Breaking load in either ASTM Designation: D 1682 100 minimum
machine or cross-machine grab method G as modified
direction, expressed in by
pounds. Tex--616-J
Equivalent opening size (IIS CDP-02215, IIS Army Corps 70 to 100
Standard sieve no.) of Engineers, Civil Works
Construction Guide
Specification. "Plastic
Filter Fabric", Nov,
n 1977.
"Apparent elongation at ASTM Designation: D 1682 100 maximum
breaking load in either grab method G as modified
machine or cross-machine by
direction, expressed as Tex-616-J
percent.
The "Filter Fabric" shall be installed in accordance with the
manufacturer's recommendations, as indicated or as directed by the
Engineer. When lapping is required, it shall be in accordance with the
manufacturer's recommendations. Backfilling around the Filter Fabric shall
be done in such a way as not to damage the Filter Fabric material during
the placement.
The unit price bid per L.F. shall be full compensation for all labor,
materials, equipments, tools, and incidentals necessary to complete the
work.
SP-18
R1°
PAY ITEM NO. 21 - 8" PAVEMENT PULVE—RIZATION:
Contractor shall pulverize the existing pavement to a depth of 811. 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 operation is
completed, contractor shall spread, mix, and compact the pulverized
material to a 95% compaction per City's Standard Specifications or as
directed by the Engineer in the field. A 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 crushed
stone/gravel, undercut will not be required, the contractor will pulverize
10" inches, the 2" inch cut will be taken from the 10" pulverized
material. (see soil test report)
Pulverization shall start within (ten) 10 calendar days after all concrete
work has been completed on a street. If the contractor fails to begin the
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 material to perform an additional work as
directed by the Engineer. Remobilization will be considered when concrete
"Flat-work" has been completed, personnel and equipments were demobilized,
and the street is clean and ready for the overlay. Remobilization shall be
determined by the Engineer. Any Remobilization without the approval of the
Engineer will not be compensated.
The unit price per bid per each will be full compensation for all labor,
equipment, material, tools, and all incidentals necessary to complete the
work.
PAY ITEM NO. 24 - UNCLASSIFIED STREET EXCAVATION:
This item will be used if additional excavation is needed that is not
covered by Pay Item No. 21 - 118" PAVEMENT PULVERIZATION". Additional
SP-19
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.
END OF SECTION
SP-20
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 Overlay 2005-4 at Various Locations
and City of Fort Worth Project No. GS93-020930522670.
CONTRACTOR:
PEACHTREE CONSTRUCTION,LTD.
Iw
By: R,
Name: J.BARRY CLARK
Title: PRESIDENT
Date: 3-Z2-oS
STATE OF TEXAS §
COUNTY OF TARRANT §
Before me, the undersigned authority, on this day personally appeared
J.BARRY 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 2'Z-day of "AQCH _, 2005.
�� A iOHENBERGER Notary Public in and for the Stat of
tgotary puutic,State of Texas Texas
, �^ J My Comm --rpiresJuly30,2008
Bond# TR4922
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) Peachtree Construction. Ltd. , as Principal herein,
and (2) Fidelity and Guaranty Insurance Underwriters, Inc. ,
a corporation organized under the laws of the State of(3) Wisconsin
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 Three Hundred
Sixty Seven Thousand, One Hundred Sixty Dollars and No Cents Dollars
( $367.160.00 ) 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 8a' day of March , 2005, a copy of which is attached hereto and
made a part hereof for all purposes, for the construction of HMAC SURFACE
OVERLAY 2005-4 Project No. GS93-020930522670.
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 8"' day of March , 2005.
Peachtree Construction, Ltd.
PRINCIPAL
ATTEST: By:
Name: J- wry Clark
(Principal) Secr ary
Title: President
(S E A L) Address: 5801 Park Vista Circle
Keller, TX 76248
Witness as to Principal
Fidelity and Guaranty Insurance
Underwriters, Inc.
SURETY
ATTEST: By:
lk�Z- LAA-) Name: Lorrie Scott
Secreta Attorney in Fact
(S E A L) Address: 4021 Hwy 377 South
Fort Worth, TX 76116
r
` 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 Attomey-in-Fact.
The date of bond shall not be prior to date of Contract.
Bond#
TR4922
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) Peachtree Construction. Ltd. , as Principal herein,
and (2) Fidelity and Guaranty Insurance Underwriters, Inc. ,
a corporation organized and existing under the laws of the State of(3) Wisconsin ,
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 Three
Hundred Sixty Seven Thousand, One Hundred Sixty Dollars and No Cents Dollars
( $367,160.00 ) for the payment whereof, the said Principal and Surety bind themselves
and their heirs, executors, administrators, successors and assigns, jointly and severally,
r
firmly by these presents:
WHEREAS, the Principal has entered into a certain written contract with the
Obligee dated the Ath day of March , 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 2005-4 Project No. GS93-
020930522670.
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 8th day of March , 2005.
Peachtree Construction, Ltd.
PRINCIPAL
ATTEST: By: _
lei Name: J. Barry Clark
(rnncipal) Secretary
Title: President
(S E A L) Address: 5801 Park Vista Circle
Keller, TX 76248
Witness as to Principal
Fidelity and Guaranty Insurance
Underwriters, Inc.
SURETY
ATTEST- By: ZW
j��z (-7�1,2�,�L� .i Name: Corrie Scott
SecretaryU Attorney in Fact
(S E A L) Address: 4021 Hwy 377 South
Fort Worth, TX 76116
■
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 Attomey-in-Fact.
The date of bond shall not be prior to date of Contract.
Bond# TB4922
MAINTENANCE BOND
THE STATE OF TEXAS §
§
COUNTY OF TARRANT §
KNOW ALL BY THESE PRESENTS:
That Peachtree Construction, Ltd. ("Contractor"), as principal, and,
+ Fidelity and Guaranty Insurance Underwriters, Inc. a
corporation organized under the laws of the State of Wisconsin ("Surety"), do hereby
acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation
chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum
of Three Hundred Sixty Seven Thousand, One Hundred Sixty Dollars and No Cents Dollars
( $367,160.00 ), lawful money of the United States, for payment of which sum well and truly be made unto
said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors,
administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth,
■
dated the 8h of March , 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 OVERLAY 2005-4 AT
VARIOUS LOCATIONS the same being referred to herein and in said contract as the Work and being
designated as project number(s) GS93-020930522670 and said contract, including all of the specifications,
conditions, addenda, change orders and written instruments referred to therein as Contract Documents being
incorporated herein and being made a part hereof; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work
that it will remain in good repair and condition for and during a period of after the date of the final acceptance of
the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term
Of 2 (Two)Years _; and
WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time
within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be
necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or
reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be
r
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 8t' day of March , A.D. 2005.
Peachtree Construction, .Ltd.
PRINCIPAL
ATTEST: By:
Name: J. Barry Clark
(Principa Secretary
Title: President
(S E A L) Address: 5801 Park Vista Circle
Keller, 'I'_X 76248
Witness as to Principal
Fidelity and Guaranty Insurance
Underwriters, Inc,
SURETY
® ATTEST: By:
w� Name: Louie Scott
Secretary 0 Attorney in Fact
(S E A L) Address: 4021 Hwy 377 South
Fort Worth, iK 76116
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.
s
The date of bond shall not be prior to date of Contract.
The=a u I POWER OF ATTORNEY
Seaboard Surety Company United States Fidelity and Guaranty Company
St.Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company
St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc.
St.Paul Mercury Insurance Company
Power of Attorney No. 24309 Certificate No. 2219754
KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,and that
St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under
the laws of the State of Minnesota,and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,and
that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance
Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the "Companies"),and that the Companies do
hereby make,constitute and appoint
Steven B.Siddons,Holly A.Gzravenor,and Lorrie Scott
Fort Worth Texas
of the City of State their true and lawful Attomey(s)-in-Fact,
each in their separate capacity if more than one is named above,to sign its name as surety to,and to execute,seal and acknowledge any and all bonds,undertakings,
contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the
performance of contracts and executing or guaranteeing bonds and undertakipg&ig6quired orliitrmitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF,the Companies have caused this instrument to be sand and sealed'this 16th day of April 2004
Seaboard Surety Company United States Fidelity and Guaranty Company
St.Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company
St.Paul Guardian Insurance Co"any Fidelity and Guaranty Insurance Underwriters,Inc.
St.Paul Mercury Insurance Company
51I�E/� '�F10.E 64 0��..�MSG9 `Jp��xsU°ryY 4�r� CT
PETER W.CARMAN,Vice President
s �;SEAL1lo"/ a�..SBAL,a�� � 7 ic',tf 1951
State of Maryland
City of Baltimore THOMAS E.HUIBREGTSE,Assistant Secretary
On this 16th day of April 2004 ,before me,the undersigned officer, personally appeared Peter W. Carman and
Thomas E.Huibregtse,who acknowledged themselves to be the Vice President and Assistant Secretary,respectively,of Seaboard Surety Company,St.Paul Fire and
Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,United States Fidelity and Guaranty Company,Fidelity and
Guaranty Insurance Company,and Fidelity and Guaranty Insurance Underwriters,Inc.;and that the seals affixed to the foregoing instrument are the corporate seals of
said Companies;and that they,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing the names of the
corporations by themselves as duly authorized officers.
In Witness Whereof,I hereunto set my hand and official seal. 4;7V
My Commission expires the 1st day of July,2006. � o REBECCA EASLEY-ONOKALA,Notary Public
9f cal
86203 Rev.7-2002 Printed in U.S.A.
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company,St.Paul
Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St.Paul Mercury Insurance Company, United States Fidelity and Guaranty Company,
Fidelity and Guaranty Insurance Company,and Fidelity and Guaranty Insurance Underwriters,Inc.on September 2, 1998,which resolutions are now in full force and
effect,reading as follows:
RESOLVED,that in connection with the fidelity and surety insurance business of the Company,all bonds,undertakings,contracts and other instruments relating
to said business may be signed,executed,and acknowledged by persons or entities appointed as Attomey(s)-in-Fact pursuant to a Power of Attorney issued in
accordance with these resolutions. Said Power(s)of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the
Company,either by the Chairman,or the President,or any Vice President,or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary,
under their respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the foregoing officers and
the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes
only of executing and attesting bonds and undertakings and other writings obligoirory in the nature thereof,and subject to any limitations set forth therein,any
such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company,and any such power so
executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to
which it is validly attached;and
RESOLVED FURTHER,that Attomey(s)-in-Fact shall have the power and authority,and,in any case,subject to the terms and limitations of the Power of
Attorney issued them,to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings,and other
writings obligatory in the nature thereof,and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Company as if signed by an
Executive Officer and sealed and attested to by the Secretary of the Company.
I,Thomas E.Huibregtse,Assistant Secretary of Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,
St.Paul Mercury Insurance Company,United States Fidelity and Guaranty Company,Fidelity and Guaranty Insurance Company,and Fidelity and Guaranty Insurance
Underwriters,Inc.do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force
and effect and has not been revoked. /��r
IN TESTIMONY WHEREOF,I hereunto set my hand this C-day of MLU VI
SIIREl� 000
+r:w+° `• ' �A►►ANt 1t1Thomas E.Huibregtse,Assistant Secretary
To verify the authenticity of this Power of Attorney,call 1-800-40.3-3 0 and&*for the Power of Attorney clerk. Please refer to the Power of Attorney number,
the above-named individuals and the details of the bond to which the power is attached.
Se.Paul Flrc and Mar)ae fasuraace Compaay United States Fldellty and Guaranty Company
S[Paul Surety St Pao)Guardian Insurance Company Fidelity and Guaranty Insurance Company
St.Paul Mercury Iaaur soce Company Fidelity and Guaranty Insurance Vaderwrtters,Inc.
Seaboard Surety Company St.Paul Medical LiabWty Insurance Company
RIDER CONTAINING
DISCLOSURE NOTICE OF TERRORISM COVERAGE
This disclosure notice is required by the Terrorism Risk Insurance Act of 2002. No
action is required on your part. This Disclosure Notice is incorporated in and a part of
the attached bond.
You should know that, effective November 26, 2002, any losses caused by certified
acts of terrorism would be partially reimbursed by the United States under a formula
established by the Terrorism Risk Insurance Act of 2002. Under this formula, the
United States reimburses 90% of covered terrorism losses exceeding the statutorily
established deductible paid by the insurance company providing the coverage.
There is a cap on our ilauliity to pay for such Josses if the aggregate amount of
insured losses under the Act exceeds $100,000,000,000 during the applicable period
for all insured and all insurers combined. In that case, we will not be liable for the
payment of any amount which exceeds that aggregate amount of$100,000,000,000.
The portion of your premium that is attributable to coverage for acts of terrorism Is
$0.00.
IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO
CHANGE ON ANY BOND THAT PREMIUM IS CHARGED ANNUALLY.
Fidelity and Guaranty
Insurance Underwriters, Inc.
IMPORTANT NOTICE:
To obtain information or make a complaint:
You may contact the Texas Department of Insurance to obtain information on companies,
coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance at:
P.O, Box 149104
Austin, TX 78714-9104
FAX# 1-512-475-1771
Your notice of claim against the attached bond may be given to the surety company that issued
the bond by sending it to the following address:
Mailing Address: Fidelity and Guaranty Insurance Underwriters, Inc,
P.O. Box 4689
Federal Way, WA 98063-4689
Physical Address: Fidelity and Guaranty Insurance Underwriters, Inc,
31919 First Avenue South
Suite 100
Federal Way, WA 98003
You may also contact the St, Paul Surety Claim office by telephone at:
Telephone Number: 1-253-945-1545
PREMIUM OR CLAIM DISPUTES:
If you have a dispute concerning a premium, you should contact the agent first, If you have a
dispute concerning a claim, you should contact the company first. If the dispute is not resolved,
you may contact the Texas Department of Insurance,
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or condition of the attached
document.
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 8"' day of March , 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 complete the
construction of certain improvements described as follows:
HMAC SURFACE OVERLAY 2005-4
AT VARIOUS LOCATIONS
Designated as project number, GS93-020930522670
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the
City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto
attached and made a part of this contract the same as if written herein.
C-1
3.
The Contractor hereby agrees and binds himself to commence the construction of said work within
ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort
Worth.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and approval of
the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
within a period of 50 (Fifty) working days.
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in the
General Conditions, there shall be deducted from any monies due or which may thereafter become due
him, the sum of $ 210.00 per working day, not as a penalty but as liquidated damages, the
Contractor and his Surety shall be liable to the Owner for such deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
Specifications, and Contract Documents, then the Owner shall have the right to either demand the surety
to take over the work and complete the same in accordance with the Contract Documents or to take
charge of and complete the work in such a manner as it may deem proper, and if, in the completion
thereof, the cost to the said City shall exceed the contract price or prices set forth in the said Plans and
Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in
writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost.
6.
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and
agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants
and employees, from and against any and all claims or suits for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to be
performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or
invitees, whether or not any such iniury, damage or death is caused, in whole or in part, by the
negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor
likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and
all injuries to Owner's officers, servants and employees and any damage, loss or destruction to
C-2
property of the Owner arising from the performance of any of the terms and conditions of this
Contract, whether or not any such injury or damage is caused in whole or in part by the
n pllgence or alleged ne_gligence of Owner, its officers, servants or employees.
In the event Owner receives a written claim for damages against the Contractor or its subcontractors
prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or
(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been
referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work
performed under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Texas Govemment Code Section 2253, as amended, in the form included in the Contract Documents,
and such bonds shall be 100 percent (100%) of the total contract price, and the said surety shall be a
surety company duly and legally authorized to do business in the State of Texas, and acceptable to the
City Council of the City of Fort Worth.
8.
Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid
work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by
the successful bidder hereto attached and made a part hereof. Payment will be made in monthly
installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice
from the Contractor. The agreed upon total contract amount (including/excluding) alternates NIA
shall be
THREE HUNDRED SIXTY SEVEN THOUSAND, ONE HUNDRED SIXTY DOLLARS
AND NO CENTS
$367,160.00
C-3
9.
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Department of Engineering.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto
and made a part hereof the same as if it were copies verbatim herein.
11.
The Contractor shall procure and shall maintain during the life of this contract insurance as
specified in paragraph 8 of Special Instruction to Bidders of this contract documents.
12.
It is mutually agreed and understood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Contract, and the Contractor
agrees to fully comply with all the provisions of the same.
IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 6
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the
corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through
its duly authorized officers in Six (6), counterparts with its corporate seal attached.
C-4
Done in Fort Worth, Texas, this the 8"' day of March , 20 05 .
RECOMMENDED: T O F RST WO
Pio'f?
-
CR, DEPARTMENT OF ASST ANT I G
ENGINEERING
APPROVED:
DIRECTOR, TRANSPORTATION AND
PUBLIC WORKS
PEACHTREE CONSTRUCTION,LTD ATTEST:
(Contractor)
CITY SECRETARY
(SEAL)
BY: RGC—
j
r–
J.
(Representatative)BARRY CLARK Contra t Authorizatioa
PRESIDENT Date
(TITLE)
5801 PARK VISTA CIR. APPROVED AS TO FORM &
(Address) LEGALITY:
KELLER,TX 76248
(City/State/Zip) ASSISTANTr/ATTi?ANEY
November 1960
Revised May 1986
Revised September 1992 ��'����
Revised January 1993 � 1 �
Revised April 1999 u4 P
Revised June 1999
Revised June 2001
C-5
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MANHOLE
WATER VALVE-
1/2 W TYP
4.0' MH 2.0' WV
8 - ,#4 BARS TYP.
PLACED MIN 3"
1 C
BELOW SURFACE .• � \ c
'� �• 3" TYP.
• •,1. .
PVMT - _ PVMT
BASE ~ ! .
I - °•' se ; BASE
GRADE RINGS AND {
RAM NECK
j CONCRETE COLLAR
HEIGHT VARIES
1. ALL CONCRETE USED SHALL BE 3000 PSI.
2. CONCRETE COLLAR SHALL EXTEND TO THE BOTTOM OF BASE'(MIN.).
3. CONCRETE COLLAR SHALL BE:
a) 4' x 4' for MANHOLE
b) 2' x 2' for WATER VALVE.
CONCRETE COLLAR
for
MANHOLE and WATER VALVE
A
sQueRe FEET Or VALLEY
GUTTER YEeSUREO
rROM BACK-Of-CURS
TO S&CK-Of-Cult/
EXPANSION
JOINT$ T RAMI TIoM
I
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TRANEITIOit
AREA(WIDTH AS REQUIRE01 p{IYYT
ILATCK EXISTING w jOIYTS
OUT TER
ALAN VIEW
Not to Scoff
Aa iawrt ao aloe#than tela 4eptb IRO ao fess/baa "4rja efalb
4,111 be reQolreif/wall ewlide roller#otter& The cadfractor rill
of regarlree to lest the patler with raterbefore the%b is oce6v0d.
T'CONCRCTE -
'EXIST.M.M.AL. VALLEY 101LILA_C.
wY'T R BASE GUTTER
00.3+240 C-C TRAl1S1TlON
--�-+�-� M0.34 la•C-C
• 11 ;, .: . ►, -4,l` 1•
T RAIISITI ON
EXIST.KM.AG
ITEM 110.302 T !VM'T k SASE
CONCRETE BASE Crushed WMCRETE BASE
Limestone
a'-o•
RESIDENTIAL STREETS
SECTION 'A A!
Not to Scale
The T reinforced concrete 4,o/!eX shcllreplact JM top 7:0 the paremeat rllh the remaklag
portlon-of parement to be c4,70ractsd lacl9dln9 srrbgrade treatoo.a/, k accordance
with the lrplcal parlag seclloa. The concrets 4,0/1*.►rill he paveraed according to
city sloodords for eoncrele curb esd gutte4 rhs coaerete shalt be of 'washed
ond.`creeaed oggreDateWith_& Rtla. of flre(51s0e18 of eeMeat per cublcrard
Of concrete • with a minimum compressive strength of 3,000-pounds per
square inch in seven days.
e
CONCRETE VA L EY DETAILS
GROUND LINE
1.5'MIN. FACE OF CURB
SUITA 8 L E
MATERIAL
TAMPED IN
LIFTS NOT CURB AND .
EXCEEOINCa. GUTTER
12" L00SE. rt A
�
�? � ,, OP Of. CURB
N _g W ASH E O ROCK 12' .OVERLAP
g .PER ITEM 402
FILTER FABRIC PER
o PAY ITEM NO. 17
0.3'
1.s �
PIPE SHALL BE 6' PERFORATED
POLYVINYL- CHLORIDE TUBING
PER ASTM D-1764 UNLESS
SPECIFIED OTHERWISE.
SUBDRAIN .
CITY OF FORT WORTNTEXAS-CONSTRUCTION STANOARO
DRAWING NO. S—S 11 MootF. DATE: 3- 7-95
367 Addendum 3
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CITY OF FORT �tTtt, TEXAS — CONSTRUCTION STANDARD
—i OCT o BOR, 1"2
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NOTES
1) MANSION JOINT AND SILICONE SEALING
SHALL IE SUISIDIARY TO UNIT PRICE IID
FQt SIDEVAM
0 THE ACTUAL LKTS OF .REmavAL OF EXIST-
ING CURD AND CUTTER AND SIDEVALX*WALL
SASS DIRECTED BY THE ENGINEER IN THE
3) Ht H LITHDC CURB OR FLARED SLOPES MAY
6„ BE INSTALLED ON BOTH SIDES OF THE RMP
DEPENDING ON THE FIELD COID1TIOR OR AS
DIRECTED BY THE ENGINEM
f) CURB RAMPS VITH RETURNED CURES MAY BE
USED WHERE PEDESTRIANS WOULD HOT
KF44ALLY VALK ACROSS THE RAMP. •.
3) SLOPE OF CURE RMV A MAR SIDEVAL K
it SHALL BE A ISAXDfJH OF 188 FLARED
r SIDES OF RAMP SHALL HAVE A HAX "
SLOPE of !d4 UNLESS PEDESTRIANS COLXV
AS Kowa VALK ACROSS THE RMP THEN THE MAX"
so= or SLOPE SHALL BE 188
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' CITY OF FORT VMTK TEXAS — CONSTRUCTION STMMARD
OCTMER, 1992
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JOINT DETAIL -
CITY OF FORT VORTK TEXAS - CONSTRUCTION STANDARD
OCTOBFJZ 1992
! 11 TYPE III
l I I EXISTING 20' R
SCALE 1" = 5'
EIISUNG CURS PROP, RAMP
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CITY OF FORT MORTK TEXAS — CONSTRUCTION STANDARD
r OCTOBER, 1992
1
CITY OF FORT WORTH
.CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
PROJECT: BROADMOOR ADDITION
DOE NO. : 4107
FUND CODE: '01/02
HOLE # 1 LAB NO: 35756
LOCATION: W/4 OF BROADMOOR DR. 401 NORTH OF ARBOR AVE.
5.50" HMAC la �' IIMAG', Sanal y Gila y G-ro ve
7 .50 DARK BROWN SANDY CLAY W/GRAVEL
7. 00" DARK BROWN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 36. 4 PL: 19. 8 I: 16. 6 SxRKG: 9 . 0%
MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRA CLAY
UNIT WEIGHT: 146. 0 #/CFT ./Va VnderCu-f-
HOLE # 2 LAB NO: 35757
LOCATION: BRO_ADMOOR DR. @ DREW CL
5.50" HMAC /e " HMA C Gra v t
5.50" GRAVEL
9.00" BROWN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 30 . 1 PL: 18 . 8 PI: 11.3 SHRKG: 6. 0-08-
MUNSELL
. OoMUNSELL COLOR CHART: 6/3 PALE BROWN SAND
UNIT WEIGHT: 146.0 4/CFT /l/o 01)del-Cu4-
HOLE # 3 LAB NO: 35758
LOCATION: 8124 W. ELIZABETH N/4
4. 75" HMAC la " AMAC; .dhI u/ G-a ve 1
7.25" GRAYC LAY W/GRAVEL
8.00" YELLOWISH GRAY SANDY CLAY
ATTERBURG LIMITS:. LL: 44 . 9 PL: 21. 0 I: 23. 9 SHRKG: 11 . 0%
MUNSELL COLOR CHART: 7/4 PALE YELLOW CLAY
UNIT WEIGHT: 146.0 #/CFT No nder
HOLE # 4. LAB NO: 35759
LOCATION: 7948 W. ELIZABETH S/4
5.75" HMAC /o ` HAtAe CIS N/GrAV41
5.25" BROWN CLAY W/GRAVEL
9.00" BROWN CLAY W/GRAVEL
ATTERBUG LIMITS: LL: 31. 7 PL: 19. 6I: 12. 1 SHRKG: 6. 0%
MUNSELL COLOR CHART: 7/1 LIGHT GRAY CLAY
UNIT WEIGHT: 146.0 #/CFT /leo Urider'cu}-
2
" DOE # 4107
HOLE # 5 LAB NO: 35760
LOCATION: N/4 OF DOREEN AVE. 127' WEST OF KAREN ST.
5 .00" HMAC /Q, 11AAe � SandI C lA y
7 .00 BROWN SANDY CLAY W/GRAVEL
8. 00" BROWN CLAY
ATTERBUG LIMITS: LL: 23. 7 PL: 14 . 8 8 . 9 SHRKG: 6. 0%
MUNSELL- COLOR CHART: 6/2 LIGHT BROWNISH GRAY SANDY CLAY
UNIT WEIGHT: 146. 0 #/CFT We 04elare, f
HOLE # 6 LAB N0735761
LOCATION: CL OF DOREEN AVE. 60' EAST OF FRANCIS
4.50 HMAC /o " //MAe' Sa"dy 644y W/ (rave
6. 50 BROWN SANDY CLAY W/GRAVEL
9. 00" BROWN CLAY W/GRAVEL
ATTERBUG LIMITS: LL: 30.2 PL: 18 . 4 PI : 11 . 8 SHRKG: . 7 . 0%
MUNSELL COLOR CHART: 6/3 PALE BROWN SANDY CLAY
UNIT WEIGHT: 146. 0 #/CFT /✓o to derGv;�
HOLE # 7 LAB NO: 35762
LOCATION: 8021 TANNER CL
2. 00" HMAC Jb'' NMAe, (crave�, Sand/ C�uy
5. 00" GRAVEL
13. 00" BROWN SANDY CLAY
ATTERBUG LIMITS: LL: 27 . 2 PL: 17. 7 PI: 9.5 SHRKG: 5 . 0%
MUNSELL COLOR CHART: 6/3 PALE BROWN. SANDY C AY
UNIT WEIGHT: 133. 0 #/CFT /Vo 04ol ercuf-
HOLE # 8 LAB NO: 35763
LOCATION: 3208 KAREN ST. CL
2. 00" HMAC /0 " HMAe Sa4,41 ClAy ul rave(
7. 00" BROWN SANDY CLAY W/GRAVEL SRindj L►(q/
11. 00" DARK BROWN SANDY CLAY
ATTERBUG LIMITS: LL: 43. 3 PL: 21 . 1 PI: 22 .2SHRKG: 12 . 0%
MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY
UNIT WEIGHT: 133. 0 #/CFT N6 Vndtrav}
HOLE # 9 LAB NO: 35764
LOCATION: 8016 ARBOR AVE. N/4
4 . 00" HMAC /o" 11MAC Sa"dy ClAy ul (-ravel
6.00" REDDISH BROWN SANDY CLAY W/GRAVEL �.
10.00" REDDSIH BROWN SAND
ATTERBUG LIMITS: LL: 22 . 4 PL: 13. 6I: 8 . 8 SHRKG: 6. 0%
MUNSELL COLOR CHART: 6/6 REDDISH YELLOW SANDY CLAY
UNIT WEIGHT: 146. 0 #/CFT /vo lJiidaCr��-
3
DOE # 4107
HOLE # 10 LAB NO: 35765
LOCATION: 8140 ARBOR AVE. CL
2.5 0" HMAC /o
7.50" BROWN CLAY W/GRAVEL
10. 00" BROWN CLAY W/GRAVEL
ATTERBUG LIMITS: LL: 23 . 9 PL: 18.4 I:. 5. 5 ' SHRKG: 0. 0%
MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN SAND
UNIT WEIGHT: 135.0 #/CFT Nd Und ciCuf-
HOLE # 11 LAB NO: 35766
LOCATION: 3205 FRANCIS DR. CL
6.25" HMAC /Q '� /frt,4C Sa�d� C l.�r (Trove
5..75" BROWN SANDY CLAY W/GRAVEL
8 . 00" BROWN CLAY W/GRAVEL
ATTERBUG LIMITS: LL: 27 . 6 PL: 16. 6 PI: 11 . 0 SHRKG: 6. O%
MUNSELL COLOR CHART: 6/3 PALE BORWN CLA
UNIT WEIGHT: 146.0 #/CFT Undencvf-
HOLE # 12 LAB NO: 35767
LOCATION: W/4 OF FRANCIS DR. 40' NORTH OF W': ELIZABETH
5.75" HMAC
4.25" GRAVEL
10. 00" BROWN CLAY W/GRAVEL
ATTERBUG LIMITS: LL: 32. 8 PL: 19.3 . PI: 13. 5 SHRKG: 8 . 0%
MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH SANDY CLAY
UNIT WEIGHT: 146.0 #/CFT /Va n crGvf-
HOLE # 13 LAB NO: 35768
LOCATION: E/4 OF CHERRY LN. 200' NORTH OF ARBOR AVE.
5. 00" HMAC v •' AIM AC I (rrec ve I
5. 00" GRAVEL
10. 00" YELLOWISH BROWN CLAY W/GRAVEL
ATTERBUG LIMITS: LL: 39. 9 PL: 27 . 4 PI: 12. 5 SHRKG: 6. 0%
MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH Y CLAY
UNIT WEIGHT: 14'6.0 #/CFT Ale tide-l-co -
APPPROVAL:
Ry JE ROUTING
DATE TESTED: 05-04-04 ABE CALDERON
DATE REPORTED: 05-11-04 RAKESH CHAUBEY
TESTED BY: HERNANDEZ FILE
HMAC SURFACE OVERLAY (2005-4)
50/50 Contract
Street Project From To Procedure Quantity CD Map
ARBOR AVE CHERRY LN FRANCIS DR POL 0.79 3 73L
BROADMOOR DR MARYDEAN AVE CAMP BOWIE WEST POL 0.67 3 73Q
BLVD
DOREEN AVE CHERRY LN FRANCIS DR POL 0.77 3 73Q
ELIZABETH LN W CHERRY LN FRANCIS DR POL 0.64 3 73Q
FRANCIS DR JULIE AVE CAMP BOWIE WEST POL 0.71 3 73Q
BLVD
JULIE AVE KAREN ST BROADMOOR DR POL 0.21 3 73L
KAREN ST JULIE AVE DOREEN AVE POL 0.34 3 73Q
KAREN ST ELIZABETH LN W CAMP BOWIE WEST POL 0.21 3 73Q
BLVD
TANNER AVE KAREN ST FRANCIS DR POL 0.55 3- 73R
Total Lane Miles 4.89
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