HomeMy WebLinkAboutContract 39327 (2)SPECIFICATIONS
AND
CONTRACT DOCUMENTS
THIS COPY FOR:
--~CONTRACTOR
__/CONTRACTOR'S BONDING CO.
--J ___ 1 CITY SECRETARY
2007 CRITICAL CAPITAL PROJECT
FOR
___ CITY MANAGER'S OFFICE
___ ENGINEERING DIV.
___ TIPW • FILE COPY
TOTAL RECONSTRUCTION OF PREMATURE FAILED STREEJ·
HUNTERS CREEK DR. (From 235 ft . West of Garden Springs Dr . To 325 ft. West ofHunters Creek Ct .)
CITY OF FORT WORTH, TEXA ITY SECRETARY 0A
'"'ONTRACT NO . 3a:J
CITY PROJECT NO. 01329
TPW PROJECT NO. C295-541200-202240132983
MIKE MONCRIEF
MAYOR
2009
DALE A. FISSELER, P.E.
CITY MANAGER
WILLIAM A. VERKEST, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
GEORGE A. BEHMANESH, P.E., ASSIST ANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
PREPARED BY
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
INFRASTRUCTURE GROUP
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
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CITY OF FORT WORTH
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ADDENDUM No. 1
TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
2007 CRITICAL CAPITAL PROJECT
TOTAL RECONSTRUCTION OF PREMATURE FAILED STREET:
HUNTERS CREEK DR, (From 235 ft. West of Garden Springs Dr. To 325 ft. West of
Hunters Creek Ct.)
CITY PROJECT NO. 01329
TPW PROJECT NO. C295-541200-202240132983
The contract and documents for the subject project are hereby revised or amended to clarify the
following :
Green Cement Policy will not be required under this contract. Therefore , disregard the GREEN
CEMENT POLICY COMPLIANCE ST A TEMENT that was included in this contract documents .
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 ACKNOWLEDGES: Najib Fares, P.E ., Infrastructure Manager, TPW
By : ________ _ By~
Riad'I.Nusrallah, P .E ., Street Program Manager
~C Review Page 1 of2
Official site of the City of Fort Worth, Texas
CITY COUNCIL AGENDA FORT \\'ORTH
~
COUNCIL ACTION: Approved on 7/21/2009
DATE:
CODE:
712112009 REFERENCE
NO.:
C TYPE:
C-23669
NON-
CONSENT
LOG NAME: 20CRITICAL 2007 CAPITAL
PROJECT/HUNTER CREEK DR
PUBLIC
HEARING: NO
SUBJECT: Authorize a Contract with ProCon Paving and Construction in the Amount of $241,557.50
for the 2007 Critical Capital Project for Total Reconstruction of Premature Failed Streets at
Hunters Creek Drive
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with
ProCon Paving and Construction in the amount of $241,557.50 for 50 calendar days for the 2007
Critical Cap ital Project at Hunters Creek Drive, from 235 feet west of Garden Springs Drive to 325
feet west of Hunters Creek Court.
DISCUSSION:
On January 9, 2007, (M&C G-15571) the City Council authorized the sale of $42,325,000 .00 in
Certificates of Obligation for the purpose of funding part of the Critical Capital Needs program . That
amount included funds for premature failed streets at various locations .
This project provides for: Total Reconstruction of Premature Failed Streets at Hunters Creek Drive
(from 235 feet west of Garden Springs Drive to 325 feet west of Hunters Creek Court).
The City 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 percent of the
contract award.
This project was advertised for bid in the Fort Worth Star-Telegram on April 2 , 2009 , and Apri l 9 ,
2009. On April 30 , 2009, the following bids were received:
Bidders
ProCon Paving and Construction
Advanced Paving
McClendon Construction Company , Inc.
Stabile and Winn, Inc.
McMahon Contracting, LP.
JLB Contracting, LLC
PAEE Corporation
Conaster Construction TX, L. P.
Estrada Concrete Company, LLC
Ed A. Wilson, Inc.
Jackson Construction, ltd.
Amount
$241,557.50
$262 ,413.00
$269 ,614 .85
$293,871.00
$295,439 .50
$298,311 .10
$299 ,149.00
$310 ,375.00
$343 , 132.50
$398 ,850.00
$433 ,777 .00
ProCon Paving and Construction is in compliance with the City's M/WBE Ordinance by committing to
30 percent M/WBE participation. The City's goal on this project is 21 percent.
These projects are located in COUNCIL DISTRICT 6 .
http://apps.cfwnet.org/council__packet/mc _re v iew.asp?ID= 11785&councildate=7 /21 /2009 8/14/2 009
M&C ev1ew Page 2 of2
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the 2007 Critical Capital Projects Fund.
TO Fund/Account/Centers
Submitted for City Manager's Office by:
Originating DeRartment Head:
Additional Information Contact:
ATTACHMENTS
20CRITICAL Hu~nter Creek 1.pdf
FROM Fund/Account/Centers
C295 541200 202240133083 $241 ,557.50
Fernando Costa (6122)
William Verkest (8255)
George Behmanesh (7914)
http://apps.cfwnet.org/council_packet/mc _review.asp?ID= 11785&councildate=7 /21 /2009 8/14/2009
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
2007 CRITICAL CAPITAL PROJECT
FOR
TOTAL RECONSTRUCTION OF PREMATURE FAILED STREETS
HUNTERS CREEK DR.
(From 235 ft. West of Garden Springs Dr. To 325 ft. West of Hunters Creek Ct.)
IN THE
CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 01329
TPW PROJECT NO. C295-541200-202240132983
3-31-o'l
S, P. DATE
INFRAS UCTURE MANAGER
TRANSPORTATION AND PUBLIC ~'tt:l'I""' DEPARTMENT
4-$-0
DATE
TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Minority and Women Business Enterprise Specifications
4. Proposal
5. Special Provisions
6. Item 360, Concrete Pavement (Modified Specification)
7. Prevailing Wage Rates
8. Vendor Compliance
9. Contractor Compliance with Worker's Compensation Law
10. Certificate oflnsurance
11. Equipment Schedule
12. Experience Record
13. Performance Bond
14. Payment Bond
15. Maintenance Bond
16. Contract
17. Notice of Construction Detail
18. Project Designation Sign Detail
19. Other Details
Sealed Proposals for the following :
2007 CRITICAL CAP IT AL PROJECT:
TOTAL RECONSTRUCTION OF PREMATURE FAILED STREETS:
HUNTERS CREEK DR.
(From 235 ft . West of Garden Springs Dr. To 325 ft. West of Hunters Creek Ct.)
IN THE
CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 01329
TPW PROJECT NO . C295-541200-202240132983
Submit package to City of Fort Worth , Purchasing Division , in the lower level of the Municipal Building, I 000
Throckmorton , Fort Worth, Texas 76102 until 1:30 P.M., Thursday, April 30th, 2009 , and then publicly read
aloud at 2 :00 P .M ., in the Council Chambers .
Specifications and Contract Documents for this project may be purc hased for thirty dollars ($30) per set at the
office of the Transportation and Public Works Department, Municipal Office Building, 1000 Throckmorton Street,
Fort Worth, Texas 76102. These documents contain additional information for prospective bidders .
A pre-bid conference will be held at 11:00 A.M. Thursday, April 16th, 2009, in the Transportation and Public
Works Conference Room, 2nd Floor, Municipal Building, RM 270.
The major work on the above-referenced project shall consist of the following pav ing Improvements :
4 ,900 S .Y. 7" Concrete Pavement
5,050 S .Y. 6" Lime Stabilized Subgrade
91 TON Lime Stabilized Subgrade (361bs/sy)
Included in the above w ill be all other miscellaneous items of construction as outlined m the Plans and
Specifications .
For additional information , please contact Riad Nusrallah, Street Program Manager at (817) 392-2729 .
DALE A. FISSELER, P .E .
CITY MANAGER
Advertising Dates:
April 2nd, 2009
April 9th, 2009
WILLIAM A . VERKEST, P .E ., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS
DEPARTMENU .
By :£d~-$/
Riad Nusrallah , P.E.
Street Program Manager
SPECIAL INSTRUCTIONS TO BIDDERS
I. 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 (I) hold a certificate of authority from
the Untied States secretary of the treasury to qualify as a surety on obligations permitted
or required under federal law; or (2) have obtained reinsurance for any liability in excess
of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of
Texas and is the holder of a certificate of authority from the Untied States secretary of the
treasury to qualify as a surety on obligations permitted or required under federal law .
Satisfactory proof of any such reinsurance shall be provided to the City upon request.
The City , in its sole discretion, will determine the adequacy of the proof required herein.
2 . PROPOSAL: After proposals have been opened and read aloud, the proposals will be
tabulated on the basis of the quoted prices , the quantities shown in the proposal, and the
application of such formulas or other methods of bringing items to a common basis as
may be established in the Contract Documents.
The total obtained by taking the sum of the products of unit prices quoted and the
estimated quantities plus any lump sum items and such other quoted amounts as may
enter into the cost of the completed project will be considered as the amount of the bid.
Until the award of the contract is made by the Owner, the right will be reserved to reject
any or all proposals and waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans . The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided, without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3 . ADDENDA : Bidders are responsible for obtaining all addenda to the Contract
Documents prior to the bid receipt. lnfonnation regarding the status of addenda may be
obtained by contacting the Transportation and Public Works Department at ( 817) 392-
2729. Bids that do not acknowledge all applicable addenda will be rejected as non-
rcsponsive .
SP EC:1/\L INS rRUC:TIONS TO BIDDERS
• I •
4.
5.
A WARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine ( 49) City
business days from the date that the M/WBE UTILIZATION FORM, PRIME
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") is received by the City.
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
fonn 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 perfonnance 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 perfonnance 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 ( l) 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 detennine 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 dctennined unsatisfactory at any time by the City, notice will be given to
SPECIAL INSTRUCTIONS TO BIDDERS
• 2.
the contractor to that effect and the contractor shall immediately provide a new surety
satisfactory to the City
6. LIOUIDA TED DAMAGES: The Contractor's attention is called to Part 1 -General
Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain
Construction of the City of Fort Worth, Texas, concerning liquidated damages for late
completion of projects.
7.
8
EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not
discriminate against any person(s) because of sex, race, religion, color or national origin
and shall comply with the provisions of sections l 3A-2 l through 13A-29 of the Code of
the City of Fort Worth ( 1986), as amended, prohibiting discrimination in employment
practices.
WAGE RA TES: Section 8.8 of the Standard Specifications for Street and Storm Drain
Construction is deleted and replaced with the following:
Compliance with and Enforcement of Prevailing Wage Laws
A. Duty to pay Prevailing Wage Rates.
The contractor shall comply with all requirements of Chapter 2258, Texas
Government Code (Chapter 2258), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the
prevailing wage rates in accordance with Chapter 2258. Such prevailing wage
rates are included in these contract documents.
8. Penalty for Violation.
A contractor or any subcontractor who does not pay the prevailing wage shall,
upon demand made by the City, pay to the City $60 for each worker employed for
each calendar day or part of the day that the worker is paid less than the prevailing
wage rates stipulated in these contract documents. This penalty shall be retained
by the City to offset its administrative costs, pursuant to Texas Government Code
2258.023.
C. Complaints of Violations and City Determination of Good Cause.
On receipt of information. including a complaint by a worker. concerning an
alleged violation of 2258.023, Texas Government Code, by a contractor or
subcontractor, the City shall make an initial determination, before the 31st day
after the date the City receives the information. as to whether good cause exists to
believe that the violation occurred. The City shall notify in writing the contractor
or subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the contractor or
subcontractor has violated Chapter 2258, the City shall retain the full amounts
claimed by the claimant or claimants as the difference between wages paid and
SPECIAL INSTRl 'CTIONS TO HIDDERS
- 3 -
wages due under the prevailing wage rates, such amounts being subtracted from
successive progress payments pending a final determination of the violation.
D. Arbitration Required if Violation Not Resolved.
An issue relating to an alleged violation of Section 2258.023. Texas Government
Code. including a penalty owed to the City or an affected worker, shall be
submitted to binding arbitration in accordance with the Texas General Arbitration
Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and
any affected worker do not resolve the issue by agreement before the 15th day
after the date the City makes its initial determination pursuant to paragraph (c)
above. If the persons required to arbitrate under this section do not agree on an
arbitrator before the 11th day after the date that arbitration is required, a district
court shall appoint an arbitrator on the petition of any of the persons. The City is
not a party in the arbitration. The decision and award of the arbitrator is final and
binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained.
The contractor and each subcontractor shall, for a period of three (3) years
following the date of acceptance of the work, maintain records that show (i) the
name and occupation of each worker employed by the contractor in the
construction of the work provided for in this contract; and (ii) the actual per diem
wages paid to each worker . The records shall be open at all reasonable hours for
inspection by the City. The provisions of the Audit section of these contract
documents shall pertain to this inspection.
F. Pay Estimates.
With each partial payment estimate or payroll period, whichever is less, the
contractor shall submit an affidavit stating that the contractor has complied with
the requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates.
The contractor shall post the prevailing wage rates in a conspicuous place at the
site of the project at all times.
H. Subcontractor Compliance.
The contractor shall include in its subcontracts and/or shall otherwise require all
of its subcontractors to comply with paragraphs (a) through (g) above.
I. (Wage rates are attached following the end this section.)
9. FINANCIAL STATEMENT: A current certified financial statement may be required by
the Director of Transportation and Public Works Department for use by the CITY OF
FORT WORTH in determining the successful bidder. This statement. if required . is to be
SPECIAi. INSTRUCTIONS TO BIDDERS
. 4.
prepared by an independent Public Accountant holding a valid permit issued by an
appropriate State Licensing Agency.
10 . INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor
must provide, along with executed contract documents and appropriate bonds, proof of
insurance for Workers Compensation (statutory); Comprehensive General Liability
($1,000 ,000 per occurrence, $2,000 ,000 aggregate); and Automobile Insurance
($1,000,000 each accident on a combined single basis or $250,000 property
damage/$500,000 bodily injury per person per occurrence. A commercial business
policy shall provide coverage on "any auto'', defined as autos owned, hired, and non-
owned). Additional lines of coverage may be requested. If such a request is made after
bid opening, Contractor shall be entitled to additional compensation equal to 110% of the
additional premium cost. For worker's compensation insurance requirements, see Special
Instructions to Bidders -Item 16.
ADDITIONAL INSURANCE REQUIREMENTS:
A. The City, its officers, employees and servants shall be endorsed as an additional
insured on Contractor's insurance policies excepting employer's liability insurance
coverage under Contractor's workers' compensation insurance policy .
B. Certificates of insurance shall be delivered to the City of Fort Worth, contract
administrator in the respective department as specified in the bid documents, 1000
Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on
the contracted project.
C. Any failure on part of the City to request required insurance documentation shall
not constitute a waiver of the insurance requirements specified herein.
D. Each insurance policy shall be endorsed to provide the City a minimum thirty
days notice of cancellation, non-renewal, and/or material change in policy terms
or coverage. A ten days notice shall be acceptable in the event of non-payment of
premium.
E. Insurers must be authorized to do business in the State of Texas and have a
current A.M. Best rating of A: VII or equivalent measure of financial strength and
solvency.
F. Deductible limits, or self-funded retention limits, on each policy must not exceed
$10,000.00 per occurrence unless otherwise approved by the City.
G . Other than worker's compensation insurance , in lieu of traditional insurance, City
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups . The City must approve in writing any alternative
coverage .
H. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
SPECIAL INSTRUCTIONS TO BIDDERS
-5 -
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 herein.
M. Upon the request of City, Contractor shall provide complete copies of all
insurance policies required by these contract documents.
11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the
City of Fort Worth will not award this contract to a non-resident bidder unless the non-
resident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
non-resident bidder to obtain a comparable contract in the state in which the non-
resident's principal place of business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in
this state, but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
"Texas resident bidder" means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state.
This provision does not apply if the project is funded in whole or in part with federal
funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet specifications. The failure of a non-resident contractor to do so
will automatically disqualify that bidder.
12 . MINORITY/WOMEN BUSINESS l:NTERPRISE : 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.
SPECIAL INSTRUCTIONS TO BIDDERS
- 6 -
_The M/WBE Utilization Fonn, Prime Contractor Waiver Fonn and the Good Faith Effort
Fonn, 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 Transportation and Public Works
Department ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt.
Failure to comply shall render your bid non-responsive.
Upon contract execution between the City of Fort Worth and the successful bidder, now
known as Contractor, a pre-construction meeting will be scheduled at which time the
Contractor is required to submit either Letters of Intent or executed agreements with the
M/WBE finn(s) to be utilized on this project. Such Letters of Intent or executed
agreements shall include the following infonnation:
1. Name of Contract
2. Name of M/WBE finn utilized
3. Scope of Work to be performed by the M/WBE finn
4. Monetary amount of work to be perfonned by the M/WBE finn
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
purposes.
• Reports are to be submitted monthly to the M/WBE Office, regardless of whether or
not the M/WBE finn has been utilized. If there was no activity by an M/WBE in a
particular month, place a "O" or "no participation" in the spaces provided, and provide
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.
SPECIAL INSTRUCTIONS TO BIDDERS
-7 -
13.
14.
• 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:
I. Immediately submit a Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
and why in documentation.
a. All requests for changes must be reviewed and pre-approved by the M/WBE
Office.
b . If the Contractor makes change(s) prior to approval, the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth, The Contractor will provide the
M/WBE Office with a Final Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor -City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call (817) 871-6104 .
Upon request, Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise (M/WBE)
on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books, records or files in its possession that will substantiate the
actual work performed by an M/WBE . The misrepresentation of facts ( other than a
negligent misrepresentation) and/or the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation (other than a negligent misrepresentation) and/or commission of fraud
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 .
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.
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 .
SPECIAL INSTRUCTIONS TO RIDDERS
-8 -
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 pFegress 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 .
16 .
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 I hour.
However, the Contractor may begin work prior to I 0 :00 a .m. if use of motorized
equipment is less than I-hour. or if equipment is new and certified by EPA as "Low
Emitting". or equipment bums Ultra Low Sulfur Diesel (ULSD). diesel emulsions. or
alternative fuels such as CNG.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours of 7 :00 a .m . -6:00 p.m., on a designated AIR POLLUTION WATCH
DAY , that day will be considered as a weather day and added onto the allowable weather
days of a given month .
WORKERS COMPENSATION INSURANCE COVERAGE : Contractors compliance
with Workers Compensation shall be as follows:
SPECIAL INSTRUCTIONS TO BIDD ERS
. 9.
A. Definitions:
Certificate of coverage ("certificate") -A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission, or a coverage
agreement (TWCC-81 , TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project, for the duration of the project.
Duration of the project -includes the time from the beginning of the work on the
project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in. 406.096) -includes all
persons or entities performing all or part of the services the contractor has undertaken
to perform on the project, regardless of whether that person has employees. This
includes, without limitation, independent contractors, subcontractors, leasing
companies, motor carriers, owner-operators, employees of any such entity, or
employees of any entity which furnishes persons to provide services on the project.
"Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project.
"Services" does not include activities unrelated to the project, such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all employees
of the contractor providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
D. If the coverage period shown on the contractor's current c·ertificate 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 governrnental 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:
(I) a certificate of coverage, prior to that person beginning work on the project, so
the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
SPECIAL INSTRUCTIONS TO BIDDERS
-10 -
E. The contractor shall retain all required certificates of coverage for the duration of the
· project and for one year thereafter .
G . The contractor shall notify the governmental entity in writing by certified mail or
personal delivery, within ten days after the contractor knew or should have known, of
any change that materially affects the provision of coverage of any person providing
services on the project.
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to:
( 1) provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
providing services on the project, for the duration of the project;
(2) provide to the contractor, prior to that person beginning work on the project, a
certificate of coverage showing that coverage is being provided for all employees
of the person providing services on the project, for the duration of the project;
(3) provide the contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
( 4) obtain from each other person or entity with whom it contracts, and provide to
the contractor:
(a) a certificate of coverage, prior to the other person or entity beginning work
on the project; and
(b) a new certificate of coverage showing extension of coverage, prior to the end
of the coverage period, if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter.
(6) notify the governmental entity in writing by certified mail or personal delivery,
within ten days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
SPECIAL INSTRUCTIONS TO BIDDERS
-11 -
(7) contractually require each person with whom it contracts, to perfonn as required
by paragraphs (I) -(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 I 9
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. 11
"Call the Texas Workers' Compensation Commission at (5 I 2) 440-3789 to receive
infonnation on the legal requirement for coverage, to verify whether your employer
has provided the required coverage, or to report an employer's failure to provide
coverage. 11
I 7 . 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 perfonnance of this contract shall, in
connection with such employment, advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
SPECIAL INSTRUCTIONS TO BIDDERS
• 12 •
against any person because of their age except on the basis of a bona fide occupational
qualification, retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents or employees
acting on their behalf, shall specify in solicitations or advertisements for employees to
work on those contract a maximum age limit for such employment unless the specified
maximum age limit is based upon a bona fide occupational qualification, retirement plan
or statutory requirement.
Contractor warrants that it will fully comply with the Policy and will defend, indemnify
and hold City harmless against any and all claims or allegations filed by third parties
aga inst City arising out of Contractor's alleged failure to comply with the Policy in the
performance of this contract.
18 . DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not
unlawfully discriminate on the basis of disability in the provision of services to the
general public, nor in the availability, terms or conditions of employment for applicants
for employment with, or current employees of, Contractor. Contractor warrants that it
will fully comply with the ADA 's provisions and any other applicable federal, state, or
local laws concerning disability and will defend, indemnify and hold City harmless
against any and all claims or allegations filed by third parties against City arising out of
Contractor's alleged failure to comply with the ADA in the performance of this contract.
END OF SECTION
SPECIAL INSTRl lCTIONS TO BIDDERS
-13 -
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Onerator
Asphalt Distributor Operator
Asphalt Pavin2 Machine Operator
Asphalt Raker
Asphalt Shoveler
Batchin2 Plant Weillher
Broom or Sweeper Ooerator
Bulldozer Operator
Carpenter
Concrete Finisher, Pavin2
Concrete Finisher Structures
Concrete Pavin2 Curbin2 Machine Operator
Concrete Paving Finishing Machine Ooerator
Concrete Paving Jo int Sealer Onerator
Concrete pavin2 Saw Operator
Concrete Paving Spreader Operator
Concrete Rubber
Crane, Clamshell, Backhoe Derrick , Drag)ine Shovel Operator
Electrician
Flatter
Form Builder/Setter, Structures
Form Setter. Pavin2 & Curb
Foundation Drill Operator, Crawler Mounted
Foundation Drill Operator, Truck Mounted
Front End Loader Onerator
Laborer, Common
Laborer, Utilitv
Mechanic
Millimr: Machine Ooerator. Fine Grade
Mixer Operator
Motor Grader Operator, Fine Grade
Motor Grader Operator. Roullh
Oiler
Painter, Structures
Pavement Markiml Machine Onerator
Pioelayer
Reinforcing Steel Setter, Pavin2
Reinforcin2 Steel Setter Structure
Roller Ooerator, Pneumatic, Self-Propelled
Roller Operator Steel Wheel, Flat Wheel/fampin11:
Roller Operator, Steel Wheel, Plant Mix Pavement
Scraper Onerator
Servicer
Slip Form Machine Operator
Spreader Box Operator
Tractor Operator Crawler Type
Tractor Ooerator, Pneumat ic
Traveling Mixer Operator
Truck Driver, Lowboy-Float
Truck Driver , Sin11:le Axle, Heavy
Truck Driver Single Axle, Light
Truck Driver, Tandem Axle Semi-Trailer
Truck Driver, Transit-Mix
Wa2on Drill, Borin2 Machine , Post Hole Driller Operator
Welder
Work Zone Barricade Servicer
$10 .06
$13 .99
$12.78
$11.01
S 8.80
$14 .15
$ 9.88
$13 .22
$12 .80
$12 .85
$13 .27
$12.00
$13.63
$12 .50
$13.56
$14 .50
$10.61
$14 .1 2
$18 .12
$ 8.43
$11.63
$11.83
$13 .67
$16.30
$12.62
$ 9.18
$10.65
$16.97
$11.83
SI 1.58
$15 .20
$14 .50
$14 .98
$13 .17
$10.04
$11.04
$14 .86
$16 .29
$11.07
$10.92
$11.28
$11.42
$12.32
$12 .33
$10 .92
$12 .60
$12 .91
$12.o3
$14.93
$11.47
$10 .91
$11.75
$12 .08
$14 .00
$13 .57
$10 .09
TO : CITY OF FORT WORTH
PURCHASING DIVISION
I 000 THROCKMORTON ST
FORT WORTH , TEXAS 76102
PROPOSAL
FOR: 2007 CRITICAL CAPITAL PROJECT
TOT AL RECONSTRUCTION OF PREMATURE FAILED STREET:
HUNTERS CREEK DR. (From 235 ft. West of Garden Springs Dr. To 325 ft. West
of Hunters Creek Ct.)
CITY PROJECT NO. 01329
TPW PROJECT NO. C295-541200-202240132983
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 Transportation
and Public Works Department 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 upon and awarding the contract. The City also reserves the right to increase or decrease
quantities of individual pay items within the contract provided that the total contract amount remains
within plus or minus (±) 25% of the contract award. The contractor is not entitled to any additional
compensation or renegotiation of individual pay item bid prices .
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish
Perfonnance , Payment and Maintenance Bonds acceptable to and approved by the City of Fort Worth for
perfonning and completing the said work within the time stated and for the following sums , to-wit:
P-1
SPEC PAY APPROX . DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S .P . 2 EA. Project Designation Sign @
Two Hundred Dollars
& No Cents Per Ea . $ 200 .00 $ 400 .00
S .P . 2 LUMPSUM Utility Adjustment @
Six Thousand Dollars
& No Cents Per LS . $ 6,000 .00 $ 6,000.00
S.P . 3 4,900 S.Y . Remove Existing 5-inch Reinforced
104 Concrete Pavement @
\hV'tt-Dollars &
$3· s~ ~
f:\it:y Cents Per S.Y. $ \, \ $0'
210 4 5,050 S .Y. 6-inch Lime Stabilized Subgrade
212
Tu.rck Dollars
$ 3 -so \'lb 15 -~o & t,v-\-'f Cents Per S. Y. $
210 5 91 TON Lime for Subgrade Stabilization
212 (36 lbs/S.Y.)
CV\.t. Hv.Y1lnl wjp>ollars ,~o , eo
$ \ ,,i 30"~ & A.JO Cents Per TON $
S .P. 6 4,900 S.Y . 7-inch Reinforced Concrete
314 Pavement@ ·~bk, -13..."l L./oL'? .. ~ 306 \~~\j Si). Dollars $ $_ l
& Cents Per S .Y .
S.P . 7 3,100 L.F . 7-inch Integral Concrete Curb@
502 \v. .. Hf Dollars
$ 6,Qoc,~ & N'-Cl Cents Per L.F . $ Q.· 00
S .P . 8 25 S.Y. Remove and Replace Failed Reinforced
104 Concrete Panels @
314 fa r:t~ F ,y~ Dollars
$ 4S .. ot 1s ·~~
360 & J.)6 Cents per S. Y. $ \tl
P-2
~
1
SPEC PAY APPROX . DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S .P. 9 100 L.F . Remove and Replace 7-inch
104 Concrete Curb @
502 '\\rite Dollars 3~co 3cc ~ ~C) & ~6 Cents per L.F . $ $
S .P . 10 2,500 S.F . Remove and Replace 6-inch
104 Concrete Driveway @
504 ra~t: Dollars
$ L\· so \\,~~()'~ & f \Ft'( Cents per S .F. $
S .P . 11 225 S.F . Remove and Replace 4-inch
104 Concrete Sidewalk@
504 \\.\~ Dollars 3 ,, Sc , ·1 ~1 · Sc:,
& s:: \~ \ '{ Cents per S.F . $ . $
S.P . 12 300 S.F . Remove and Replace 4-inch Concrete
104 ADA Wheelchair Ramp with Dome-
504 Tiles@ . $~4·(:)-:. $_1.~0 -~-ti
. \ W (/,'\ '"f ~ o °" V-Dollars
& }J{f Cents per S.F.
S.P . 13 100 S.F. New 4-inch ADA Concrete Wheelchair
504 Ramp with Dome-Tiles @
·_5 :,,-.t._~~Y\ Dollars
$ . I&· CJ ~ .,b 00 ,~f:)
& At(£ Cents per S.F . -----$_, ·-· -· -
S .P . 14 5,000 L.F . Silicon Joint Sealant for Concrete
314 Pavement@
A)6 Dollars
$ ~,q$ L-f lSD'"~0
& Y\M1-ty f \ \I e_ Cents Per L.F. $ I
S .P . 15 100 C.Y. Flex Base@
208 cs\ 'i. +e.~ V\ Dollars
& "'tr Cents Per C. Y. $ I b ·~~ $ ' , [-:, C)t( t..C
S .P . 16 325 C.Y Unclassified Street Excavation @ 2q a.s~b-0 ' q•~ 106 }J 1V\,t., Dollars $ $
& >v-r Cents Per C .Y .
1
P-3
SPEC PAY APPROX . DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P . 17 JO C.Y. Concrete for Replaced Panels
312 Sub Base as Needed @
360 \WU'\tY: Ei~& Dollars JS.~ $~~(;'~~ & A.JC!' Cents Per C.Y . $
S.P 18 1,800 C .Y . Utility Trench Repair @ . ,6-0 114 kl Ute... Dollars $q .. ~ '(,, ~00 & N~ Cents Per C.Y. $
S.P 19 400 C .Y . Borrow -Unclassified Fill for Trench
116 Repair@ g,·~ $ 3,~00~ ~ ,~hi:: Dollars $
& fJ Cf Cents Per C .Y.
S.P 20 75 C.Y. Top Soil@
116 ~ \ ~ \-r: ,@_, vt Dollars It, ,Goe:> I aM·~ & No Cents Per C. Y. $ $ I
S .P. 21 4 Ea. Manhole -Adjustment@
TWO \·h,,-J..rtl J:: H: ~ !Dollars $ d-so ·~ we 450 $ \ 000 .
& yo Cents Per Ea.
S.P. 22 I Ea. Water Valve Adjustment@
6¥:~~ t ,~t[Dollars $ \$0··~ (b.C>
450 $ \ '$c'
& N:<r Cents Per Ea.
S.P . 23 I Ea. Water Meter Adjustment@
450 <!>M.\!\i'l\.cl..tt.,l \:'iYry Dollars $ \SO'~ $ \~(j .~o
& Aft:4 Cents Per Ea.
S.P. 24 325 S.Y . Grass Sod Replacement @
:::chv:U-:: Dollars $ 3~~ $ 91-S~
& No Cents Per S.Y .
S.P . 25 12 Ea. Painting Curb House Addresses @
3:W~""-'\:'( Dollars $ 2o·eJ::) $ ~Lf_D
• O,-C)
& b-./ ~ Cents Per Ea .
P-4
SPEC
ITEM
PAY
ITEM
APPROX .
QUANTITY
DESCRIPTION OF ITEMS WITH
BID PRICES WRJTTEN IN WORDS
TOTAL BID
P-5
UNIT
PRICE
TOTAL
AMOUNT BID
This contract is issued by an organization which qualifies for exemption pursuant to the pro v isions 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 I 3-A-21 through l 3-A-29), prohibiting discrimination in, employment practices .
The undersigned agrees to complete all work covered by these contract documents within fifty (50)
Calendar 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 (I 0) 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 check in the sum of -------------------------___________________ Dollars($ _________ ...., is to become
the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event
the contract and bond are not executed within the time set forth, as liquidated damages for delay and
additional work caused thereby .
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 :
Addendum No. 1 (Initials) __
Addendum No . 2 (Initials)_
Addendum No . 3 (Initials)_
(Seal)
Date: tf.l2Yo 7
P-6
R pectfully submitted , ,
Si 1a~e
/VI A:3[= Q A, /c ti A Lfi I,_
Prited Name of Principal )
Addr~ss: I o'st" .et' Ck {;,e--. kA res_,~·-<, .,,;I(_
E-mail Address : In, /44 /4f (? MQ,,,.. ~ ., · ,,-, S 2-2 -' ~ I f ll'\v1.,. 1 v
Telephone: (f/ 7 L) 762. q 6 2...S !J '<«'~
VENDORCOMPLIANCETOSTATELAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. Tbis 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
constructio~ 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 vendon in (give State), our principal place of
business, are required to be percent lower than resident bidden
by State law. A copy of the Statute is attached.
Non-resident vendon in (give State), our principal
place of business, are not required to underbid resident bidden.
B. Ouwcipal place of business or corporate offices are in the State of Texas.
Bidder:
p ('c) co I'\,
Company
(j)_;J/-, ~
City State
'15 '2-20
Zip Title (Please print)
TIIlS FORM MUST BE RETURNED WITH YOUR QUOTATION
M/WBE REQUIRED DOCUMENTATION RECEIPT
Transportation & Public Works
Official Date: Official Time: 3 :~
Bid Date: _/_/_
Project Name:
Project Manager:
Forms Submitted By
Name:
Company:
Received By:
----0 1 -"?J :.-:..\S r1 1,1 ·
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 oal is not a licable .
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis . All requirements
and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid .
M/WBE PROJECT GOALS
The City's M/WBE goal on this project is d,\ % of the total bid (Base bid applies to Parks and Community Services).
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.
SU BM ITT AL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, with in the following times allocated , in order
for the entire bid to be considered responsive to the specifications . n,, Ott.or ~ deliV9r the MWBE c;tocumentlltion
Ir, pe,IOl'i ,!O VII ~ ~ _of: 'tie ~ng ~ ~-.obtain a~ ~pt" Such racelpt .lhlfa
be ~,--.c11y ·---tilt~ Ir) '-tiln* allocaiad. A fulCI COPY wftl not b•accel)1":
1. Subcontractor Utilization Form , if goal is
met or exceeded :
2. Good Faith Effort and Subcontractor
Utilization Form, if participation is less than
stated oal :
3. Good Faith Effort and Subcontractor
Utilization Form, if no M/WBE artici at ion :
4. Prime Contractor Waiver Form , if you will
erform all subcontractin /su lier work :
5. Joint Venture Form , if utilize a joint venture
to met or exceed oal.
rece ived by 5:00 p.m., five (5) City business days after the bid
o enin date, exclusive of the bid o enin date .
received by 5:00 p.m., five (5) City bus iness days after the bid
opening date , exclus ive of the bid opening date .
received by 5:00 p.m., five (5) City bus iness days after the bid
o enin date , exclus ive of the bid o en in date .
received by 5:00 p.m., five (5) City business days after the bid
o enin date , exclusive of the bid o enin date .
received by 5:00 p.m., five (5) City bus iness days after the bid
o enin date . exclusive of the bid o en in date .
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WIU RESULT IN THE BID BEING CONSIDERED
NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/WBE Office at (817) 392-6104 .
Rev. 11 /1/05
fORTWORTH
~
PRIME COMPANY NAME :
YvvCoi-'\
-Jl -· : , .:: , ' r, I :·
City of Fort Worth
Subcontractors/Suppliers Utilization Form
ATTACHMENT 1A
Page 1 of 4
C-o \;, ~ \ -rv-c \,~ .... ,
Check applicable block to describe prime
,p Pi. " '\A~ ex.,. ... ~ L"'t...
NON-M/W/DBE I MIW/DBE I I PROJECT NAME :
\ Cl'°'' <Z.l"(<'.l"""'"'"'t\\·~, ~ f,·e~\"'"""-r" "''~A '>\. 4rt~ri '1
City's M/WBE Project Goal: Prime's M/WBE Project Utilization : PROJECT NUMBER ~, % !)_q _q?, % G,\17'1
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 after bid opening , exclusive of bid opening date ,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offerer agrees to enter into a formal agreement with the M/WBE firm(s) 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 disqualification and will result in the
bid being considered non-responsive to bid specifications
M/WBEs 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. Ma rketplace is the geographic area of Tarrant ,
Parker, Johnson , Collin , Dallas , Denton , Ellis , Kaufman and Rockwall counties .
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 1st tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms , located or doing business at the time of bid open ing within the Marketplace , that have
been determined to be bonafide minority or women businesses by the North Central Texas Regiona l Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division . Disadvantaged Business
Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE).
If hauling services are utilized , the prime will be given cred it as long as the MJWBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The MiWBE may lease
trucks from another MJWBE firm, includ ing MJWBE owner-operators, and receive full MiWBE credit. The
MJWBE may lease trucks from non-MJWBEs , including owner-operators , but will only receive credit for the
fees and commissions earned by the MJWBE as outlined in the lease agreement.
Rev . 5/30/03
ATTACHMENT 1A
Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers . regardless of status ; i .e., Minority , Women and non-M/WBEs .
SUBCONTRACTOR/SUPPLIER
Company Name
Address
Telephone/Fax
( b\.4 ,\. u \.J ........
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~ -(. _,.,
Please list M/WBE firms first , use additional sheets if necessary .
Certification
(check one)
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N
0
n
i N T
e M W C X M
r B B T D W
E E R O B
C T E
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Detail
Subcontracting Work
Detail
Supplies Purchased
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Dollar Amount
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Rev . 5/30/03
; -~' ! -: ~ :, ·· t I
ATIACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers , regardless of status ; i .e ., Minority , Women and non-MNI/BEs .
Please list MNI/BE firms first, use additional sheets if necessary .
Certification N
(check one) 0
SUBCONTRACTOR/SUPPLIER n T T Detail Detail
Company Name i N
C X M Subcontracting Work Supplies Purchased Dollar Amount
Address • M w T D Vil
Telephone/Fax r B B R 0 B E E C T E
A
Rev. 5/30/03
fORTWORTH
~ . -I -: ; c; . , t ; .
Total Dollar Amount of M/WBE Subcontractors/Suppliers $
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $
ATTACHMENT 1A
Page 4 of 4
--:\ 2.. \ ? C/ ' ~ ,;--
(
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 Offerer 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 Offerer 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 Offerer and barred from participating in
City work for a period of time not less than one (1) year.
1, Signature
Title Contact Name/Title (if different)
~re, C ,:.,, 'R ~ V '"'i) &\\(:) cq'-\)-\ r-.c "'l'•'"" ~...... q37, 8~o 9z.1 L
Company Name Telephone and/or Fax
to J.6\
Address
City/State/Zip Date
Rev . 5/30/03
·_., -J: -.; ·,,',I : -, -:; , .... j l ATTACHMENT 1C
Page 1 of 3
FORT WORTH -
PRIME COMPANY NAME:
City of Fort Worth
Good Faith Effort Form
VT CJ C '°'"" ~ Col.\/~"' c .. A .~ Co v-~-\ "("\,,,..c ~ \rc.V\
PROJECT NAME : ~ o-\ ~ \ ~e u-a1 .. ~ Y""-\"10.... ~ .. ~ """-~"'--<"-~',.Jc:;-\ ..
City's M/WBE Project Goal :
%
Check applicable block to describe
If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your
DBE participation la leas than the City's project goal, you must complete this fonn.
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation the facts or intentional discrimination by the bidder.
Failure to complete this fonn, 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"a tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
~~""' \. t, u\ "I ( <; "tl /1 '" (,...\.,,..ilf.A"'~J
II I I \ I lo\/ .\-c,'4'"'-4< u! ' ""' '-"IC ~ ~ ~
Rev. OS/30/0 3
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ATTACHMENT 1C
Page 2 of 3
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.
_LYes Date of Listing _l, 1, / 0 °1
__ No
3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by mail , exclusive of the day the bids are
opened?
Yes (If yes, attach M/WBE mail listing to include name of finn and address and a dated copy of letter ma i led .)
=zNo
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?
Lves (If yes, attach list to include .!l!!!!!. of M/WBE finn, person contacted, phone number and date and t i me 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 M/WBEs for a particular subcontracting/supplier opportunity Is ten (10) or less, the
bidder must contact the entire list to be in compliance with questions 3 and 4. If 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 list within such area of opportunity, but not less than ten to be in compliance with
questions 3 and 4.
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
~ns and specifications in order to assist the M/WBEs?
-,,L.-'!es
__ No
6.) Submit documentation if M/WBE 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
ADDITIONAL INFORMATION:
ATTACHMENT 1 C
Page 3 of 3
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 1 C will be contacted and the reasons for not using them will be verified by
the City's M/WBE 0
Pfinted Signature
Title Contact Name and Title (if different)
-~...._<_..,_c._ .. _ .... _-Q....._O\_v_,_· ""----.-!1....-'=---C'~c:>_\A_'> 4._r ... _c:_~_, -~ ~"' ~ <B t s 1-v °1 l \ t. q "":l z s V ~ g L? u
Company Name O Phone Number Fax Number
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Address Email Address
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City/State/Zip Date
SPECIAL PROVISIONS
FOR: 2007 CRITICAL CAPITAL PROJECT
TOTAL RECONSTRUCTION OF PREMATURE FAILED STREET:
HUNTERS CREEK DR. (From 235 ft. West of Garden Springs Dr. To 325 ft. West of Hunters Creek Ct.)
CITY PROJECT NO. 01329
TPW PROJECT NO. C295-541200-202240132983
1. SCOPE OF WORK:
The work covered by these specifications, includes the removal of existing concrete pavement, and the
construction of 7-inch reinforced concrete pavement on 6-inch lime stabilized subgrade for the above
street as directed by the Engineer, and referenced plans for top of curb elevations .
The work also consists of removal and replacement of failed concrete panels and failed joint material
and replacing with new joint material and new silicone joint sealant as directed by the Construction
Engineer; also consists of all other miscellaneous items of construction to be performed as outlined in the
details and specifications which are necessary to satisfactorily complete the work .
The Contractor shall mobilize within fourteen (14) calendar days of the notice given by the
Construction Engineer for any locations. If the contractor fails to begin the work within fourteen (14)
calendar days, a $200 dollars liquidated damage will be assessed per block per day .
It shall be the responsibility of the prospective bidder to visit the project site and make such
examinations and explorations as may be necessary to determine all conditions that may affect
construction of this project. Particular attention should be given to methods of providing ingress and
egress to adjacent private and public properties, procedures for protecting existing improvements and
disposition of all materials to be removed . Proper consideration should be given to these details during
preparation of the Proposal and all unusual conditions that may give rise to later contingencies should
be brought to the attention of the City prior to the submission of the Proposal. The contractor shall
verify these locations with the Construction Engineer .
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(±) 25% of the
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contract award. The contractor is not entitled to any additional compensation or renegotiation of
individual pay item bid prices.
Total quantities given in the bid proposal may not reflect actual quantities, but represent the best estimate
based on a reasonable effort of investigation; however, they are given for the purpose of bidding upon and
awarding the contract.
1. AWARDOFCONTRACT:
Contract will be awarded to the lowest responsible bidder.
2. SUBMITTALS FOR CONTRACT AW ARD:
The City reserves the right to require contractor who is the apparent low bidder(s) for a project to
submit such information as the City, in sole discretion may require, including but not limited to
manpower and equipment records, information about key personnel to be assigned to the project, and
construction schedule, to assist the City in evaluating and assessing the ability of the apparent low
bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the
stipulated time frame. Based upon the City's assessment of the submitted information, a
recommendation regarding the award of a contract will be made to the City Council. Failure to submit
the information if requested may be grounds for rejecting the apparent low bidder as non-responsive.
Affected contractors will be notified in writing of a recommendation to the City Council.
3. CONTRACT TIME:
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
Street and Storm Drain Construction of the City of Fort Worth, Texas.
The contract time will be counted from the date set at the pre-construction conference and will continue
until a time the inspector determines the project is ready for a final inspection. At that time a final
inspection will be scheduled. If in the opinion of the inspector the project has not been made ready, the
final inspection will be cancelled and time will continue to be counted. A seven calendar day period is
required for the rescheduling of a final inspection.
The Contractor also agrees to complete the final punch list within fourteen (14) calendar days after
receiving it. If the Contractor fails to complete the work within fourteen (14) calendar days, the counting
of the number of days to complete the Contract will resume and liquidated damages shall be charged, as
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outlined in Part 1, Item 8, Paragraph 8 .6, of the "General Provisions" of the Standard Specification for
Street and Storm Drain Construction of the City of Fort Worth , Texas .
4. EARLY WARNING SYSTEM FOR CONSTRUCTION:
Time is of the essence in the completion of this contract. In order to insure that the contractor is
responsi ve w hen notified of unsatisfactory performance and/or of failure to mainta in the contract
schedule, the following process shall be applicable :
The work progress on all construction projects will be closely monitored. On a bi-monthly basis the
percentage of work completed will be compared to the percentage of time charged to the contract. If
the amount of work performed by the contractor is less than the percentage of time allowed by 20% or
more ( ex ample : 10% of the work completed in 30% of the stated contract time as may be amended by
change order), the following proactive measures will be taken :
A. A letter will be mailed to the contractor by certified mail ; return receipt requested
demanding that, within IO calendar days from the date that the letter is received , it
prov ide sufficient equipment, materials and labor to ensure completion of the work
within the contract time. In the event the contractor recei ves such a letter, the
contractor shall provide to the City an updated schedule showing how the project will
be completed within the contract time.
B . The Construction Engineer and the Director of the Transportation and Public Works
Department will be made aware of the situation . If necessary, the City Manager 's
Office and the appropriate city council members may also be informed.
C . Any notice that may, in the City 's sole discretion, is required to be prov ided to
interested individuals will distributed by the Construction Engineer.
D. Upon receipt of the contractor 's response, the appropriate City departments and
directors will be notified. The Construction Engineer will , if necessary, then forward
updated notices to the interested individuals.
E. If the contractor fails to provide an acceptable schedule or fails to perform
satisfactorily a second time prior to the completion of the contract, the bonding
company will be notified appropriately.
5. RIGHT TO ABANDON:
The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the
entire project, at any time before the Contractor begins any construction work authorized by the City.
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6. CONSTRUCTION SPECIFICATIONS:
This contract and project are governed by the two following published specifications, ex cept as modified
by these Special Provisions:
City of Fort Worth -STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN
CONSTRUCTION; City of Fort Worth I Transportation & Public Works Department -PAVEMENT
DESIGN STANDARD MANUAL; and STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION-NORTH CENTRAL TEXAS . General Provi sions 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 Transportation and Public Works
Department, 1000 Throckmorton Street, 2nd floor of the Municipal Building, Fort Worth, Texas 76102.
The specifications applicable to each pay item are indicated in the call-out for the pay item in the
Proposal. If not shown, then applicable published specifications in any of these documents may be
followed at the discretion of the Contractor.
7. CONTRACT DOCUMENTS:
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.
8. MAINTENANCE STATEMENT:
The Contractor shall be responsible for defects in this project due to faulty materials and workmanship , or
both, for a period of two (2) years from date of final acceptance of this project by the City of Fort Worth
and will be required to replace at his expense any part or all of the project which becomes defective due to
these causes . See Special Instructions to Bidders Item No. 14 for further requirements.
10. TRAFFIC CONTROL:
The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the
"Street Use Permit" a traffic control plan is required . The Contractor shall be responsible for providing
traffic control during the construction of this project consistent with the provisions 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 .
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A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer
@817-392-8712 at least fourteen (14) calendar days prior to the preconstruction conference. Although
work will not begin until the traffic control panel has been reviewed, the Contractor's time will begin in
accordance with the time frame established in the Notice to the Contractor.
The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign
which has been erected by the City. If it is determined that a sign must be removed to permit required
construction, the Contractor shall contact the Transportation and Public Works Department, Signs and
Markings Division (phone number 817-392-7738), to remove the sign. In the case ofregulatory 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 (primarily arterials) during "peak traffic periods
(7 A.M. to 9 A.M. and to 4 P.M . to 6 P.M.)"; or, 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 "Street By Street Quantity Determination Spread
Sheet", in the back of this document, for designated locations .
The contractor will be responsible for coordination, of proposed construction activities, with public or
private school administration . The proposed construction activities shall accommodate school operating
schedules, including school bus/parent drop off and pick up periods. The contractor shall provide proper
traffic and pedestrian control to ensure safety at all times. Construction areas shall be properly
barricaded/fenced to prevent public entry.
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11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
Prior to beginning construction on any street in this contract, the contractor shall , prepare and deliver a
notice/flyer of the pending construction to the front door of each residence or business that will be
impacted by construction.
The notice/flyer shall be posted three (3) working days prior to beginning construction activity along
each street. The flyer shall be prepared on the Contractor's letterhead and shall include the following:
o Project name/Contract name
o Project number
o Expected dates of construction
o Contractors and project inspector's contact information
A sample notice/flyer is included in the contract documents . The Electronic version of the notice/flyer
can be obtained from the Office of the Transportation and Public Works Department (817) 392-2729
It will be the contractor 's responsibility to create and distribute a follow-up notice/flyer informing
residents if for any reason work should stop on a project for more than five (5) working days after
construction begins. The flyer should also include the anticipated date of when the work will begin
agam. It will be the contractor's responsibility to re-distribute a three (3) working day
notification/flyer prior to beginning the construction activity .
In addition , all copies of the notice/flyer shall be delivered to the City inspector for his review prior to
distribution. The contractor will not be allowed to begin construction on any street until the flyer is
delivered to all residents of the street.
All work involved with the notice/flyer shall be considered subsidiary to the contract price and no
additional compensation shall be made .
12. PAYMENT:
Payment will be made to the contractor twice a month for work completed during the pay periods ending
on the 15th ,and the 30th day of each month. Checks (less 5% retainage) will be sent to the contractor
within the two (2) week window following each payment period.
Payment of the retainage will be made with the final payment upon acceptance of the project. See Special
Instructions to Bidders Item No . 14 for further requirements.
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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 Transportation and Public Works
Department, 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.
No temporary storage of material, rubble, equipment or vehicles within parkway is allowed. Damage to
sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of City Engineer.
16. ZONING REQUIREMENTS:
During the construction of this project, the Contractor shall comply with present zoning requirements of
the City of Fort Worth in the use of vacant property for storage purposes.
17. PROPERTY ACCESS:
Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer.
18. CONSTRUCTION SCHEDULE:
Contractor shall be responsible for producing a project schedule at the pre-construction conference.
This schedule shall detail all phases of construction, special coordination with schools (see Item No . 10
Traffic Control for details), including project clean up, and allow the contractor to complete the work
in the allotted time . Contractor will not move on to the job site nor will work begin until said schedule
has been received and approval secured from the Construction Engineer. However, contract time will
start even if the project schedule has not been turned in. Contract start date would be outlined in the
pre-construction work order notice. Project schedule will be updated and resubmitted at the end of
every estimating period. All costs involved with producing and maintaining the project schedule shall
be considered subsidiary to this contract.
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19. SAFETY RESTRICTIONS-WORK NEAR IDGH 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 OPERA TE 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 (TXU Electric Delivery) which will erect temporary mechanical barriers , de-
energize the line, or raise or lower the line. The work done by the power company shall not be at
the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of
all such calls to TXU Electric Delivery and shall record action taken in each case.
(4) The Contractor is required to make arrangements with the TXU Electric Delivery 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).
20. RIGHT TO AUDIT:
Contractor agrees that City shall, until the expiration of three (3) years after final payment under this
contract is made by City, have access to and the right to examine and photocopy any directly pertinent
books, documents, papers and records of Contractor involving transactions relating to this contract.
Contractor agrees that City shall have access during normal working hours to all necessary Contractor
facilities and shall be provided adequate and appropriate workspace in order to conduct audits in
compliance with the provisions of this section. City shall give the Contractor reasonable advance notice
of intended audits .
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
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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.
22. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the
project site for Contractor 's sole negligence. In addition, Contractor covenants and agrees to
indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees,
from and against any and all claims or suits for property loss, property damage, personal injury,
including death, arising out of, or alleged to arise out of, the work and services to be performed
hereunder by Contractor, its officers, agents, employees, subcontractors , licensees or invitees, whether
or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged
negligence of City, its officers, servants, or employees. Contractor likewise covenants and agrees to
indemnify and hold harmless the City from and against any and all injuries to City 's officers, servants
and employees and any damage, loss or destruction to property of the City arising from the
performance of any of the terms and conditions of this Contract, whether or not any such injury or
damage is caused in whole or in part by the negligence or alleged negligence of City, its officers ,
servants or employees .
In the event City receives a written claim for damages against the Contractor or its subcontractors prior
to final payment, final payment shall not be made until Contractor either (a) submits to City
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b)
provides City with a letter from Contractor's liability insurance carrier that the claim has been referred
to the insurance carrier.
The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work performed
under a City Contract.
SP-10
22. SUBSTITUTIONS:
The specifications for materials set out the minimum standard of quality that the City believes necessary
to procure a satisfactory project. No substitutions will be permitted until the Contractor has received
written permission of the Engineer to make a substitution for the material that has been specified.
Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or
piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade
name was used for the purpose of establishing a standard of quality acceptable to the City. If a product
of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or
"approved equal" is not used in the specifications, this does not necessarily exclude alternative items or
material or equipment which may accomplish the intended purpose . However, the Contractor shall have
the full responsibility of providing that the proposed substitution is, in fact, equal, and the Engineer, as
the representative of the City, shall be the sole judge of the acceptability of substitutions. The
provisions of the sub-section as related to "substitutions" shall be applicable to all sections of these
specifications.
23. WATER FOR CONSTRUCTION:
Water for construction will be furnished by the Contractor, at his own expense.
24. SANITARY FACILITIES FOR WORKERS:
The Contractor shall provide all necessary conveniences for the use of workers at the project site.
Specific attention is directed to this equipment.
25. MATERIAL STORAGE:
Material shall not be stored on private property unless the Contractor has obtained written permission
from the property Owner. A copy of the written permit shall be provided to the assigned inspector
prior to utilization of the property.
26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS:
The Contractor shall take adequate measures to protect all existing structures, improvements and
utilities , which may be encountered.
27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC:
The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and
Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain
Construction".
SP-11
28. 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 .).
29. QUALITY CONTROL TESTING:
(a) The contractor shall furnish, at its own expense , certifications by a private laboratory for all
materials proposed to be used on the project, including a mix design for any asphalt and/or
Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used
along with the name of the pit from which the material was taken. The contractor shall provide
manufacturer's certifications for all manufactured items to be used in the project and will bear
any expense related thereto .
(b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days
prior to the placing of concrete using the same aggregate , cement and mortar which are to be used
later in the concrete. The contractor shall provide a certified copy of the test results to the City.
(c) Quality control testing of in situ material on this project will be performed by the City at its own
expense. Any retesting required as a result of failure of the material to meet project specifications
will be at the expense of the contractor and will be billed at commercial rates as determined by
the City . The failure of the City to make any tests of materials shall in no way relieve the
contractor of its responsibility to furnish materials and equipment conforming to the requirements
of the contract.
(d) Not less than 24 hours notice shall be provided to the City by the contractor for operations
requiring testing. The contractor shall provide access and trench safety system (if required) for
the site to be tested and any work effort involved is deemed to be included in the unit price for the
item being tested .
( e) The contractor shall provide a copy of the trip ticket for each load of fill material delivered to the
job site . The ticket shall specify the name of the pit supplying the fill material.
SP-12
NON-PAY ITEM No. 1 -SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200 , "Sprinkling for Dust Control" shall
apply . However, no direct payment will be made for this item and it shall be considered incidental to
this contract.
NON-PAY ITEM NO. 2 -PROTECTION OF TREES, PLANTS, SOIL, ETC.:
All property along and adjacent to the Contractor's operations including lawns, yards, irrigation
systems , shrubs , trees , etc. shall be preserved or restored after completion of the work to a condition
equal or better than existed prior to start of work.
By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming,
removal or root pruning) can be done on trees or shrubs growing on public property including street
rights-of-way and designated alleys. This permit can be obtained by calling the Urban Forestry Office
at (817) 392-7933. All tree work shall be in compliance with pruning standards for Class II Pruning as
described by the National Arborist Association . A copy of these standards can be provided by calling
the above number. Any damage to public trees due to negligence by the Contractor shall be assessed
using the current formula for Shade Tree Evaluation as defined by the International Society of
Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth
and may be withheld from funds due to the Contractor by the City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be
immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is
recommended.
NON-PAY ITEM NO. 3 -PROJECT CLEAN-UP:
During the construction of this project, all parkways that are excavated shall be shaped , including bar
ditches, and backfilled at the same time the roadway is excavated . Excess excavation will be disposed
of at locations approved by the Engineer.
The Contractor shall be aware that keeping the project site m a neat and orderly condition is
considered an integral part of the contracted work and as such shall be considered subsidiary to the
appropriate bid items . Clean up work shall be done as directed by the Engineer as the work progresses
or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis.
Clean up work shall include, but not be limited to:
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
• Keeping trash of any kind off of the roadway and residents ' property
SP-13
If it has been determined that the jobsite has not been kept in an orderly condition, the next estimate
payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced
by 25%.
The Contractor shall make a final cleanup of each street as soon as the paving and curb and gutter has
been constructed. No more than Seven (7) calendar days shall elapse after completion of construction
before the roadway and right-of-way is cleaned and restored.
Failure to do so will be cause to stop the contractor from starting work on other streets. Project time
will not be suspended and a $200 charge per day will be made as liquidation damages.
The Contractor shall make a final cleanup of all parts streets before acceptance of the project is made.
This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other
construction materials, and in general preparing the site of the work in an orderly manner and
appearance.
NON-PAY ITEM NO. 4 -STORM DRAIN INLET PROTECTION:
All storm drain inlets shall be protected during the construction, and 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 -AGREEMENT OF QUANTITIES
The streets will be measured and all quantities per street will be documented , a copy of the measured
quantities will be provided to the contractor. If the Contractor in agreement of the measured quantities,
then the Contractor is required to sign it and return it with in fourteen (14) calendar days. If the
Contractor is not in agreement, then the Contractor is required to, within seven (7) calendar days,
arrange a field trip with the assigned inspector to show proof of the difference .
SP-14
NON-PAY ITEM NO. 6-EXISTING UTILITIES/FACILITIES:
It shall be the contractor's responsibility to notify the utility companies that he has commenced work
on the project. Upon completion of a street the contractor shall notify the utilities of this completion
and indicate the start of the next one . The following are utility contact persons :
Company Telephone Number Contact Person
SBC -Telephone 817-338-6202 Mr. Gary Tillory
214-384-3732 Cell
TXU Electric Delivery:
Downtown 817-215-6424 Mr. Scott King
Other than Downtown 817-215-6688 Mr. Robert Martinez
ATMOS Energy (Gas) 911 Emergency
817-215-4366 Dispatch
817) 215-4366 (for info only) Mr. John Crane
469-261-2314 Cell (for info only)
CFW -Street Light 817-392-7738 Mr. James Turner
CFW -Light Signal 817-392-2538 Mr. Frank Brock
817-392-2535 Mr. Monte Wilson
CFW -Pavement Marking 817-392-81 OJ Mr. Marion Goodspeed
CFW -Storm Drain 817-392-5196 Mr. Rodney Smithey
CFW-Water 817-212-2699 Mr. Roger Hauser
817-925-2360 Cell
CFW-Sewer 817-212-2699 Mr. Rick Davis
817-944-8399 Cell
SP-15
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% inch fir plywood, grade A-C (exterior) or
better. These signs shall be installed on barricades or as directed by the Engineer and in place at the
project site upon commencement of construction.
The work, which includes the painting of the signs, installing and removing the signs, furnishing the
materials, supports and connections to the support and maintenance shall be to the satisfaction of the
Engineer.
The unit price bid per each will be full payment for materials including all labor, equipment, tools and
incidentals necessary to complete the work.
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 (I 0%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility
adjustments.
SP-16
PAY ITEM No. 3 -Remove Existing 5-inch Reinforced Concrete Pavement:
This item shall include the removal of existing 5-inch reinforced concrete pavement and curb with same
day haul-off of the removed material to a suitable dumpsite that approved by the Engineer.
For specifications governing this item, see City Standard Specifications Item No. 104 "Removing Old
Concrete".
For all driveways that are NOT marked for removal and replacement, the Contractor may remove portion
of the existing driveway approach (from the gutter line to approximately one (1) foot behind the curb line)
to allow for room for the paving machine . The joint shall be replaced at the new and existing pavement.
The removal of the portion driveway approach will be paid under this item and the replacement will be
paid under PAY ITEM No. 6 -7-inch Reinforced Concrete Pavement, and PAY ITEM No. 7 -7-inch
Integral Concrete Curb.
The unit price bid per square yard will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM No. 4 -6-inch Lime Stabilized Subgrade:
For specifications governing this pay Item, See City Standard Specifications Item No. 210 "Lime
Treatment (Material Manipulation)" and Item No . 212 "Hydrated Lime and Lime Slurry".
The unit price bid per square yard will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM No. 5 -Lime for Subgrade Stabilization (36 lbs/SY):
For specifications governing this pay Item, See City Standard Specifications Item No. 210 "Lime
Treatment (Material Manipulation)" and Item No. 212 "Hydrated Lime and Lime Slurry".
The unit price bid per ton will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM No. 6 -7-inch Reinforced Concrete Pavement:
For specifications governing this pay item, see the City Standard City Specifications, Item No. 314
"Concrete Pavement", City of Fort Worth Transportation & Public Works Department -Pavement
Design Standard Manual, and Item No. 360 "Concrete Pavement" (enclosed) shall apply. The contractor
shall use (6) sack concrete mix for all hand placement in the intersections.
SP-17
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Once an evaluation of the pavement is made to determine whether the crack is due to distress or minor
shrinkage, the following policy will apply:
8 .2 . When the crack is minor and due to shrinkage (cosmetic), then no further treatment will be
needed.
8.3. If the crack is due to distress (structure), then the failed pavement must be removed and replaced
a minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet
wide, if so then the entire panel shall be replaced.
8.4 . Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to
prevent spalling of the pavement .
All concrete pavement not placed by hand , shall be placed using a full y automated paving machine as
approved by the Construction Engineer. Screeds will not be allowed except if approved by the
Construction Engineer.
The unit price bid per square yard will be full compensation for all labor, materials , equipment, tools , and
incidentals necessary to complete the work.
PAY ITEM No. 7 ~ 7-inch Integral Concrete Curb:
Standard specification Item No.502 , "Concrete Curb and Gutter", shall appl y except as follows:
Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of
the same concrete as the slab. The concrete for the curb shall be deposited no more than thirty (30)
minutes after the concrete in the slab is placed .
The Contractor shall backfill behind the curb within seven (7) calendar days , if the Contractor fails to
backfill behind the curb within seven (7) calendar days of pouring the curb, required backfilling shall
be at finishing grade, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added
and leveled to grade behind the curb. Cost of back filling and grading behind curb shall be included in
this pay item .
Existing improvements within the parkway such as water meters , sprinkler system , etc ., if damaged
during construction , shall be replaced with same or better at no cost to the City.
Required backfilling and finishing grade behind the curb shall be completed in order for the curb to be
accepted and measured as completed
The unit price bid per linear feet w ill be full compensation for all labor, materials , equipment, tools , and
incidentals necessary to complete the work.
SP-18
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PAY ITEM No. 8 -Remove and Replace Failed Reinforced Concrete Panels:
This item shall include the removal and replacement of all failed 5-inch reinforced concrete pavement
and replacing with a minimum of 7-inches as designated by the Construction Engineer with same day
haul-off of the removed material to a suitable dumpsite in a manner satisfactory to the Construction
Engineer.
For specifications governing this item, see the City Standard City Specifications , Item No . 104 "Removing
Old Concrete", and Item No. 314 "Concrete Pavement", and Item No . 360 "Concrete Pavement"
(enclosed) shall apply .
In addition, this item includes removing failed joint material and replacing with new joint material and
new silicone joint sealant. Joint material and silicone joint sealant shall be in accordance with the
enclosed technical specification "Silicone Joint Sealing for Concrete Pavement" and joint details .
For situations where extensive slab replacement is next to existing deteriorated or damaged curb , the
contractor shall replace both slab and curb . The Engineer shall determine locations of curb
replacement. Payment for slab replacement shall be addressed under this pay item , and the curb
replacement shall be paid under PAY ITEM No . 9-Remove and Replace 7-inch Concrete Curb .
Contractor must remove existing failed pavement in a manner that subgrade is not disturbed.
Contractor must re-compact subgrade and areas re-compacted shall have a uniform density not less
than 95% of maximum density (ASTM D-698). In place density test per each repaired surface area
shall be undertaken. The guidelines for compacting, per standard specification Item No . 202,
"Rolling", may be waived due to physical construction restrictions. Engineer may accept other
compaction methods. Payment for compacting, including labor and equipment, shall be incidental to
other pay items in the contract.
If in the process of removing failed concrete pavement, it is revealed that the subgrade, even after
attempts to compact and re-shape, is not meeting requirements of standard specification Item No . 204
"Subgrade Preparation", and is exhibiting severe ruts and poor material composition that can not be
manipulated and compacted, the Contractor shall remove 6-inches of top subgrade and replace with
flexible base . The cost of removing and disposing of subgrade and placing of flexible base shall be
covered in Pay Item No. 15, "Flex Base".
If failed concrete pavement has a depth that is less than 7-inches (distance between top of new
pavement surface and re-compacted subgrade surface), the Contractor shall remove excess subgrade
material. Subgrade must be re-shaped and re-compacted to allow a replaced 7-inches thick concrete
pavement section . Cost of removing and proper disposal of excess excavated material shall be
covered under Pay Item No. 16 Unclassified Street Excavation .
SP-19
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If replaced pavement section depth exceeds 7-inches and subgrade meets compaction requirements,
the Contractor must pour a uniform pavement section exceeding 7-inches in depth . The cost of
additional concrete shall be covered under PAY ITEM No . 17 ~ Concrete for Replaced Panels Sub
Base as Needed, and shall be full compensation for labor, material and equipment used.
The concrete shall be designed to include a minimum of 6 sacks of Type I, or Type III cement. The
maximum water cement ratio shall not exceed 5.5 gallons per sack. A Type A water-reducing
admixture and a Type C non-chloride set-accelerating admixture may be used with minimum 5 .5
sacks of type I or Type III cement to achieve the earliest possible concrete-setting times. The use of a
set-retarding admixture will not be permitted . The concrete shall be designed to achieve a minimum
compressive strength of 3,000 pounds per square inch in seventy two (72) hours . Concrete pavement
may be opened to traffic as long as the minimum compressive strength requirement of 3000 pounds
per square inch has been met. If the concrete fails to reach the required 72-hour strength , the
Engineer may direct that the concrete be redesigned as necessary to meet these requirements .
Slump shall not exceed 3 inches. An entrained air content of three (3) to six (6) percent, as directed
by the Engineer, shall be provided. The fine aggregate shall have fineness modules of 2.60 to 2.80 .
All admi xtures used shall conform to the requirements of standard specifications Item No. 314 ,
"Concrete Pavement" except that the Type C set-accelerating admixture may require addition, at the
job site, when the temperature of the concrete is above 55 °F. Either transit-mix or central-mix
concrete w ill be permitted .
Existing concrete pavement shall be sawed full depth. Reinforcing bars (No . 3 @ 24" OCBW),
dowels and tie bars shall be placed as shown on the enclosed joint details. All concrete pavement not
placed by hand shall be placed using a fully automated paving machine as approved by the Engineer.
Screeds will not be allowed ex cept if approved by the Engineer .
Actual measured material in square yards , in place, shall be the basis for payment. Payment shall be
full compensation for labor, material and equipment used, at the locations determined by the
Engineer.
PAY ITEM No. 9 -Remove and Replace 7-inch Concrete Curb:
This item includes the replacement of concrete curb where extensi v e slab replacement is required next
to existing deteriorated or damaged curb with same day haul-off of the removed material to a suitable
dumpsite. The contractor shall replace both slab and curb . The Engineer shall determine locations
and limits of curb replacement.
Standard specification Item No. 104 "Removing Old Concrete", and Item No .502 , "Concrete Curb
and Gutter", shall apply except as follows: Integral curb shall be constructed along the edge of the
pavement as an integral part of the slab and of the same concrete as the slab . The concrete for the
SP-20
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curb shall be deposited no more than thirty (30) minutes after the concrete in the slab is placed. In
situations where only curb replacement is called for , new slab and curb shall be drilled into existing
pavement per enclosed detail sheet. Concrete slab shall be paid for under Pay Item No. 8 -Remove
and Replace Failed Reinforced Concrete Panels, and the replacement of the curb shall be paid under
this pay item.
The Contractor shall backfill behind the curb at finishing grade within seven (7) calendar days of
pouring the curb . Top soil as per specification Item No. 116 "Top Soil", if needed , shall be added and
leveled to grade behind the curb. Cost of back filling, top soil , and grading behind curb shall be
included in this pay item .
Existing improvements within the parkway such as water meters , sprinkler system, etc ., if damaged
during construction, shall be replaced with same or better at no cost to the City.
Required backfilling and finishing grade behind the curb shall be completed in order for the curb to be
accepted and measured as completed
The unit price bid per linear feet will be full compensation for all labor, materials , equipment, tools, and
incidentals necessary to complete the work.
PAY-ITEM No.10-Remove and & Replace 6-Inch Concrete Driveway:
This pay item shall include the removal and replacement of any type of existing concrete driveways , as
designated by the Construction Engineer, due to deterioration or in situations where curb and gutter is
replaced to adjust grades to eliminate standing water with same day haul-off of the removed material to a
suitable dump site.
For specifications governing these items , see City Standard Specifications Item No . 104 "Removing Old
Concrete" and Drawing Nos. S-SS , and Item No. 504" Concrete Sidewalk and Driveways". Pay limits for
concrete driveway are as shown in Drawing No. S-SS of the Standard Specifications.
Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway removal
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square
inch in seven (7) days .
The unit price bid per square feet shall be full compensation for all labor, material, equipment, supplies,
and incidentals necessary to complete the replacement work.
SP-21
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PAY-ITEM NO. 11 ~ Remove and Replace 4-Inch Concrete Sidewalk:
This pay item shall include the removal and replacement of any type of existing concrete sidewalk, as
designated by the Construction Engineer, due to failure or in situation where curb and gutter is replaced to
adjust grades to eliminate standing water with same day haul-off of the removed material to a suitable
dumpsite.
For specifications governing these items, see City Standard Specifications Item No. 104 "Removing Old
Concrete", and Item No . 504 "Concrete Sidewalk and Driveways".
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square
inch in seven (7) days .
The unit price bid per square feet shall be full compensation for all labor, material, equipment, supplies,
and incidentals necessary to complete the replacement work.
PAY-ITEM N0.12 ~ Remove and Replace 4-Inch ADA Wheelchair Ramp with Dome-Tiles:
This item shall include the removal of existing wheelchair ramp , and replacement with new Dome-Tile
standard concrete wheelchair ramps at various locations as to be determined in field by the
Construction Engineer, due to failure or in situation where curb and gutter is replaced to adjust grades
to eliminate standing water with same day haul-off of the removed material to a suitable dumpsite.
For specifications governing this item, enclosed Dome-Tile details; and City Standard Specifications
Item No. 104 "Removing Old Concrete", and Item 504 "Concrete Sidewalk Driveways", except as
herein modified.
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square
inch in seven (7) days .
Contractor shall sawcut existing sidewalk, curb and gutter and pavement prior to wheelchair ramp
removal.
The removal and replacement of existing curb as required for the installation of new wheelchair ramps
shall be included in PAY ITEM NO. 7 ~ 7-inch Integral Concrete Curb . Pay limits for laydown curb
and gutter are as shown in the Accessability Ramp Pay Limits detail (STR-032).
Pay limits for "Standard Wheelchair Ramp" will start 15 inches back from the face of curb and
encompass the remainder of the ramp and sidewalk.
SP-22
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Contractor shall furnish and install brick red color pre-cast detectable warning Dome-Tile,
manufactured by StrongGo Industries or approved equal by the construction Engineer.
Detectable warning surface shall be a minimum of 24-inch in depth in the direction of pedestrian travel,
and extend the full width of the curb ramp or landing where the pedestrian access route enters the
street, and shall be located so that the edge nearest the curb line is a minimum of 6-inch and a
maximum of 8-inch from the extension of the face of curb , detectable warning surface Dome-Tile
maybe curved along the corner radius. The method of Dome-Tile installation shall be in accordance
with the manufactures instruction .
Cost of detectable warning Dome-Tile and installation, shall be included in this pay item
Contractor shall provide a brick red colored Dome-Tile sample for approval 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 Contractor shall backfill behind the wheelchair ramps within seven (7) calendar days, if the
Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the ramp,
required backfilling shall be at finishing grade, top soil as per specification Item No. 116 "Top Soil", if
needed, shall be added and leveled to grade behind the curb. Cost of back filling and grading behind
curb shall be included in this pay item.
Existing improvements within the parkway such as water meters, sprinkler system , etc ., if damaged
during construction, shall be replaced with same or better at no cost to the City.
Required backfilling and finishing grade behind the ramp shall be completed in order for the wheelchair
ramp to be accepted and measured as completed
The unit price bid per square feet, as shown on the proposal , will be full compensation for materials,
labor, equipment, tools and incidentals necessary to complete the work.
PAY-ITEM N0.13 ~ New Standard 4-Inch ADA Wheelchair Ramp with Dome-Tiles:
This item shall include the construction of new Dome-Tiles standard concrete wheelchair ramps with
Dome-Tiles at various locations as to be determined in field by the Construction Engineer with same
day haul-off of the removed material to a suitable dumpsite.
For specifications governing this item, enclosed Dome-Tile details ; and City Standard Specifications
Item No. 104 "Removing Old Concrete", and Item 504 "Concrete Sidewalk Driveways", except as
herein modified.
SP-23
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square
inch in seven (7) days.
Contractor shall sawcut existing sidewalk, curb and gutter and pavement prior to wheelchair ramp
removal.
The removal and replacement of existing curb and gutter as required for the installation of new
wheelchair ramps shall be included in PAY ITEM NO. 7 -7-inch Integral Concrete Curb. Pay limits
for laydown curb and gutter are as shown in the Accessability Ramp Pay Limits detail (STR-032).
Pay limits for "Standard Wheelchair Ramp" will start 15 inches back from the face of curb and
encompass the remainder of the ramp and sidewalk.
Contractor shall furnish and install brick red color pre-cast detectable warning Dome-Tile,
manufactured by StrongGo Industries or approved equal by the construction Engineer.
Detectable warning surface shall be a minimum of 24-inch in depth in the direction of pedestrian travel ,
and extend the full width of the curb ramp or landing where the pedestrian access route enters the
street, and shall be located so that the edge nearest the curb line is a minimum of 6-inch and a
maximum of 8-inch from the extension of the face of curb, detectable warning surface Dome-Tile
maybe curved along the comer radius. The method of Dome-Tile installation shall be in accordance
with the manufactures instruction.
Cost of detectable warning Dome-Tile and installation, shall be included in this pay item
Contractor shall provide a colored Dome-Tile sample for approval 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 Contractor shall backfill behind the wheelchair ramps within seven (7) calendar days, if the
Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the ramp,
required backfilling shall be at finishing grade, top soil as per specification Item No. 116 "Top Soil", if
needed, shall be added and leveled to grade behind the curb. Cost of back filling and grading behind
curb shall be included in this pay item.
Existing improvements within the parkway such as water meters, sprinkler system, etc ., if damaged
during construction, shall be replaced with same or better at no cost to the City.
Required backfilling and finishing grade behind the ramp shall be completed in order for the
wheelchair ramp to be accepted and measured as completed
SP-24
The unit price bid per square feet , as shown on the proposal , will be full compensation for materials,
labor, equipment, tools and incidentals necessary to complete the work.
PAY ITEM No. 14 -Silicon Joint Sealing for Concrete Pavement:
SCOPE
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIFICATION
For
SILICONE JOINT SEALING
(Revision 1, October 18, 1989)
(Revision 2, May 12, 1994)
This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall
supersede Item 314.2. (11) "Joint Sealing Materials " of ST AND ARD SPECIFICATIONS FOR
STREET AND STORM DRAIN CONSTRUCTION -CITY OF FORT WORTH, and Item 2 .210
"Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -
NORTH TEXAS COUNCIL OF GOVERNMENTS.
1. MATERIALS
I. I. The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A sealant except
as modified by the test requirements of this specification . Before the installation of the joint sealant,
the Contractor shall furnish the Engineer certification by an independent testing laboratory that the
silicone joint sealant meets these requirements.
1.2 . The manufacturer of the silicone joint sealant shall have a mm1mum two-year demonstrated,
documented successful field performance with Portland Cement Concrete pavement silicone joint
sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure
sealants shall not be accepted. The silicone sealant shall be cold applied.
1.3. Self-Leveling Silicone Joint Sealant: The joint sealant shall be Dow Corning 890-SL self-leveling
silicone joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an
approved equal.
Test Method
AS SUPPLIED
****
MIL-S-8802
ASTM D 1475
****
****
****
Self-Leveling Silicone Joint Sealant
Test
Non Volatile Content,% min .
Extrusion Rate, grams/minute
Specific Gravity
Skin-Over Time, minutes max.
Cure Time, days
Full Adhesion , days
SP-25
Requirement
96 to 99
275 to 550
1.206 to 1.340
60
14 to 21
14 to 21
AS CURED -
ASTM D 412, Mod . Elongation, % min.
ASTM D 3583 Modulus @ 150% Elongation, psi max .
(Sect. 14 Mod.)
ASTM C 719
ASTM D 3583
(Sect. 14 Mod.)
ASTM D 3583
(Sect. 14 Mod .)
Movement, 10 cycles @ + 100/-50%
Adhesion to Concrete, % Elongation min .
Adhesion to Asphalt, % Elongation min .
1400
9
No Failure
600
600
1.4 . The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene
bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be
installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The
backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or
reaction shall occur between them. Reference is made to the Construction Detail" sheet for the
various joint details with their respective dimensions.
2. TIME OF APPLICATION
On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the
required depth with the proper joint spacing as shown on the "Construction Detail" sheet or as
directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy"
joints, the initial 1/4 inch width "green" saw-cut and the "reservoir" saw cut are identical and should
be part of the same saw cutting operation . Immediately after the saw cutting pressure washing shall be
applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to
cure for a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made ,
the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the
weather shall not be inclement and the temperature shall be 40F ( 4C) and rising .
3. EQUIPMENT
3 .1. All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his
equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the
beginning of the work. The minimum requirements for construction equipment shall be as follows:
3 .2. Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint
sawing to the required dimensions.
3.3 . High Pressure Water Pump: The high pressure cold water pumping system shall be capable of
delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the
saw-cut joint.
3.4. Air Compres sors: The delivered compressed air shall have a pressure in excess of 90 psi and 120
cfm . There shall be suitable reaps for the removal of all free water and oil from the compressed air .
The blow-tube shall fir into the saw-cut joint.
3 .5. Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint.
SP-26
3.6. Injection Tool: This mechanical device shall apply the sealant uniformly into the joint.
3.7. Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph
5.4.
3.8. Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination.
They shall be compatible with the join depth and width requirements .
4. CONSTRUCTION METHODS
4.1 . General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant
placement shall be performed in a continuous sequence of operations.
4.2. Sawing Joints: The joints shall be saw-cut to the width and depth as shown on the "Construction
Detail " sheet. The faces of the joints shall be uniform in width and depth along the full length of the
joint.
4.3 . Cleaning Joints : Immediately after sawing, the resulting concrete slurry shall be completely removed
from the joint and adjacent area by flushing with high pressure water. The water flushing shall be
done in one-direction to prevent joint contamination .
When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure
water may be deleted. The dust resulting from the sawing shall be removed from the joint by using
compressed air. (Paragraph Rev. 1, October 18, 1989)
After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical
aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one
to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one
directional passes. Upon the termination of the sandblasting, the joints shall be blown-out using
compressed air. The blow tube shall fit into the joints.
The blown joint shall be checked for residual dust or other contamination. If any dust or
contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned.
Solvents will not be permitted to remove stains and contamination .
Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned
joints shall not be left unsealed overnight.
Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in the cleaned joint prior
to the application of the joint sealant in a manner that will produce the required dimensions.
4.4. Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied
using the mechanical injection tool. The joint sealant application shall not be permitted when the air
and pavement temperature is less than 40F ( 4C). Joints shall not be sealed unless they are clean and
dry.
Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be
removed and discarded and shall not be used to seal the joints.
SP-27
The pavement surface shall present a clean final condition .
Traffic shall not be allowed on the fresh sealant until it becomes tack-free.
Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the
beginning of the final cleaning and sealing of the joints . He shall demonstrate to the Contractor and
the Engineer the acceptable method for sealant installation . The manufacturer 's representative shall
approve the clean, dry joints before the sealing operation commences.
5. WARRANTY
The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing
materials . The manufacturer shall agree to provide any replacement material free of charge to the
City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. The
Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for
two years after final acceptance of the completed work by the Engineer.
6. BASIS OF PAYMENT
Payment will be made at the Contract bid item unit price bid per linear foot (L.F.) as provided in
"MEASUREMENT" for "SILICONE JOINT SEALING", which price of shall be full compensation
for furnishing all materials and for all preparation, delivery, and application of those sealing materials
and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in
conformity with the plans and these specifications.
PAY ITEM No. 15-Flex Base:
This item addresses subgrade that has irregularities, weak spots; ruts , and not meeting compaction
requirements . Contractor shall replace subgrade with flexible base material as directed . Application
of flexible base material shall be in accordance with standard specification Item No. 208 , "Flexible
Base".
Measurement is m cubic y ards and shall cover actual area of material used. Payment is full
compensation and covers the cost of labor, material, and equipment used in excavating and hauling
off failed subgrade material and manipulating, spreading, and compaction of flexible base material.
Use of material shall be determined in the field by the Engineer or his Representative.
PAY ITEM No. 16-Unclassified Street Excavation:
This item covers the cost of removing excess subgrade material in areas where the existing failed
pavement section is less than 7-inches in thickness and the proposed pavement is 7-inches or greater
in thickness. This item covers the removal and proper disposal of excess subgrade material and shall
be in accordance with standard specifications Item No. 106, "Unclassified Street Excavation".
SP-28
Measurement is in cubic yards and payment shall be for all labor, equipment used and the removal
and disposal of material. Excavation shall be determined in the field by the Engineer or his
Representative.
PAY ITEM No. 17 -Concrete for Replaced Panels Sub Base as Needed :
This item covers the cost of additional concrete used in the replaced pavement sections that exceeds
7-inches in depth. Replaced pavement section to be uniform concrete to be cast monolithically. Mix
requirement, material selection, compressive strength, etc., shall match requirements highlighted in
PAY ITEM No. 8 -Remove and Replace Failed Reinforced Concrete Panels .
Actual measured material in cubic yards, in place, shall be the basis for payment. Payment would be
full compensation for labor, material and equipment used . Additional concrete shall be determined in
the field by the Engineer or his Representative.
PAY ITEM NO. 18 -Utility Trench Repair:
This pay item shall include the necessary excavation and backfill of existing utility trench as directed by
the Construction Engineer. Payment will be made for the quantity of trench excavated/backfilled . The
placing of fill shall be subsidiary to the trench excavation/backfill price. Excess material which is
obtained from excavating the trench shall be used for fill placement subject to the provisions of Item No .
114 of the City of Fort Worth Standard Specifications.
All excavated material which is unacceptable as fill material shall become the property of the Contractor
to be hauled off the site and disposed of properly. Unacceptable material shall be , but not limited to:
rocks, concrete, asphalt, debris, etc . The cost for removal and disposal of unacceptable material shall be
subsidiary to the unit prices.
The unit price bid per cubic yard shall be full compensation for all labor, materials , equipments , tools, and
incidentals necessary to complete the work .
SP-29
PAY ITEM NO. 19 -Borrow-Unclassified Fill for Trench Repair:
The non-expansive earth fill should consist of soil materials with a liquid limit of 35 or less, a plasticity
index between 8 and 20, a minimum of 35 percent passing the No . 200 sieve, a minimum of 85 percent
passing the No. 4 sieve, and which are free of organics or other deleterious materials. When compacted to
the recommended moisture and density, the material should have a maximum free swell value of 0.5
percent and a maximum hydraulic conductivity (permeability) of 1 E-05 cm/sec, as determined by
laboratory testing of remolded specimens of the actual materials proposed for the non-expansive earth fill.
The unit price bid per cubic yard will be full compensation for all labor, materials , equipment, tools , and
incidentals necessary to complete the work.
PAY ITEM NO. 20 -Top Soil:
The proposed quantities shown are calculated to provide topsoil (2 to 4 inches in depth compacted) over
the parkway areas that are not included in the required flat work backfill. This pay item is intended to pay
for topsoil that must be imported where suitable material is either not available on the job or cannot
reasonably be stored on-site.
The unit price bid per cubic yard will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO. 21 -Manhole Adjustment:
This item shall include adjusting the tops of existing manhole to match proposed grade as shown 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 .
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 . Failure of the Contractor to perform this inventory will place the total burden of the
replacement of any broken frame and cover on the Contractor.
Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber
or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections, as per
current City Water Department Special Conditions.
The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
SP-30
PAY ITEM NO. 22 -Water Valve Adjustment:
Contractor will be responsible for adjusting water valve boxes to match new pavement grade as directed by the
Engineer. The water valve themselves will be adjusted by the City of Fort Worth Water department forces.
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water
valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements for
broken valve boxes. The contractor shall replace the valve boxes, which are damaged during construction
at no cost to the City . Failure of the Contractor to perform this inventory will place the total burden of the
replacement of any broken frame and cover on the Contractor.
The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO. 23 -Water Meter Box Adiustment:
This item only applies when the adjacent curb and gutter has been removed and replaced and has been
authorized by the assigned inspector. The adjustment shall include raising or lowering the existing water
meter box to the proper grade.
The unit price bid per each will be full compensation for all labor , materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO. 23 -Grass Sod Replacement:
This pay item shall consist of the replacements of a like grass sod that was removed under this contract
due to the removal and replacement of driveways and curb and gutters as determined by the Engineer. All
materials shall be of recent production, and suitable for there intended purpose .
Sod Products Specifications :
•
•
•
•
Sod shall consist of live and growing grass .
Grass shall have a healthy, virile root system of dense, thickly matted roots throughout an
approximately one-(1) inch minimum thickness of native soil attached to the roots.
Sod will be free from obnoxious weeds or other grasses and be free from any deleterious matter that
might the growth of the grass.
Sod material must be kept moist from the time it is dug until planted .
Sod Installation Specifications:
•
•
•
The area to be sodded shall be determined by the City .
The sodded area shall be smoothed down .
The sodded area shall be thoroughly watered immediately after it is planted .
SP-31
The unit price bid per square yard will be full compensation for all labor, material, tools, and incidentals
necessary to complete the work.
PAY ITEM NO. 24 ~ Painting House Addresses:
This item shall include painting of house addresses on curb or driveway radiuses that are removed and
replaced in this contract
•
•
•
•
•
•
All materials shall be of recent product, and suitable for its intended purpose .
Surface preparation and application shall be in strict compliance with manufacturer's
recommendations.
The paint shall NOT be applied; if the new concrete curb has aged less than a minimum of 28 days,
and if weather condition may harm or damage the finish surface.
The background paint shall be equal to or exceed #5160 White Latex Striping paint manufactured by
K wal Paint or approved equal.
The letters paint shall be equal to or exceed #6306 Black Latex Exterior paint manufactured by Kwal
Paint or approved equal.
The minimum size for the background shall be 6" high x 16" long, and the minimum size for the
letters shall be 4" high.
The unit price bid per each will be full compensation for all labor, material, tools, and incidentals
necessary to complete the work.
END OF SECTION
SP-32
NOTE: THIS SPECIFICATION HAS BEEN MODIFIED TO DELETE NON-
APPUCABLE ITEMS FOR USE AS A GUIDE SPECIFICATION FOR CITY STREETS •.
Item 360
CONCRETE PAVEMENT
300.1. Description. Construct Portland cement concrete pavement with or without
curbs on the concrete pavement
300.2. Materials.
A. Portland Cement Concrete. Provide Portland cement concrete to meet a minimum
compressive strength of 3,000 psi at 28 days; unless shown otherwise in the contract
documents.
Use Class A concrete for curbs that are placed separately from the pavement.
Provide concrete that ls workable and cohesive, possesses satisfactory finishing
qualities, and conforms to the mix design and mix design slump. ·
B. Reinforcing Steel. Provide Grade 60 deformed steel for bar reinforcement. Provide
approved positioning and supporting devices (baskets and chairs) capable of
securing and holding the reinforcing steel in proper posit(on before and during
p·avlng. Provide corrosion protection when shown on the plans.
1. Dowels. Provide Grade 60 smooth, straight dow~ls of the size shown 011 the
plans, free of burrs or deformations. Coat dowels with a thin film of grease or
other approved de-bonding material. Provid~ dowel caps_ on tne lubricated _end of
each dowel bar used In an expansion joint. Provide dowel caps filled with a_ soft
compres~ible material with eno1:1gh range of movement to 'allow complete closure
of the expansion joint ·
2. Tie 8 _ars. Provide straight defo~med steel tie bars. Provide either ·multiple-:pfece
tie bars or slrigl9-:plece tie bars as shown on the plan_s:· Pr6viqe muttiple-piece tie
bars composed of 2 pieces of deformed reinforcfng steel With a coupling capable
of developing a minim.um tensile strength of 125% of the design yierd strength of
the deformed steel when tensile-tested In the assembled configuratipn. Provide a
minimum length of 33 diameters of the deformed steel in each piece.
C. Curing Materials. Provide Type 2 membrane curing compound conforming to
OMS-4650, ·Portland Cement Concrete Curing Materials and Evaporation
Retardants.•
D. Epoxy. Provide Type Ill epoxy in accordance with DMS-6100, •Epoxies and
Adhesives,• for installing all drilled-in reinforcing steel.
E. Evaporation Retardant. Provide evaporation retardant conforming to DMS-4650,
·Portland Cement Concrete Curing Materials and Evaporation Retardants.•
F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint-sealant materials and
fillers unless otherwise shown on the plans or approved and other sealant materials
of the size, shape, and type shown on the plans in accordance with DMS-6310,
• Joint Sealants and Fillers.•
300.3. Equipment. Furnish and maintain all equipment in good working condition . Use
measuring, mixing, and delivery equipment conforming to the requirements of Item 421,
·Portland Cement Concrete: Obtain approval for other equipment used.
Q. P-\
A. Placing, Consolidating, and Finishing Equipment. Provide approved self-
propelled paving equipment that uniformly distributes the concrete with minimal
segregation and provides a smooth machine-finished consolidated concrete
pavement conformir:ig to plan line and grade. Prov/de an approved automatic grade
control system on slip-forming equipment. Provide approved mechanically operated
finishing floats capable of producing a uniformly smooth pavement surface. Provide
equipment capable of providing a fine, light water fog mist
Provide mechanically operated vibratory equipment capable of adequately
consolidating the concrete. Provide immersion vibrators on the paving equipment at
sufficiently close intervals to provide uniform vibration and consolidation of the
concrete over the entire width and depth of the pavement and in accordance with the
manufacturer's recommendations. Provide immersion vibrator units that operate at a
frequency in air of at least 8,000 cycles per minute. Provide enough hand-operated
immersion vibrators for timely and proper consolidation of the concrete along forms,
at joints and In areas not covered by other vibratory equipment. Surface vibrators
may be used to supplement equipment-mounted immersion vibrators. Provide
tachometers to verify the proper operation of all vibrators.
For small or Irregular areas or when approved, the paving equipment described in
this Section is not required.
8. Fonnlng Equipment.
1. Pavement Forms. Provide metal or wood side forms of sufficient cross-section,
strength, and rigidity to support the paving equipment and resist the Impact a_nd
vibration of the operation without visible springing or settlement. Use forms that
are free from detrimental kfnks, bends, or warps that could affect ride quality or
alignment. Provide flexible or curved metal or wood forms for curves of 100-~.
radius or Jess. · ·
2. Curb Forms. Provide curb forms for separately placed curbs that are not
slipformed that conform to the requirements of Item 529, •concrete Curb, Gutter,
and Combined Curb and Gutter.•
c. Reinforcing Steel Inserting Equipment. Provide inserting equipment that
accurately inserts and positions reinforcing steel in the plastic concrete parallel to the
profile grade and horizontal alignment in accordance to plan details. ·
D. Texturing Equipment
1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable
support system. Provide a single piece of carpet of sufficient transverse length to
span the full width of the pavement being placed and adjustable so that a
sufficient longitudinal length of carpet is in contact with the concrete being placed
to produce the desired texture. Obtain approval to vary the lerigth and width of
the carpet to accommodate specific applications. Use an artificial grass-type
carpet having a molded polyethylene pile face with a blade length of 5/8 in. to
1 in·., a minimum weight of 70 oz. per square yard, and a strong, durable, rot-
resistant backing material bonded to the facing.
2. Tining Equipment. Pro0de a self-propelled transverse metal tine device
equipped with 4-in. to 6-in. steel tines and with cross-section approximately
1/32 in. thick by 1/12 in. wide, spaced at 1 in., center-to-center. Hand-operated
· tining equipment that produces an equivalent texture may be used only on small
or irregularly shaped areas or, when permitted, in emergencies due to equipment
breakdown.
..... .... :.:
E. Curing Equipment. Provide a self-propelled machine for applying membrane curing
compound using mechanically pressurized spraying equipment with atomizing
nozzles. Provide equipment and controls that maintain the required uniform rate of
application over the entire paving area. Provide curing equipment that is independent
of all other equipment when production rates are such that the first application of ·
membrane curing compound cannot be accomplished immediately after texturing
and after free moisture has disappeared. Hand-operated pressurized spraying ·
equipment with atomizing nozzles may only be used on sman or irregular areas or,
when permitted, in emergencies due to equipment breakdown.
F. Sawlng Equipment Provide power-driven concrete saws to saw the joints shown on
the plans. Provide standby power-driven concrete saws during concrete sawing
operations. Provide adequate illumination for nighttime sawing.
G. Grinding Equipment When required, provide self-propelled powered grinding
equipment that is specifically designed to smooth and texture concrete pavement
using circular diamond blades. Provide equipment with automatic grade control
capable of grinding at least a 3-fl. width longitudinally in each pass without damaging
the concrete.
300.4. Construction. Obtain approval for adjustments to plan grad~line to maintain
thickness over minor subgrade or base high spots while maintaining clearances and
drainage. Maintain subgrade or base in a smooth, clean, compacted condition in
confonnity"with the required section and established grade until the pavement concrete
is ·placed. Keep subgrade or base damp with water sufficiently in advance of placing
pavement concrete. Adequately light the active work areas for all nighttime operations, if
required.
A. Reinforcing Steel and Joint Assemblies. Accurately place and secure in ·position
all reinforcing steel as shown on the plans. Place dowels at mid-depth of the ·
pavement slab, parallel to the surface. Place dowels for transverse contraction Joints
parallel to the pavement edge! Tolerances for location and alignll)ent of dowels vvill
be shown on the plans. Stagger the longitudinal reinforcement splice~ to avoi~
having more than 1/3 of the splices within a 2-ft. longitudinal length of each l13ne of
the pavement Use multiple-piece tie bars or drill and epoxy grout tie bars at
longitudinal construction joints.
1. Manual Placement Secure reinforcing bars at alternate intersections with wire
ties or locking support chairs. Tie all splices with wire.
2 .. Mechanical Placement. If mechanical pla·cement of reinforcement results in
steel misalignment or improper location, poor concrete consolidation, or other
inadequacies, complete the work using manual methods .
B. Joints. Install joints as shown on the plans. Clean and seal joints in accordance with
Item 438, ·creaning and Sealing Joints and Cracks (Rigid Pavement and Bridge
Decks).· Repair excessive spalling of the joint saw groove using an approved
method before installing the sealant Seal all joints before opening the pavement to
all traffic. When placing of concrete is stopped, install a rigid transverse bulkhead,
accurately notched for the reinforcing steel and shaped accuratery to the cross._
section of the pavement
1. Placing Reinforcement at Joints. Where the plans require an assembly of parts
at pavement joints, complete and place the assembly at the required location and
elevation with all parts rigidly secured in the required position. Accurately notch
joint materials for the reinforcing steel.
C?-3
2. Curb Joints. Provide joints in the curb of the same type and location as the
adjacent pavement Use expansion joint material of the same thickness, type,
and quality required for the pavement and of the section shown for the curb. -
Extend expansion joints through the curb. Construct curb joints at all transverse
pavement joints. For non-monolithic curbs, place reinforcing steel irito the piastic
concrete pavement as shown on the plans unless otherwise approved. Form or
saw the weakened plane joint across the full width of concrete pavement and
through the monolithic curbs.
C. Placing ahd Removing Forms. Use clean and oiled forms. Secure forms on a base
or firm subgrade that is accurately graded and that provides stable support without
deflection and movement by form riding equipment. Pin every form at least at the
middle and near each end. Tightly join and key form sections together. to prevent
relative displacement
Set side forms far enough in advance of concrete placement to permit inspection.
Check conformity of the grade, afignment, and stability of forms immediately before
placing concrete, and make all necessary corrections. Use a straightedge or other
approved method to test the top of forms to ensure that the ride quality requirements
for the completed pavement will be met. Stop paving operations if forms settle or
deflect more than 1/8 in. under finishing operations. Reset forms to line and grade,
and refinish the concrete surface to· correct grade.
Avoid damage to the edge of the pavement when removing · forms. Repair damage
resulting from form removal and honeycombed areas with a mortar mix within 24 hr.
after form removal unless otherwise approved. Clean joint face and repair
honeycombed or damaged areas within 24 hr. after a bulkhead for a transverse
construction joint has been removed unless otherwise approved. VVh~n forms are
removed before 72 hr. after concrete placement, promptly apply membrane curing
compound to the edge _of the concrete pavement
Forms that are not the same depth as the pavement but are within 2 in. of that depth
are permitted if the subbase is trenched or the full width and length of the form base .
is supported with a firm material to produce tlie required pavement thickness~ ·
Promptly repair the form trench after use. Use flexible or curved wood or metal forms
for curv~ of 1 00-ft. radius or less. ·
D. Concrete Delivery. Clean delivery equipment as necessary to prevent accumulation
of old concrete before loading fresh concrete. Use agitated delivery equipment for
concrete designed to h~ve a slump of more than 5 in. Segregated concrete is subject
to rejection. Place agitated concrete within 60.min. after batching. Place non-ag[t~ted
concrete within 45 min. after batching. In hot weather or under conditions caµ~ing
quick setting of the concrete, times may be reduced by the Engineer. Time limitations
may be extended if the Contractor can demonstrate that the concrete can t,~ ·
properly placed, consolidated, and finished without the use of additional water.
E. Concrete Placement. Do not allow the pavement edge to deviate from th~
established paving line by more than 1/2 in. at any point. Place the concrete as .near
as possible to its final location, and minimize segregation and rehandling. wtl~r.e; ....
hand spreading is necessary, distribute concrete using shovels. Do not use rakes or
vibrators to distribute concrete.
1. Pavement Consolidate all concrete by approved mechanical vibrators operated
on the front of the paving equipment. Use immersion-type vibrators that
simultaneously consolidate the full width of the placement when machine
finishing. Keep vibrators from dislodging reinforcement Use hand-operate~ .
vibrators to consolidate concrete in areas not accessible to the machine-mounted
vibrators. Do not operate machine-mounted vibrators while the paving equipment
is stationary. ·
2. Temp_erature Restrictions. Place concrete that is between 40°F and 95°F at the
time of discharge, except that concrete may be used if it was already in transit
when the temperature was f9und to exceed the allowable maximum. Take
immediate corrective action or cease concrete production when the concrete
temperature exceeds 95°F.
Do not place concrete when the ambient temperature in the shade is below 40°F
and falling unless approved. Concrete may be placed when the ambient
temperature in the shade is above 35°F and rising or above 40°F. ~en
temperatures warrant protection against freezing, protect the pavement with an
approved Insulating material capable of protecting the concrete for the specified
curing period. Submit for approval proposed f!leasures to protect the concrete·
from anticipated freezing weather for the first 72 hr. after placement Repair or
replace all concrete damaged by freezing.
F. Spreading and Finishing. Finish all concrete pavement with approved self-
propelled equipment Use power-driven spreaders, power-driven vibrators, power-
driven strike-off, and screed, or approved alternate equipment Use the transverse
finishing equipment to compact and strike off the cohcrete to the required section _
and grade without surface voids. Use float equipment for final finishing. Use concrete
with a consistency that allows completion of all finishing operations without addition
of water to the surface. Use the minimal amount of water fog mist necessary to ·
maintain a moist surface. Reduce fogging if float or straightedge operations result in
excess sluny.
1. Finished Surface. Perform sufficient checks with long-handled 10-ft. and 15-ft.
straightedges on the plastic concrete to ensure that the final surface is'\•m:~in the
tolerances specified in the contract documents. Check with the stralgnte99~
parallel to the centerline. ·.
2. Maintenance of Surface Moisture. Prevent surface drying of the pav~~ent ·
before application of the curing system. Accomplish this by fog appllcaUo"~ of
evaporation retardant on the pavement surface. Apply evaporation retardant ·at .
the rate recommended by the manufacturer. Reapply the evaporation retarcf~nt
as needed to maintain the concrete surface in a moist condition until curing ·
system is applied. Do not use evaporation retardant as a finishing aid. · · . ..
3. Surface Texturing. Perform surface texturing using a combination of a carpet
drag and metal tining, if required by the c9ntract documents. Complete final
texturing before the concrete has att.~ined its initial set Draw the carpet drag
longitudinally along the pavement surface with the carpet contact surface area
adjusted to provide a satisfactory coarsely textured surface.
Operate the metal-tine device to obtain grooves spaced at 1 in., approximately
3/16 in. deep, with a minimum depth of 1/8 in., and approximately 1/12 in. wide.
Do not overlap a previously tined area. Use manual methods for achieving similar
results on ramps and other irregular sections of pavements. Rep·air damage to·
the edge of the slab and joints immediately after texturing. Do not tine pavement
that will be overlaid.. ·
4. Small or Irregular Placements. Where machine placements and finishing of
concrete pavement are not practical, use hand equipment and procedures that
produce a consolidated and finished pavement section to the line and grade.
5. Emergency Procedures. Use hand-operated equipment for applying taxture,
evaporation retardant, and cure in the event of equipment breakdown.
G. Curing. Keep the concrete pavement surface from drying by water fogging until the
wring material has been applied. Maintain and promptly repair damage to curtng
material5 on exposed surfaces of concrete pavement continuously for at reast 3
curing days. A curing day is defined as a 24-hr. period when either the temperature
taken in the shade away from artificial heat is above 50° F for at least 19 hr. or when
the surface temperature of the conaulB is maintained above 40°F for 24 hr. Curing
begins when the c.onaets curing system has been appfied. Stop concrete paving if
cuing compound is not being app&ed promptly and maintained adequately. Other
methods of curing in accordance with Hem 420. -concrete structures.• may be used . when specified or approved.
1. Membrane Curing. After texturing and immediately after the five surface
morsfura has dlsappearad, spray the conerata surface uniformly with 2 coats of
membrane curing compound at an incflVidual applfcation rate of not more than
180 sq. ft. per galfon. Apply the first coat within 10 min. after completing texturing
oporations. Appfy the second coat wffl1in 30 min. after completing texh.ning
operatrone.
Before and during appDcatJon. malntaln curtng compounds In a unffonnfy agitated
condition, he of settlement Do not thin or dilute the curing c:ompound.
Where the coating shows discontinuities or other defects or If rain falls on the
newly coated surface befol'1! the film has dried enough to l1ISiat damage, apply ·
additlonal compound at the same rate of CQV81'8ge to correct the damage. f:nsute
that the curing compound coats the sides of the tining grooves.
H. Sawing Joints. Saw Join1s to the depth shown on the plans as soon as sawing can
be accomplished without damage to the pavement regardless of Ume of day or
weather condiUons. Some minor ravellng of the saw cut Is acceptable. Use a chalk
line, sb1og &ne, sawing template, or other approved method to provide a frue joint
affgnmem. Provide enough saws to match the paving production rate to ensure
sawing completion at the ear1iaat possible time to avoid unoon1tDUed cnacking.
Reduce paving production if necessary to ensure timely sawing of joints. Promptly
restore membrane cure damaged within the first 72 hr. of curing.
J. Proteedon of Pavement and Opening to TraffiG. lesfing for early opening is the
responsibifrty of the Contractor regardless of Job-mntrol testing responsibilities
unless affterwisa shown in tha plans or directed. Testing result lntarpn,tation for
opening to traffic is subject to the approval of the Engineer.
1. Protaction of Pavement. Erect and maintain barricades and other standard and
approved devices that will exclude all vehicles and equipment from the newly·
p[aced pavement for the periods sl)tlcifled. Before opening to traffic, protect Iha
pavament from damag, due to crossfnga using approved methods. Mainiain an
adequate supply of sheeting or other material to cover and protect fresh concrete
. surface from weather damage. Apply as needed to protect the pavement surface
from weather. •
2. Opening Pavement to Traffic. Before opening to traffic. dean pavement, place
stable material against the pavement edges, seal joints, and perform all other
traffic safety related work.
CP-"
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 2007 Critical Capital Project for Total Reconstruction of
Premature Failed Streets at Hunters Creek Drive and City of Fort Worth Project No.
C295-541200-202240133083 .
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
CONTRACTOR:
(vto C.O «A. ~~ •)
By :7ti p , '~ J A · Tl
Name : /v\:tt::S: F '\'.) I A ·
Title : --9+-+&----"":.L..'L-' '.IIC.Jle.r_---==--'-"-'------
Date : _ ___...1 ...L_/-==2-:.......c~-'--'A'---'t?_°f-1------
Before me , the undersigned authority , on this day personally appeared
M Aucf\ A · k;::\-\ALA ~ l
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 7 (b CcJV\. e,J ,~ J a:) U H~}:l'---L \ ~., ..
Texas
EQUIPMENT SCHEDULE
List of Equipment owned by Bidder that is in serviceable condition
and available for use:
Portions of work Bidder proposes to sublet in case of Award of
Contracts including amount and type:
EXPERIENCE RECORD
List of projects your or~ amzauon has success fu lly compete d
Amount Of Contract type of ·work Date Accepted Name and Address of Owner
Award
List of projects your organization is now engaged in completing:
Amount Of Contract Type of Anticipated Name and Address of Owner
Award Work Date of
Completion
List Surety Bonds in force on above incomplete work :
Date of Contract Award Type of Work Amount of Name and Address of
Bond Bond Surety
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
Bond# 4375070 -------------
PAYMENT BOND
KNOW ALL BY THESE PRESENTS :
That we, (1) ProCon Paving and Construction , as Principal
herein, and (2) ____ s_u_reT_e_c_ln_su_ra_nc_e_C_om_p_an_y __________ , a corporation
organized and existing under the laws of the State of (3) __ re_x_as _____ , 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 Two Hundred
Forty One Thousand, Five Hundred Fifty Seven Dollars and Fifty Cents Dollars
($241,557.50) for the payment whereof, the said Principal and Surety bind themselves
and their heirs, executors, administrators, successors and assigns, jointly and severally,
firmly by these presents:
· WHEREAS, the Principal has entered into a certain written contract with the
Obligee dated the 21st day of July , 2009, 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: 2007 Critical Capital Project for Total Reconstruction of
Premature Failed Streets at Hunters Creek Drive TPW Project No. C295-541200-
202240133083.
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 21st day of July , 2009 .
ATTEST:
(SE AL)
Procon Pa v ing and Constru ction
PRINCIPAL
By : /frl "I • .ftjl Jf
/ I
D
Name : M A-:3f £i)
I
,-
\c_\:\ A LA 1-
Title : --V+-.1-.iia..-...~s..._,1
_~-----'=.._b,.__,_ _____ _
Address : 1036 1 Bic kham Road
Dall as , TX 752 20
Witness as to Principal
Su reTec Insuran ce Com pan y
SURETY
ATTEST:
~fM./faj,I)~
By~~
Name: Ste ven J . Zine;
Attorney in Fact
(SE AL)
NOTE:
Address : 9737 Great Hill s Trail , Su ite 320
A ustin , TX 78759
Telephone Number: _a_17_-3_2_s-_7_oo_7 ____ _
( 1)
(2)
(3)
Correct name of Principal (Contractor).
· Correct name of Surety .
State of incorporation of Su rety
--_, . -
-.. ----··--::..
Telephone number of surety must be stated . In addition , an original cop f of =
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
THE STATE OF TEXAS
COUNTY OF TARRANT
Bond# 4375070
PERFORMANCE BOND
§
§
§
KNOW ALL BY THESE PRESENTS:
That we , ( 1 ) __ _.c..P...;;..ro""-C-'--"-o;..;..n ...;;..P....;;.;a_v-'-i n'"""g'--'a""n-'d_C_o_ns_t_ru_c_t_io_n ____ as Pri ncipa I herein,
and (2) SureTec Insurance Company a
corporation organized under the laws of the State of (3) _r_ex_as _______ , 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 Two Hundred Forty One
Thousand, Five Hundred Fifty Seven Dollars and Fifty Cents Dollars ($241,557.50)
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 21 sr day of July , 2009, a copy of which is attached hereto and
made a part hereof for all purposes, for the construction of 2007 Critical Capital
Project for Total Reconstruction of Premature Failed Streets at Hunters Creek
Drive TPW Project No. C295-541200-202240133083.
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 Obl igee 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 21st day of July , 2009 .
(SE AL)
Procon Paving and Constru c tion
PRINCIPAL
By M .. ,..D 'A . I "'
Name : MA.~ f? U I
T itle : ~.~ ~; .Q__,,..."°'
Address : 10361 Bickham Road
Dallas, T X 75220
,-
~ . jc_t\ ALA r 7
Witness as to Principal
SureTec Insurance Company
SURETY
ATIEST: By : Steven J . Zinecker
t!t:tJ»Jfu~du/u Name~~ Attorn~Fa
(SE AL)
NOTE :
Address : 9737 Great Hills Trail , Suite 320
Austin, T X 78759
Telephone Number: _8_17_-3_2_9-_70_0_1 ___ ~-
..... ~·
/ -
---( 1 )
(2)
(3)
Correct name of Principal (Contractor).
Correct name of Surety.
State of incorporation of Surety ~ -::-; ----:: :--'
· Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
THE STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL BY THESE PRESENTS :
§
§
§
Bond# 4375070
MAINTENANCE BOND
That ProCon Paving and Construction ("Contractor"),as principal,
and, SureTec Insurance Company a corporation organized under the
laws of the State of Texas , ("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 Two Hundred Forty One Thousand,
Five Hundred Fifty Seven Dollars and Fifty Cents Dollars ($241,557.50) lawful money of the United
States , for payment of which sum well and truly be made unto said City and its successors , said Contractor and
Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors , jointly and
severally .
Th is obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth,
dated the • 21st of July , 20 09 , a copy of which is hereto attached and made a part hereof, for the
performance of the following described public improvements: 2007 Critical Capital Project for Total
Reconstruction of Premature Failed Streets at Hunters Creek Drive the same being referred to
herein and in said contract as the Work and being designated as project number(s) TPW Project No. C295-
541200-202240133083 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 Transportation and
Public Works, 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
Bond# 4375070
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 continu i ng one and successive recoveries may be had hereon for success ive
breaches until the full amount hereof is exhausted .
IN WITNESS WHEREOF, this instrument is executed in _6_ counterparts , each of wh ich shall be
deemed an original, this 21st day of July , A.O . 2009 .
ATIEST: ~~
~ J .
(Principal) Secretary
(SE AL)
Witness as to Principal
ATTEST:
~Jr~94d~ Secetry
(SE AL)
Procon Pav ing and Construction
PRINCl:AL • S) "1 w
s,i; ~vi I J
Nam( t,i\ ~ € D .,A · Is, I,\ AL AG
Title : ~~ , ,' .b"
Address : 10361 Bi ckham Road
Dallas , T X 75220
SureTec Insuran ce Compan y
SURETY
By~~
Name: s;;;;;;;(
Attorney in Fact
Address : 97 37 Great Hill s Tra il, Suite 320
Austin , TX 78759
Telephone Number: _B_17_-3_2_9-_7o_o_7 __ ___,=---
-NOTE: (1)
(2)
(3)
Correct name of Principal (Contractor).
Correct name of Surety. ,·· .. _ . _,,._,
-....:.~--.. -
State of incorporation of Surety
Telephone number of surety must be stated. In addition , an original copy of Power of
Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
POA #: 422 1049
SureTec Insurance Company
LIMITED PO\VER OF ATTORNEY
Know All Men by These Prestmts, That SURETEC INSURANCE COMP ANY (the "Company"), a corporation duly organized and
ex.isling under the laws of the State of Texas, and having its princi pal office in Houston, Harris County, Texas, does by these presents
make, constitute and appoint
Charles K . Mill er, Sha nnon L. Lewis, Steven J. Zinecker
it s tru e and lawfu l Attorney-in-fact, with full power and authority hereby conferred in its name, place and stead, to execute , ac knowle dge
an d deliver a ny and all bonds , rec og ni zances', undertakings or oth er in struments or co ntra cts of suretyship to include waivers to th e
co nditio ns of contracts and consents of sure ty, providing the bond penalty does not exceed
Five Million Dollars and no/I 00 ($5,000,000.00)
an d to bind the Company thereby as fu lly and to the same extent as if such bond were signed by the Presi dent , seale d w ith the corporate
seal of the C ompan y an d duly attested by its Secre tary, here by ratifying and confirming all th at the sai d Attomey(s)-in -Fact may do in the
premises . Said appointment shall continue in force until 12/3 1/1 1 a nd is made und er a nd by authority of the follow in g
resolu tion s of the Bo ard of Directors of th e SureTec In sura nce Company:
Be it Resolved. that tbe Pres ident, any Vice-President, any Assistant Vice-Pre.sident, any Secretary or any Assistant Secretary shall be and is
he reb y vested with full power and authority to appoint any one or more su itab le persons as Attomey(s)-in-Fact to represent and act for and on
behalf of the Company subject to the following provisions :
Attomey-in~Fact may be given full power and authority for and in the name of an d of behalf of the Company, to execute, acknowle dge and
deliver, any and all bonds, recognizances, contracts, agreemen ts or indemnity and other conditional or obligatory ·undertakings and an y and all
notices and documents canceling or tenninating the Company 's liability thereunder, an d any such inslruments so executed by any such
Attorney-in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary .
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter a.flixed to any power of attorney or
any certifica te relating thereto by facsimile, and any power of attorn ey or certificate bearing facsimile signature or facsimile seal shall be valid
and binding upon the Company with respect to any bond or undertaking to which it is attached . (Adopted at a meeting held on ](jh of April,
1999,)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its Pre sident, and its corporate seal
to be hereto affixed this 28th day of October, A.D. 2008.
State ofTexas
County of Harris
ss:
On this 28h day of October, 2008 be fore me personally came BJ. King, to me known , who , being by me duly sworn , did depose and say, that he resides
in Houston , Texas, that he is President of SURETEC INSURANCE COMPANY, the company descri bed in and which executed the above instrument;
that he knows the seal of said Company; that the sea l affixed to said instrument is such corporate seal; that it was so affi xed by order ofJhe Itoard of
Directors of said Company; and that he signed his name thereto by like order.
-........ -.... -./" -----. e Michelle Denny
~Pllblo
State of Texas
l!xplr-. Augilll 17. 2012 ~!£e~}~t~~-~ ~-~--=-~
My commission expires August 27, 201:f --=--:
I, M. Brent Beaty, Assista nt Secretary ofSURETEC INSURANCE COMPANY. do hereby certify that the above and forego ing i".I a true and correct co py
of a Power of Attomey, ex.ecut ed by said Company, which is still in fu ll force and effect ; and furthermore, the resolutions of the Board of Directors , set
out in the Power of Att orney are in full force and effect.
Given under my hand and the seal of said Company at Houston, Texas this 2lst
Any Instrument Issued In excess of the penalty stated above Is totally voi d and without any validity.
Fo r verifl~tion of the authority of this power you may call (713) 812-0800 any business day between 8:00 am and 5:00 pm CS T.
SureTec Insurance Company
THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION
Statutory Complaint Notice
To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or
to make a complaint at: 1-866-732-0099. You may also write to the Surety at:
SureTec Insurance Company
9737 Great Hills Trail , Suite 320
Austin, Tx 78759
You may contact the Texas Department of Insurance to obtain information on companies , coverage, rights or
complaints at 1-800-252-3439. You may write the Texas Department of Insurance at
PO Box 149104
Austin, TX 78714-9104
Fax#: 512-475-1771
PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you
should contact the Surety first If the dispute is not resolved , you may contact the Texas Department of Insurance.
Terrorism Risks Exclusion
The Bond to which this Rider is attached does not provide coverage for, and the surety shall not be liable for,
losses caused by acts of terrorism, riot, civil insurrection, or acts of war.
Exclusion of Liability for
Mold, Mycotoxins, Fungi & Environmental Hazards
The Bond to which this Rider is attached does not provide coverage for, and the surety thereon shall not be liable
for, mojds, living or dead tun9i. baqeria, ~ller9em;, tiis~mip~s. spores, h,yphae, or r:nycotoxins , or their related
produ$ or parts, nor for any environnienfqll h¥are;ls, bio-hazards, hazjrdqus materials, environmental ~pills,
j:;pntarnira~on, or cle;,:i11up, 119r the rerned iali9n tn~reof. nor the conseqt,Jences tP pe~rn:}, property, or t~e
~rfQrrnarite of the bortd~ 9bli9~tions. 9f th¢ ~urre!lce; ~xist~nce, qr ·ip~r~n~ thereof. ·
. : ' . . ..... · . . . ' . . ,.
Rev 1.1.06
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 21 51 day of July , 20..filL_ 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.O., 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
ProCon Paving and Construction 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 :
2007 CRITICAL CAPITAL PROJECT FOR TOTAL RECONSTRUCTION
OF PREMATURE FAILED STREETS AT HUNTERS CREEK DRIVE
Designated as project number: C295-541200-202240133083 .
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 Transportation
and Publ ic Works Department of the City of Fort Worth adopted by the City Council of the City of Fort
Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part
of this contract the same as if written herein.
3 .
The Contractor hereby agrees and binds himself to
within ten (10) days after being notified in writing to do so
Department of the City of Fort Worth .
emme.a c h.a..co Astruction of said work
Y,F Trans f fl and Public Works IA R
CITY SECRETARY
T. WORTH, TX
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 Transportation and Public Works Department 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 calendar 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 injury, damage or death is caused, in whole or in part, by the
negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor
likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and
all injuries to Owner's officers , servants and employees and any damage, loss or destruction to
property of the Owner arising from the performance of any of the terms and conditions of this
Contract, whether or not any such injury or damage is caused in whole or in part by the
negligence or alleged negligence of Owner, its officers, servants or employees .
In the event Owner receives a written claim for damages against the Contractor or its subcontractors
prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner
C-2
OFFICIAL RECORD
ITY ECRETAR
FT. ORTH, TX
satisfactory evidence that the claim has been settled and/or a release from the claimant involved , or
(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been
referred to the insurance carrier.
The Director may, if he deems it appropriate , refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work
performed under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work , to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials furnished in the prosecution of the work , such bonds being as provided and required in
Texas Government Code Section 2253, as amended , in the form included in the Contract
Documents , and such bonds shall be 100 percent (100%) of the total contract price , and the said surety
shall be a surety company duly and legally authorized to do business in the State of Texas, and
acceptable to the City Council of the City of Fort Worth .
8.
Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid
work , and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted
by the successful bidder hereto attached and made a part hereof. Payment will be made in by-weekly
installments upon actual work com p leted by contractor and accepted by the Owner and receipt of
invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates
N/A shall be
TWO HUNDED FORTY ONE THOUSAND,
FIVE HUNDRED FIFTY SEVEN THOUSAND AND FIFTY CENTS
$241,557.50
9.
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Transportation and Public Works Department.
OFFICIAL RECORD
I ECRETARY
C-3
/ FT. WORTH, TX j
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
OFFICIAL RECORD
ITY ECRETAR
FT. ORTH, TX
Done in Fort Worth , Texas , this the 21st day of July ,20_09 __
APPROVED: CITY OF FORT WORTH
ASSISTANT CITY MANAGER
'Qroc,,.,.._ 0.0 : ') o,J (~~~ p->C_\~"~ ATIEST
(Contractor)
(TITLE)
\as6 t t rs. tc k ... h.ca--.. «. ,)
(Address)
D..-,, ,~ Ix . 'tG ?1-0
(City/State/Zip)
Rev ised June 2008
~~E~~
(SEAL)
C--J-3tote1
Contract Authorizatioa
'ld4 \os
Date
APPROVED AS TO FORM &
LEGALITY :
~1,/ j( tiTY ATTORNEY
OFFICIAL RECORD
ATY ECRETAR
L FT. WORTH, TX J
GREEN CEMENT POLICY COMPLIANCE STATEMENT
{To be furnished by the Contractor to the City at the time of bid opening)
(Submit separate forms for each supplier I product supplier)
Name of Project:
City Proj. No.:
This is to certify that the cement to be utilized for the above project will meet the following
criteria :
The cement was manufactured in a kiln utilizing the dry process (list source below) or in a
kiln that meets the emission standard of 1 . 71b or less of NOx / ton of clinker released into
the atmosphere .
Name of Manufacturer
Address of Manufacturer: -------------------
CONTRACTOR SUPPLIER
Name Name
Title T itle
Company Company
Phone Number Phone Number
Project Name : --------------
City Project Number :-----------
Street Maintenance Work Notice
As a part of the City of Fort Worth's street Maintenance Program, _______ _
has been contracted to repair your street. During the maintenance work, there will be a
brief time that you may not have access to your residence or business. On the day
specified below, vehicles can not be parked on the street. Also, please tum off your
sprinkler adjacent to the street.
If you have any questions or concerns, please contact contractor _______ _
at-----------
If we are not able to resolve your concerns to your satisfaction, you may contact City of
Fort Worth Inspector at Monday -Friday
between 7:30 AM and 4:30 PM
After 4 :30 PM and on weekends, call (817)392-8100
Expected Construction dates
Block Limits Street Name Project Limits (Weather Permitting}
1100-1200 Brown street Yates Ave to Keller Springs Pkwy From 515 108 to 5129108
Nombre del proyecto : --------------
Numero del proyecto: --------------
N otificaci6n del Mantenimiento de la Calle
Como parte del programa de mantemm1ento de las Calles de la Ciudad de Fort Worth,
-----------ha sido contratado para reparar su calle. Durarite este trabajo de
man ten i mien to, Habra un tiempo breve en que no tenga acceso a su hogar o negocio. En los dias
especificados abajo, vehiculos no deben estacionarse el la calle . Tambien, por favor apague su
sistema de regar el cesped cerca de la calle.
Si tiene alguna pregunta o preocupaci6n, por favor llame al contratista _______ al
Si no resuelve su preocupaci6n a su satisfacci6n, puede tambien llamar a la Oficina de
inspecci6n de la Ciudad de Fort Worth al , de lunes a viemes
entre las 7:30 AM y 4:30 PM
Despues de las 4 :30 PM o en los fines de semaria Harne al (817) 392-8100
Limites
de la cuadra
I I 00-1200
Nombre
de la Calle
Brown Street
limites
de proyecto
Yates Ave a Keller Springs Pkwy
Fechas de construcci6n
pennitiendo el estado de tiempo
de 5/5/08 a 5/29/08
PROJECT DESIGNATION SIGN
;-----------4, -0" ------------
PMS -167
4' -o "
=3" Project Title 1 ..
2ND LINE 1 1
IF NECESSARY_/ --i-3 , ,
1 f'====== Contractor: --=± , ,,
2 ~"L Contractor's Name --i-
2
1 ~" r= Scheduled Completion Date
1~" I Year
1 " 2
5"
1 "
FONTS:
FORT WORTH LOGO = CHEL TINGHAM BOLD
ALL OTHER LETTERING = ARIAL BOLD
LOGO COLORS :
FORT WORTH -PMS 288
LONGHORN LOGO -PMS 167
LETTERING -PMS 288
BACKGROUND -WHITE
BORDER -BLUE
PR OJECT DES IGNAT IO N SIGN
CITY OF' F'ORT WORTH --CONST RUCTION STAN DARD
DRAWING t,JO. DATE: 9-20-02
COLLAR CONFIGURATION _. COLLAR CONFIGURATION
FOR PAVED AREA_ .. ..._-.-__ IN UNPAVED AREA
(8) #4 BARS,
PLACED AS SHOWN.
USE CL.ASS . "A"
(3000 _LB)
CONCRETE.
l
COLLAR
THICKNESS
VARIES, 8" MIN.
t
CASE #1
CASE
#1
COLLAR SHALL EXTEND TO
BOTIOM OF 2:27 CONCRETE
(REBAR REQUIRED).
CASE #2
CASE
#2
COLLAR SHALL EXTEND 3" BELOW
BOTIOM OF LOWEST GRADE RING
(REBAR REQUIRED).
4°-0· (MANHOLE)
r2·-o· (WATER VALVE)
PLAN VIEW
GRADE RINGS
(MANHOLE COLLAR SHOWN)
(NOT TO SCALE)
CITY OF FORT WORTH, TEXAS
MANHOLE AND WATER VALVE
CONCRETE COLLAR
-w g~
...J < 0>
::i::: z a::
~~ ._3: . ........
-0 I : • 0
'<t" I
N
GROUND
DA TE: 09/200"4-
STR-028
>----1 0 ' PARK WAY-----l
FLARES AT
SIDEWALKS SLOPE
1":12" MAX
(TYP ICAL)
7"
CURB FLUSH
W/GUTTER
DETECTABLE WARNING
SURFACE
(2 ' x 4 ' DOME -TILES)
~
...J
<t ;::
w
Cl
V)
. . .· ~ .~·
r:
4 ·
(PROPERTY LINE
• .
A:4 · 0 SIDEWALK 4 I
"st •· ..•
• . t>
LEVEL LAND I NG
WHEEL CHAIR RAMP
CITY OF FORT WORTH-CONSTRUCTION STANDARD
DA TE : 2/27 /09