HomeMy WebLinkAboutContract 38859SPECIFICATIONS
AND
CITY SE CONTRACT DOCUMENTS
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HMAC SURFACE OVERLAY (2009-6)_ -· _____ ..,.._
ATV ARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 01314
TPW PROJECT NO. C293-541200-209620131483
2009
MIKE MONCRIEF
MAYOR
DALE A. FISSELER, P.E.
CITY MANAGER
WILLIAM A. VERKEST, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
GEORGE A. BEHMANESH, P.E., ASSISTANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
PREPARED BY
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
INFRASTRUCTURE GROUP
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH , TX
07 -20 -0 9
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M<'llC Review
CITY COUNCIL AGENDA
DATE:
CODE:
COUNCIL ACTION: Approved on 6/16/2009
611612009 REFERENCE
NO.:
C TYPE:
C-23603
NON-
CONSENT
LOG NAME:
PUBLIC
HEARING:
Page 1 of 2
Official site of the City of Fort Worth, Texas
FORT \\'ORTH
~
20HMAC SURFACE
OVERLAY 2009-6
NO
SUBJECT: Authorize a Contract with JLB Contracting , LP., in the Amount of $975 ,658.00 for Hot Mix
Asphaltic Concrete Surface Overlay 2009-6 at Thirty-Five Locations
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with JLB
Contracting, LP., in the amount of $975 ,658 .00 for 150 working days for Hot Mix Asphaltic Concrete
Surface Overlay 2009-6 at thirty-five locations that are listed on the attachment.
DISCUSSION:
In the Fiscal Year 2008-2009 Contract Major Maintenance Program , various types of street
maintenance techniques are grouped into specific contract packages. Hot Mix Asphaltic Concrete
(HMAC) Surface Overlay 2009-6 at various locations provides for surface and base rehabilitation,
curb and gutter and valley gutter replacements for asphalt streets funded from the Contract Street
Maintenance Fund.
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-Tele ram on March 12, 2009, and March
19, 2009 . On April 9, 2009, the following bids were received:
BIDDERS
JLB Contracting, LP.
MACVAL Associates, LLC
Dirtco d/b/a Styles Contracting
P and E Contractors, Inc.
Peachtree Construction, LTD
Advanced Paving Company
Austin Bridge and Road, LP
APAC-Texas, Inc.
AMOUNT
$975,658.00
$1,015 ,000 .00
$1 ,025 ,431.50
$1,135,515 .00
$1,153 ,420.00
$1,183,169.00
$1,392 ,535.00
$1,414,830 .00
JLB Contracting, LP., is in compliance with the City's M/WBE Ordinance by committing to 29 percent
M/WBE participation. The City's goal on this project is 15 percent.
These projects are located in COUNCIL DISTRICTS 3 and 9.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Contract Street Maintenance Fund .
http://apps.cfwnet.org/council_packet/mc _review .asp?ID= 11631 &councildate=6/16/2009 6/23/2009
-
M<'JZ C Review
TO Fund/Account/Centers
Submitted for City Manager's Office by:
Originating Department Head:
Additional Information Contact:
ATTACHMENTS
Locations HMAC 2009-6 .pdf
Page 2 of2
FROM Fund/Account/Centers
C293 541200 209620131483 $975 ,658 .00
Fernando Costa (6122)
William Verkest (8255)
George Behmanesh (7914)
http://apps.cfwnet.org/council _packet/mc _review.asp?ID= 1163 J&councildate=6/16/2009 6/23/2009
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2009-6)
AT VARIO US LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 01314
TPW PROJECT NO. C293-541200-209620131483
4-/7-0
DATE
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
AVID TOWNSEND , P.E.
ENGINEERING MANAGER WATER DEPARTMENT
DATE
TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Prevailing Wage Rates
4. Proposal
5. Vendor Compliance
6. Minority and Women Business Enterprise Specifications
7. Special Provisions
8. Item 360, Concrete Pavement (Modified Specification)
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
20. Street Locations
21. Street by Street Paving Quantity Determination Spreadsheet
Sealed Proposals for the following:
CITY OF FORT WORTH, TEXAS
HMAC SURF ACE OVERLAY (2009-6)
CITY PROJECT No. 01314
TPW PROJECT NO. C293-541200-209620131483
Submit package to City of Fort Worth, Purchasing Division , in the lower level of the Municipal Building, 1000
Throckmorton , Fort Worth, Texas 76102 until I :30 P.M., Thursday, April 9, 2009 , and then publicly read
aloud at 2:00 P .M ., in the Council Chambers.
Specifications and Contract Documents for this project may be purchased for twenty dollars ($20) per set at the
office of the Transportation and Public Works Department, Municipal Office Building, 1000 Throckmorton
Street, Fort Worth , Texas 76102. These documents contain additional information for prospective bidders .
A pre-bid conference will be held at 11 :00 A.M. Tuesday, March 24, 2009, in the Transportation and Public
Works Conference Room , 2nd Floor, Municipal Building, RM 270 .
The major work on the above-referenced project shall consist of the following :
Paving Improvements :
67 ,000
47 ,000
615
10 ,500
6 ,100
S .Y.
S .Y .
TON
S .Y .
L.F .
2" HMAC Surface Course T ype "D" Pavement
8" Pavement Pulverization
Cement Modification (26 lbs/SY)
2" Pavement Wedge Milling
7" Concrete Curb and Gutter
Included in the above will be all other miscellaneous items of construction as outlined in the Plans and
Specifications .
For additional information, please contact Riad Nusrallah , Street Program Manager at (817) 392-2729.
DALE A. FISSELER, P .E .
CITY MANAGER
Advertising Dates :
March 12 , 2009
March 19, 2009
WILLIAM A. VERKEST, P .E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS
DEPARTMENT
Byt41~a
Riad Nusrallah, P.E
Street Program Manager
SPECIAL INSTRUCTIONS TO BIDDERS
I. BID SECURITY : Cashier's check or an acceptable bidder's bond payable to the City of
Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid
submitted must accompany the bid, and is subject to forfeit in the event the successful
bidder fails to execute the contract documents within ten days after the contract has been
awarded.
To be an acceptable surety on the bid bond. the surety must be authorized to do business
in the state of Texas. In addition, the surety must (I) hold a certificate of authority from
the Untied States secretary of the treasury to qualify as a surety on obligations permitted
or required under federal law; or (2) have obtained reinsurance for any liability in excess
of$ I 00,000 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 perfonned and materials to be furnished may be increased or decreased as
hereinafter prov ided, 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.
SPECIAi. INS !'R UCTIONS TO BIDDER S
- I -
4. AW ARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine ( 49) City
business days from the date that the M/WBE UTILIZATION FORM, PRIME
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation '') is received by the City.
5. PAYMENT. PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the
Texas Government Code, as amended.
A. If the total contract price is $25,000 or less, payment to the contractor shall be
made in one lump sum . Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
B. If the contract amount is in excess of $25,000, a Payment Bond shall be
executed, in the amount of the contract, solely for the protection of all claimants
supplying labor and material in the prosecution of the work.
C. If the contract amount is in excess of $100,000, a Performance Bond shall be
executed, in the amount of the contract conditioned on the faithful performance of
the work in accordance with the plans, specifications, and contract documents.
Said bond shall solely be for the protection of the City of Fort Worth.
D. A Two-year Maintenance Bond is required for all projects to insure the prompt,
full and faithful performance of the general guarantee as set forth in Paragraph 7
of the Special Provisions.
To be an acceptable surety on the performance, payment and maintenance bonds, the
surety must be authorized to do business in the state of Texas and meet all requirements
of Texas Insurance Code, section 7 .19-1. In addition, the surety must ( 1) hold a
certificate of authority from the Untied States secretary of the treasury to qualify as a
surety on obligations permitted or required under federal law; or (2) have obtained
reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and
admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority
from the Untied States secretary of the treasury to qualify as a surety on obligations
permitted or required under federal law. Satisfactory proof of any such reinsurance shall
be provided to the City upon request. The City; in its sole discretion. will determine the
adequacy of the proof required herein .
No sureties will be accepted by the City that are at the time in default or delinquent on
any bonds or which are interested in any litigation against the City. Should any surety on
the contract be determined unsatisfactory at any time by the City, notice will be given to
SPECIJ\l. INSTRUCTIONS TO Bll)Dl-:RS
-2 -
the contractor to that effect and the contractor shall immediately provide a new surety
satisfactory to the City
6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part I -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 13A-21 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.
B. 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
SPECIAi. INSTRl 'CTIONS TO BIDDERS
- 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
SPECIAL INSTR UCTIONS 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 •
11.
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.
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.
SPITIAL INSTRUCTIONS TO BIDDERS
• 6 -
The M/WBE Utilization Fonn, Prime Contractor Waiver Form 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 firm(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 firm utilized
3. Scope of Work to be perfonned by the M/WBE firm
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 Fonn must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
purposes.
• Reports are to be submitted monthly to the M/WBE Office, regardless of whether or
not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a
particular month, place a "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.
SP ECIAL INSTRUCTIONS TO BIDD ERS
- 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:
1. Immediately submit a Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
and why in documentation .
a . All requests for changes must be reviewed and pre-approved by the M/WBE
Office .
b . If the Contractor makes change(s) prior to approval, the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth , The Contractor will provide the
M/WBE Office with a Final Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor -City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call (817) 871-6104.
Upon request, Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise (M/WBE)
on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books, records or files in its possession that will substantiate the
actual work performed by an M/WBE. The misrepresentation of facts ( other than a
negligent misrepresentation) and/or the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements ; further, any such
misrepresentation ( other than a negligent misrepresentation) and/or commission of fraud
will result on the Contractor being determined to be irresponsible and barred from
participating in C ity 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 recei ve full payment (less 5% retainage) from the city for each pay
period.
SPECIAL INSTR UCTION S TO BIDDERS
. 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 progress 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 I, through October 31, with 6:00 a.m. -I 0:00 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
I 0 :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 BIDDERS
. 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 certificate of coverage ends
during the duration of the project, the contractor must, prior to the end of the
coverage period, file a new certificate of coverage with the 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:
( 1) a certificate of coverage, prior to that person beginning work on the project, so
the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
SPECIAL INSTRUCTIONS TO BIDD ERS
• 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:
(I) 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 perform as required
by paragraphs ( 1) -(7), with the certificates of coverage to be provided to the
person for whom they are providing services.
J. By signing this contract or providing or causing to be provided a certificate of
coverage, the contractor is representing to the governmental entity that all employees
of the contractor who will provide services on the project will be covered by workers'
compensation coverage for the duration of the project, that the coverage will be based
on proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing
false of misleading information may subject the contractor to administrative penalties.
criminal penalties, civil penalties or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract
by the contractor which entitles the City to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
City.
"The contractor shall post a notice on each project site informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify current coverage and report failure to provide coverage. This
notice does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Texas Workers' Compensation commission rules. This
notice must be printed with a title in at least 30 point bold type and text in at least 19
point normal type, and shall be in both English and Spanish and any other language
common to the worker population. The text for the notices shall be the following
text, without any additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related
to this construction project must be covered by workers' compensation insurance.
This includes persons providing, hauling, or delivering equipment or materials, or
providing labor or transportation or other service related to the project, regardless of
the identity of their employer or status as an employee ."
"Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive
information on the legal requirement for coverage, to verify whether your employer
has provided the required coverage, or to report an employer's failure to provide
coverage ."
17. AGE DISCRIMINATION: In accordance with the policy ('"Policy .. ) of the Executive
Branch of the federal government, contractor covenants that neither it nor any officers,
members, agents or employees who engage in the performance of this contract shall, in
connection with such employment, advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
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
against City arising out of Contractor's alleged failure to comply with the Policy in the
performance of this contract.
18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not
unlawfully discriminate on the basis of disability in the provision of services to the
general public, nor in the availability, terms or conditions of employment for applicants
for employment with, or current employees of, Contractor. Contractor warrants that it
will fully comply with the ADA 's provisions and any other applicable federal, state, or
local laws concerning disability and will defend, indemnify and hold City harmless
against any and all claims or allegations filed by third parties against City arising out of
Contractor's alleged failure to comply with the ADA in the performance of this contract.
END OF SECTION
SPECIAL INSTRllCTIONS TO BIDDERS
-13 -
-
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Ooerator
Asphalt Distributor Operator
Asphalt Paving Machine Operator
Asphalt Raker
Asphalt Shoveler
Batching Plant Wei2her
Broom or Sweeper Ooerator
Bulldozer Operator
Carpenter
Concrete Finisher, Paving
Concrete Finisher, Structures
Concrete Paving Curbing Machine Operator
Concrete Paving Finishing Machine Operator
Concrete Paving Joint Sealer Operator
Concrete paving Saw Operator
Concrete Paving Spreader Operator
Concrete Rubber
Crane, Clamshell, Backhoe, Denick, Dragline, Shovel Operator
Electrician
Fia~l.'er
Form Builder/Setter, Structures
Form Setter, Paving & Curb
Foundation Drill Operator, Crawler Mounted
Foundation Drill Operator, Truck Mounted
Front End Loader Ooerator
Laborer, Common
Laborer, Utilitv
Mechanic
Millin11: Machine Operator, Fine Grade
Mixer Operator
Motor Grader Operator, Fine Grade
Motor Grader Operator, Rou2h
Oiler
Painter, Structures
Pavement Marking Machine Operator
Pipelaver
Reinforcing Steel Setter, Paving
Reinforcing Steel Setter, Structure
Roller Operator, Pneumatic, Self-Propelled
Roller Operator, Steel Wheel, Flat Wheel/Tamping
Roller Operator, Steel Wheel, Plant Mix Pavement
Scraper Operator
Servicer
Slip Form Machine Operator
Spreader Box Operator
Tractor Operator, Crawler Type
Tractor Operator, Pneumatic
Traveling Mixer Operator
Truck Driver, Lowboy-Float
Truck Driver, Sin2le Axle, Heavy
Truck Driver, Single Axle, Light
Truck Driver, Tandem Axle, Semi-Trailer
Truck Driver, Transit-Mix
Wagon DriJl , Boring Machine, Post Hole Driller Operator
Welder
Work Zone Barricade Servicer
$10 .06
$13.99
$12.78
$11.01
$ 8.80
$14 .15
$ 9.88
$13 .2 2
$12 .80
$12 .85
$13.27
$12 .00
$13 .63
$12.50
$13.56
$14.50
$10.61
$14.12
$18 .12
$ 8.43
$11.63
$11.83
$13.67
$16.30
$12.62
$ 9.18
$10 .65
$16.97
$11.83
$11.58
$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
$12.03
$14 .93
$11.47
$10.91
$11.75
$12 .08
$14.00
$13 .57
$10 .09
-TO: CITY OF FORT WORTH
PURCHASING DIVISION
1000 THROCKMORTON ST
FORT WORTH, TEXAS 76102
PROPOSAL
FOR: H.M.A.C. SURF ACE OVERLAY (2009-6)
ATV ARIOUS LOCATIONS
CITY PROJECT NO. 01314
TPW PROJECT NO. C293-541200-209620131483
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 on and awarding the contract. The City also reserves the right to increase
or decrease quantities of individual pay items within the contract provided that the total contract
amount remains within plus or minus (±) 25% of the contract award. The contractor is not
entitled to any additional compensation or renegotiation of individual pay item bid prices.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and
furnish Performance, Payment and Maintenance Bonds acceptable to and approved by the City of
Fort Worth for performing and completing the said work within the time stated and for the following
sums, to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. I 2EA. Project Designation Sign @
Two Hundred Dollars
& No Cents Per Each $ 200.00 $ 400.00
S.P. 2 LUMPSUM Utility Adjustment @
Six Thousand Dollars
& No Cents Per L.S. $ 62000.00 $ 62000 .00
P-1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
-
104 3 6,100 L.F. Remove and Replace Concrete Curb &
502 Gutter @
,-,-_ ~~ S.P. 'l tvcAJ r.."" Dollars & ()0
h ,.&r y -/,vc'.Cents Per L.F. $zo-$ /2. J 'J ff' ---
-502 4 300 L.F. New Concrete Curb & Gutter @
S.P. hart.r "4! iJ Dollars &
5et,,>l{,,..;Tt-6vt:c ents Per L.F. 7 7.£ oO
$ I $ C; lt 2.. < :;..---
104 5 2,300 S.F. Remove and Replace 6-Inch
504 Concrete Driveway @
S.P. hoc._ Dollars & so o,3-
£1urY Cents Per S.F . $
)~
$ I 3 J~c;
104 6 100 S.F. Remove and Replace 6-Inch
504 Exposed Aggregate Concrete
S.P. Driveway @ ::r.£ 00
5£//LP Dollars & $ / $ )3J ~
0t112rr -r1vt;' Cents Per S.F.
504 7 100 S.F. New 6-Inch Concrete Driveway @
S.P. hu.C Dollars &
/.JO Cents Per S.F. ~ oo
$ j "' JOO :...--
$
104 8 100 S.F. Remove and Replace 4-Inch
504 Concrete Sidewalk @
S.P. h(/c. Dollars &
$ Jc= oo
/(/r1'-!'~t/L Cents Per S.F. $ ~5°J ;...-
104 9 100 S.F. Remove and Replace 4-Inch
504 Exposed Aggregate Sidewalk @
S.P. 5/~ Dollars & 82 oO -
'
;f'/b//r,Y-hvf Cents Per S.F. $b $ &? 8:r-
504 IO 100 S.F. New 4-Inch C,hete Sidewalk @
S.P. -~uA Dollars &
f cv-blr, ·ht/L Cents Per S.F. 7' oO
$ L;'--$ f 7;---
P-2
-
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS
104
504
S.P.
504
S.P.
104
360
S.P.
360
S.P.
S.P.
S.P.
402
500
620
S.P .
275
S.P.
11
12
13
14
15
16
17
18
1,500 S.F.
400 S.F.
110 S.Y.
110 S.Y.
4 EA.
Remove Existing Wheelchair Ramp and
Install Standard 4-inch ADA Wheelchair
Ramp (with detectable warning Dome-
Tile surface)@
f,cv~~ Dollars &
____ __,,_7?_"c--'-µ_cents Per S.F.
New 4-Inch ADA Wheelchair
Ramp (with detectable warning
Dome-Tile surface @
J / X: Dollars &
~/.€./?"· /"'l t,)L Cents Per S.F.
Remove and Replace Existing Concrete
Valley Gutter @
brr l"· hvL Dollars &
_____ ._/J----'O'---Cents Per S.Y.
New Concrete Valley Gutter @
/:o£.T(-J ~CJ~/.-> Dollars &
/L/,,,,£-.ry Cents Per S.Y.
Remove and Replace 5-Ft Storm
Drainage Inlet Top @
~p.,.r;:.J?µC./k#,,1#.Mef. hvt.' Dollars &
______ }_'J_D_Cents Per Each
1 EA. Remove and Replace 10-Ft Storm
Drainage Inlet Top @
100 L.F.
'};c)Jrr.i)c/£ 1v 11..ett1,-;;;;12 .f Yoollars &
_____ ;{)_· _()_Cents Per Each
6-Inch Perforated Subdrain Pipe @
-,-;
/ t[,;,.-J Dollars &
---z--,../-----,-7---C-ents Per L.F.
47,000 S.Y. 8-Inch Pavement Pulverization @ -//(k'i!f Dollars &
/.;Z /6 If r Cents Per S. Y.
P-3
UNIT
PRICE
TOTAL
AMOUNT BID
$/0.tW 0
~
•
$ /050
06 ~
00 -
-
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS
275
S.P.
106
S.P.
247
S.P.
300
310
340
S.P.
300
310
340
S.P.
S.P.
S.P.
S.P.
19
20
21
22
23
24
25
26
615 Ton
50 C.Y.
50 C.Y .
135 C.Y.
70 Ton
10 ,500 L.F.
25EA.
2,500 S.Y.
Cement Modification (26 lbs/sy) @
0.0£ /,/(,,vf},ee--d
'Ti.J£1J7t'-5 tK Dollars &
---~/,_-~1 ,l:_-7_!'_Cents Per Ton
Unclassified Street Excavation @
J;:;e µ 7 r -) 'X Dollars &
'J 1,.>c r;,, -/-/{,;JC::.. Cents Per C.Y.
Crushed Limestone @
~ &rr-/AO Dollars &
J/CJ Cents Per C. Y. ----~~~
Asphalt Pavement.a.Pd Base Repair @
{>,1..J C /-/v~4fi!L,/J
f /,,if)'-hot: Dollars &
/JO Cents Per C.Y. --------
HMAC Pavement Level-Up @
£611-T J"-C/_;.;£ Dollars &
-----'-/V_O_cents Per Ton
Pavement Wedge Milling 2-Inch to 0-
Inch Depth, 5 .0 Ft Wide @
CJ P~ Dollars &
"/#/~TY·/-/t/c Cents Per L.F.
Butt Joint Milling @
z;~tJ/tL.f, ?'i,IJ Dollars &
_____ ;U_o __ Cents Per Each
2-In ch-Surface Milling @
OPE Dollars&
> ct,1£;..>r7-/p u/2 Cents PerS.Y.
P-4
UNIT
PRICE
oC>
$[/;..--
o.fl
$ Z/0
TOTAL
AMOUNT BID
5"0
$/]32... -
oc
$ 2._ t, 00 ....-
oo ---$ 7]-50
-
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS
300
S.P.
300
310
340
S.P.
S.P.
S.P.
450
S.P.
406
450
S.P.
S.P.
27
28
29
30
31
32
33
14,000 L.F.
67,000 S.Y.
I EA.
I EA.
56 EA .
l EA.
I EA.
Crack Sealing of Existing Pavement @
do Dollars&
Z7-1 ~1,1;-,:-J/~ Cents Per L.F.
2-Inch-HMAC Surface Course
T y pe "D" Mi x @
5 ~ t/ 6/..J Dollars &
£;6#r-CentsPerS.Y.
Removal and Replacement of 30-Ft
HMAC Speed Cu!l hion w/stripping @
;r#t~Tr-&,J-JC /-/v111/J£.Ed
/'l.rrY · ,hvt:_ Dollars &
____ __._1/_0_cents Per Each
Removal and Replacement of 40-Ft
HMAC Speed Cushion w /stripping @
M;rr-~l> ffe ,vd&dDollars &
_____ ..._;U=-=6c....Cents Per Each
Water Valve Bo x Adjustment
With Steel Ri ser @
CJ )..JC ~v ll t'l /t bl
..Ji ..vz:y-C/-'k"roollars &
/..JO Cents Per Each ---~--
Water Valve Box Adjustment
With Concrete Collar (iiJ
:;,?v'o /l~AJ.#k!Li::J
'/µe.Prf,!7v<.. Dollars &
____ JJ_tf_cents Per Each
Water Meter Box Adjustment @
~lfr~L Dollus &
----+-Q __ d _cents Per Eac h
P-5
UNIT
PRICE
$ 7~
TOTAL
AMOUNT BID
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
450 34 33EA. Manhole Adjustment With
S.P. Steel Riser @
Z:,,(NI~~#. hr/"'t' Dollars & (:>~ ~
.}J O cents Per Each $ 2SCJ $ ??c. 50
406 35 I EA. Manhole Adjustment With
450 Concrete Collar @
S.P. fou/l. /,4,,;tJ/Z~~
,/-/~,Tl;h(.).([ Dollars & ~ oo
;,JO Cents Per Each $ lt5"5" $ 7'5) ~
S.P. 36 15 EA. Painting House Addresses @
fe£.Drt'-tJ )).= Dollars &
$CJ~
C>!2---p o Cents Per Each $ 31s
S.P. 37 350 S.Y. St. Augustine Grass Sod @
/-bu.£ Dollars & ~ o.S.-h nY' Cents Per S. Y. $ t; $/)?5
S.P. 38 350 S.Y . Bermuda Grass Sod @
~ll Dollars &
$ 3 2E-og_
s~/(~/..Jrt' Cents Per S.Y. $ I 2-75
S.P. 39 _3~A. Re-Mobilization @
@ Five Hundred Dollars &
No Cents Per Each $ 500.00 $1,500.00
~ r;1s; ~!>d 6 (!? $9?5'! 65'~ TOTAL BID )
P-6
This contract is issued by an organization which qualifies for exemption pursuant to the provisions of
Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act.
Taxes. All equipment and materials not consumed by or incorporated into the project construction,
are subject to State sales taxes under House Bill 11, enacted August 15, 1991.
The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort
Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in, employment
practices.
The undersigned agrees to complete all work covered by these contract documents within one
hundred and fifty (150) Working Days from and after the date for commencing work as set forth in
the written Work order to be issued by the Owner, and to pay not less than the "Prevailing Wage
Rates for Street, Drainage and Utility Construction" as established by the City of Fort Worth, Texas.
Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid, the undersigned will
execute the formal contract and will deliver an approved Surety Bond for the faithful performance of
this contract. The attached deposit
check in the sum of __________________________ _
____________________ Dollars ($ 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: t.f /w (~ q
P-7
Respectfully submitted, LC
JLB CONTRACTING, L
Company Name
1
1 --c ~
By:~ fi) w---zr----·
Sig~
-l ~"s '-. H.---if t.. 11"1
Printed Name of Principa~.O. BOX 24131
Address : FORT 'NORTFI , TX 76124
E-mail Address : ------------
Telephone: (!217) 2-1,/-Z..~ /
VENDORCOMPLIANCETOSTATELAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. lbis 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 vendors in (give State), our principal place of
business, are required to be percent lower than resident bidders
by State law. A copy of the Statute is attached.
Non-resident vendon in (give State), our principal
place of business, are not required to underbid resident bidders.
B. Our principal place of business or corporate offices are in the State of Texas. g
Bidder:
JLB CONTRACTING , LLC
Company
Address
City
PO BOX 24131
FORT WOR TH . TX 76124
State Zip
James G. Humphrey I President of
· JLB CONTRACTING, LLC
By : (Please print)
Title (Please print)
TlllS FORM MUST BE RETURNED WITH YOUR QUOTATION
M/WBE REQUIRED DOCUMENTATION RECEIPT
Transportation & Public Works
.'.-1 5 -J; ~-1 :2; · r
Official Date: Official Time:
Bid Date: _/_/_
Project Name: II/)!/! {I .2 c c)cr -'7 ,r;.7
Project Manager:
Forms Submitted By
Name:
Company:
Received By:
._
L
' .
FORT WORTH
~
PRIME COMPANY NAME:
JLB Contracting,~ l. LC
PROJECT NAME:
HMAC Surface Overlay 2009-6
City's M/WBE Project Goal:
15%
City of Fort Worth
Subcontractors/Suppliers Utilization Form
ATTACHMENT 1A
Page 1 of 4
Check applicable block to describe prime
I M/\11//DBE I I NON-M/\11//DBE
April 6, 2009
Prime's M/WBE Project Utilization: PROJECT NUMBER
01314
29.0%
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. Marketplace 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 151 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 Reg ional 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 credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract . The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner-operators , but will only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease aareement.
L
., fORTWORTH --...,...--
ATIACHMENT 1A
Page2 of4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list M/WBE finns first, use additional sheets if necessary.
Certification N
(check one) 0
SUBCONTRACTOR/SUPPLIER n T T Detail Detail
Company Name I N
C X .. Subcontracting Wortt Supplies Purchased Dollar Amount
Address ... w T D w Telephone/Fax r B B R 0 B E E C T E
A
Zamora Construction 1 X Miscellaneous $159,687
PO Box 10396 Concrete
River Oaks, Texas
76114
817-875-1162
817-864-7780
Sunset Trucking 1 X Raw Materials $41,677
Hauler
Atco Construction, Inc. 1 X Haul HMAC to $50,530
the job
TXI 1 X Raw Aggregate $35,959
Supplier
Southern Asphalt 1 X Liquid Asphalt $143,272
Supplier
FORTWORTH -·~ ATTACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers , regardless of status ; i.e., Minority, Women and non-M/\IVBEs.
Please list M/\IVBE finns 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 e M w T D w Telephone/Fax r B B R 0 B E E C T E
A
Ricochet Fuel 1 X Fuel $25,055
Cowboy Trucking ~ X Haul off millings $3,000
Green Scaping 1 X Grass Sod $3,045
ORTWORTH
~
Total Dollar Amount of M/WBE Subcontractors/Suppliers
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS
$282,994
$179,231
$462,225
ATTACHMENT 1A
Page4 of4
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 Offeror and barred from participating in
City work for a period of time not less than one ( 1) year.
President
Title
JLB Contracting, L.LC.
company Name
PO Box 24131
Address
Fort Worth, Texas 7&124
City/State/Zip
Jamn G. Humphrey
Pt1iil&d Stgnatore
James G. Humphrey
Contact NamefTltle (If different)
(817) 261-2991 (817) 261-3044
Itlttphone and/or fax
E-mail Address
Aprlj 15, 2009
Date
Project: HMAC SURFACE OVERLAY 2009-6 AT VARIOUS LOCATIONS
TPW Project Number: 01314
Bid Date : APRIL 9,2009
Advertised: March 12, 2009
WORKING DAYS 150
UNIT QTY DESCRIPTION
2 EA Sign-Project Designation -Install
LS Utility Adjustment -Repair
6 ,100 LF Curb & Gutter -Replace
300 LF Curb and Gutter -7 Inch w/18 Inch Gutter -Install
2,300 SF Driveway -6 1nch -Replace
100 SF Dnveway-6 Inch -ReJ>'ace (exposed aggregate}
100 SF Install New 6-lnch Concrete Dnveway
100 S F Walk -4 Inch -Replace
100 SF Walk -4 Inch -Replace (exposed aggregate)
100 SF Walk -4 Ft -Install
1,500 SF W alk-ADA 'h'heelcha,r Ramp -Replace
400 SF Walk-ADA YVheelcha ir Ramp -Install
1 10 SY Pavement -Valley Gutter -Replace
11 0 SY Pavement -Valley Gutter -Install
4 EA Inlet-Top of 5 Ft Drainage Inlet -Replace
EA Inlet-Top of 10 Ft Drainage Inlet -Replace
100 LF Pipe-Sub Drain--6 Inch Perforated -Install
47,000 SY Pavement-8 Inch-Pulverization -Rehab
6 15 TON Pavement-Cement Modification-26 Jb/sy -Install
50 CY Pavement-Unciass1fied Street Excavation -Remove
50 CY Subgrade-Crushed Limestone For Misc.Placement -Install
135 CY Subgrade -Replace (Asphalt Base Repair)
70 TO N Pavemenl-HMAC Level Up -Install
10,500 LF Pavement-2 lnd'l lo O Inch Wedge Miling Depth 5 O Ft Wide-Install
25 EA Pavement-Butt Joint-M ill ed -Install
2 ,500 SY Pavement-2 Inch Surface Milling -Install
14 ,000 LF Pavement-Crack Sealing -Install (of Existing Pavement)
67,000 SY Pavement-2 Inch-Surface Course-Type O Mix - Install
EA Speed Hump-Striping On Speed Cushion -Install (30' Wide Street)
1 EA Speed Hump-Stri ping On Speed Cushion -Install (40' Wide Street)
56 EA Valve Box -Ad1ustmenl Wth Steel Riser
EA Valve Box -Adj ustment With Concrete Collar
1 EA Meter Box -Adjustment
33 EA Manhole -Adjustment Wrth Steel Riser
EA Manhole -Adj ustment Concrete Collar
15 EA Pa inting House Addresses
350 SY St. Augustine Grass Sod
350 SY Bermuda Grass Sod
3 EA Re-Mobilization
TOTAL
L -
a n.~1,.:,rvK I A I IUf'II AN U PUBLIC WORKS
BID TABULATION
T abulaled By: Steven Ayala
Project Manager: Riad Nursallah
Engineers Estimate:
Addendum's: 0
JLB Contracting, LP
PO Box 24131
Fort Worth, Tx 76124
817-261 -2991
UNIT PRICE BID
200 .00 $ 400.00
$ 6 ,000 .00 6 ,000.00
$ 20.55 125,355.00
$ 14.75 $ 4 ,425.00
$ 5 .80 $ 13,340.00
$ 7.35 $ 735.00
$ 5 .00 $ 500.00
5 .55 $ 555.00
$ 6 .85 $ 685.00
$ 4 .75 $ 475.00
$ 7.10 $ 10,650.00
6 .35 s 2 ,540.00
$ 55.00 s 6 ,050.00
$ 47.50 s 5 ,225.00
$ 2 ,105.00 s 8 ,420.00
$ 2 ,630.00 $ 2 ,630.00
$ 10.50 1,050.00
s 3.08 144 ,760.00
$ 126.50 $ 77,797.50
$ 26.65 s 1,332 .50
s 52 .00 $ 2 ,600.00
$ 165.00 $ 22,275 00
s 8 1.00 $ 5 ,670.00
$ 1.35 $ 14,175.00
$ 210.00 $ 5 ,250.00
$ 1.74 s 4 ,350.00
0 .26 $ 3 ,640.00
7 08 $ 474 ,360 .00
3 ,155.00 $ 3,155.00
4 ,200 00 s 4 ,200.00
$ 168.00 9,408.00
$ 225.00 $ 225.00
$ 35.00 s 35.00
250 00 $ 8 ,250.00
$ 455 00 $ 455.00
21 00 $ 315.00
4 50 s 1,575.00
$ 3.70 1,295.00
s 50000 1,500.00
$ 975,658.00
2
MACVal Associated, LLC
8500 N Slemmons Frwy #5060
Dallas, TX 75247
214-689-9663
UNIT PRICE BID
$ 200 .00 S.00 00
6 ,000.00 $6 ,000 00
$ 14 .00 $85 ,400 00
$ 15 .00 $4 ,500 00
$ 6 .00 $1 3,800 00
$ 15.00 $1 ,500 00
$ 600 $600 00
$ 5 .50 $550 00
$ 12 00 $1 ,200 00
$ 5.00 $500 00
$ 12 .00 $18,000 00
$ 10 .00 S.,000 00
s 56.00 $6,16000
s 53 00 $5,830 00
s 1,450.00 $5,800 00
s 1,500.00 $1 ,500 00
$ 20.00 $2 .000 00
$ 4 .50 $211 ,500 00
s 139.00 $85 ,485 00
$ 16 50 $825 00
s 100 00 $5 000 00
$ 30 00 S.,050 00
$ 120 00 $8 ,400 00
$ 3 .00 $31 .500 00
$ 20000 $5,000 00
$ 2 .00 $5,000 00
2 .50 $35 .000 00
$ 6 50 S.35 ,500 00
$ 400.00 S.00 00
$ 500.00 $500 00
$ 250.00 $14 ,000 00
$ 250.00 $250 00
$ 200.00 $200 00
s 250 00 $8 ,250 00
$ 250.00 $250 00
s 100.00 $1 ,500 00
$ 4 .50 $1 575 00
$ 4 .50 $1 ,575 00
$ 50000 $1 ,500 00
$1 ,015 ,000.00
Project: HMAC SURFACE OVERLAY 2009-6 AT VARIOUS LOCATIONS
TPW Project Number: 01314
Bid Date: APRIL 9 ,2009
Advertised: March 12, 2009
WORKING DAYS 150
UNIT QTY DESCRIPTION
2 EA Sign-Protect Designation -Install
L S Utility Adjustment -Repair
6,100 L F Curb & Gutter -Replace
300 L F Curb and Gutter -7 Inch wl18 lnd1 Gutter-Install
2,300 SF Driveway -6 tnch -Replace
100 SF Driveway-6 Inch -Replace (exposed aggregate)
100 S F Install New 6-lnch Concrete Driveway
100 SF Walk -4 Inch -Replace
100 SF Walk -4 Inch -Replace (exposed aggregate)
100 SF Walk -4 Ft -Install
1,500 SF Walk-ADA Wheelchair Ramp -Replace
400 SF Walk-ADA Wheelchair Ramp -Install
110 SY Pavement -Valley Gutter -Replace
110 SY Pavement -Valley Gutter -Install
EA Inlet-Top of 5 Ft Drainage Inlet -Replace
1 EA Inlet-Top of 10 Ft Drainage Inlet -Replace
100 LF Pipe-Sub Drain~ Inch Perforated -Install
47 ,000 SY Pavement-8 Inch-Pulverization -Rehab
615 TON Pavement-Cement Modification-26 lb/sy -Install
50 CY Pavement-Unclassified Street Excavation -Remove
50 CY Subgrade-Crvshed limestone For M isc Placement -tnstaU
135 CY Subgrade -Replace (Asphalt Base Repair)
70 TON Pavement-HMAC Level Up -Install
10 ,500 LF Pavement-2 Inch to O Inch Wedge Miling Depth 5 .0 Ft Wide-Install
25 EA Pavement-Butt Joint-Milled -Install
2,500 SY Pavement-2 Inch Surface Milling -Install
14 .000 LF Pavement-Crack Sealing -Install {of Existing Pavement)
67 ,000 SY Pavement-2 Inch-Surface Course-Type O M ix -Install
EA Speed Hump-Stnping On Speed Cushion -Install (30' Wide Street)
1 EA Speed Hump-Stnping On Speed Cushion -Install {40' Wide Street)
56 EA Valve Box -Adj ustment Wth Steel Riser
EA Valve Box -AdJustmenl With Conaete Collar
1 EA Meter Box -Adjustment
33 EA Manhole -Adjustment W ith Steel Riser
EA Manhole -Adjustment Concrete Collar
15 EA Painting House Addresses
350 SY St . Augustme Grass Sod
350 SY Bermuda Grass Sod
EA Re-Mob,hzat,on
TOTAL
___ •. ·~· .., ... , ", ,v1~ f\.J"ljLJ ruHLIL WORKS
BID TAB ULA TION
3
Dirtco dba Styles Contracting
5625 Egg Farm Rd, Ste 1120
Keller, TX 76248
817-379-3200
UNIT PRICE BID
$ 20000 $ 400.00
$ 6,000 .00 $ 6 ,000 00
$ 19 .00 $ 115,900.00
$ 18 .00 $ 5.400 00
$ 5 .75 $ 13,225.00
$ 7 .75 $ 77500
$ 5 .00 $ 50000
$ 5 .00 $ 500 .00
$ 7.10 $ 71000
$ 4 .50 $ 450.00
$ 8 .40 $ 12,600 00
$ 7.35 $ 2 ,940.00
s 75 .60 $ 8 ,316 .00
s 75 .60 $ 8 .31600
$ 1,800 .00 $ 7 ,200.00
$ 2,200 .00 $ 2 ,20000
$ 7.50 $ 750 .00
s 2.85 $ 133,950.00
$ 125 .50 $ 77 ,182 .50
$ 25 .00 $ 1,25000
25 00 $ 1,250 00
125 .00 $ 16,875 00
$ 65 .00 $ 4 ,550 00
$ 1.00 $ 10,500 00
$ 225 .00 $ 5 .625.00
$ 1.75 $ 4 ,375 00
$ 1.00 $ 14 ,000 00
$ 8.10 $ 542 ,700 00
$ 1,900 .00 $ 1,900 00
$ 2,350 .00 $ 2 ,350 00
$ 160.00 $ 8 ,960 00
$ 235 .00 $ 235 00
s 50 .00 $ 5000
263 .00 $ 8 ,679.00
$ 368.00 $ 368 00
$ 10.00 $ 150.00
$ 4.00 $ 1,400 00
$ 4.00 $ 1,400 00
s 500 .00 $ 1,500 .00
$ 1,025,431 .50
4
UNIT PRICE BID
200 00 $ 40000
s 6,000 00 $ 6 ,000 00
$ 22 .00 $ 134,200.00
$ 20 .00 s 6 ,000 00
$ 600 $ 13,800 00
$ 500 s 500 .00
$ 6 .00 $ 60000
$ 6 00 s 60000
$ 600 $ 600 00
$ 600 $ 60000
$ 10 .00 $ 15,000 00
$ 5.25 s 2 .100 00
s 68 .50 $ 7 ,535 00
$ 55 00 $ 6 .050 00
$ 80000 $ 3 .200.00
$ 1,000 00 s 1,000 00
$ 3 00 s 300 00
$ 3 25 s 152.750.00
$ 14000 s 86,100 00
$ 40 00 s 2 ,000 00
$ 45 00 s 2 .2 50 00
$ 90.00 $ 12,150 00
110 00 s 7,700 00
1 70 $ 17,850 00
250 00 s 6 .250 00
s 2 00 s 5 .000 00
0 90 s 12 ,600 00
$ 8 91 s 596 .970 00
$ 1,250 00 s 1.250 00
1,500 00 s 1.500 00
300 00 $ 16.80000
$ 300 00 s 30000
$ 35 00 $ 35.00
30000 $ 9 .900.00
400.00 s 400.00
$ 1500 s 22500
$ 5 .00 $ 1,750 00
$ 5 .00 $ 1,750 00
$ 50000 s 1,500 00
$ 1,135 ,515 .00
Project: HMAC SURFACE OVERLAY 2009-6 AT VARIOUS LOCATIONS
TPW Project Number: 01314
Bid Date : APRIL 9 ,2009
Advertised: March 12, 2009
WORKING DAYS 150
UNIT QTY DESCRIPTION
2 EA Sign-Project Designation -Install
1 LS Utilrty AdJustment -Repair
6,100 LF Curb & Gutter -Replace
300 LF Curb and Gutter -7 Inch w/18 Inch Gutter -Install
2,300 SF Driveway -6 Inch -Replace
100 SF Driveway-6 Inch -Replace (exposed aggreoate}
100 SF Install New 6-lnch Concrete Driveway
100 SF Walk -4 Inch -Replace
100 SF Walk -4 Inch -Replace (ekpOsed aggregate)
100 SF Walk -4 Ft -Install
1,500 SF Walk-ADA Wheelchair Ramp -Replace
400 SF Walk-ADA Wheelchair Ramp -Install
110 SY Pavement • Valley Gutter -Replace
110 SY Pavement -Valley Gutter -Install
4 EA Inlet-Top of 5 Fl Drainage Inlet -Replace
EA Inlet-Top of 10 Fl Drainage Inlet -Replace
100 LF Pipe-Sub Drain~ Inch Perforated -Install
47,000 SY Pavement-8 lnch-Pulvenzation -Rehab
615 TON Pavement-Cement Modification-26 lb/sy -Install
50 CY Pavement-Undasslfted Street Excavation -Remove
50 CY Subgrade-Crushed Limestone For Mtsc Pl acement -Install
135 CY Subgrade -Replace (Asphalt Base Repa ir)
70 TON Pavement-HMAC Level Up -Install
10,500 LF Pavement-2 Inch to O Inch Wedge Miling Depth 5.0 Ft W ide-Install
25 EA Pavement-Butt Joint-Milled -Install
2,500 SY Pavement-2 Inch Surface Milling -Install
14 ,000 LF Pavement-Crack Sealing -Install (of Ex1st1ng Pavement)
67 ,000 SY Pavement-2 Inch-Surface Course-Type O Mix -Install
EA Speed Hump-Striping On Speed Cushion -Install (30' Wide Street)
1 EA Speed Hump-Stnping On Speed Cushion -Install (40' Wide Street)
56 EA Valve Box -Adjustment Wth Steel Riser
EA Valve Box -Ad1ustment Wrth Concrete Collar
1 EA Meter Box -Adjustment
33 EA Manhole -Adjustment With Steel Riser
EA Manhole -Adjustment Concrete Collar
15 EA Painting House Addresses
350 SY St Augustine Grass Sod
350 SY Bermuda Grass Sod
3 EA Re-Mobihzation
TOTAL
• ""'""'• vn.t 1' l lU!"'I A l"'I U l'UHLIL WORKS
BID TABULATION
5
Peachtree Construction, Ltd
5801 Par1< Vista Cir
Keller, TX 76248
817-741-4658
UNIT PRICE BID
$ 200 .00 s 400.00
$ 6,000 .00 s 6 ,000.00
$ 22 .00 $ 134,200.00
$ 25 .00 $ 7 ,500.00
$ 8 .50 $ 19,550.00
s 20.00 s 2 ,000.00
$ 150.00 $ 15,000.00
$ 10.00 s 1 ,00000
$ 10.00 s 1 ,000.00
$ 3 .50 $ 350.00
$ 25.00 $ 37,500 00
$ 20 .00 $ 8 ,000.00
$ 90 00 $ 9 ,900.00
$ 80.00 $ 8 ,800.00
$ 3,500 .00 s 14,000.00
$ 5 ,000 .00 $ 5 ,000.00
$ 17 .00 $ 1,700.00
$ 2.20 s 103,400.00
$ 125 .00 $ 76,875.00
$ 25 .00 $ 1 ,250.00
$ 106 .00 $ 5 ,300.00
$ 215 .00 $ 29,025 00
$ 90 .00 $ 6 ,300.00
$ 1.50 s 15,750.00
$ 200 .00 $ 5 ,00000
$ 1.65 s 4 ,125 00
$ 0.50 $ 7 ,00000
$ 12 .60 $ 844,200.00
$ 1,500.00 $ 1 ,500 00
$ 2,000.00 $ 2 ,000.00
$ 105.00 $ 5 ,880.00
$ 250.00 $ 250 00
$ 150 .00 $ 150 00
$ 185.00 $ 6 ,105.00
$ 450.00 $ 45000
$ 25.00 $ 375.00
$ 6.00 $ 2,100.00
$ 6.00 $ 2 ,100 00
$ 500.00 $ 1,500.00
s 1,392,535.00
UNIT PRICE
$
$
$
$
$
s
s
s
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
6
Advanced Pa ving Co
2257 Joe Field Rd
Dallas, TX 75229
972-245-0000
BID UNIT PRICE
200.00 s 40000 $ 200 .00
6,000.00 $ 6 ,00000 6 ,000 00
24 .75 s 150,975 00 25 .00
24 .75 $ 7.425 00 $ 24 .00
7.15 $ 16.445 00 s 6 .50
8 .80 $ 88000 s 11 .00
8 .80 s 88000 s 7 00
5 .50 s 55000 s 500
7 .70 $ 770 00 $ ,, 00
5 .50 $ 55000 $ 5 00
13 .20 $ 19,800 00 $ 17.00
12 .10 $ 4 .840 00 $ 17.00
79.20 $ 8 .712 00 80 .00
79 .20 $ 8 .712 00 $ 8000
1,500.00 $ 6 ,00000 $ 1,200 00
2,000 .00 s 2 .00000 $ 1,500 .00
3.00 $ 30000 $ 18 .00
4 .23 $ 198,810 00 2 50
130 .00 $ 79,950 00 $ 140 .00
25 .00 $ 1,250 00 $ 30 00
30 .00 $ 1 .500 00 $ 30 .00
162 .00 $ 21 ,8 70 00 $ 250 00
90.00 $ 6 ,300 00 150 00
H2 $ 14,910 00 $ 2 10
220 .00 $ 5 ,500 00 $ 250 00
1.82 $ 4 ,550 00 $ 2 60
0.40 $ 5 .600 00 $ 0 50
8 .65 $ 579,550 00 $ 8 81
2 ,500.00 s 2 ,500 00 $ 1,400.00
3,000 .00 $ 3 ,000 00 $ 1,500.00
150.00 $ 8 ,400 00 $ 160.00
200.00 $ 200 00 $ 300 .00
50.00 s 50 00 $ 40 .00
250.00 s 8 ,250 00 $ 300 00
350.00 $ 350 00 $ 400 00
26 .00 $ 390 00 $ 50.00
5 .00 $ 1 ,750 00 $ 4 .00
5 .00 $ 1 ,750 00 4 .00
500.00 $ 1 ,500 00 $ 500.00
s 1,183,169.00
Project: HMAC SURFACE OVERLAY 2009-6 AT VARIOUS LOCATIONS
TPW Project Number: 01314
Bid Date: APRIL 9,2009
Advertised : March 12, 2009
WORKING DAYS 150
UNIT QTY DESCRIPTION
2 EA Sign-Projed Designation -Install
LS Utility Adjustment -Repair
6.100 LF Curb & Gutter -Replace
300 LF Curb and Gutter -7 Inch w/18 Inch Gutter -Install
2.300 SF Driveway -6 Inch -Replace
100 SF Driveway-6 Inch -Replace (exposed agoregate)
100 SF Install New 6-lnch Concrete Driveway
100 SF Walk -4 Inch -Replace
100 SF Walk • 4 Inch -Replace (exposed aggregate)
100 SF Walk -4 Ft -Install
1,500 SF Walk-ADA Wheelchair Ramp -Replace
400 SF Walk-ADA Wheekhair Ramp -Install
110 SY Pavement -Valley Gutter -Replace
110 SY Pavement -Valley Gutter -Install
4 EA Inlet-Top of 5 Ft Drainage Inlet -Replace
EA Inlet-Top of 10 Ft Drainage Intel -Replace
100 LF Pipe-Sub Ora in-6 Inch Perforated -Install
47 ,000 SY Pavement-8 lnch-PulverizaHon -Rehab
6 15 TON Pavement-Cement Modificatton-26 lb/sy -Install
50 CY Pa vement-Undassifted Street Excavation -Remove
50 CY Subgrade-Crushed Limestone For Misc.P1acement -Install
135 CY Subgrade -Replace (Asphalt Base Repair)
70 TON Pavement-HMAC Level Up -Install
10 .500 LF Pavement-2 Inch to O lndi Wedge Miling Depth 5.0 Ft Wide-Install
25 EA Pavement-Butt Joint-Milled -In stall
2,500 SY Pavement-2 Inch Surface M illing -Install
14,000 LF Pavement-Crack Sealing -Install {of Existing Pavement)
67,000 SY Pavement-2 Inch-Surface Course-Type D Mix -Install
EA Speed Hump-Stnping On Speed Cushion -Install (30' Wide Street)
EA Speed Hump-Stri ping On Speed Cushion -Install <•o· Wide Street)
56 EA Valve Box -Adjustment 'Nth Steel Riser
EA Valve Box -Adj ustment With Concrete Cotler
1 EA Meter Box -Adjustment
33 EA Manhole -Adjustment With Steel Riser
EA Manhole -Adjustment Conaete Collar
15 EA Painting House Addresses
350 SY St. Augustine Grass Sod
350 SY Bermuda Grass Sod
EA Re-Mobilization
TOTAL
-···~••v" ,u,u ruHLIL WORKS
BID TA BULA TION
7
Austin Bridge & Road, L.P.
6330 Commerce Drive, Suite 150
Irving, Texas 75063
214-596-7300
BID UNIT PRICE
$ 400.00 s 200 .00
$ 6 ,000.00 s 6 ,000 .00
$ 152,500.00 s 28 00
$ 7 ,200.00 s 25 00
$ 14,950.00 s 7 00
$ 1,100.00 s 11 00
$ 700.00 s 7.00
$ 500.00 s 7.00
$ 1,100.00 s 1000
$ 500.00 s 5.00
$ 25,500.00 s 18 .00
$ 6 ,800.00 s 18 00
$ 8 ,800.00 s 90 .00
$ 8 ,800.00 s 9000
$ 4 ,800.00 s 1,200.00
$ 1,500.00 s 1.500 .00
$ 1 ,800.00 26.00
$ 117,500.00 s 4.20
$ 86,100.00 s 140 00
$ 1,500.00 s 2600
$ 1,500.00 s 45.00
$ 33,750.00 s 200 .00
$ 10,500.00 s 100 00
$ 22,050.00 s 140
$ 6 ,250.00 s 210 00
$ 6 ,500.00 s 1 70
$ 7 ,000.00 s 0 .60
$ 590,270.00 11 55
$ 1,400.00 1.400.00
$ 1 ,500.00 1.700 00
$ 8 ,960.00 s 55 00
$ 300.00 s 1.000 .00
$ 40.00 s 50 .00
$ 9 ,900.00 s 150.00
$ 400.00 s 1.300 00
$ 750.00 s 30 .00
$ 1,400.00 s 6 .00
$ 1,400.00 s 6 00
$ 1,500.00 s 50000
$ 1,153,420.00
8
APAC -Texas, Inc
PO Box 1807
Fort Worth, TX 76101
817-336--0521
BID
$ 400.00
$ 6 ,000 00
$ 170.80000
$ 7.500 00
$ 16.100 00
$ 1 ,10000
$ 70000
$ 70000
$ 1 .000.00
$ 500 00
$ 27,000 00
$ 7.200 00
$ 9 ,900 00
$ 9 .900.00
$ 4 .800.00
$ 1.500 00
$ 2 .600 00
$ 197.400 00
$ 86.100 00
$ 1.300 00
$ 2 .250.00
$ 2 7.000 00
$ 7.000 00
$ 14 .700.00
$ 5 .250.00
$ 4 .250 00
$ B.400.00
$ 773.650.00
$ 1.400 00
$ 1.700 00
$ 3 .080 00
$ 1.000 00
$ 5000
$ 4 .950 00
$ 1.300 00
$ 450.00
$ 2 ,100 00
$ 2 .100 00
$ 1.500 00
$ 1,414,830 .00
SPECIAL PROVISIONS
FOR: H.M.A.C. SURFACE OVERLAY (2009-6)
AT VARIOUS LOCATIONS
CITY PROEJCT NO. 01314
TPW PROJECT NO. C293-541200-209620131483
1. SCOPE OF WORK:
The work covered by these details and specifications consists of the removal (only) of all existing
traffic buttons, removal and replacement of existing concrete curb and gutter and driveways and
existing base repair and the addition of a new surface layer of H .M.A.C. for those streets designated
as Mill Overlay (MOL). For those streets designated as Pulverized Overlay (POL), the work consists
of the same removal and replacement items as described above , surface & base rehabilitation of
existing pavement with cement and the addition of a new surface layer of H.M.A.C . These items are
described in the Special Provisions of these specifications. The work also consists of all other
miscellaneous items of construction to be performed as outlined in the details and specifications
which are necessary to satisfactorily complete the work.
The Contractor shall mobilize within ten (10) working days of the notice g iven by the Con struction
Engineer for any locations . If the contractor fails to begin the work within ten ( I 0) working days, a
$200 dollars liquidated damage will be a ssessed per block per day.
It shall be the responsibility of the prospecti ve bidder to visit the project sites 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 prov iding ingress
and egress to adjacent private and public properties , procedures for protecting ex isting
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.
For street locations see list at the back of this document. At the sole discretion of the City, the
City reserves the right to add , delete or substitute streets in this contract. The City also reserves
the r ight to increase or decrease quantities of indi v idual pay items within the contract pro v ided
that the total contract amount remains within plus or minus (±) 25 % of the contract award. The
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contractor is not entitled to any additional compensation or renegotiation of individual pay item
bid prices.
All short turnouts that intersect with a street to be repaired shall be included in this contract, even
though they may not be listed with the street locations at the back of this document due to their size .
The contractor shall verify these locations with the Construction Engineer prior to construction. The
construction of these turnouts includes; but, is not limited to, milling , cleaning, tack coating,
overlaying and facility adjusting.
Total quantities given in the bid proposal may not reflect actual quantities, but represent the best
estimate based on a reasonable effort of investigation; however, they are given for the purpose of
bidding on and awarding the contract.
2. AW ARD OF CONTRACT:
Contract will be awarded to the lowest responsible bidder.
3. SUBMITT ALS 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.
4. 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 .
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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 five working
day period is required for the rescheduling of a final inspection.
The Contractor also agrees to complete the final punch list within ten ( 10) working days after
receiving it. If the Contractor fails to complete the work within ten (10) working days, the counting
of the number of days to complete the Contract will resume and liquidated damages shall be charged ,
as outlined in Part I, 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.
5. EARLY WARNING SYSTEM FOR CONSTRUCTION:
Time is of the essence in the completion of this contract. In order to insure that the contractor is
responsive when notified of unsatisfactory performance and/or of failure to maintain the contract
schedule , the following process shall be applicable:
The work progress on all construction projects will be closely monitored. On a bi-monthly basis
the percentage of work completed will be compared to the percentage of time charged to the
contract. If the amount of work performed by the contractor is less than the percentage of time
allowed by 20% or more ( example: I 0% 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 days from the date that the letter is
received , it provide sufficient equipment, materials and labor to ensure
completion of the work within the contract time. In the event the contractor
receives such a letter, the contractor shall provide to the City an updated
schedule showing how the project will be completed within the contract time.
B . The 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.
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C. Any notice that may, in the City's sole discretion , is required to be provided 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.
6. 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.
7. CONSTRUCTION SPECIFICATIONS:
This contract and project are governed by the two following published specifications, except as
modified by these Special Provisions :
ST AND ARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-CITY
OF FORT WORTH and STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION-NORTH CENTRAL TEXAS. General Provisions shall be those of the Fort
Worth document rather than Division I of the North Central Tex as 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 specifi c ations 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.
8. 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 full y execute contract w ithout retaining contract documents
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intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract
as appropriate and as determined by the Director of the Transportation and Public Works Department.
9. 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 Ci v il Statues, pertinent sections being Section Nos. 27 , 29 , 30 and
31.
A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic
Engineer @ 817-3 92-8712 at least 10 working 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 of
regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the
requirements of the above referenced manual and such temporary sign must be installed prior to the
removal of the permanent sign . If the temporary sign is not installed correctly or if it does not meet
the required specifications, the permanent sign shall be left in place until the temporary sign
requirements are met. When construction work is completed to the extent that the permanent sign
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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 (prim arily arteri a ls) durin g "peak traffic
periods (7 a.m . to 9 a .m . and to 4 p .m . to 5 p .m.)"; or, as determined by the City Traffi c 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
properl y barricaded/fenced to prevent public entry.
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/fl y er of the pending construction to the front door of each re s id ence or bu s iness
that will be impacted by construction.
The notice/fly er shall be posted three (3) working day s prior to beginnin g 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/fly er is included in the contract documents. The Electronic vers ion of the
notice/flyer can be obtained from the Office of the Transportation and Public Works Department
(817) 392-2729
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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 again. 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 (Jess 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.
13. DELAYS:
The Contractor shall receive no compensation for delays or hindrances to the work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City . When such extra compensation
is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by
him found correct shall be approved and referred by him to the Council for final approval or
disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by
specific orders given by the Engineers to stop work, or by the performance of extra work, or by the
failure of the City to provide material or necessary instructions for carrying on the work, then such
delay will entitle the Contractor to an equivalent extension of time, his application for which shall ,
however, be subject to the approval of the City and no such extension of time shall release the
Contractor or the surety on his performance bond from all his obligations hereunder which shall
remain in full force until the discharge of the contract.
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14. DETOURS AND BARRICADES:
The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to
traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project
area. Contractor shall protect construction, as required by Engineer, by providing barricades .
Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and
Warning and /or Detour Signs", Item 524, and/or as shown on the plans .
Construction signing and barricades shall conform with the latest edition of the "Texas Manual on
Uniform Traffic Control Devices, Vol. No. I".
15. DISPOSAL OF SPOIL/FILL MATERIAL:
Prior to the disposing of any spoil /fill material, the Contractor shall advise the Director of the
Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator
("Administrator"), of the location of all sites where the contractor intends to dispose of such material.
Contractor shall not dispose of such material until the proposed sites have been determined by the
Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth
(Ordinance No . I 0056) and a flood plain permit issued. All disposal sites must be approved by the
Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood
plain permit can be issued upon approval of necessary engineering studies. No fill permit is required
if disposal sites are not in a flood plain . Approval of the Contractor's disposal sites shall be
evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or
by a Flood Plain Fill Permit authorizing fill within the flood plain . Any expenses associated with
obtaining the fill permit, including any necessary engineering studies, shall be at Contractor's
expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit
or a letter from the Administrator approving the disposal site, upon notification by the Director of the
Department of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose
of such materials in accordance with the Ordinance of the City and this section .
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:
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During the construction of this project, the Contractor shall comply with present zonmg
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 . IO 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.
19. SAFETY RESTRICTIONS -WORK NEAR IDGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
(I) 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 v ehicles such as cranes,
derricks , power shovels , drilling rigs , pile dri v ers, hoisting equipment or similar apparatus .
The warning sign shall read as follows:
"WARNING --UNLAWFUL TO OPERA TE THIS EQUIPMENT WITHIN SIX FEET OF
HIGH VOLT AGE 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 connection s .
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(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 in v olving 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.
Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that City shall , until the expiration of three (3) years after final payment
under the subcontract, have access to and the right to examine any directly pertinent books ,
documents , papers and shall be provided adequate and appropriate work space , in order to conduct
audits in compliance with the provisions of this article together with Article VI. City shall give
the subcontractor reasonable advance notice of intended audits.
Contractor and subcontractor agree to photocopy such documents as may be requested by City .
City agrees to reimburse Contractor and /or subcontractor for the cost of copies at the rates as
contained in the Texas Administrative Code at the time payment is made .
21. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
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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 Joss, 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.
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
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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".
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
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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. WORKING DAY:
A working day is defined as a calendar day , not including Saturdays, Sundays, and legal holidays, in
which the weather or other conditions not under the control of the Contractor permit the performance
of the principal unit of work for a period of not less than seven (7) hours between 7:00 A.M. and 6:00
P.M., with exceptions as permitted by the Engineer .
30. QUALITY CONTROL TESTING:
(a) The contractor shall furnish, at its own expense , certifications by a pri vate 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.
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(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.
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 -REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY
LANE TAPE:
The Contractor shall be responsible for the documentation of all street markings prior to the
removal and disposal of the pavement markings .
All traffic buttons shall be removed from the existing asphalt surface before resurfacing begins . The
contractor shall be responsible for the removal and disposal of all buttons and markings . Upon
completion of the job the City will install new buttons after proper notification .
The contractor shall also be responsible for all materials, equipment and labor to place temporary
adhesive lane marking tape to control and direct traffic in the same way as they were prior to start of
construction . Any corrective action required on the temporary lane markings shall be the total
responsibility of the Contractor and at no extra cost to the City.
The contractor shall notify the Construction Engineer and T/PW Traffic Services to arrange for the
replacement of the buttons and adhesive lane markers (arrows, etc .). All costs to the contractor shall
be figured as subsidiary to this contract.
NON-PAY ITEM No. 3 -LOCATION AND EXPOSURE OF MANHOLES AND WATER
VALVES:
The contractor shall be responsible for locating and marking previously exposed manholes , water
valves and any other utility cover in each street of this contract before the resurfacing process
commences for a particular street. The method used to document locations shall be one in which the
covers can be found exactly the first time. Proof of documentation must be provided to the assigned
inspector prior to start of any overlay process.
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-
The contractor shall attempt to include the Construction Engineer or his designee (if
available) in the observation and marking activity. In any event, a street shall be completely
marked a minimum of two (2) working days before resurfacing begins on the street. Marking
the curbs with paint may be allowed if and only if a water base paint is used.
It shall be the contractor's responsibility to notify the utility companies that he has
commenced work on the project. As the resurfacing is completed (within same day), the
contractor shall locate the covered manholes and valves and exposed and clean them. Upon
completion of a street the contractor shall notify the utilities of this completion and indicate
the start of the next one in order for the utilities to adjust facilities accordingly. The following
are utility contact persons:
Company
SBC -Telephone
TXU Electric Delivery:
Downtown
Other than Downtown
Atmos Energy (Gas)
CFW -Stre et Light
CFW -Light Signal
CFW -Pavement Marking
CFW -Storm Drain
CFW-Water
CFW-Sewer
Telephone Number
81 7-338-6202
214-384-3 732 Cell
81 7-215-6424
817-215-6688
81 7-215-4366
469-261-2314 Cell
817-392-77 38
817-392-253 8
81 7-392-2535
81 7-392-810 7
81 7-392-5196
817-212-2699
81 7 -925-2360 C ell
81 7 -212-2699
81 7 -944-8399 Cell
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Contact Person
Mr. Gary Tillory
Mr. Scott King
Mr . Robert Martine x
Mr . John Crane
Mr . James Turn er
Mr. Frank Brock
Mr. Monte Wilson
Mr. Chuck Snyder
Mr . Rodney Smithey
Mr . Roger Hauser
Mr. Rick Davis
Of course, under the tenns of this contract, the contractor shall complete adjustment of the stonn
drain and Water Department facilities, one traffic lane at a time within seven (7) working days after
completing the laying of proposed H.M.A.C. overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may result in the shut down of the
resurfacing operation.
The contractor shall be responsible for all materials, equipment and labor to perfonn a most accurate
job and all costs to the contractor shall be figured subsidiary to this contract.
NON-PAY ITEM NO. 4 -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
Forestry Office at (817) 871-5738. 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. 5-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.
SP-16
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The Contractor shall be aware that keeping the project site in 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
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) working 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. 6 -CRACK SEALING:
All cracks that develop after completion of the street resurfacing and until the end of the 2-year
warranty period shall be crack sealed with Rubber Asphalt Crack Sealer, as per the latest edition
of the TxDOT Specifications for Construction and Maintenance of Highways , Streets , and
Bridges, Item 300, "Asphalts, Oils , and Emulsions".
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. 7 -STORM DRAIN INLET PROTECTION:
SP-17
All pulverization and overlay streets with storm drain inlets shall use inlet protection for sediment
control, in accordance with the Standard Specifications for Public Works Construction-North
Central Texas.
The contractor shall be responsible for all materials, equipment and labor to perform a most accurate
job and all costs to the contractor shall be figured subsidiary to this contract.
NON-PAY ITEM NO. 8 -NO PAVING WORK ON SOLID WASTE WEEKLY PICK-UP
DAY
In order to eliminate potential rutting of the pavement from solid waste trucks while paving
operations are underway, the contractor shall schedule construction on all the identified project
streets such that no paving activities are scheduled on the weekly solid waste pick-up day for each
street. The solid waste weekly pick-up day for each project street is identified on the "STREET
BY STREET PA YING QUANTITY DETERMINATION SPREADSHEET" located at the end of
the contract documents .
On the spreadsheet, the solid waste weekly pick-up is listed as the day of the week; see "Garbage,
Recycling, Yard Trimmings & Brush Weekly Pickup". No paving activities shall be scheduled on
this day. The Contractor will be allowed to construct concrete flatwork on solid waste weekly
pick-up day .
Also on the spreadsheet, the solid waste monthly pick-up is listed as the week of the month ; see
"Monthly Pickup of Bulky Items". During this week, the day of pick up varies from Monday to
Saturday afternoon. The Contractor will be allowed to pave the week of the solid waste monthly
pickup.
The Contractor, however, will be responsible for any coordination with the City Environmental
Department regarding when the monthly pickup day occurs . If new pavement is damaged by the
solid waste monthly pickup trucks due to the contractor's failure to adhere to the procedure
outlined above; then , the Contractor shall be solely responsible for any repairs required.
Assessment of damage will be determined by the Construction Engineer, or, his authorized
representative .
The weekly and monthly solid waste pick up schedules are hereby provided for bidding purpose
and use by the selected contractor during construction.
SP-18
All cost associated with scheduling pavement installation around "solid waste pick-up days" shall
be considered incidental to the project contract amount and no additional compensation shall be
allowed.
NON-PAY ITEM NO. 9 -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 ten ( I 0)
working days . If the Contractor is not in agreement, then the Contractor is required to, within
five (5) working days, arrange a field trip with the assigned inspector to show proof of the
difference .
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 Adjustments:
SP-19
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.
Contractor shall immediately cap th e broken sprinkler system lin es, and must notify th e in spector
prior to replacements.
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 .
PAY ITEM NO. 3 -Remove and Replace Concrete Curb & Gutter:
This item shall include the removal and replacement of all failed existing curb and gutter in sections ,
as designated by the Construction Engineer with same day haul-off of the removed material to a
suitable dumpsite .
For specifications governing this item, see City Standard Specifications, Item No. I 04 "Removing
Old Concrete", Item No . 502 "Concrete Curb and Gutter", and Drawing Nos . S-S2 through S-SSB.
Pay limits for laydown curb and gutter are as shown in Drawing No. S-SS of the Standard
Specifications. Contractor shall sawcut the curb and gutter and/or pavement prior to removal.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days.
Included , and figured subsidiary to this unit price, will be the required sawcut excavation , as per
specification Item No . I 06 "Unclassified Street Excavation", into the street to aid in the construction
of the curb and gutter. The pay limit will be 9-inch out from the gutter lip . The street void shall be
SP-20
filled with H.M.A.C. T y pe "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highway s, Streets, and
Bridges" Item Nos. 300 "Asphalts , Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Contractor shall backfill behind the curb within five (5 ) working days of pouring the curb and
gutter, if the contractor fails to complete the work within five (5) working days, a $100 dollar
liquidated damage will be assessed per block per day . Required backfilling shall be at finishing
grade and shall be completed in order for the curb and gutter to be accepted and measured as
completed , top soil as per specification Item No. 116 "Top Soil", if needed , shall be added and
leveled to finishing grade. Cost of back filling, top soil, and grading 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.
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) working days from the date of the
concrete work (curb and gutter, driveways , valley gutter, sidewalk) completion of any street, and for
those streets designated as Pulverize Overlay (POL) on the street list in the back of this contract
document book, the pulverization of the existing pavement shall begin within fourteen (14) working
day s from the date of the concrete work (curb and gutter, driveways , valley gutter, sidewalk)
completion of any street. If the contractor fails to begin the work w ithin fourteen ( 14) working days,
a $100 dollar liquidated damage will be assessed per block per day .
The unit price bid per linear foot shall be full compensation for all materials, labor , equipment and
incidentals necessary to complete the work.
PAY ITEM NO. 4 -New Concrete Curb & Gutter:
This item shall include the construction of new standard concrete curb and gutter with same day
haul-off of the removed material to a suitable dumpsite .
For specifications governing this item , see City Standard Specifications item No. 502 "Concrete Curb
and Gutter", and Drawing Nos. S-S2 through S-S5B . Pay limits for laydown curb and gutter are as
shown in Drawing No. S-S5 of the Standard Specifications . Contractor shall sawcut the curb and
gutter and/or pavement prior to removal.
SP-21
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days.
Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per
specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction
of the curb and gutter. The pay limit will be 9-inch out from the gutter lip. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways , Streets, and
Bridges" Item Nos . 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Contractor shall backfill behind the curb within five (5) working days of pouring the curb and
gutter, if the contractor fails to complete the work within five (5) working days, a $100 dollar
liquidated damage will be assessed per block per day . Required backfilling shall be at finishing
grade and shall be completed in order for the curb and gutter to be accepted and measured as
completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and
leveled to finishing grade . Cost of back filling , top soil, and grading 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.
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) working days from the date of the
concrete work (curb and gutter, driveways , valley gutter, sidewalk) completion of any street, and for
those streets designated as Pulverize Overlay (POL) on the street list in the back of this contract
document book, the pulverization of the existing pavement shall begin within fourteen (14) working
days from the date of the concrete work (curb and gutter, driveways , valley gutter , sidewalk)
completion of any street. If the contractor fails to begin the work within fourteen (14) working days,
a $100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
PAY-ITEM No. 5 -Remove and Replace 6-Inch Concrete Driveway:
PAY-ITEM No. 6 -Remove and Replace 6-Inch Exposed Aggregate Driveway:
Pay items No. 5 and No . 6, 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
SP-22
......
where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off
of the removed material to a suitable dump site.
For specifications governing these items, see City Standard Specifications Item No. I 04 "Removing
Old Concrete" and Drawing Nos . S-S5, and Item No. 504" Concrete Sidewalk and Driveways". Pay
limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications.
Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway
removal
Concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days . Exposed concrete aggregate driveway surface shall be seeded with
pea gravel.
Exposed concrete aggregate wash off water is silty , high in alkalinity and may contain harmful
chemicals; therefore, wash off water shall not be discharged into storm sewers and drainage
ditches or streams .
Temporary expansion joint board at driveway approach edge shall be used to dam off wash water
from entering street gutter . Temporary catch basin sealed with impervious diaphragm sump shall
be used to collect all wash water until off site disposal is obtained, or, unless otherwi se directed
by the Engineer or his authorized representative .
Included , and figured subsidiary to this unit price , will be the required sawcut excavation , as per
specification Item No . I 06 "Unclassified Street Excavation", into the street to aid in the construction
of the driveway. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled
with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's
"Standard Specifications for Construction and Maintenance of Highways , Streets, and Bridges" Item
Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense-Graded
Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities .
Contractor shall backfill around the driveway within five (5) working days of pouring the
driveway, if the contractor fails to complete the work within five (5) working days , a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
grade and shall be completed in order for the driveway to be accepted and measured as completed,
top soil as per specification Item No . 116 "Top Soil", if needed, shall be added and leveled to
finishing grade. Cost of back filling , top soil, and grading shall be included in this pay item.
SP-23
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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.
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 No. 7 -New 6-Inch Concrete Driveway:
This item shall include the construction of new standard concrete driveway s, as designated by the
Construction Engineer with same day haul-off of the removed material to a suitable dump site.
For specifications governing these item, see City Standard Specification Item No . 504 " Concrete
Sidewalk and Driveways", Drawing Nos. S-S5 , and Pay limits for concrete driveway are as sho w n in
Drawing No. S-S5 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 pe r
square inch in seven (7) days . Exposed concrete aggregate driveway surface shall be seeded w ith
pea grav el.
Included , and figured subsidiary to this unit price, will be the required sawcut excavation , as per
specification Item No . 106 "Unclassified Street Excavation", into the street to aid in the construction
of the driveway . The pay limit will be 9-inch out from the gutter lip. The street void shall be filled
with H .M .A.C. Type "D" mix (PG 64-22) in accordance with all applicable prov isions of TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item
Nos . 300 "Asphalts , Oils , and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense-Graded
Hot-Mi x Asphalt (Method)" (referenced) and compacted to standard densities.
Contractor shall backfill around the driveway within fi ve (5) working days of pouring the
dri veway, if the contractor fails to complete the work within fi ve (5) working days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
grade and shall be complete d in order for the dri ve way to be accepted and measured as completed,
top soil as per specification Item No. 116 "Top Soil", if needed , shall be added and leveled to
fini shin g grade. Cost of back filling , top soil , and gradin g shall be included in this pay item .
SP-24
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 .
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 NO. 8 -Remove and Replace 4-Inch Concrete Sidewalk:
PAY-ITEM NO. 9 -Remove and Replace 4-lnch Exposed Aggregate Sidewalk:
Pay items No. 8 and No. 9, 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 ponding 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. I 04 "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 exposed concrete aggregate sidewalk surface shall be seeded
with pea gravel.
Exposed concrete aggregate wash off water is silty, high in alkalinity and may contain harmful
chemicals; therefore, wash off water shall not be discharged into storm sewers and drainage
ditches or streams.
Wash water shall be prevented from entering street gutter . Temporary catch basin sealed with
impervious diaphragm sump shall be used to collect all wash water until off site disposal 1s
obtained , or, unless otherwise directed by the Engineer or his authorized representative.
Contractor shall backfill around the sidewalk within five (5) working days of pouring the sidewalk,
if the contractor fails to complete the work within five (5) working days , a $ I 00 dollar liquidated
damage will be assessed per block per day. Required backfilling shall be at finishing grade and shall
be completed in order for the sidewalk to be accepted and measured as completed, top soil as per
specification Item No . I 16 "Top Soil", if needed , shall be added and leveled to finishing grade.
Cost of back filling , top soil , and grading 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 .
SP-25
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.
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 N0.10-New 4-Inch Concrete Sidewalk:
This item shall include the construction of new standard concrete sidewalk, as designated by the
Construction Engineer with same day haul-off of the excavated material to a suitable dumpsite.
For specifications governing this item, see City Standard Specification Item No . 504 "Concrete
Sidewalk and Driveways".
All concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch in seven (7) days .
Contractor shall backfill around the sidewalk within five (5) working days of pouring the sidewalk,
if the contractor fails to complete the work within five (5) working days, a $100 dollar liquidated
damage will be assessed per block per day. Required backfilling shall be at finishing grade and shall
be completed in order for the sidewalk to be accepted and measured as completed , top soil as per
specification Item No. 116 "Top Soil", if needed, shall be added and leveled to finishing grade .
Cost of back filling, top soil, and grading 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.
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 NO. 11-Remove Existing Wheelchair Ramp and Install Standard 4-Inch ADA
Wheelchair Ramp (with detectable warning Dome-Tile surface):
This item shall include removing the existing wheelchair ramp and installing Standard 4-inch ADA
wheelchair ramp that includes a detectable warning Dome-Tile surface at various locations as to be
SP-26
f
J -..
determined in field by the Construction Engineer, due to failure or in situation where curb and gutter
is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed
material to a suitable dumpsite.
For specifications governing this item , see enclosed details for Wheelchair Ramp (with detectable
warning Dome-Tile surface, 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 of existing curb and gutter as required for the replacement of existing wheelchair ramps
shall be included in PAY ITEM NO. 3 ~ Removal and Replacement of Concrete Curb & Gutter, as
determined by the Construction Engineer. Pay limits for laydown curb and gutter are as shown in the
Accessability Ramp Pay Limits detail (STR-032). The pay limit will extend from 9-inches outside
the lip of gutter to the back of the curb . Any asphalt tie-in shall be subsidiary to the curb and gutter
pay item.
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 to a minimum of 48-inch along 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 o f 8-inch from the extension of the face of curb . Detectable warning Dome-Tile
surface 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, s hall be the
acceptable standard to be applied for all construction covered in the scope of this pay item .
SP-27
Contractor shall sawcut existing sidewalk, curb and gutter, and pavement prior to wheelchair ramp
removal.
The removal of existing curb and gutter as required for the construction of new wheelchair ramps
shall be included in PAY ITEM NO. 3 -Remove and Replace Concrete Curb & Gutter, as
determined by the Construction Engineer. Pay limits for laydown curb and gutter are as shown in the
Accessability Ramp Pay Limits detail (STR-032). The pay limit will extend from 9 inches outside the
lip of gutter to the back of the curb. An y asphalt tie-in shall be subs idiary to the curb and gutter pay
item.
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 to a minimum of 48-inch along 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 Dome-Tile
surface 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 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.
Included , and figured subsidiary to this unit price, will be the required sawcut excavation, as per
specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction
of the wheelchair ramp. The pay limit will be 9-inch out from the gutter lip. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways , Streets, and
Bridges" Item Nos . 300 "Asphalts, Oils , and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
The Contractor shall backfill behind the wheelchair ramps within five (5) working day s of pouring
the wheelchair ramp, if the contractor fails to complete the work within five (5) working days , a
$100 dollar liquidated damage will be assessed per block per day . Required backfilling shall be at
SP-29
finishing grade, top soil as per specification Item No . 116 "Top Soil", if needed, shall be added
and leveled to finishing grade. 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 at 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 NO. 13 -Remove and Replace Existing Concrete Valley Gutter:
This item shall include the removal and replacement of existing valley gutters, at locations to be
determined in field by the Construction Engineer with same day haul-off of the removed material to a
suitable dumpsite.
Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley gutter
removal. Sawcutting and removal of asphalt pavement, concrete base , curb and gutter, and
necessary excavation to install the concrete valley gutters all shall be included in this pay item .
For specifications governing this item , see City Standard Specifications, Item No. 106 , "Unclassified
Street Excavation", Drawing No . S-S6 and detail enclosed , TxDOT's "Standard Specifications for
Construction and Maintenance of Highways , Streets, and Bridges" Item Nos. 24 7 "Flexible Base
(referenced), 300 "Asphalts, Oils , and Emulsions" (referenced), 3 IO "Prime Coat" (referenced), and
340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and Item No . 360 "Concrete
Pavement" (enclosed), shall apply.
Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the
Engineer and necessary asphalt transitions as shown in the concrete valley gutter details , shall be
subsidiary to this Pay Item.
Contractor may substitute 5 inch non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no
additional cost. All applicable provisions of Item No . 360 "Concrete Pavement" (enclosed) shall
apply . Surface texturing shall be made with a medium broom in lieu of carpet drag or metal tining.
SP-30
The concrete shall be designed to achieve a minimum compressive strength of 3 ,000 pounds per
square inch in seven (7) days.
Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to
traffic. Work shall be completed on each half within seven (7) working days . If the contractor fails to
complete the work on each half within seven (7) working days , a $100 dollars liquidated damage w ill
be assessed per each half of valley gutter per day .
Included, and figured subsidiary to this unit price, will be the required sawcut excavation , as per
specification Item No . I 06 "Unclassified Street Excavation", into the street to aid in the construction
of the valley gutter. The pay limit will be 9-inch out from the valley gutter. The street void shall be
filled with H .M.A .C. Type "D" mix (PG 64-22) in accordance with all applicable pro v isions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and
the curb and gutter section will be included .
The unit price bid per square yard for Concrete Valley as shown on the proposal will be full
compensation for materials, labor, equipment, tools and incidentals necessary to complete the work.
PAY ITEM NO. 14-New Concrete Valley Gutter:
This item shall include the construction of new concrete valley gutters, at locations to be determined
in field by the Construction Engineer with same day haul-off of the removed material to a suitable
dumpsite.
Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley gutter
removal. Sawcutting and removal of asphalt pavement, concrete base, curb and gutter, and necessary
excavation to install the concrete valley gutters all shall be included in this pay item.
For specifications governing this item , see City Standard Specifications , Item No . I 06 , "Unclassified
Street Excavation", Drawing No. S-S6 and detail enclosed , TxDOT's "Standard Specifications for
Construction and Maintenance of Highways , Streets, and Bridges" Item Nos. 247 "Flexible Base
(referenced), 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and
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340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and Item No. 360 "Concrete
Pavement" (enclosed), shall apply.
Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the
Engineer and necessary asphalt transitions as shown in the concrete valley gutter details , shall be
subsidiary to this Pay Item.
Contractor may substitute 5 inch non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no
additional cost. All applicable provisions of Item No . 360 "Concrete Pavement" (enclosed) shall
apply. Surface texturing shall be made with a medium broom in lieu of carpet drag or metal tining .
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days .
Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to
traffic . Work shall be completed on each half within seven (7) working days . If the contractor fails to
complete the work on each half within seven (7) working days , a $100 dollars liquidated damage will
be assessed per each half of valley gutter per day.
Included , and figured subsidiary to this unit price, will be the required sawcut excavation, as per
specification Item No. I 06 "Unclassified Street Excavation", into the street to aid in the construction
of the valley gutter. The pay limit will be 9-inch out from the valley gutter. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways , Streets, and
Bridges" Item Nos. 300 "Asphalts , Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities .
Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and
the curb and gutter section will be included.
The unit price bid per square yard for Concrete Valley as shown on the proposal will be full
compensation for materials, labor, equipment, tools and incidentals necessary to complete the work .
PAY ITEM NO. 14 -Remove and Replace 5-Ft Storm Drainage Inlet Top:
PAY ITEM NO. 16 -Remove and Replace 10-Ft Storm Drainage Inlet Top:
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Pay items No. 15 and No. 16 , shall include the removal and replacement of a 7-inch thick drainage
inlet top of 5-foot and feet drainage inlet openings , at locations 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 these items , see City Standard Specifications Item No . 450 "Adjusting
Manholes and Inlets", as shown in the Drawing S-S02 and as directed by the construction engineer.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days .
The unit price per bid per each will be full compensation for all labor, equipment, material, tools, and
all incidentals necessary to complete the work.
PAY-ITEM N0.17 -6-Inch Perforated Subdrain Pipe:
This item shall consist of furnishing and installing 6-inch perforated subdrain and filter material all as
shown on the enclosed details , or as directed by the Engineer.
All applicable prov ision of standard Specifications Item 500 "SUBDRAINS" shall apply except as
herein modified. The pipe material shall be poly vinyl chloride (PVC) with the standard dimensional
ratio of 35 (SDR35) and meet the ASTM D 1784 . Filter fabric shall have the capability of passing
ground water without transporting the soil placed around the filter fabric . The fabric shall be
constructed exclusi vel y of synthetic thermoplastic fibers and may be either woven or non-woven to
form a mat of uniform quality. Fabric fibers may be either continuous or discontinuous and oriented
in either a random or a aligned pattern throughout the fabric . The fabric shall be mildew resistant, rot
proof, shall be satisfactory for use in a wet soil and aggregate en v ironment, contain ultrav iolet
stabilizers and have non-raveling edges.
The fabric shall meet the following requirements when sampled and tested in accordance with the
methods indicated:
Test Original Physical Properties Method Requirements
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Fabric weight, on an ambient
temperature air-dried tension free
sample, expressed in oz/sq. yd.
SDHPT Test Method Tex-4.0 mm1mum for under
616-J"Testing of Construction drains and Slope
Fibers"
Water flow rate by falling head method , Tex-616-J
7.9 inches (20 cm) to 3.9 inches (10 cm)
on
2 inch ID cylinder with 1
inch diameter orifice, with flow rate
expressed in
gal/sq. ft/minute.
Stabilization, 6.0 minimum
for Gabions Revetment
80 minimum
Breaking load in either machine or cross-ASTM Designation : D 1682 100 minimum
machine direction , expressed in pounds . grab method G as modified by
Tex--616-J
Equivalent opening size (US Standard CW-02215, US Army Corps · 70 to 100
sieve no .) of Engineers, Civil Works
Construction Guide
Specification. "Plastic Filter
Fabric", Nov . 1977 .
"Apparent elongation" at breaking load in ASTM Designation : D 1682 I 00 max imum
either machine or cross-machine grab method G as modified by
direction, expressed as percent. Tex-616-J
The "Filter Fabric" shall be installed in accordance with the manufacturer's recommendations, as
indicated or as directed by the Engineer. When lapping is required , it shall be in accordance with the
manufacturer's recommendations. Backfilling around the Filter Fabric shall be done in such a way as
not to damage the Filter Fabric material during the placement.
The unit price bid per linear feet shall be full compensation for all labor, materials , equipments, tools ,
and incidentals necessary to complete the work.
PAY-ITEM NO. 18 -8-Inch Pavement Pulverization:
PAY-ITEM NO. 19-Cement Modification (26 lbs/sy):
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All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges" Item No. 275 "Cement Treatment (Road Mixed)" (referenced) shall
govern the work.
The City of Fort Worth , Texas will perform quality assurance tests and checks on the paving project
materials during construction , to ensure compliance with the specifications .
The sampling and testing of the materials shall be made at the expense of the City . In the event the
sampling and testing does not comply with the specifications, all subsequent testing of the material,
in order to detennine if the material is acceptable, shall be furnished and paid by the contractor, as
directed by the Engineer .
Contractor shall pulverize the existing pavement to a depth of 8-inch . After pulverization is
completed , contractor shall temporarily remove and store the 8-inch deep pulverized material, then
cut the base 2-inch to provide place for the new 2-inch H.M.A.C. surface . The 2-inch base cut shall
start at a depth of 8-inch from the existing pulverized surface. After the undercut operation is
completed, the temporarily stored 8 inch deep pulverized material shall be returned to the excavation .
If the existing pavement has a combination of I 0-inches of H.M .A.C and crushed stone/gravel,
undercut will not be required . The contractor will pulverize the IO inches , and the 2-inch cut will be
taken, from the I 0-inch pulverized material.
In case of high crown , the contractor shall pulverize the ex1tmg crown and pavement. The
Construction Engineer will detennine the appropriate undercut depth to meet the City standard.
The maximum amount of existing asphalt concrete pavement in the mixture shall be at the discretion
of the Engineer.
After the above processes are perfonned, the contractor shall shape the pulverized material to the
appropriate line and grade .
Samples of the pulverized material will be tested for gradation as directed by the Engineer. Testing
will be at a minimum of one test per 300 linear feet per lane .
Portland cement shall be applied to the pulverized material at a rate of 26 pounds per square yards, 8
inch in depth. The Engineer or his authorized representative will observe the cement treatment and
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collect delivery tickets from each transport truck. Cement quantities used will be verified , with
respect to areas being treated.
Cement shall be applied only to such an area that all the operations can be continuous and completed,
in daylight, within six (6) hours of such application.
The contractor shall blade to grade and compact the pulverized cement treated material to 95% of the
maximum density as determined in accordance with TxDOT's Standard Specifications stated above
or as directed by the Engineer in the field.
After the cement treated base has cured for 48 hours, provide machinery (minimum 12 ton steel
wheel vibratory roller) to roll the surface of the cement treated material to induce hairline cracks
"micro-cracks". Amplitude of vibrating will be at the discretion of the Engineer or his authorized
representative. Micro-cracking will be used to reduce shrinkage cracking in the cement treated
material and reduce reflective cracking through the asphalt cement surface overlay .
Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item No. 210 "Rolling" (referenced). Operate roller
at walking speed (2 to 3 mph). Generally one (1) to four (4) passes of the roller are required to create
the micro-cracks. One pass is down and back.
The contractor shall then prime and immediately overlay the micro-cracked surface with 2 inch
H.M .A.C . surface course. The work shall be in accordance with TxDOT's "Standard Specifications
for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos . 300 "Asphalts, Oils ,
and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix
Asphalt (Method)" (referenced). The 2-inch H.M.A.C. surface will be paid under PAY-ITEM NO .
28 -2-Inch-Surface Course-Type "D "Mix.
If the contractor fails to begin the 2-inch H.M.A.C. surface course work within five (5) working days ,
a $200 dollars liquidated damage will be assessed per block per day .
On pulverized and overlay streets that do not have existing curb and gutter, the Contractor shall
finish the parkway with backfill. The backfill shall begin at the edge and elevation of the new 2 inch
H.M.A.C. surface course and extend within the parkway, to existing ground surface, at the grade of
one-fourth (1 /4) inch per foot. There should be no voids in the backfill material, to the satisfaction of
the Engineer .
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The unit price bid per square yard of pavement pulverization and per ton of cement modification
shall be full compensation for all labor, material, equipment, tools , and incidentals necessary to
pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off,
sweep, dispose of the undercut material and backfill the parkway.
PAY-ITEM NO. 20-Unclassified Street Excavation:
This item will be used if additional excavation is needed that is not covered by PAY ITEM NO. 18 -
8-Inch Pavement Pulverization. Additional Excavation is the removal of the excessive crown and
base to bring the new base to proper grade & City standard specifications for street reconstruction .
This item shall also be used for removing and disposing the existing brick base, if the existing brick
base cannot be wedge or surfaced milled, prior to placing 2-inch HMAC Type "D" surface course.
The void created by removing the existing brick base shall be filled to the proper grade, with PAY
ITEM NO. 23 -HMAC Level Up , before placing 2-inch HMAC Type "D" surface course .
For wedge milling, the measurement for estimating the removal and disposal of the existing brick
material shall be a width of 5-feet, a length of curb and gutter and a depth of 3-inches . For surface
milling, the measurement for estimating the removal and disposal of the existing brick material
shall be the surface area and the depth of 3-inches. These measurements shall be under City
standard specifications Item No. 106 " Unclassified Street Excavation ".
All applicable provisions ofltem No. 106 "Unclassified Street Excavation" shall apply; work shall be
paid per cubic yard .
PAY-ITEM NO. 21-Crushed Limestone:
This item shall be used to repair the failed base material in areas exceed 8-inch deep as directed by
the Engineer. The material shall be graded crushed stone.
All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges", Item No. 247 "Flexible Base", shall govern this item .
The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
SP-37
PAY ITEM NO. 22 -Asphalt Pavement and Base Repair:
The contractor is to remove all ex isting deformed H.M .A.C. p avement and/or bad base material
that show s surface deterioration and/or complete failure. The Construction Engineer will identify
these areas upon which time the contractor will begin work . The failed area shall be saw cut, or
other similar means , out of the existing pavement in square or rectangular fashion . The side faces
shall be cut vertically and all failed and loose material excav ated. As a part of the excavation
process , all unsatisfactory base material shall be remo v ed , if required , to a depth sufficient to
obtain stable sub-base . The total depth of excavation c ould range from a couple of inches to
include the surface-base-some sub-base removal for which the Construction Engineer will select
the necessary depth. The remaining good material shall be leveled and uniformly made ready to
accept the fill material. All excavated material shall be hauled off site , the same day as excavated ,
to a suitable dumpsite .
After satisfactory completion of removal as outlined abo ve , the contractor shall place the permanent
pavement patch , with Type "D" surface mi x (PG 64-22). This item will always be used even if no
base improvements are required. The proposed H.M .A .C . repair shall match the existing pavement
section or the depth of the failed material , whichever is greater. However, the patch thickness shall
be a minimum of 2-inches. Generally the existing H.M.A .C. pavement thickness will not exceed 8
inch . Before the patch layers are applied , any loose material, mud and/or water shall be removed. A
liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mi x lifts
shall not exceed 3 inches with vibrator compactions to follo w each lift . Compactions of the mix shall
be to standard densities of the City of Fort Worth, made in preparation to accept the rec ycling
process .
All applicable prov isions of TxDOT's "Standard Specifications for Construction and Maintenance of
Highway s, Streets, and Bridges" Item Nos. 300 "Asphalts , Oils , and Emulsions", 3 IO "Prime Coat"
(referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) shall govern work.
The unit price bid per cubic yard shall be full compensation for all materials , labor, equipment
and incidentals necessary to complete the work .
PAY ITEM NO. 23-HMAC Pavement Level Up:
This item shall be used to fill ruts, depressions , level up pavement section with Type "D" surface mix
(PG 64-22) prior to placing the asphalt surface overlay and where nee ded as directed by the Engineer
in the field .
SP-38
All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges" Item Nos . 300 "Asphalts, Oils, and Emulsions" (referenced), 310
"Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced), shall
govern work .
This item shall be used to fill , to the proper grade, the void created by removing existing brick base,
if existing base cannot be wedged or surface milled.
The unit price bid per ton shall be full compensation for all materials, labor, placing, equipment,
cleaning and incidentals necessary to complete the work.
PAY-ITEM NO. 24 ~ Pavement Wedge Milling 2-Inch to 0-Inch Depth, 5.0 Ft Wide
1. Description
This item shall consist of milling the existing pavement from the lip of gutter at a depth of 2
inch and transitioning to match the existing pavement (0 inch cut) at a minimum width of 5 feet.
The existing pavement to be milled will either be asphalt, concrete, or brick pavement. The
milled surface shall provide a uniform surface free from gouges, ridges , oil film , and other
imperfections of w orkmanship and shall have a uniform textured appearance . In all situations
where the existing H .M.A .C . surface contacts the curb face , the wedge milling shall include the
removal of the existing asphalt covering the gutter up to and along the face of curb .
If the existing base is brick and cannot be wedge milled , then the existing brick base, of 5-foot
in width , shall be removed under PAY-ITEM NO. 20 -Unclassified Street Excavation and
replaced under PAY-ITEM NO . 23 -HMAC Level Up -Install , prior to placing H.M.A.C .
surface course . See PAY-ITEM NO. 20 -Unclassified Street Excavation , for further
description of work .
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) working day s from the
completion of the curb and gutter. If the contractor fails to complete the work within fourteen
(14) working days, a $100 dollar liquidated damage will be assessed per block per day .
The wedge milling operations for this project will be performed in a continuous manner along
both sides of the street. Details of milling location s are at the back of this document. Contractor
is required to begin the overlay, within five (5) working days from the date of the wedge milling
SP-39
completion of any one street. Should the contractor fail to meet this condition, the wedge
milling operations of new streets will be shut down , and liquidated damage of $500.00 per day
per street will be assessed until all wedge milled streets are overlayed. The overlay, once begun
on a street shall continue uninterrupted until complete.
The Contractor shall haul-off the removed material to a suitable dumpsite.
2. Equipment
The equipment for removing the pavement surface shall be a power operated milling machine
or other equal or better mechanical means capable of removing, in either one pass or two
passes, the necessary pavement thickness in a five -foot minimum width. The equipment shall be
self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and
slope .
The machine shall be equipped with an integral loading and reclaiming means to immediately
remove material being cut from the surface of the roadway and discharge the cuttings into a
truck, all in one operation. Adequate back-up equipment (mechanical street sweepers, loaders ,
water truck, etc.) and personnel will also be provided to keep flying dust to a minimum and to
insure that all cuttings are removed from street surface dail y. Stockpiling of planed material
will not be permitted on the project site unless designated by the Engineer. The machine shall
be equipped with means to control dust created by the cutting action and shall have a manual
system providing for uniformly varying the depth of cut while the machine is in motion thereby
making it possible to cut flush to all inlets , manholes , or other obstructions within the paved
area . The speed of the machine shall be variable in order to leave the desired grid pattern
specified under Surface Texture.
The unit price bid per linear feet shall be full compensation for all labor , material , equipment,
tools , and incidentals necessary to complete the work .
PAY-ITEM NO. 25 -Butt Joint Milling:
Description:
This item requires the contractor to mill "butt joints" into the existing surface, in association with the
wedge milling operation (PAY ITEM NO. 24) to the depth and at locations as described below. The
butt joint will prov ide a full width transition section , whereby t he new overlay shall maintain
SP-40
constant depth at the point the new overlay is tenninated and the new surface elevation matches the
existing pavement. The construction activities, perfonnance standards and equipment needed for the
butt joints milling operations shall be governed by the special provisions of PAY-ITEM NO . 24 -2-
Inch to 0-Inch Pavement Wedge Milling Depth 5.0-Ft Wide -Install. The configuration of the butt
joints is described in more detail below. General details of butt joint locations -along with wedge
milling in general -are shown in plan fonn at the back of this document.
Construction Details :
Prior to the milling of the butt joints, the contractor shall consult with the construction Engineer for
proper location of these joints and verify that the selected limits of the projects street are correct.
The general locations for butt joints are at all beginning and ending points of streets listed in the
project and as more graphically detailed at the back of this specification book. The joints are also
required on both sides of all railroad tracks and concrete valley gutters , bridge decks and cul verts and
all other items which transverse the street and end the continuity of the asphalt surface. Each butt
joint shall be 20-feet long and milled out across the full width of the street section to a tapered depth
of 2 inch . This milled area shall be tapered within the 20-feet to a depth from 0-nch to 2-inch at a
line adjacent to the beginning and ending points or intermediate transverse items. This butt joint -
when overlay ed -will consist of an asphalt section that will transition the new overlay to match the
ex isting pavement elevation.
The contractor shall provide a temporary wedge of asphalt at all butt joints to prov ide a smooth ride
over the bump .
Measurement and Payment:
Butt joints a s prescribed above will be measured by the unit of each butt joint milled . The disposal
of excess material involved will not be measured for payment.
Each butt joint-milled, measured as above , complete-in place-in accordance with these specifications,
will be paid for at the unit price shown in the proposal for "Butt Joints". The unit price bid per each
shall be full compensation for all milling, including material haul-off, tools , labor, equipment and
incidentals necessary to complete the required work.
PAY ITEM NO. 26 -2-Inch Surface Milling:
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This item shall consist of milling the existing pavement at a depth of 2-inch. All applicable
provisions of PAY ITEM NO. 24 -2-lnch to 0-lnch Wedge Milling Depth, 5-Ft Wide shall apply.
If the existing base is brick and cannot be surfaced milled, then the existing brick base shall be
removed, under PAY ITEM NO . 20 -Unclassified Street Excavation and replaced under PAY
ITEM NO. 24 -HMAC Level Up, prior to placing H .M.A.C. surface course. See PAY ITEM NO .
20 -Unclassified Street Excavation, for further description of work.
The unit price bid per square yard shall be full compensation for all materials, labor, equipment
and incidentals necessary to complete the work.
PAY ITEM NO. 27 -Crack Sealing of Existing Pavement:
After completion of wedge milling of those streets designated as Mill Overlay (MOL) on the street
list in the back of this contract document book, the Contractor shall seal existing cracks lf4 inch and
greater, by using cold poured crack sealer Polymer Modified Asphalt Emulsion Crack Sealer, as
directed by the Engineer. TxDOT's "Standard Specifications for Construction and Maintenance of
Highways, Streets , and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", shall apply .
The inside of the cracks shall be cleaned with an air compressor or approved equipment, prior to
sealing . Sealant sha ll be applied with a rubber "V" shaped squeegee where applicable. Provide
adequate traffic control during set up and cure time of sealant.
The unit price bid per linear foot shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the work.
PAY-ITEM NO. 28 -2-Inch HMAC Surface Course Type "D" Mix:
All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges" Item Nos . 300 "Asphalts, Oils, and Emulsions" (referenced), 310
"Prime Coat" (referenced), and 340 "Dense--Graded Hot-Mix Asphalt (Method)" (referenced) shall
govern work.
The following amendments to the above TxDOT's specifications shall govern, take precedence
and shall include:
SP-42
Item No . 340 "Dense--Graded Hot-Mix Asphalt (Method)" (referenced):
• Under Item 340.2, Materials, A . Aggregates:
The surface aggregate classification (SAC) shall be Class B.
The Contractor shall perform the Los Angeles abrasion , magnesium sulfate soundness,
Micro-Deval and all other aggregate quality tests listed in Table 1.
2. RAP will not be allowed, for use, in surface course Type "D" mix.
• Under Item 340 .2, Materials, D. Asphalt Binder:
Furnish performance-graded PG 64-22 for H.M.A.C. surface course , level up and
pavement/base repair or replacement.
• Under Item 340.4, Construction,
The City of Fort Worth, Texas will perform quality assurance tests and checks on the
paving project materials during construction, to ensure compliance with the specifications
and approved mixture design .
The sampling and testing of the materials shall be made at the expense of the City. In the
event the sampling and testing does not comply with the specifications, all subsequent
testing of the material, in order to determine if the material is acceptable, shall be furnished
and paid by the contractor, as directed by the Engineer.
Samples will be taken for determination of asphalt content, aggregate gradation ,
maximum theoretical specific gravity as determined by the Engineer.
For each hot mix asphalt surface course placed , nuclear gauge in-place density testing
will be performed at each 300-ft station .
For each hot mix asphalt surface course placed , cores will be obtained to determine in-
place density and thickness. The cores will be taken at the maximum interval of 300-ft
(to coincide with field density locations).
• Under Item 340.4, Construction, A. Mixture Design :
The contractor shall furnish mixture design of the proposed hot mix asphalt, at or before the
pre-construction meeting. The Contractor shall submit to the Engineer a mixture design
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prepared by a AASHTO accredited laboratory, for the materials to be used in the project.
Using the typical weight design example in Tex-204-F , Part I, the mi xture design shall
meet the requirements contained in Tables 1 through Table 5 of Item 340. The Indirect
Tensile-Dry (Tex-226-F) and the Hamburg Wheel-tracking (Tex-242-F) tests shall be
waived .
The mixture de s ign report must be certified and signed by a Level II Specialist and
submitted on TxDOT's software forms .
The Engineer may verify the mixture design at optimum asphalt content.
• Under Item 340.4, Construction, B . Job-Mix Formula Approval:
The Contractor will perform the Boil Test (Tex-530-C).
• Under Item 340.4, Construction, J . Ride Quality:
The Ride Quality Surface Type A test (IO-foot straight edge) shall be measured .
• Under Item 340 .5 Measurement:
Hot mix will be measured by the square yard of the composite hot mix, which includes
asphalt, aggregate and additives.
• Under Item 340 .6 Payment:
The work performed and materials furnished in accordance with this Item and measured as
provided under "Measurement", will be paid for at the unit price bid per square yard, for
"Dense-Graded Hot Mix Asphalt (Method)".
PAY ITEM NO. 29 -Remove and Replace 30-Ft HMAC Speed Cushion w/stripping
PAY ITEM NO. 30 -Remove and Replace 40-Ft HMAC Speed Cushion w/stripping
Pay items No. 29 and No 30, shall include the removal of existing Speed Cushions, and installing
new standard H.M.A.C Speed Cushions according to the plan and profile as shown on the detail
sheet. All excavated material shall be hauled off site the same day as excavated , to a suitable
dumpsite.
Contractor shall notify the Construction Engineer 72 hours prior to installing an y speed cushions .
Contractor shall install speed cushion 's pavement markings .
SP-44
If the roadway is damaged during existing marker removal, the work shall be temporarily halted
until consultation with the Construction Engineer . The pavement shall be repaired prior to new
HMAC overlay.
MATERIALS AND QUALITY REQUIREMENTS :
I. Speed Cushions
The speed cushions shall consist of H.M .A.C. Type "D" surface course (PG 64-22) with tack coat
(SS-1) and compacted with vibratory hand roller. All applicable provisions of TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges"
Item Nos . 300 "Asphalts , Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and
340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) shall apply. Kraft brown paper -
36 inch wide 40-lb paper shall be used to keep curb & gutter clean.
2. Pavement Markings
Raised Pavement Markings
All materials used shall be pre-approved prior to placement. The brand name and specifications
of the materials shall be included in submittal for approval. The approved materials must be
used throughout the duration of the contract. In the event that substitute materials need to be
used , they must be equal to or exceed the quality of those currently in use and be approved the
Construction Engineer.
All markers shall be 4 inch and be installed with epoxy; bituminous adhesive is not approved .
A chalk line , chain , or equivalent shall be used during layout to insure that individual markers
are properly aligned. All markers shall be placed uniformly along the line to achieve a smooth
continuous appearance.
Preformed Pavement Markings
All materials used under this agreement shall be pre-approved prior to awarding of the bid.
Materials used shall meet TXDOT specifications Item 666 Type II . The approved materials
must be used throughout the duration of the bid . In the event that substitute materials need to
SP-45
be used, they must be equal to or exceed the quality of those currently in use , and be approved
by Construction Engineer.
All material must be equal to or exceed the following:
Pre Mark brand Hot Tape which is manufactured by Stimsonite.
Stamark A420 , which is manufactured by 3M.
Stamark A380, which is manufactured by 3M.
All applications shall be in strict compliance with all manufacturer recommendations.
Surface Preparation and Application of Pavement Markings
Roadway surface shall be clean , dry and free from dirt, grease, and other forms of
contamination . All surfaces must be air blasted prior to application of paint. Surface
preparation and application shall be in strict compliance with manufacturer recommendations.
Equipment and methods used for surface preparation shall not damage the pav ement or present
a hazard to motorists .
Installation of Pavement Markings
Contractor's personnel shall be knowledgeable and sufficiently skilled in the installation of
raised pavement markings and preformed pavement markings .
Markings that are not properly applied due to faulty application methods or defective product,
and markings , which are placed in the wrong position or alignment, shall be removed and
replaced by the contractor at the contractor's expense . If the mistake is such that it would be
confusing or hazardous to motorists it shall be remedied the same day of notification.
Notification will be made by phone and confirmed by fax . Other mistakes shall be remedied
within five days of written notification.
Traffic Control of Pavement Markings
When markings are applied on roadways open to traffic care will be taken to ensure that proper
safety precautions are followed , including the use of signs , cones , barricades , flaggers , etc.
Work shall be performed with as little disruption to traffic as possible, and freshly applied
markings shall be protected from traffic damage and disfigurement.
SP-46
3. Measurement and Payment
The unit price bid per each shall be full compensation for removal of existing pavement markings,
H .M.A.C . Type "D " surface course, tack coat (SS-1 ), vibratory hand roller, surface preparation,
preformed and raised pavement markings , kraft brown paper -36 inch wide 40-lb paper to keep
curb & gutter clean, and all materials, labor, equipment and incidentals necessary to complete the
work.
The unit price per bid per each will be full compensation for all labor, equipment, material , tools,
and all incidentals necessary to complete the work.
PAY ITEM NO. 31 -Water Valve Box Adjustment With Steel Riser:
This item shall include adjusting the tops of existing water valve with steel riser manufactured by
American Highway Products or approved equal by the construction engineer to match proposed
grade, steel water valve riser shall be placed at the time of paving.
Specifications and details of steel water valve riser (included at the end of this document), and
Standard Specification Item No . 450 "Adjusting Manholes, shall apply except as herein modified .
Contractor will be responsible for adjusting water valve boxes to match new pavement grade , the
water va lves themselves will be adjusted by City of Fort Worth Water Department forces .
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water
valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements
for broken valve boxes . The contractor shall replace the valve boxes, which are damaged during
construction at no cost to the City . Failure of the contractor to perform this inventory will place the
total burden of replacement of any broken valve box on the contractor.
The unit price bid per each will be full compensation for all labor, materials, equ ipment, tools, and
incidentals necessary to complete the work .
PAY ITEM NO. 32 -Water Valve Box Adjustment With Concrete Collar:
This item shall include adjusting the tops of existing water valve with concrete collar to match
proposed grade as shown on the detail at the back of this document or as directed by the Engineer.
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The concrete collar will be used only in case of steel rig riser CAN NOT be used as determined by
the Engineer.
Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for
Structures" shall apply except as herein modified.
Contractor will be responsible for adjusting water valve boxes to match new pavement grade , the
water valves themselves will be adjusted by City of Fort Worth Water Department forces.
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water
valve boxes . The Engineer will field verify this inventory and provide the Contractor replacements
for broken valve boxes. The contractor shall replace the valve boxes, which are damaged during
construction at no cost to the City . Failure of the contractor to perform this inventory will place the
total burden of replacement of any broken valve box on the contractor.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days . Work shall be completed within five (5) working days after completing
the laying of proposed H.M.A.C., and street shall be open to traffic within seven (7) working days .
If the contractor fails to complete the work and within seven (7) working days , a $100 dollar
liquidated damage will be assessed per each water valve box per day .
The pre bid unit price per each will be full compensation for all labor, materials, equipment, tools ,
and incidentals necessary to complete the work .
PAY ITEM NO. 33-Water Meter Box Adjustment:
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 pre bid unit price per each will be full compensation for all labor, materials , equipment, tools ,
and incidentals necessary to complete the work.
PAY ITEM NO. 34 -Manhole Adjustment With Steel Riser:
SP-48
This item shall include adjusting the tops of existing manhole with steel riser manufactured by
American Highway Products or approved equal by the construction engineer to match proposed
grade , the steel manhole riser shall be placed at the time of paving.
Specifications and details of steel manhole riser (included at the end of this document), and Standard
Specification Item No. 450 "Adjusting Manholes , 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 prov ide 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 replacement of any broken frame and cover on the contractor.
Should the contractor identify any utility manholes other than those owned by the City of Fort
Worth , TX, the contactor is encouraged to contact the owner and arrange the adjustment of the
manhole cover. Payment for the work will be made by the individual Franchise Utility Company.
The contractor is not entitled to an y additional compensation or renegotiation with the City
associated with the construction of this work.
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. 35 -Manhole Adjustment With Concrete Collar:
This item shall include adjusting the tops of existing manhole with concrete collar to match proposed
grade as shown on the detail at the back of this document or as directed by the Engineer .
The concrete collar will be used only in case of steel rig riser CAN NOT be used as determined by
the Engineer.
Standard Specification Item Nos . 450 "Adjusting Manholes and Inlets" and 406 "Concrete for
Structures" shall appl y except as herein modified.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days . Work shall be completed and stre et open to traffic within se ven (7)
working days .
SP-49
If the contractor fails to complete the work within seven (7) working days, a $100 dollars liquidated
damage will be assessed per each manhole per day.
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing
manholes . The Engineer will field verify this inventory and provide the Contractor replacements for
broken manhole covers. The contractor shall replace the manhole covers which are damaged during
construction at no cost to the City . Failure of the contractor to perform this inventory will place the
total burden of 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 .
Should the contractor identify any utility manholes other than those owned by the City of Fort
Worth , TX, the contactor is encouraged to contact the owner and arrange the adjustment of the
manhole cover. Payment for the work will be made by the individual Franchise Utility Company.
The contractor is not entitled to any additional compensation or renegotiation with the City
associated with the construction of this work.
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 N O. 36 ~ Painting House Curb Address:
This item shall include painting of house addresses on curb or driveway radiuses that are removed
and replaced in this contract
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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
K wal Paint or approved equal.
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• 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.
PAY ITEM NO. 37 -St. Augustine Grass Sod Replacement:
PAY ITEM NO. 38-Bermuda Grass Sod Replacement:
Pay items No. 37 and No. 38, shall consist of the replacements of a like grass sod that was removed
under this contract due to the removal and replacement of driveways, wheelchair ramps, 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-(I) 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.
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. 39 -Re-Mobilizations:
This item shall compensate the Contractor to remobilize personnel, equipment, supplies, and
material to perform additional work as directed by the Engineer. Remobilization will be
considered when concrete "Flat-work" has been completed, personnel and equipments were
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-demobilized, and the street is clean and ready for overlay . Remobilization shall be determined by
the Engineer. Requests for reimbursement of remobilization expenses shall be denied unless prior
approval is granted by the Engineer.
The unit price per bid per each will be full compensation for all labor, equipment, material , tools ,
and all incidentals necessary to complete the work.
EN D OF SECTION
SP-52
NOTE: THIS SPECIFICATION HAS BEEN MODIFIED TO DELETE NON-
APPLICABLE 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. Materf als.
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
do.cuments.
Use Class A concrete for curbs that are placed separately from the pavement.
Provide concrete that is 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 position 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 OIJ 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 the lubricated _end of
each dowel bar used In an expansion joint. Provide dowel caps filled with a_ soft
compre~ible material with eno1:1gh range of movement to 'allow complete closure
of the expansion joint. _
2. Tie Bars. Provide straight defo~med steel tie bars. Provide either ·multiple-:plece
tie bars or slngl9-:piece tie bars as shown on the plan_s: Provi9e muttiple-piece tie
bars composed of 2 pieces of deformed reinforcing steel With a coupling capable
of developing a minimum tensile strength of 125% of the design yiefd strength of
the deformed steel when tensile-tested in· the assembled configurati9n. 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
DMS4650, ·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 FiHers. 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.
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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 conforming to plan line and grade. Provide 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 misl
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.
B. Forming 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 sefflemenl Use forms that
are free from detrimental kinks, bends, or warps that could affect ride quality or
alignment. Provide flexible or curved metal or wood forms for curves qf 100-~.
radius or less. · ·
2. Curb Fonns. 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. Prov ide 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 length ancf 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 Pro~ide 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 .
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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 aft~r 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. Sawfng 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 grade.,-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 .
conformity 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 will
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 spalllng 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 accurately to the cross:..
section of the pavement
1. Pf acing Reinforcement at Joints. VVhere 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.
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1-. 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 into the p·Jastic
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. Tightfy 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, alignment, 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
hoheycombed or damaged areas within 24 hr. after a bulkhead for a transverse
construction joint has been removed unless otherwise approved. VVhEln 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 the required pavement thickness. ·
Promptly repair the form trench after use. Use flexible or curved wood or metal fonns
for curv~ of 100-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 mo~e th.an 5 in. Segregated concrete is subject
to rejection. Place agitated concrete within 60 min. after batching. Place non-ag~~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 b~ ··
properly placed, consolidated, and finished without the use of additional water.
E. Concrete Placement Do not allow the pavement edge to deviate from the
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. Where ; .
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~ .
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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 found 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. W,,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 measures 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-drive.n vibrators, power-
driven strike-off, and screed, or approved alteri,ate 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 slurry.
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\v.it~in the
tolerances specified in the contract documents. Check with the stralght~g~
parallel to the centerline. ·
2. Maintenance of Surface Moisture. Prevent surface drying of the pav~rnent ·
before application of the curing system. Accomplish this by fog appllcatjo~s of
evaporation retardant on the pavement surface. Apply evaporation retardant ·at .
the rate recommended by the manufacturer. Reapply the evaporation retardcmt
as needed to maintain the concrete surface in a moist condition until cu~ng
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 cqntract 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 irregu'rar sections of pavements. Rep·a;r 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.
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5. Emergency Procedures. Use hand-operated equipment for applying texture,
evaporation retardan~ and cure in the event of equipment breakdown.
G. Curing. Keep the concrete pavement surface from drying by water fogging until the
curing material has been applied. Maintain and promptly repair damage to curing
maferlal5 on exposed surfaces of concrem pavement continuously for at least 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 conCl8l& is maintained above 40•f for 24 hr. Curing
begins when the concrete curfng system has been appOed. Stop concrete paving if
curing compound is not being applled promptly and maintained adequately. other
methods of curing in accordance with Hem 420. ·eoncreta structuras.· may be used · when specified or approved.
1. Membrane Curing. After texturing and immediately after the free surface
morsfura has dlsappaarad, spray the concrete surface unlformJy with 2 coats of
membrane curing compound at an indMdual applJcation rate of not more than
180 sq. fl per gallon. Apply the first coat within 10 min. after completing texturing
oporations. Apply the second coat within 30 min. after completing texturing
operations.
Before and during appDcatlon. maintain curing compounds In a unJfonnly agitated
condition, free of settlement Do not thin or dilute the curing compound.
Where 1he coating shows discontinuities or other defects or If rain falls on the
newly coated surface befoA! the film ha~ dried enough to rasiat damage, apply ·
addilional compound. at the same rate of coverage to correct the damage. ~nsure
that the curing compound coats the sides of the tining grooves.
H. Sawing Joints. Saw Joln1s to the depth shown on the plans as soon as sawing can
be accompDshed without damage to the pavement regardless of time of day or
weather conditions. Some minor raveUng of the saw cut is accejJtabfe. Use a chalk
line, shfog &ne, sawing template, or other approved method to provide a true joint
eRgnmem. Provide enough saws to match the paving production rate to ensure
sawing c;ompletion at the earnest possible time to avoid unoorrlrolled cracking.
Reduce paving production if necessary to ensure timely sawing of joints. Promptly
restore membrane cure damaged within the first 72 hr. of curing.
J. Protection of Pavement and Opening to Trafftc. Testing for earty opening is the
responS1bifrty of the Contractor regardless of Job-control testing responsibilities
unless otherwise shown in fha plans or dinictad. Teating result intarptetation for
opening to traffic is subject to the approval of the Engineer.
1. Protaction of Pavement Erect and maintain barricades end other standard and
approved devices that will exclude all vehicles and equipment from the newly·
placed pavement for the periods s~ffled. Before opening to traffic, protect the
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. Labo r Code §4 06 .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 Hot Mix Asphaltic Concrete Surface Overlay 2009-6 at
Thirty Five Locations and City of Fort Worth Project No. C293-541200-209620131483 .
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
Before me , the undersigned
CONTRACTOR: JLB CONTRACTING, LLC
By:~~µ.--.". -<
James G. Humphrey, President of
Name: JLB CONTRACTING, LLC
T itle :-------------
Date: 1-g-o q
known to me to be the person whose name is subscribed to th oregoing instrument ,
and acknowledged to me that he executed the same as the act and deed of
JLB CONTRACTIN G, LL~
for the purposes and consideration therein expressed and in the capacity therein stated .
Notary P blic in and for he State of
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
L' f 1st o proJects your orgamzat1on h as success full l t d 1y comp e e
Amount Of Contract Type of \\-' ork 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
Bond# 72380
PERFORMANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL BY THESE PRESENTS :
That we, (1) __ _;J_L_B_C __ o""""n-"-tr ___ a"""c ..... ti..;;..;;n ..... g.._, =L=LC ______ as Principal herein, and (2)
Westfield Insurance Company , a corporation organized
under the laws of the State of (3) Ohio , 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 Nine Hundred Seventy-Five Thousand, Six
Hundred Fifty-Eight Dollars and No Cents Dollars ($975,658.00) for the payment of
which sum we bind ourselves, our heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has entered into a certain written contract with the Obligee
dated the 15th day of June , 2009, a copy of which is attached hereto and
made a part hereof for all purposes, for the construction of Hot Mix Asphaltic
Concrete Surface Overlay 2009-6 at Thirty-Five Locations TPW Project No. C293-
541200-209620131483.
NOW THEREFORE, the condition of this obligation is such, if the said Principal
shall faithfully perform the work in accordance with the plans , specificat ions and
contract documents and shall fully indemnify and hold harmless the Obligee from all
costs and damages which Obligee may suffer by reason of Principal's default , and
reimburse and repay Obligee for all outlay and expense that Obligee may incur in
making good such default , then this obligation shall be void; otherwise, to remain in full
force and effect.
PROVIDED , HOWEVER , that this bond is executed pursuant to Chapter 2253 of
the Texas Government Code , as amended, and all liabilities on this bond shall be
determined in accordance with the provisions of such stature, 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 15th day of June , 2009.
(SE AL)
ATIEST:
Secretary
(SE AL)
NOTE : (1)
Bond# 72380
Name : James G. Humphrey
Title : President
Address: P.O. Box 24131
Fort Worth, Texas 76124
WESTFIELD INSURANCE COMPANY
SU TY
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
Correct name of Principal (Contractor).
(2) Correct name of Surety .
(3) State of incorporation of Surety
Telephone number of surety must be stated . In addition , an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
-. -... -. . ~ .
.. --........ "'--
........... ---··
...... --..
:..
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
Bond# 72380
PAYMENT BOND
KNOW ALL BY THESE PRESENTS:
That we, ( 1) _____ J_L_B_C_o_n __ t __ ra __ c __ ti_n ..... g..._1 _L_L_C ___ , as Principal herein, and
(2) Westfield Insurance Company , a corporation organized
and existing under the laws of the State of (3) _O_h_io ____ , 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 Nine Hundred Seventy-
Five Thousand, Six Hundred Fifty-Eight Dollars and No Cents Dollars
($975,658.00) for the payment whereof, the said Principal and Surety bind themselves
and their heirs, executors, administrators, successors and assigns , jointly and severally,
firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the
Obligee dated the 15th day of June , 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: Hot Mix Asphaltic Concrete Surface Overlay 2009-6 at Thirty-Five
Locations TPW Project No. C293-541200-209620131483.
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 such stature, 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 15th day of June , 2009.
(SE AL)
ATTEST :
Secretary
(SE AL)
NOTE: (1)
(2)
(3)
Bond# 72380
JLB CONTRACTING, LLC.
PRINCIPAL
By : ~VYVC': ?) l1-. . ~
Name : James G. Humphrey
Title : President
Address: P.O. Box 24131
Fort Worth, Texas 76124
WESTFIELD INSURANCE COMPANY
SUR TY
y
Attorney in Fact
Address : 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
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 :
§
§
§
MAINTENANCE BOND
That JLB Contracting, LLC
Bond# 72380
("Contractor"), as principal , and ,
Westfield Insurance Company a corporation o rgan ized under the laws of
the State of Ohio , ("Surety"), do hereby acknowledge themselves to be held and bound to
pay unto the City of Fort Worth , a Municipal Corporation chartered by virtue of Constitution and laws of the
State of Texas ("City ") in Tarrant County , Texas , the sum of Nine Hundred Seventy Five Thousand, Six
Hundred Fifty Eight Dollars and No Cents Dollars ($975,658.00), lawful money of the United States ,
for payment of which sum well and truly be made unto said City and its successors , said Contractor and Surety
do hereby bind themselves , their heirs , executors , adm inistrators , ass igns and successors , jointly and
severally .
This obligation is conditioned , however, that:
WHEREAS , said Contractor has th is day entered into a written Contract with the City of Fort Worth ,
dated the 16th of June , 2009, a copy of which is hereto attached and made a part hereof, for the
performance of the following described public improvements: Hot Mix Asphaltic Concrete Surface
Overlay 2009-6 at Thirty-Five Locations the same being referred to herein and in said contract as the
Work and being designated as project number(s) C293-541200-209620131483 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 contract the work
that it will remain in good repair and condition for and du ri ng 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 sa id Work in accordance with all the terms and conditions of said Contract , these presents shall be
null and void , and have no force or effect. Otherwise , this Bond shall be and remain in full force and effect , and
Bond# 72380
the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said
Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is exhausted .
IN WITNESS WHEREOF , this instrument is executed in _6_ counterparts , each of which shall be
deemed an original , this 16th day of June , 2009 .
JLB CONTRACTING, LLC
PRINCIPAL
A~~~
( PrinciJ)aisecretary
By ~,{)J.i_.
Name : James G. Humphrey
Title : President
(SE AL)
ATTEST:
Secretary
(SE AL)
Address : P.O. Box 24131
Fort Worth, Texas 76124
DINSURANCECOMPANY
Address : 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
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.
,...
---...,,. ·-.....
', ', ......
--
....... ~ .. :.. ·· .... _ ................ -.... __ ......
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance at:
P.O . Box 149104
Austin, Texas 78714-9104
Fax# (512) 475-1771
PREMIUM OR CLAIM DISPUTES
The address of the surety company making this bond to which any notice of
claim should be sent may be obtained by calling the Texas Department of
Insurance at the above number.
Should you have a dispute concerning your premium or about a claim, you
should contact the agent or the company first. If the dispute is not resolved, you
may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND
This notice is for information only and does not become a part or condition of the
attached document. This notice is given to comply with Section 2253.048, Texas
Government Code and Section 53.202, Texas Property Code effective September
1, 2001.
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIO US POWER BEARI NG TH IS SAM E
POWER# AND ISSUED PR I OR TO 08/13/08, FOR ANY PERSON OR PERSONS NAMED BELOW .
General
Power
of Attorney
CE R TIFIED COP Y
POW ER NO . 4220052 06
Westfield Insurance Co.
Westfield National Insurance Co.
Ohio Farmers Insurance Co .
Westfie ld Center, Oh i o
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY , WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARM ERS INSURANCE COMPANY, corporations , hereinafter referred to ind ividually as a HCompanyH and collectively as "Companies / duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfiel d Center, Med ina County , Ohio , do by these
presents make, constitute and appoint
CHARL ES D. SWEENEY, M ICHAEL A. SWEENEY , KY LE W . SWEENEY , JOIN T LY OR SEV ERALLY
of FORT WORTH and State of T X its true and lawful Attorney(s)-in-Fact , with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, r ec ogn iza nc es , under takings , or other instruments or contracts of
suretysh ip---- - --- --- - -- -- -- -- - - --- - --- - - ----- ---- --- -- - -- --- --- - - --- - - -
LIM ITATI ON : T HI S POW ER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS .
and to bind any of the Companies thereby as ful ly and to the same extent as if such bonds were signed by the President , sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in
the prem i ses. Said appointment is made under and by authori t y of the fo l lowing resolution adopted by the Board of Directors of each of the
WESTFIELD I NSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE CO M PANY:
HBe It Resolved, that the President, any Senior Executive , any Secretary or any Fidelity & Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable pe r sons as Attorney(s )-in-Fact to represent and act for
and on beha lf of the Company subject to the following provisions:
The Attorney-in-Fact. may be gi ven ful l power an d authority fo r and in the name of and on behalf of the Company , to execute, acknowledge an d
deliver, any and all bonds , recognizances , contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents can celing or terminating the Company's liability thereunder , and any such instruments so executed by any such
Attorney-in-Fact shall be as bi nding upon the Company as if signed by the Pres ident and sealed and attested by the Corporate Secretary.H
"B e it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relati ng thereto by facsimile, and any power of attorney or certificate bearing facsim i le signatures or facsimile
seal shall be valid an d binding upon the Company with respect to any bond or undertaki ng to which it is attached.H (Each adopted at a meeting
held on February 8 , 2000).
In Witness Whereof, WESTFIELD INSURANCE COMPANY, WES T FIELD NAT IONAL INSURANCE COM PANY and OHIO FARMERS INSUR A NC E
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 13th da y of
AUGUST A.D., 2008 . ............... ,,.,.
Corporate .... ···~~UR.4~t'"··
Seals ./. ~ ~ •• ,·-··••,,,<.'"°'~
Affix ed J ~-· ..r&o -.. c:, ~
1 ;;:fSEAL \;)1
!~: h i ~4. ib,
\ "''•.. ,_ .. ·~ ~~ ........ "Y .... ,,
'· State of Ohio '-,
County of Medina ss.:
W ESTF IEL D INSURAN C E CO M PANY
W ESTFIELD NATIONAL INSURANCE COMPAN Y
OH IO FARMERS INSURANCE COMPANY
B y :
Richard L. Ki nnaird , Jr., Senior Executive
On this 13th day of AUGUST A .O., 2008 , before me personally came Richard L. Ki n naird , Jr. to me known , who, being by me duly
sworn , did depose and say, that he res ides in Med ina, Ohio; that he is Senior Ex ecutive of WESTFIELD INSURANC E COMPANY, WESTFI ELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY , the com pan i es descr ibed in and which executed the above
instrument; that he k nows the seal s of said Companies ; that the seals affixed to said instrument are such corporate seals ; that they were so affixed
by order of the Boards of Directors of said Companies ; and that he signed his na~me thereto b .. y li ke order . ~
Notarial
Seal
Affi x ed
State of Oh io
County of Medi na ss.:
Willi a m J . Kahe li n , A rney at Law, No tary Pu blic
My Com missi on Does Not Expire (S ec . 147.03 O hi o Rev is ed Code)
I, Frank A. Carr ino, Secretary of W ESTFIELD INSURANCE COMPAN Y, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, _do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney , executed by said
Companies , which 1s still in full force and effect; and furthermore, the resolutions of the Boards of Directors , set out in the Power .f.lf .Attorney are
in full force and effect. · t!J
In Wi tne ss Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio,_ t bis 16 · ri ay of
June A.o., 2009 ......... ., .......
..... ··~~U R-4~'"••,,
/.. ~ ~.-··-·······~"'·, ...
J ~/ oAo \C:,\
t i::f SEAL ,; 1
i .... ·~ ! ~ ,:.i :,,._,
\"'\· ,_ /~ ··~,.~:::/"
BPOAC2 (combined) (06-02)
-·-~ d ~' -__ .,·
. S e c:nrta Frank A . Carrino , ecret --~-----•• -· lY
THE STATE OF TEXAS
CITY OF FORT WORTH, TEXAS
CONTRACT
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TARRANT
This agreement made and entered into this the 16th day of June , 20 ~ 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 JLB Contracting, LLC., 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:
HOT MIX ASPHAL TIC CONCRETE SURFACE OVERLAY 2009-6
AT THIRTY-FIVE LOCATIONS
Designated as project number: C293-541200-209620131483.
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 Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort
Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part
of this contract the same as if written herein.
3 .
The Contractor hereby agrees and binds himself to commence the construction of said work
within ten (10) days after being notified in writing to do so by the 'ranspo a 10n ana 15ublic Works
Department of the City of Fort Worth. OFFICIAL RECORD \
ITY SECRETAR
.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 150 {One Hundred 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 $ 315.00 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 w ith 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 sa id 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 Con t ractor , 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
likew ise 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 Co f taet o @ itsws11 bcontractors
prior to final payment , final payment shall not be made until Contracto ei _ , a I su ·ts to Owner
'-RD
ITY SECRETARY
c-2 • WORTH, 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 carr ier 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 pub lic
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 cla imants 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 completed 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
NINE HUNDRED SEVENTY FIVE THOUSAND,
SIX HUNDRED FIFTY EIGHT DOLLARS
AND NO CENTS
$975,658.00
9.
It is further agreed that the performance of this Contract, eithe r 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.
C-3
OFFICIAL RECORD
ITV SECRETAR
.WORTH , TX
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 w ith 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
r---------
OFFICIAL RECORD
CITY SECRETARY
.WORTH ,TX
Done in Fort Worth , Texas , this the 16TH day of June ,20 ......... 09 __
APPROVED:
NJ!JfDIRECTOR,TRANSPT ATION AND
PUBLIC WORKS D ARTMENT
JLB CONTRACTING, LLC
(Contractor)
BY: ~v.,,J ~ ~
(Representative)
James G. Humphrey, Presi,dent of
JLB CON TM etlG, Ltc
f O. !3 e;L £1!o I
(Address)
td:d~I 1A) Zte12fi
(City/State/Zip)
Rev ised June 2008
CITY OF FORT WORTH
~-~/.
ASSISTANT CITY MANAGER
ATIEST:
~~tS??
(SEAL)
~-~3loo~
d§fltra ct Authoriaatioa
.-.~JJJo l O 5
Date
APPROVED AS TO FORM &
~ ASSl:ANTCtTYATTORNEY
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH , TX
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 turn 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 Constructicm dates
Block Limits Street Name Project Limits (Weather Permitting)
1100-1200 Brown street Yates Ave to Keller Springs Pkwy From 515108 to 5/29/08
Nombre de) 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 . Durante este trabajo de
mantenimiento, 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, par favor apague su
sistema de regar el cesped cerca de la calle .
Si tiene alguna pregunta o preocupaci6n, por favor Harne al contratista _______ al
Si no resuelve su preocupac1on a su satisfacci6n, puede tambien Hamar 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 Jos fines de semana llame al (817) 392-8100
Limites
de la cuadra
I 100-1200
Nombre
de la Calle
Brown Street
limites
de proyecto
Yates Ave a Keller Springs Pkwy
Fechas de construcci6n
permitiendo el estado de tiempo
de 515108 a 5/29/08
-
0
PROJECT DESIGNATION SIGN
-----4 1 -0"-------,
PMS 167
3 "
3 "!S I BEET MAINT CE
d PROGRAM =r 3"
,112 ,, t Contractor: /. -1;
2
11
2~ Contractor's Name-=-v
2
..
11/2 " TELEPHONE NUMBER
16 1/2 "
FORT WORTH IN LOGO -
CHEL TINGHAM BOLO
All OTHER LET TERING IN APIAL BOLD
LOGO COLORS :
FORT WORTH · PMS 288
L ONG HORN L OG O · PlJS 16 7
... u
~
a: ...
:r
0
0
~ ...
0 z
.... u
~ « .... z
0 u
~ ...
0 z
LEGEND
H.M~·A.C. REHABILITATION
JI • II II Hf . WEDGEMILL~O
(RECYCLE /OVERLAY ONLY ·)
NOTE: BUTT JOI_ .. TS NOT
REQUIRED WITH
REMIXING PROCEs·s.
· TYPIC·AL
STREET BEGIN OR
ENO POINT •.
REGARDLESS OF
THE INTERSECTING
STREETS ANGLE.
LAYOUT. ,oR RECYCLING ACTIVITES
UNLESS NOTED OTHEftWISE IN, STREET SCHEDULE '
BUTT JOINT
0-1
REVISED:
ft IV.Ne . DATl:
1990
SUTT
JOINT
cc
NOTE :U)AN ATTEMPT HAS BEEN MADE. TO DETAIL
AS MANY STD. flELD SITUATIONS AS
POSSIBLE HOWEVER I THE CONTRACTOR
MIGHT HAVE TO OVERLAP PARTS OF
THESE DETAILS TO CONflGURE ·A
LAYOUT THAT BEST APPLIES TO A
PARTICULAR SITUATION,
( 2) BUTT JOI HTS NOT REQUIRED WITH
REMIXING PROCESS,
~
-
~, . · i · MEDIAN ......
c~
~ STREET BEGIN OR
ENO POINT
TYPICAL
LEGEND
. ,. II II ·1~
~ \..
MEDIAN
'
'
-
LAYOUT FOR RECYCLING ACTIVITIES FOR BLVD. SECTION
UNLESS NOTED OTHERWiSE IN STREET SCHEDULE
I
H.M.A.C. REHABILITATION
WEDGE ... ILLING
(RECYCLE/ OVERLAY
ONLY)
~
" ..
I
'----·
/
0-2
REVISED:
I
l'l(Y,IU. DAU:
1990
-
-.-r-_ __,-.__ _____ r.__ __ _.r_-_ . ....,r __ :_,;.,;r =-iiiiiiiiiii,,-· _c __ _._c ____ ..., _________________ ~
LEGEND
•• II II 14
H.M.A.C. REHABILITATION
WEOOEMILLINO
(RECYCLE/ OVERLAY
ONLY)
NOTE :mALL RIGHT TURN STORAGE
LANES SHALL BE CONS1D£RED
AS PART OF CONTRACT,
(2) BUTT JOINTS NOT
REQUIRED WITH REMIXING
PftOCESS.
TYPICAL
....
....
. "
NOTE:
\..
BUTT JOINT
IF EITHEft RADIUS OOES NOT HAVE
AN ISLAND, IT WILL BE TREATED
AS INDICATED BY APPLICABLE
OE TAIL •
I
I ( STREET BEGIN OR
~ENO POINT\ REGARDLESS OF THE
. INTERSE~T NG STREETS ANGLE.
/
o-3
REVISED~
IIIV. Ne. DAf( t
1990
LAYOUT ,oR RECYCLINI ACTIVITEI ·.
UNLESS NOTEO OTHERWISE IN STftEET SCHEDULE.
II
LEGEND .
" rt I
.
H .M .A.C. REHABILITATION
: i• II II •i WEOGEMILLING ( RECYCLE
/OVERLAY ONLY.)
NOTE ~l)IF ANY COMBIHAtlON Of' ISLANDS
TYPICAL
. ANO RIGHT TURN LANE$ ARE AB .SENT
TURN RADIUS SHALL BE TREATED
AS STANOAAD. BUTT JOINT SHALL
BE SQUARED OFF# IF HEEDED
AS A RESULT OF EXISTING CONC.
VALLEY GUTTER.
(2) BUTT JOINTS NOT REQUIRED
WITH REMIXING PROCESS.
LAYO UT FOR RECYCLING ACTIVITIES WHEN INTERSECTING
STREETS ARE RECYCLED SIMULTANEOUSLY
UNLESS NOTED OTHERWISE IN. STREET SCHE.OULE
I
~
-
~
J
,-:;
I
0-4
RfVISfO :
ll(V. Ne . OATU
19 90
ATTENTION:
CURB RAMPS . SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 & 60.
WHEELCHAIR
RAMPS
STANDARD
DETAILS
CITY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD
. OCTOBER, 1992, REDRAWN OCTOBER 2002 .
l
'
T
r
t----10' PARKWAY----<
FLARES AT
SIDEWALKS
1":12" MAX
(TYPICAL)
7"
CURB FLUSH
W/GUTTER
DETECTABLE WARNING
SURFACE
(2' x 4' DOME -TILES)
. .·
.•. · ... f
(
. . ..
/-PROPERTY LINE
... •· .
··-~-----------
0
I
·v
SIDEWALK
....._......._____.,~..__, ___________ _
• I>
LEVEL LANDING
-----------·----------·---··-·-------------------------·----------·-· -----------------------------------------------
WHEEL CHAIR RAMP
CITY OF FORT WORTH-CONSTRUCTION 8'rANDAR
I I
I 1EX1STING CURB /1/ & GUTIER
SODD ING
AS REQUIRED
TYPE Ill
EX ISTING 20' R.
SCALE 1" = 4'
SIDEWALK RAMP WITH
COLORED SURFACE
BROOM FINI SH
1888888888@ HMAC TIE-IN
VARIABL~ HEIGHT CURB
EXIS11NG CURB & GUTTER
SAWCUT FOR CONCRETE PAVEMENT
CITY OF FORT WORTH , TEXAS
ACCESSABILITY RAMP -
TYPE III (20' RADIUS)
DA TE: 09 /2004
STR-040
STREET CURB
MONOLITHIC
SIDEWALK Clf~B
LJNES TO BE
1/4" DEEP
4 JOINT, 4" GAP 1• R
m:1
R.0.W.
6"
~-
CURB PAY LIMIT
MAX. LENGTH OF SURFACE TREATMENT (GROOVE)
5' FROM THE BACK OF CURB.
EXPANSION · MATERIAL
RECESSED 1/ 4 • AND
SEALED W / SIU CONE
(APPUCABL.£ TO ALL COLD-JOINTS)
NOTES
TYPICAL RAMP X-SECTION
CITY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD
1. FOR PARKWAY WITH ELEVATION BELOW STREET
ELEVATION, THE SIDEWALK CURB MUST BE 2"
HIGHER THAN THE STREET CURB.
OCTOBER, 1992, REDRAWN _ ·oCTOBER 2002 2. SIDEWALK CURB SHALL NOT ENCROACH ON THE
PROPOSED WIDTH OF THE SIDEWALK RAMP.
3. FOR TYPE I RAMP MAXIMUM SIDEWALK CURB
HEIGHT o" To 7N .
CIT)' Of' FORT WORTH, TEXAS
ACCESSABILITY RAMP -
TYPICAL CROSS SECTION
DATE: 09/200'4-
STR-031
..• ·.·.·=·=··=·:-::•:•::·:-:,•:•:··=·:··:•:-::-:-:>:-:-·-·
... ·.·.•.·.·.··· -:-·:-:--=-=·:-·-····
......... ....... .. ····· ... . . . ·.·.<·:-·:-:-::-:-:>:-:-·-·.· ..
-:-·:-: .. -:-:-·:-:-:>:-:-·-·.· ..
(c)
COMltfED (l"~)flU8UC
SIDEWALK CURii MMP
CITY OF FORT WORn-t. TEXAS
ACCESSABILITY RAMP
TYPICAL CROSS SECTION
DA1E: og/200,4.
ATTENTION:
CURB RA.MPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FlGS . 58, 59 &: 50.
1 +.2.6 Vehicular Ways and Facilities
I)
(a)
D
I
I
I
~
~ I
0
r ~ I
.....
(b) .
l'erpancficulor pubic ~ldewalll cun, r,:,mp
In public J/dewoAc with pari<way
PvpandlC\Aar pubic sldawalk CJMI ramp
in public aidewalk
(a)
an11lol public 1idewollr c:Yrb ramp
In public 1Jdualt
a a a
~ ij
(b)
Combination public 1ld1:wa/k curi> "'"'P
in pubUc r;dewallr. wltlt pari<way
· fig. 60
a a
0
(c)
= =
=
l'•'Jl•ndlc:1,1Jar pub,c Jidowallc curb romp
ol proieclcd inlorHcilon
Public Sidewalk Cirb Romps cl Marked Crossin~3
CITY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP
DATE: 09/200,4.
I
I
X -y
RUNNING
SLOP.! RWN'ING SI.CPI
1:20 MAX l: 12 li£AX COUNTER SLOP!
1:20 J,UX
u,.
CIJl!Jt J!W,{P STRUT .
lf.ALI.'.
i{oTEJ
(1) Slap• • y/x -..hara X l• & h ... J 1ap•
(2) CaWlt.c' 1lap• ah..U nat ca:n4 1:20
1't(. H.7.2
lleuureme.nl of Cu.rb Ramp Slope
Pt.ilfl'ING Oll OTHER
, NONlfA.LXIN G SURF A.Cl
SID!
l(OT'II It X < 4-8" (1Z20 _..) l.haa Ula clape at U.a
flaracl .t••• ah.all aal axa••• 1:lll
I
. (•) nu-•• 514 ..
(11) ll• turned Curll
fie, H.7.5
Sldos of Curb Runps
fie. a,.1 .e
Built-up Curb Ra.mp
OCTOBER, 1992, REDRAWN OCTOBER 2002
CITY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP ,..... _., ,n C"I nae nc-TA 11 C'
DA TE: 09 /200'4
~TR-n.in
COLLAR CONFIGURATION COLLAR CONFIGURATION FOR PAVED AREA_,. ___ .,_ IN UNPAVED AREA
(8} #4 BARS,
PLACED AS SHOWN .
USE CLASS . "A"
(3000 _LB)
CONCRETE .
COLLAR
THICKNESS
VARIES, 8" MIN.
t
CASE #1
CASE
#1
COLLAR SHALL EXTEND TO
BOTIOM OF 2 :27 CONCRETE
(REBAR REQUIRED).
CASE 62
CASE
#2
COLLAR SHALL EXTEND J" BELCW
BOTIOM OF LOWEST GRADE RIN G
(REBAR REQU IRED).
4'-0M (MANHOLE)
r2·-o· (WATER VALVE)
PLAN VIEW
GRADE RINGS
(MANHOLE COLLAR SHOWN)
(NOT TO SCALE)
Cl1Y OF FORT WORTH, TEXAS
MANHOLE AND WATER VALVE
CONCRETE COLLAR
-w
G ::j
_J < O>
::t: z a::
~~ ...._, 3::
: '--"
-0 I : . 0
st-I
N
GROUND
NECK, 1YP.
DATE: 09/2004
STR-028
Manhole Riser
3/8" Dia. Hole
With 302 Stainless
Steel Roll Pin
Cross Section view
~ ~ IO or I 2 gage 090 galvanized steel
G)~
Expanding Linkage
1( 2 1/4" >
II( 4 J /4" >
Item Item Material Description
N beDes.f um r cnp aon
I 3/8" Roll Pins 302 Stainless Steel (14 ,000 LB Double Sheer Strength )
2 Steel Skirt 12 or JO gage A.LS .I. 1020 Steel (A-36)
G-90 Galvanized
3 Weld 65%· 70% circumference welded
4 3/4" wide Riser Bar Hot Rolled Steel A.LS .I. I 020 (A -36)
5 Rod Ends Forging A.I.S .I. C-1030 Steel Heat Treated BHN 240
Zinc Plated with Dichromate Finish
6 Turnbuckle A.LS.I. I 020 BHN 149
Zinc Plated diooed in Linebacker rust inhibitor
1"'"<---3/4" thick riser bar
3/8" I. D .
3/8" -16 Thread
Tensile
y· Id 1e
33 ,000 P.S.J.
75 ,000 P.S.J.
33,000 P.S.I.
70,000 P.S.I.
70 ,000 P.S.I.
Tensile
Ulti t ma e
60 ,000 P.S.I.
85 ,000 P.S.I.
60 ,000 P.S.I.
92,000 P.S.I.
80 ,000 P.S.I.
Water _ Valve Riser Cross Section view
4 r--12 gage G90 galvanized steel
G)-
t
Height I new asphalt overlay
, .. <---3/8" D .O .M . Tube
Item Item Material Description
N b um er D . f escnp 10n
I Steel Skirt 12 gage A.LS.I . I 020 Steel (A-36)
G-90 Galvanized
2 Weld Lincoln Outersheild 71 Elite .045
3 3/8" wide D.O .M Tube D. 0 . M . Tube A.LS .I. 1026 (A513 type 5)
Tensile
y· Id 1e
33 ,000 P.S .I.
75 ,000 P.S.I.
72,000 P.S.I.
Tensile
Ulf t 1ma e
60,000 P.S.I .
85 ,000 PS.I.
87,000 P .S.I.
GROUND LINE
0 . co
U) .
N z
2 -. -
SUITABLE
MATERIAL
TAMPED IN
LIFTS NOT
EXCEEDING
1211 LOOSE,
PIPE SHALL BE 6 • PERFORATED
POLYVINYL CHLORIDE TUBING
PEA ASTM D-1784 UNLESS
SPECIFIED OTHERWISE. ·
ANO
GUTTER
. . ...
1 :fOP OF CURB
12• OVER~AP
j_-FILTER FABRIC PER
PAY ITEM NO. 146
SUBDRAIN.
CITY OF FORT WORTH, TEXAS-CONSTRUCTION STANDARD
DRAWING NO. S-S II MOOrf'. DATE: 3-7-95 ------·--____ ___.. ________ __;;_::..:....;;.JL------~---__;;.~---J
367 Addendua 3
r
----------=-=-===·:·-==.:.:=::=."':.:::..-=------=.:-==-=-=--==-===-..--:=-..::::.=------------------------------. -·-
Height· .
BACK OF
/CURB
2'
PLAN VIEW
(Varies) 2' - 7.5"
( Typ.)
12" WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
Striping and reflectors to be
install by the Contractor
BACK OF
CURB ~
2' - 7.5" (Varies)
( Typ.)
12" WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
2'
6
- I N
("")
- I .....
6 _,
N
WHITE TYPE II 1-SIDED REFLECTORS
3-1/2 inches
Ramp Gradient: 8.57 in 1 (30 inches/ 3-1/2 inches height) DEPARTMENT OF TRANSPORTATION
AND PUBLIC WORKS CITY OF Side Gradient: 3.43 in 1 (12 inches/ 3-1/2 inches heigh1 ,.TRAFFIC ENGINEERING FORT WORTH
SPEED CUSHIONS
Dll4WN IY: !>I.Tl: AJB January I 5, 2004
~IT:
DRAWING NOT TO SCALE
HMAC Surface Overlay (2009-6)
Blk I Street Name I Street Limits : co iMap LM Procedure I
600 -699 10TH AVE PENNSYLVANIA A VE -PRUITT ST 9 760 0.07 POL
900 -1099 7TH AVE W TERRELL A VE -W ROSEDALE ST 9 76L 0.36 POL
11:::: ·---,~ ~ rn --1'1 ~--~--I T"'~-)l J,. .... ' ..... T,. ·-A . A-~ -oel~<\--~c
1-~ -....... --·-· --7 _ ... V ,J --
2834 -2899 S ADAMS ST W LOWDEN ST -W LOWDEN ST 9 76Z 0.1 POL
3600 -3699 AL ICE ST W RIPY ST-W BUTLER ST 9 91A 0.24 POL
I 00 -349 W BOWIE ST S MAIN ST -ST LOUIS A VE 9 77W 0.34 POL
1800 -2099 W BOWIE ST CLEBURNE RD -TOWNSEND DR =E~y O 41 POL --
~~ _ BRADNER AVE _______ 2 _!:lROADWAY AVE -W PETERSMIT~~---_j _9_~_!6':!_j _ 0 _19_-f---.. -POL _:-
EQ.Cl -12 15 __ W BROADWAY A VE ______ h ENDERSON ST -BRADNER A VE ________ --~ 9) 76H ! ~07 _ POL _
350 . 399 W BUTLER ST ~ICE ST· AL ICE ST l.9 cl O 03 POL
:::0 ~::9 ~:~:~ ST ····-·· :-;;·::.YWR~~SS';IVERSITY DR ---::~~=i :-r:r: ;; r. :~ =·
1200-1299 W DASHWOOD ST ---~AVE-SLAKE ST ----------------+-J _J_2~~-+-0_:<!_~--~---__P~_
:~:; :::99 :O::~~ ::K ~LVD ::::::L~::~ ~ ;;~~:: ~~~---------------t-;f ;~;r~\7 +--~~t ----
1-----------·-.. ···-·-----·-,-·---·,-·-·-1 ·-·--l ·--------·-----;; ';;;;2 ~t~~c.;; ~E .. ... _ _ ~~J:~;~_T,;.;~:~\VNSEND DR _ _ ... . ... + : y:~r0;3; 1 . ~~~ ....
3100 ~~199 Is GROVE ST .Tw BERRY S~ S-S~EAD END -·-·-----, 9 77X --~-:;--r ----~~~-----·----.. ------·+-------·-· . ----.. ··----·-i··-.. -··--·--·-··---.. -· ----.. ___________ ---------.. i · ..... ----· .. r --·--+ ..... ---------.. -
1600-1699 !WHUMBOLTST 8THAVE -9THAVE ! 9 I 76L l 0.33 i POL .. _ -·-··--· -+-----------·-----·-·-..... -------·-·--__ .... ________________ .. _________ T.... ·-·-···--t-· . -··· .. -------·-
100 -399 1W_JESSAMINE ST S MAIN ST-END OF CURB __ _2_ _:?_7~~4--POL _
500 -599 S LAKE ST W PETERSMITH ST -PENNSYLVANIA A VE 9 76H 0.21 POL
1900 - 1999 MARTIN LYDON AVE GORDON A VE -TOWNSEND DR 9 90Q 0.14 POL 1--------f------------+-----------·---------------+---+---+------··------
2700 -2799 MERCEDES AVE CARROLL ST -FOCH ST ~~ 0.32 M-~---
3400 -3499 MISSION ST W BEWICK ST -W BIDDISON ST t 0.18 POL
5300 -5399 ODELL DR _________ FRAZ~R D ~~ -SOUTH~~ST ~~__?P 820 ---~=-2 +-9~~-__ OJ~~---·-;q~~:~~
~-~~~~:~~;·--fr~;:~ ---.. --. --:~~T:~S~!~--;:l:-:~;-~==-:~-~-----~-~=----~l-:-~·;:~ 1-~_;:·t_~;~t.:~-
~OO - 1599 _ k PULASK I ST ----·······l&i AVE · 8TH AVE _ -· -· ..... ·-·-. .. . .l :;:t 76~.L O "-L-. PDL ...
4800 -4999 isouTH RIDGE TER BILGLADE RD -SOUTHWEST LOOP 820 [ 3 I 89R I O 74 f MOL ~ ----.. ----t--·--------·-----·-·------~-----·--·----------------------·----; -I l -r--·--------
900 -I 099 ~OUTHLAND AVE !w TERRELL AVE - W PULASKI ST • 9 : 76L i 0.26 I POL
2:700 -2799 . ---I STANLEY AVE ·-~~~~V~.!._C:~~~~--------·-LJ_.E~==.o~~l. ____ ~_
~00 -4699_ -~NLEY A VE ~ BOYCE A VE -W SPURGEON ST ! 9 j 90L ~ 0.15 ! POL __
~~ 5399~ANLE Y AVE .····----!FRAZIER DRE-JAMES IH 20 EB RAMP ____ ···-·-)__ 9 _j 90U .J_ 0.26 _i_. MOL __
~:~-~;~9 -i ~~:~:~~~R ------~~~::~:~-~~:~lo EN o··-----........ -· ---4--:-+~::~1---~ ~;-~ ·---:t . -···
1-----------1-----·----·-i -------------~ ------•• -H--·-------~•-•• -~ •-• ---~i ---•• -• •• ----
: . ! : ; 9 .32 1
`� � �
za
0
�.
r/1 v� w _ __ _ ___
ITEM UNIT ITEM DESCRIPTION
1 EA Project Designation Sign
2 LS Utility Adjustment
3 LF Remove and Replace Concrete Curb and Gutter
4 LF New Concrete Curb and Gutter
5 SF Remove and Replace 6-Inch Concrete Driveway
6 SF Remove and Replace 6-Inch Eexposed Aggregate Driveway
7 SF New 6-Inch Concrete Driveway
8 SF Remove and Replace 4-Inch Concrete Sidewalk
9 SF Remove and Replace 4-Inch Exposed Aggregate SidewalkWalk
10 SF New 4-inch Concrete Sidewalk
11 SF Remove and Replace Concrete 4-inch ADA Wheelchair Ramp
12 SF New 4-inch ADA Wheelchair Ramp
13 SY Remove and Replace Concrete Valley Gutter
14 SY New Concrete Valley Gutter
15 EA Remove and Replace 5 Ft Storm Drain Inlet -Top
16 EA Remove and Replace 10 Ft Storm Drain Inlet -Top
17 LF 6-Inch Perforated Pipe -Sub Drain
18 SY 8-Inch Pavement Pulverization
19
TON
26 Ib/sy Cement Modification
20
CY
Unclassified Street Excavation
21
CY
Crushed Limestone
22
CY
Asphalt Pavement Base RepairAsphalt Pavement Base Repair
23
TON
HMAC Pavement Level -Up
24
LF
Pavement Wedge Miling 2-Inch to 0-Inch Depth, 5.0 Ft Wide
25
EA
Butt Joint -Milling
26
SY
2-Inch HMAC Surface Milling
27
LF
Crack Sealing of Existing HMAC Pavement
-- ----
SY
2-Inch HMAC Surface Course Type "D" Mix
_28
29
EA
Remove and Replace 30-Ft HMAC Speed Cushion- —
30
EA
Remove and Replace 40-Ft HMAC Speed Cushion
31
EA
Water Valve Box Adjustment With Steel Riser
32
EA
Water Valve Box Adjustment with Concrete Collar
33
EA
Water Meter Box Adjustment
34
EA
Manhole Adjustment With Steel Riser
35
EA
Manhole Adjustment With Concrete Collar
Monthly Pickup of Bulky Items
w
d
d
z
���
H
F W � a
QTY
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
600
_ 8
0
0
0
0
0
0
0
0
600
0 --
0
0
0
0
0
0
Week of the
3rd Monday of
the month
Garbage, Recycling,Yard Trimmings &Brush Weekly Pickup Days wednesday
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS (2009-6)
CITY PROJECT N0.01314
TPW PROJECT NO.C293-541200-209620131483
STREET BY STREET (QUANTITY DETERMINATION SPREAD SHEET
— -- 3 �� 3 ------ a �
� � 3
3 �k w w
w ri � O� OU �� ern a r Ad
w�. y�zw w �A Oa
�� a �� Na HRH �3F 30� v'^�' ��N N3 0�
wa v a a r; ww hC� w�F„� xA� �wa w�¢ w�v� �"� 3w
w�A � 7 AA r„zA .. w r„ Aw a aAa w x�
� '�33 3z z�x o z Nw H w �x
xHoo da so Q000 `"rho �'�Qo a��wo "'x�o C°ao `��zo x�o Ago
�3xa �3>a �33a ¢.��a 3v�aa aa3aa 3v�Wa 3Qa 3t5��y3a____ 3u7a
QTY Q'fY QTY QTY QTY QTY QTY QTY QTY QTY QTY
0 �i 0 0 0 0 0 0 0 0 0
0 �) 0 0 0 0 0 0 0 0 0
100 �,) 25 95 0 0 125 25 30 50 0
0 m 0 0 0 0 0 0 0 250 0
0 iJ 0 0 0 0 0 0 0 270 0
0 �) 0 0 0 0 0 0 0 0 0
0 �� 0 0 0 0 0 0 0 0 0
0 �) 0 0 0 0 0 0 0 0 0
0 U 0 0 0 0 0 0 0 0 0
0 ��I 0 0 0 0 0 0 0 0 0
0 ��1 0 0 0 0 100 100 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 - O-- — -0 0 0 0 0 0 - -�-------C-------
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
2,260 2, 50 645 2,142 2,700 1,350 440 295 0 1,980 320
29 9 8 28 35 18 6 4 0 _ 26 4
--- 0 - - — ---- 0 0 0 0 --- 0 — 0 --- - O --O --- --- 0 ---
0 0 0 0 0 0 0 0 0 0
0 _ 0 0 0 0 0 0 15 0 0
0 ) 0 0 0 0 0 0 1 0 0
0 ) 0 0 0 0 0 0 340 0 0
0 ) 0 0 0 0 0 0 2 0 0
0 ) 0 0 0 0 0 0 0 0 0
0 ) 0 0 0 0 0 0 500 0 0
2,260 2,.350 645 2,142 2,700 1,350 440 295 530 1,980 320
— -- -----
0 0 0 0 0 0 0 0 0 0
0 ) 0 0 0 0 0 0 0 0 0
0 l 0 0 0 0 0 0 0 0 0
4 1 3 3 0 3 0 0 0 2 0
0 � 0 0 0 0 0 0 0 0 0
0 � 0 0 0 0 0 0 1 0 0
5 � 0 0 0 2 0 0 0 1 0
Week of the Weel. of the Week of the Week of the 3rd Week of the Week of the Week of the Week of the Week of the 4Veek of the Week of the Week of the 4th
3rd Monday of 3rd Mnnday of 3rd Monday Monday of the 3rd Monday 3rd Monday of 3rd Monday 3rd Monday of 3rd Monday of 4th Monday of 3rd Monday Monday of the
the month the r�nonth of the month month of the month the month of the month the month the month the month of the month month
Wednesday Wed esday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Tuesday Wednesday Tuesday
TOTAL
0
0
450
250
270
0
- ---------- - —
0
0
0
-- -- 0 —
200
0
0
— --— � — —
0
0
0
— _-_-14,982
195
0
0
15 -
1
340
2
0
500
15,512
---- 0— -
0
0
19
0
— -- 1 --
8
Page 1 of 3
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MAC SU ACE OVERLAY AT VARIOUS LOCATIONS (2009-6)
CITY PROJECT N0.01314
TPW PROJECT NO. C293-541200-209620131483
STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET
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ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY __
1 EA Project Designation Sign 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2 LS Utility Adjustment 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3 LF ;Remove and Replace Concrete Curb and Gutter 25 0 200 275 25 175 150 300 0 450 225 25 0 1,850
4 LF 'New Concrete Curb and Gutter 0 0 0 0 0 25 0 0 0 0 0 0 0 25
5 SF Remove and Replace 6-Inch Concrete Driveway 0 0 126 0 0 100 0 325 0 110 0 0 0 661
6 SF Remove and Replace 6-Inch Eexposed Aggregate Driveway __ 0 0 _ _ 0 0 0 0 0 0 0 0 0 0 0 0
--�---
7 SF New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove and Replace 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9 SF Remove and Replace 4-Inch Exposed Aggregate SidewalkWalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10 SF New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11 SF Remove and Replace Concrete 4-inch ADA Wheelchair Ramp 0 0 0 0 0 0 0 p 0 0 0 0 0 0 _
12 SF ,New 4-inch ADA Wheelchair Ramp 0 0 0 0 0 0 0 p 0 0 0 0 0 0
13 SY Remove and Replace Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0 0 _ _ 0
14 SY New Concrete Valley Gutter 0 0 0 0 0 0 0 p 0 0 0 __ 0 _ 0_ 0
15 EA Remove and Replace 5 Ft Storm Drain Inlet -Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove and Replace 10 Ft Storm Drain Inlet -Top 0 0 0 1 0 0 0 0 0 0 0 0 0 1
17 LF 6-Inch Perforated Pipe -Sub Drain 0 0 0 0 0 0 0 0 0 0 0 0 0 ___0
18 SY �8-Inch Pavement Pulverization 1,810 725 2,015 6,025 855 1,950 1,960 1525 1,075 0 1,340 0 0 19,280
19 TON �26 Ib/sy Cement Modification 24 9 26 78 11 25 25 20 14 0 17 0 0 _ __ __ 251
20 CY Unclassified Street Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0
21 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0 0 0
— -- -- --
22 CY 'Asphalt Pavement Base RepairAsphalt Pavement Base Repair 0 0 0 0 0 0 0 0 0 46 0 2 0 48
23 TON HMAC Pavement Level -Up 0 0 0 0 0 0 0 0 0 6 0 5 3 14
24 LF Pavement Wedge Miling 2-Inch to 0-Inch Depth, 5.0 Ft Wide 0 0 0 0 0 0 0 0 0 1,460 0 1,100 560 3,120
25 EA �ButtJoint-Milling 0 0 0 0 0 0 0 0 0 2 0 2 3 7
26 SY 2-Inch HMAC Surface Milling 0 0 0 0 0 0 0 0 0 0 I 0 165 _ 0_ 165
27 LF Crack Sealing of Existing HMAC Pavement 0 0 0 0 0 0 0 0 0 800 0 1,500 1,000 !, _ 3,300
28 SY 2-Inch HMAC Surface Course Type "D" Mix 1,810 725 2,015 6,025 855 1,950 1,960 1525 1,075 2,280 1,340 1,650 1,115 _ _ _ 24,325
29 EA Remove and Replace 30-Ft HMAC Speed Cushion 0 0 0 0 0 0 _ 0 _ 0__ 0 _ 0 0 _ 0 0 _ __ _ 0_
30 EA Remove and Replace 40-Ft HMAC Speed Cushion 0 0 0 0 0 0 0 0 0 0 0 0 0 0
31 EA Water Valve Box Adjustment With Steel Riser 0 0 0 0 0 0 0 p 0 0 0 0 1 1
-- —
32 EA � Water Valve Box Ad�ustment with Concrete Collar _ _ 1 0 _ 1 4 0 3 0 2 0 _0 _ � 0 0 0 � 11
33 EA Water Meter Box Adjustment 0 0 0 0 0 0 0 1 0 0 0 0 0 I 1
-- -- -
34 EA Manhole Adjustment With Steel Riser 0 0 0 0 0 0 0 0 0 0 0 1 1 2
35 EA Manhole Adjustment With Concrete Collar 0 0 0 1 1 0 1 2 0 0 0 0 0 � 5
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Week of the Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 3rd Monday of .3rd Monday of 3rd Monday of 3rd Monday of 3rd Monday
— the month the month the month — the month of the month
Garbage, Recycling,Yard Trimmings &Brush Weekly Pickup Days Wednesday Wednesday Wednesday Wednesday Wednesday
--------- ------ - ----- - --- --- ---------- ---- ------ —l—------- -----
ON ALL STREETS IN THIS CONTRACT, THE CONTRACTOR MAY WORK DURING THE DAY, BETWEEN 7:00 A.M. UNTIL 7:00 P.M.
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Week of the 3rd j Week of the Week of the Week of the Week of the Week of the Week of the Week of the
Monday of the i 3rd Monday 3rd Monday of 3rd Monday 4th Monday of II 3rd Monday of 3rd Monday of 4th Monday of
month of the month the month of the month the month the month the month the month
Wednesday I Wednesday Wednesday Wednesday Tuesday Wednesday Wednesday � Tuesday
Page 2 of 3
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(ALL_ P
AGE:
ITEM UNIT ITEM DESCRIPTION QTY CITY CITY CITY QTY QTY QTY QTY QTY
1 EA Project Designation Sign 0 0 0 0 0 0 0 0 0 0 0
2 LS Utility Adjustment 0 0 0 0 0 0 0 0 0 0 -- 0
3 LF Remove and Replace Concrete Curb and Gutter 225 110 250 125 25 0 25 0 65 825 31125
4 LF New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 0 275
5 SF Remove and Replace 6-Inch Concrete Driveway 0 175 0 0 0 0 0 0 0 175 11106
6 SF Remove and Replace 6-Inch Eexposed Aggregate Driveway 0 0 0 0 0 0 0 0 0 0 - 0
7 SF New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove and Replace 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0
9 SF Remove and Replace 4-Inch Exposed Aggregate SidewalkWalk 0 0 0 0 0 0 0 0 0 0 0
10 SF New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0
11 SF Remove and Replace Concrete 4-inch ADA Wheelchair Ramp 0 0 0 0 0 0 0 0 0 0 200
12 SF New 4-inch ADA Wheelchair Ramp 165 0 0 100 0 0 0 0 0 265 265
13 SY Remove and Replace Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0
------------ - ---------- --- ------
14 SY New Concrete Valley Gutter 0 0 0 45 0 0 0 0 0 45 45
15 EA Remove and Replace 5 Ft Storm Drain Inlet -Top 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove and Replace 10 Ft Storm Drain Inlet -Top 0 0 0 0 0 0 0 0 0 0 1
17 LF 6-Inch Perforated Pipe -Sub Drain 0 0 0 0 0 0 0 0 0 0 0
18 SY 8-Inch Pavement Pulverization 2,120 11160 0 17660 1,885 1140 0 0 11400 91365 43,627
19 TON 26 Ib/sy Cement Modification 28 15 0 22 25 15 0 0 18 122 567
20 CY Unclassified Street Excavation 0 0 0 0 0 0 0 0 0 0 0
21 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0
22 CY Asphalt Pavement Base RepairAsphalt Pavement Base Repair 0 0 0 0 0 0 60 0 0 60 123
23 TON HMAC Pavement Level -Up 0 0 15 0 0 0 5 15 0 34 50
24 LF Pavement Wedge Miling 2-Inch to 0-Inch Depth, 5.0 Ft Wide 0 0 3,425 0 0 0 19100 500 0 51025 81485
25 EA Butt Joint -Milling 0 0 4 0 0 0 2 2 0 8 17
26 SY 2-Inch HMAC Surface Milling 0 0 0 0 0 0 0 0 0 0 165
27 LF Crack Sealing of Existing HMAC Pavement 0 0 51000 0 0 0 12600 800 0 7,400 11,200
28 SY 21,,Inch HMAC Surface Course Type "D" Mix 2,120 11160 51330 1,660 19885 1140 11650 1,525 11400 17,870 57,707
29 EA Remove and Replace 30-Ft HMAC Speed Cushion 0 0 0 0 0 0 0 0 0 0 0
30 EA Remove and Replace 40-Ft HMAC Speed Cushion 0 0 0 0 0 0 0 0 0 0 0
31 EA Water Valve Box Adjustment With Steel Riser 0 0 3 0 0 0 0 0 0 3 4
32 EA Water Valve Box Adjustment with Concrete Collar 3 1 0 5 5 0 0 0 0 14 44
33 EA Water Meter Box Adjustment 0 0 0 0 0 0 0 0 0 0 1
34 EA Manhole Adjustment With Steel Riser 0 0 3 0 0 0 0 3 0 6 9
35 EA Manhole Adjustment With Concrete Collar 0 2 0 0 2 0 0 0 0 4 17
Week of the Week of the Week of the Week of the Week of the 3rd Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 3rd Monday of 3rd Monday of 3rd Monday of 3rd Monday Monday of the 3rd Monday 3rd Monday of 4th Monday of 3rd Monday of
the month the month the month of the month month of the month the month the month the month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Wednesday Wednesday Friday Wednesday Wednesday Wednesday Wednesday Tuesday Wednesday
ON ALL STREETS IN THIS CONTRACT, THE CONTRACTOR MAY WORK DURING THE DAY, BETWEEN 7:00 A.M. UNTIL 7:00 P.M.
Page 3 of 3