HomeMy WebLinkAboutContract 35969 r
SPECIFICATIONS
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.. CITY SECRETARY AND
CONTRACT NO. --c"Mcmnsommco,
.. CONTRACT DOCUMENTS --COVSMR WY
CITY MAMAGEn c"a
FOR
TRW.FEE COFY
HMAC SURFACE OVERLAY (2007-64 —
......._
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 00748
TPW PROJECT NO. C293-541200-206620074883
2007
MIKE MONCRIEF CHARLES R. BOSWELL
MAYOR CITY MANAGER
ROBERT D. GOODE, 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 OFr``�1 °o
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City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 9/11/2007
DATE: Tuesday, September 11, 2007
LOG NAME: 20HMAC 2007-6 REFERENCE NO.: C-22380
_ SUBJECT:
Authorize Execution of Contract with JLB Contracting, LP, for HMAC Surface Overlay 2007-6 at
Various Locations (City Project No. 00748)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with JLB
Contracting, LP, in the amount of$1,156,183.90 for 130 working days for HMAC Surface Overlay 2007-6 at
various locations.
DISCUSSION:
In the FY2006-2007 Contract Major Maintenance Program, various types of street maintenance techniques
are grouped into specific contract packages. HMAC (hot mix asphaltic concrete) Surface Overlay 2007-6
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 on June 14 and 21, 2007. On July 5, 2007 the following bids were
received:
BIDDERS AMOUNT
JLB Contracting, LP $1,156,183.90
Peachtree Construction, LTD $1,203,200.00
JLB Contracting, LP is in compliance with the City's M/WBE Ordinance by committing to 22 percent
M/WBE participation. The City's goal on this project is 22 percent.
This project is located in COUNCIL DISTRICT 6.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the
Contract Street Maintenance Fund.
http://www.cfwnet.org/council_packet/Reports/mc_print.asp 9/17/2007
Page 2 of 2
TO Fund/Account/Centers FROM Fund/Account/Centers
C293 541200 206620074883 $1,156,183.90
Submitted for City Manager's Office br. Marc A. Ott (8476)
Originating Department Head: Robert Goode (7804)
.r Additional Information Contact: George Behmanesh (7914)
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F.
http://www.cfwnet.org/council_packet/Reports/mc_print.asp 9/17/2007
SPECIFICATIONS
_ AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2007-6)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH,TEXAS
CITY PROJECT NO. 00748
TPW PROJECT NO. C293-541200-206620074883
N 5�
NAJIB RES,P.E. DATE
INFRA TRUCTURE MANAGER
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
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DAVID TOWNSEND,P.E. DATE
ENGINEERING MANAGER WATER DEPARTMENT
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TABLE OF CONTENTS
r 1. Notice to Bidders
2. Special Instructions to Bidders
i
3. Prevailing Wage Rates
4. Proposal
{r S. Vendor Compliance
4 6. Minority and Women Business Enterprise Specifications
' 7. Special Provisions
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8. Item 360,Concrete Pavement(Modified Specification)
r 9. Contractor Compliance with Worker's Compensation Law
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r 10. Certificate of Insurance
11. Equipment Schedule
12. Experience Record
13. Performance Bond
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r14. Payment Bond
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M 15. Maintenance Bond
- 16. Contract
17. Notice of Construction Detail
r18. Project Designation Sign Detail
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r19. Other Details
20. Soil Reports
21. Street Locations
22. Street by Street Paving Quantity Determination Spreadsheet
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Sealed Proposals for the following:
{ HMAC SURFACE OVERLAY(2007-6)
AT VARIOUS LOCATIONS
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a
TPW PROJECT NO.C293-541200-206620074883
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Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas, will be received at the
Purchasing Office, City of Fort Worth, in the lower level of the Municipal Building, 1000 Throckmorton, Fort
Worth, Texas 76102 until 1:30 p.m., Thursday, July 5,2007, and then publicly read aloud at 2:00 p.m., in the
Council Chambers.
k� Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department
( of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. One set of
documents will be provided to prospective bidders for a deposit of twenty dollars($20.00), such deposit is non-
refundable.Additional sets may be purchased on a non-refundable basis for twenty dollars($20.00)per set.These
documents contain additional information for prospective bidders.
� A pre-bid conference will be held at 1:30 P.M.June 27,2007,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:
i 7,700 L.F. Curb and Gutter Replacement
13,300 L.F. 2 Inch to 0 Inch Wedge Milling Deep,5 Ft Wide
1�
50,100 S.Y. 2 Inch Surface Course Type"D"Mix
30,000 S.Y. 8 Inch Pulverization
390 TON Cement Modification
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.
}
:l CHARLES R.BOSWELL ROBERT GOODE,P.E.,DIRECTOR
CITY MANAGER TRANSPORTATION AND PUBLIC WORKS
DEPARTMENT
i
Advertising Dates: By: _
June 14,2007 Riad Nusrallah,P.E.
June 21,2007 Street Program Manager
SPECIAL INSTRUCTIONS TO BIDDERS
l. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of
Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid
submitted must accompany the bid, and is subject to forfeit in the event the successful
bidder fails to execute the contract documents within ten days after the contract has been
awarded.
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To be an acceptable surety on the bid bond, the surety must be authorized to do business
in the state of Texas. In addition, the surety must(1) hold a certificate of authority from '
.. the Untied States secretary of the treasury to qualify as a surety on obligations permitted
or required under federal law; or (2)have obtained reinsurance for any liability in excess
of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of
Texas and is the holder of a certificate of authority from the Untied States secretary of the
treasury to qualify as a surety on obligations permitted or required under federal law.
Satisfactory proof of any such reinsurance shall be provided to the City upon request.
The City, in its sole discretion,will determine the adequacy of the proof required herein.
2. PROPOSAL: After proposals have been opened and read aloud,the proposals will be
tabulated on the basis of the quoted prices,the quantities shown in the proposal, and the
application of such formulas or other methods of bringing items to a common basis as
may be established in the Contract Documents.
The total obtained by taking the sum of the products of unit prices quoted and the
estimated quantities plus any lump sum items and such other quoted amounts as may
enter into the cost of the completed project will be considered as the amount of the bid.
Until the award of the contract is made by the Owner,the right will be reserved to reject
any or all proposals and waive technicalities,to re-advertise for new proposals,or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
,�. furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided,without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
Documents prior to the bid receipt. Information regarding the status of addenda may be
obtained by contacting the Department of Engineering Construction Division at(817)
871-7910. Bids that do not acknowledge all applicable addenda will be rejected as non-
responsive.
SPECIAL INSTRUCTIONS TO BIDDERS
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4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City
business days from the date that the M/WBE UTILIZATION FORM,PRIME
%W 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.
F 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
NOR) 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.
F Said bond shall solely be for the protection of the City of Fort Worth.
D. A Two-year Maintenance Bond is required for all projects to insure the prompt,
full and faithful performance of the general guarantee as set forth in Paragraph 7
of the Special Provisions.
To be an acceptable surety on the performance, payment and maintenance bonds, the
surety must be authorized to do business in the state of Texas and meet all requirements
of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a
certificate of authority from the Untied States secretary of the treasury to qualify as a
surety on obligations permitted or required under federal law; or (2) have obtained
reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and
admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority
from the Untied States secretary of the treasury to qualify as a surety on obligations
permitted or required under federal law. Satisfactory proof of any such reinsurance shall
be provided to the City upon request. The City, in its sole discretion, will determine the
adequacy of the proof required herein.
No sureties will be accepted by the City that are at the time in default or delinquent on
any bonds or which are interested in any litigation against the City. Should any surety on
the contract be determined unsatisfactory at any time by the City,notice will be given to
the contractor to that effect and the contractor shall immediately provide a new surety
satisfactory to the City
SPECIAL INSTRUCTIONS TO BIDDERS
6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General
Provisions, Item 8,Paragraph 8.6, Standard Specifications for Street and Storm Drain
Construction of the City of Fort Worth,Texas,concerning liquidated damages for late
completion of projects.
7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not
discriminate against any person(s)because of sex,race, religion,color or national origin
.. and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of
the City of Fort Worth(1986),as amended,prohibiting discrimination in employment
practices.
8 WAGE RATES: 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
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.
..
SPECIAL INSTRUCTIONS TO BIDDERS
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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 1 Ith 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.
sw H. Subcontractor Compliance.
The contractor shall include in its subcontracts and/or shall otherwise require all
No of its subcontractors to comply with paragraphs (a)through(g)above.
1. (Wage rates are attached following the end this section.)
9. FINANCIAL STATEMENT: A current certified financial statement may be required by
the Department of Engineering Director for use by the CITY OF FORT WORTH in
determining the successful bidder. This statement, if required, is to be prepared by an
independent Public Accountant holding a valid permit issued by an appropriate State
Licensing Agency.
10. INSURANCE: Within ten days of receipt of notice of award of contract,the Contractor
must provide, along with executed contract documents and appropriate bonds,proof of
., insurance for Workers Compensation(statutory); Comprehensive General Liability
($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance
SPECIAL INSTRUCTIONS TO BIDDERS
.. -4-
($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
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.
SPECIAL INSTRUCTIONS TO BIDDERS
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�Y
K. In the course of the project, Contractor shall report, in a timely manner,to City's
officially designated contract administrator any known loss occurrence which
could give rise to a liability claim or lawsuit or which could result in a property
loss.
L. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
M. Upon the request of City, Contractor shall provide complete copies of all
insurance policies required by these contract.documents.
11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code,art.2252.002, the
City of Fort Worth will not award this contract to a non-resident bidder unless the non-
resident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
non-resident bidder to obtain a comparable contract in the state in which the non-
resident's principal place of business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in
this state, but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
"Texas resident bidder" means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state.
This provision does not apply if the project is funded in whole or in part with federal
funds.
um
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet specifications. The failure of a non-resident contractor to do so
will automatically disqualify that bidder.
12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort
Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort
Worth has goals for the participation of minority business enterprises and women
_ business enterprises in City contracts. You may obtain a copy of the Ordinance from the
Office of the City Secretary.
The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort
= Form, as applicable, must be submitted no later than 5:00 p. m. five(5) City business
days after the bid opening date,exclusive of the bid opening date. The bidder shall
= submit the documentation at the reception area of the Department of Engineering
("Managing Department"), 2nd floor, City Hall,and shall obtain a receipt. Failure to
comply shall render your bid non-responsive.
Upon contract execution between the City of Fort Worth and the successful bidder, now
known as Contractor, a pre-construction meeting will be scheduled at which time the
Contractor is required to submit either Letters of Intent or executed agreements with the
M/WBE firm(s)to be utilized on this project. Such Letters of Intent or executed
SPECIAL INSTRUCTI.ONS TO BIDDERS
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agreements shall include the following information:
1. Name of Contract
2. Name of M/WBE firm utilized
3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performed by the M/WBE firm
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project,the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
purposes.
• Reports are to be submitted monthly to the M/WBE Office,regardless of whether or
not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a
particular month,place a "0" or "no participation" in the spaces provided, and provide
a brief explanation.
• The Contractor shall provide the M/WBE Office proof of payment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining,in detail:
a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
• If the Contractor foresees a problem with submitting participation reports and/or
„ proof of payment on a monthly basis,the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal,state clearly how
and why in documentation.
SPECIAL INSTRUCTIONS TO BIDDERS
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a. All requests for changes must be reviewed and pre-approved by the M/WBE
Office.
b. If the Contractor makes change(s)prior to approval,the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth,The Contractor will provide the
M/WBE Office with a Final Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor-City Hall. For additional
_ - information regarding compliance to the M/WBE Ordinance,.call (817) 871-6104.
Upon request, Contractor agrees to provide to Owner.Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise (M/WBE)
on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books,records or files in its possession that will substantiate the
actual work performed by an M/WBE. The misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation(other than a negligent misrepresentation)and/or commission of fraud
will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years.
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13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal, the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
14. PROGRESS PAYMENTS FINAL PAYMENT PROJECT ACCEPTANCE AND
WARRANTY:
a. The contractor will receive full payment(less 5% retainage)from the city for each pay
w.
period.
b. Payment of the retainage will be included with the final payment after acceptance of the
.0 project as being complete.
c. The project shall be deemed complete and accepted by the City as of the date the final
,w 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.
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SPECIAL INSTRUCTIONS TO BIDDERS
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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 pr-egr-ess payment in the amount that city deems due and payable.
g. In the event of a dispute regarding either final quantities or liquidated damages,the
parties shall attempt to resolve the differences within 30 calendar days.
.. 15. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the
following guidelines relating to working on City construction sites on days designated as
"AIR POLLUTION WATCH DAYS". Typically,the OZONE SEASON,within the
r. Metroplex area,runs from May 1,through October 31, with 6:00 a.m. - 10:00 a.m. being
critical because emissions from this time period have enough time to bake in the hot
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atmosphere that leads to early afternoon ozone formation.
The Texas Commission on Environmental Quality (TCEQ), in coordination with the
National Weather Service,will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS,
the Contractor shall bear the responsibility of being aware that such days have been
designated AIR POLLUTION WATCH DAYS and as such shall not begin work until
10:00 a.m. whenever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
However,the Contractor may begin work prior to 10:00 a.m. if use of motorized
equipment is less than 1-hour, or if equipment is new and certified by EPA as "Low
Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
alternative fuels such as CNG.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours of 7:00 a.m. - 6:00 p.m.,on a designated AIR POLLUTION WATCH
DAY,that day will be considered as a weather day and added onto the allowable weather
days of a given month.
16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
A. Definitions:
Certificate of coverage ("certificate") -A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission,or a coverage
agreement(TWCC-81,TWCC-82,TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project, for the duration of the project.
Duration of the project- includes the time from the beginning of the work on the
project until the contractor's/person's work on the project has been completed and
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
SPECIAL INSTRUCTIONS TO BIDDERS
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includes,without limitation, independent contractors, subcontractors, leasing
low 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
w materials,or providing labor,transportation, or other service related to a project.
"Services" does not include activities unrelated to the project, such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
B. The contractor shall provide coverage,based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements,which meets the
.. statutory requirements of Texas Labor Code, Section 401.011(44) for all employees
of the contractor providing services on the project, for the duration of the project.
.. C. The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
•. D. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project,the contractor must,prior to the end of the
coverage period, file a new certificate of coverage with the governmental entity
.. showing that coverage has been extended.
E. The contractor shall obtain from each person providing services on a project, and
%W provide to the City:
(1) a certificate of coverage, prior to that person beginning work on the project, so
the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
E. The contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
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.
low I. The contractor shall contractually require each person with whom it contracts to
provide services on a project,to:
(1) provide coverage,based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements,which meets the statutory
SPECIAL INSTRUCTIONS TO BIDDERS
,.w 10-
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
.. (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
%P 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
SPECIAL INSTRUCTIONS TO BIDDERS
-11-
notice does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Texas Workers' Compensation commission rules. This
notice must be printed with a title in at least 30 point bold type and text in at least 19
point normal type,and shall be in both English and Spanish and any other language
�- common to the worker population. The text for the notices shall be the following
text,without any additional words or changes:
.. REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related
to this construction project must be covered by workers'compensation insurance.
This includes persons providing,hauling, or delivering equipment or materials,or
providing labor or transportation or other service related to the project,regardless of
the identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at(512)440-3789 to receive
'" information on the legal requirement for coverage, to verify whether your employer
has provided the required coverage, or to report an employer's failure to provide
coverage."
17. AGE DISCRIMINATION: In accordance with the policy("Policy") of the Executive
Branch of the federal government,contractor covenants that neither it nor any officers,
members, agents or employees who engage in the performance of this contract shall, in
connection with such employment, advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
against any person because of their age except on the basis of a bona fide occupational
qualification, retirement plan or statutory requirement.
Contractor fin-ther 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 C ADA"), Contractor warrants that it will not
unlawfully discriminate on the basis of disability in the provision of services to the
a., 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
r„ 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.
SPECIAL INSTRUCTIONS TO BIDDERS
tiw -.12-
` � •
r
Classifications Hourly Rates li Classifications Hrly Rts
Air Tool Operator $10.06 Scraper Operator $11.42
Asphalt Raker $11.01 Servicer $12.32
Asphalt Shoveler $8.80 Slip Form Machine Operator $12.33
Asphalt Distributor Operator $13.99 Spreader Box Operator $10.92
Asphalt Paving Machine Operator $12.78 Tractor operator, Crawler Type $12.60
Batching Plant Weigher $14.15 Tractor operator, Pneumatic $12.91
Broom or Sweeper Operator $9.88 Traveling Mixer Operator $12.03
Bulldozer operator $13.22 Truck Driver-Single Axle(Light) $10.91
Carpenter(Rough) $12.80 Truck Driver-Single Axle(Heavy) $11.47
Concrete Finisher-Paving $12.85 Truck Driver-Tandem Axle Semi-Trailer $11.75
Concrete Finisher-Structures $13.27 Truck Driver-Lowboy/Float $14.93
Concrete Paving Curbing Mach. O er. $12.00 Truck Driver-Transit Mix $12.08
Wagon Drill, Boring Machine, Post Hole
Concrete Paving Finishing Mach.O er. $13.63 Driller $14.00
Concrete Paving Joint Sealer O er. $12.50 Welder $13.57
Concrete Paving Saw O er. $13.56 lWork Zone Barricade Servicer $10.09
Concrete Paving Spreader O er. $14.50
Concrete Rubber $10.61
Crane, Clamshell,Backhoe, Derrick,
Dragline, Shovel $14.12
Electrician $18.12
Fla er $8.43
Form Builder-Structures $11.63
Form Setter-Paving&Curbs $11.83
Foundation Drill Operator, Crawler Mounted $13.67
Foundation Drill Operator,Truck Mounted $16.30
Front End Loader $12.62
Laborer-Common $9.18
Laborer-Utility $10.65
Mechanic $16.97
Milling Machine Operator, Fine Grade $11.83
Mixer Operator $11.58
Motor Grader Operator Fine Grade $15.20
Motor Grader Operator, Rough Oiler $14.50
Painter, Structures $13.17
Pavement Marking Machine O er. $10.04
Pipe Layer $11.04
Roller, Steel Wheel Plant-Mix Pavements $11.28
Roller,Steel Wheel Other Flatwheel or
Tamping $10.92
Roller, Pneumatic, Self-Propelled Scraper $11.07
Reinforcing Steel Setter(Paving) $14.86
Reinforcing Steel Setter Structure $16.29
Source is AGC of Texas
(Hwy,Hvy, Utilities Industrial Branch)
www.access.gpogov/davisbacon/
5/4/2007
PROPOSAL
TO: MR CHARLES R.BOSWELL Fort Worth,Texas
City Manager
Fort Worth,Texas
FOR: H.M.A.C.SURFACE OVERLAY(2007-6)
AT VARIOUS LOCATIONS
CITY PROJECT NO.00748
TPW PROJECT NO.C293-541200-206620074883
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 (t) 25% of the contract award. The contractor is not entitled
to any additional compensation or renegotiation of individual pay item bid prices.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and
furnish Performance,Payment and Maintenance Bonds acceptable to and approved by the City of Fort
Worth for performing and completing the said work within the time stated and for the following sums,
to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 1 2 EA. Sign-Project Designation—Install @
Two Hundred Dollars
& No Cents Per EA. $ 200.00 $ 400.00
S.P. 2 LUMP Utility Adjustment—Repair @
SUM Six Thousand Dollars
& No Cents Per L.S. $ 6,000.00 $ 6,000.00
P-1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
104 3 8,000 L.F. Curb&Gutter-Replace @
502 (in sections as directed by inspector)
S.P. T A,47 Y -SepgL Dollars&
///gE6 Cents Per L.F. go 0C)
104 4 150 L.F. Curb&Gutter-7 Inch w/18
S.P. Inch Gutter-Install @
70_E1'f -5f X Dollars&
S/XT Y Cents Per L.F. G f 0
$ ZG $3992 —
104 5 6,220 S.F. Driveway-Remove
S.P. (any type)@
61y Dollars& etc
Si rTY- Cents Per S.F. $ $JD 3,Y
504 6 6,220 S.F. Driveway-6 Inch-Install @
S.P. 5Zi,,eAj Dollars&
IJ4 Cents Per S.F. p p 00
$ $ �'3sy�--
504 7 90 S.F. Driveway-6 Inch-Install @
S.P. (exposed aggregate)
Dollars&
X;,&_�Ceuts Per S.F. $ 8 ✓ $ 2300
104 8 500 S.F. Walk-Remove @
S.P. A/0 Dollars&
S1wfY-501iV61 Cents Per S.F. 67 o Ch
$ 33S_
504 9 500 S.F. Walk-4 Ft.-Install @
S.P. SIX' Dollars&
/%vGCents Per S.F. $ $ o a
G 3/ ?�
P-2
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
504 10 90 S.F. Walk-Exposed Aggregate—Install @
S.P. ,SZ--a6ki Dollars&
,S/XTY Cents Per S.F. $ $ 0-m
104 11 360 S.F. Walk-ADA Wheelchair Ramp-Remove
S.P. @
6j,6 Dollars& s
Cents Per S.F.
505 12 360 S.F. @Walk-ADA Wheelchair Ramp-Install
S.P. 3'ixr455w-'J
Dollars&
/Ja Cents Per S.F.
104 13 500 S.Y. Pavement-Valley Gutter-Remove @
S.P. Dollars&
Cents Per S.Y.
$/� $7Sro�
360 14 800 S.Y. Pavement-Valley Gutter—Install @
S.P. i 117-Dv4'Dollars&
•10 Cents Per S.Y. o
$
S.P. 15 1 EA. Inlet-Top of 5 Ft Drainage Inlet- Replace
i
lklw,,bj AlU01 IAV�iENT�iy'Dollars&
Be
�D Cents Per EA. $ $ I�2 f 00
ar / / J
S.P. 16 1 EA. Inlet-Top of 10 Ft Drainage Inlet
Replace @
� y-r-5,ed-10 Aua Pie E ollars&
CIO .Cents Per EA. $C) 70
0
$2 OO e�
s
P-3
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
402 17 800 L.F. Pipe-Sub Drain-6 Inch Perforated
500 Inst @
620 ��-Dollars&
7wE,j fY-ruC Cents Per L.F.
S.P. LS
$�y $8zo0 a�
275 18 33,000 S.Y. Pavement-8 Inch-Pulverization-Rehab @
S.P. aU4 Dollars&
$ $
54vfufy"/y'ud Cents Per S.Y. 7 if 00
275 19 430 TON Pavement-Cement Modification-26 lbs/sy
Install @
4j"F-AArdA6,� i,,6 Dollars&
__Cents Per TON $ mc� $ Go
106 20 50 C.Y. Pavement-Unclassified Street Excavation
S.P. Remove @
TwENrr-six Dollars&
ADO Cents Per C.Y. $ 0O $
2-4I3ao
ob
— —
247 21 80 C.Y. Subgrade-Crushed Limestone For Mis,
S.P. placement-Install @
S Dollars& $ oo $
,A Cents Per C.Y.
300 22 350 C.Y. Subgrade-Remove&Replace-Replace
310 (Asphalt Base Repair)@
340 0jj'E ,-49eO.& i ollars&
S.P. AJo Cents Per C.Y. CPO
$ !
300 23 65 TON Pavement-HMAC Level Up-Install @
340 & 00
�o
S.P. X16 Cents Per TON
P-4
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 24 13,300 L.F. Pavement-2 Inch to 0 Inch Wedge Millin
Depth 5.0 Ft Wide—Install @
"Dollars& 9 ? o�y
/l/i)/ETy,(DiwC WtntsPerL.F. $ Q $/3 /G
S.P. 25 12 EA. Pavement—Butt Joint-Milled—Install @
7 o 114wd"4 fetl6 tr-/i vE Dollars&
O Cents Per EA. $ Z 23" $3 3aa
S.P. 26 1800 S.Y. Pavement-2 Inch Surface Milling Instal
@D)J1t— Dollars&
Cents Per S.Y. $ / 3� $?— 3 Fy°=
S.P. 27 10,050 L.F. Pavement-Crack Sealing—Install
(of exi ting pavement)@
D Dollars& 6�
5'ix7Y-Siu Cents Per L.F. $
300 28 53,000 S.Y. Pavment-2 Inch-Surface Course-
310 Type D Mix—Install @
3,Fa Dollars&
340 A/,,IJ,61Y_Z�Cents Per S.Y. $ � $�/ZD 2-90
S.P.
S.P. 29 6 EA. Speed Cushion-HMAC Std. Speed Cushim
w/stripping-24 Ft. and 28 Ft.Wide Street
Install @
Dollars& 00
—Cents Per EA. $ (o $ �JQ
P-5
�r
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 30 1 EA. Speed Cushion-HMAC Std. Speed
Cushion w/stripping-36 Ft.and 40 Ft.
Wide Street—Install @
A941, ,ci,- Dollars&
o� o0
_Cents Per EA. $z ysO $ Z�rro
406 31 27 EA. Valve Box—Adjustment @
450 Three-Hundred Dollars&
S.P. No Cents Per EA.
-
$ 300.00 $ 4,�589:Oir
S.P. 32 14 EA. Meter Box—Adjustment @
Thirty-Five Dollars& L 6,Lp
No Cents Per EA. $ 35.00 $ —i".
406 33 35 EA. Manhole—Adjustment @
450 Four-Hundred Dollars& q0 oo , 010
S.P. No Cents Per EA. $ 400.00 $ $,400-. 0 ,►y/
S.P. 34 5 EA. Mobilization Services @
Five Hundred Dollars&
$ 500.00 $ 2,500.00
No Cents Per EA.
qa
TOTAL BID $ l j C f Z 83
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
thirty 130 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 anv 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) Respectfully submitted, JLB CONTRACTING LP
Addendum No.2(Initials)_ Company Name
Addendum No.3(Initials)_ By: <Z).l3
Slgnature James U.numpilley,President of
(seal) JLB Management,Inc.,Its General Partner
Printed Name of Principal P.O.BOX 24131
Address: FORT WORTI1 TX 76124
E-mail Address:
Date: 7/6- v Telephone: 7 ur I- L49/
P-7
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a
contract as low bidder, non-resident bidders (out-of-state contractors whose corporate
offices or principal place of business are outside of the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the
lowest Texas resident bidder by the same amount that a Texas resident bidder would be
required too underbid a non-resident bidder in order to obtain a comparable contract in
the State in which the non-resident's principal place of business is located. The
appropriate blanks in Section A must be filled out by all out-of-state or non-resident
bidders in order for your bid to meet specifications. The failure of out-of-state or non-
resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A Non-resident vendors in (give State), our principal place of
business, are required to be percent lower than resident bidders
by State law. A copy of the Statute is attached.
Non-resident vendors in (give State), our principal
place of business, are not required to underbid resident bidders.
B. Our principal place of business or corporate offices are in the State of Texas.
Bidder:
James G.Humphrey,President of
JLB CONTRACTING, LP JLB Management,Inc.,Its General Partner
Company By: (Please print)
P.O.BOX 24131 ,,.i✓ .�
Address FORT WORTH,TX 76124 Si ate
City State Zip Title(Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
INTER-OFFICE CORRESPONDENCE
.........................................................................
Date: 7-12-07
To: Gail Scott, Contract Compliance Specialist
M/WBE Office
From: Gloria Cook,Administrative Assistant
TPWBusiness Support
Subject: HMAC SURFACE OVERLAY 2007-6 AT VARIOUS LOCATIONS
Bids for the above project were received on 7-12-07 . Attached, for your review, is a
copy of M/WBE documentation submitted by the low bidder. Also included is a copy of
the bid tabulation.
Should you have any questions or need more information,please call me at X2852.
Thanks,
Gfvr Cook
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M/WBE REQUIRED DOCUMENTATION RECEIPT
Transportation & Public Works
Official Date: /_ /� Official Time: :
Bid Date: �
ElmProject Name: M4 C. S Ulf ��C: L��-•.� 0/1^
Project Manager: u
Forms Submitted By
Name:
Company:
Received By:
Md
i
ATTACHMENT 1A
_ Page 1 of 4
FORT WORTH
�,�--- City of Fort Worth
Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
JLB Contracting,L.P.
PROJECT NAME: M/W/DBE y NON-M/W/DBE
HMAC Surface Overlay 2007-6 July 5,2007
City's MNVBE Project Goal: Prime's MIWBE Project Utilization: PROJECT NUMBER
C293-541200-20662007U83
22% Z Z %
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 Offeror agrees to enter into a formal agreement with the MNVBE 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 1st tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise(DBE) is synonymous with Minority/Women Business Enterprise(M/WBE).
If hauling services are utilized, the prime will be given credit as long as the MNVBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The MNVBE may lease
trucks from another MNVBE firm, including MNVBE owner-operators, and receive full MNVBE 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 MNVBE as outlined in the lease agreement.
ATTACHMENT IA
FORT x Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e., Minority,Women and non-M/WBEs.
Please list M/WBE firms first,use additional sheets if necessary.
Certification N
(check one) o
SUBCONTRACTOR/SUPPLIER T n
i N T Detail Detail
Company Name
Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B R O B
E E C T E
A
TC^2 1 X Miscellaneous $220,850
4700 Thomas Acres Concrete
Joshua, Texas 76058
817-360-8849
817-558-8569
Sunset Trucking 1 X Raw Materials $27,285
Hauler
Atco Construction, Inc. 1 X Haul HMAC to $37,653
the job
Dustrol 1 X Wedge Milling $16,997
Southern Asphalt 1 X Liquid Asphalt $101,442
_ Supplier
FORT WORTH ATTACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs.
Please list M/WBE firms first,use additional sheets if necessary.
Certification N
(check one) o
SUBCONTRACTOR/SUPPLIER T n
� N T Detail Detail
Company Name i
Address e M yy C X M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B R O B
E E C T E
A
Brock Paving Industries 1 X Subgrade $132,750
Pulverization
Ricochet Fuel 1 X Fuel $6,357
TXI 1 X Raw Aggregate $37,079
Supplier
FORT WORTH ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 254,492
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 325,921
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 580,413
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
MM/BE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
.. from City work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1) year.
James G.Humphrey
.r President James G.Humphrey
Title Contact Nams/Title(N ditmrvt)
JLB Contracting,LP. (817)261-2991 (817)261-3044
Company Name Tela bM and/or Fax
PO Box 24131
Addr"s E-aW Addrass
Fort Worth.Texas 76124 July 11.2007
City/stateop bate
SPECIAL PROVISIONS
FOR: H.M.A.C.SURFACE OVERLAY(2007-6)
AT VARIOUS LOCATIONS
CITY PROEJCT NO.00748
TPW PROJECT NO.C293-541200-206620074883
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) calendar days of the notice given by the
Construction Engineer for any 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.
It shall be the responsibility of the prospective 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 providing
ingress and egress to adjacent private and public properties,procedures for protecting existing
improvements and disposition of all materials to be removed. Proper consideration should be
given to these details during preparation of the Proposal and all unusual conditions that may
give rise to later contingencies should be brought to the attention of the City prior to the
submission of the Proposal. The contractor shall verify these locations with the Construction
Engineer.
For street locations see list at the back of this document. At the sole discretion of the City, the
City reserves the right to add, delete or substitute streets in this contract. The City also
reserves the right to increase or decrease quantities of individual pay items within the contract
provided that the total contract amount remains within plus or minus (t) 25% of the contract
award. The contractor is not entitled to any additional compensation or renegotiation of
individual pay item bid prices.
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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. AWARD OF CONTRACT:
Contract will be awarded to the lowest responsible bidder.
3. SUBMITTALS FOR CONTRACT AWARD:
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 TEVIE:
The Contractor agrees to complete the Contract within the allotted number of days. If the
Contractor fails to complete the work within the number of days specified, liquidated damages
shall be charged,as outlined in Part 1,Item 8,Paragraph 8.6,of the "General Provisions" of the
Standard Specification for Street and Storm Drain Construction of the City of Fort Worth,
Texas.
The contract time will be counted from the date set at the pre-construction conference and will
continue until a time the inspector determines the project is ready for a final inspection. At that
time a final inspection will be scheduled. If in the opinion of the inspector the project has not
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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 hunch list within ten(10)days after receiving it.
If the Contractor fails to complete the work within ten (10) days,the counting of the number of
days to complete the Contract will resume and 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.
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: 10% of the work completed in 30% of the stated
contract time as may be amended by change order), the following proactive measures will be
taken:
A. A letter will be mailed to the contractor by certified mail, return receipt
requested demanding that, within 10 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.
C. Any notice that may, in the City's sole discretion, be required to be provided
to interested individuals will distributed by the Construction Engineer.
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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:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-
CITY OF FORT WORTH and STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION-NORTH CENTRAL TEXAS. General Provisions shall be those of the Fort
Worth document rather than Division 1 of the North Central Texas document.
A copy of these specifications may be purchased at the Office of the Transportation and Public
Works Department, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth,
Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the
pay item 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 fully execute contract without retaining contract
documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or
voiding contract as appropriate and as determined by the Director of the Transportation and
Public Works Department.
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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 Civil 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 (a)817-392-8712 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 871-7738), to remove the sign. In the
case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign
meeting the requirements of the above referenced manual and such temporary sign must be
installed prior to the removal of the permanent sign. If the temporary sign is not installed
correctly or if it does not meet the required specifications, the permanent sign shall be left in
place until the temporary sign requirements are met. When construction work is completed to
the extent that the permanent sign can be re-installed, the Contractor shall again contact the
Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign
in place until such re-installation is completed.
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The Contractor shall limit his work within one continuous lane of traffic at a time to minimize
interruption to the flow of traffic upon the approval of the City Engineer.
Work shall not be performed on certain locations/streets (primarily arterials) during "peak
traffic periods (7 a.m. to 9 a.m. and to 4 p.m. to 5 p.m.)"; or, as determined by the City Traffic
Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic
Control Handbook for Construction and Maintenance Work Areas." See "Street By Street
Quantity Determination Spread Sheet",in the back of this document,for designated locations.
The contractor will be responsible for coordination, of proposed construction activities, with
public or private school administration.The proposed construction activities shall accommodate
school operating schedules, including school bus/parent drop off and pick up periods. The
contractor shall provide proper traffic and pedestrian control to ensure safety at all times.
Construction areas shall be properly barricaded/fenced to prevent public entry.
11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
Prior to beginning construction on any street in this contract,the contractor shall,prepare and
deliver a notice/flyer of the pending construction to the front door of each residence or
business that will be impacted by construction.
The notice/flyer shall be posted three (3) days prior to beginning construction activity along
each street. The flyer shall be prepared on the Contractor's letterhead and shall include the
following:
o Project name/Contract name
o Project number
o Expected dates of construction
o Contractors and project inspector's contact information
A sample notice/flyer is included in the contract documents. The Electronic version of the
notice/flyer can be obtained from the Office of the Transportation and Public Works
Department Construction.
It will be the contractor's responsibility to create and distribute a follow-up notice/flyer
F informing residents if for any reason work should stop on a project for more than twenty-one
(21)calendar 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)day notification/flyer prior to beginning the construction activity.
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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:
The Contractor will receive bi-weekly payment(minus 5% retainage) from the City for all work
for each pay period. Payment of the remaining amount shall be made with the final payment,
and upon acceptance of the project. See Special Instructions to Bidders Item No. 14 for further
requirements.
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.
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.
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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. 10056)and a flood plain permit issued.All disposal sites must
be approved by the Administrator to ensure the filling is not occurring within a flood plain
without a permit. A flood plain permit can be issued upon approval of necessary engineering
studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the
Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that
the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the
flood plain. Any expenses associated with obtaining the fill permit, including any necessary
engineering studies,shall be at Contractor's expense. In the event that the Contractor disposes of
spoil/fill material at a site without a fill permit or a letter from the Administrator approving the
disposal site, upon notification by the Director of the Department of Engineering, Contractor
shall remove the spoil/fill material at its expense and dispose of such materials in accordance with
the Ordinance of the City and this section.
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 REOUIREMENTS:
During the construction of this project, the Contractor shall comply with present zoning
requirements of the City of Fort Worth in the use of vacant property for storage purposes.
17. PROPERTY ACCESS:
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Access to adjacent property shall be maintained at all times unless otherwise directed by the
Engineer.
18. CONSTRUCTION SCHEDULE:
Contractor shall be responsible for producing a project schedule at the pre-construction
conference. This schedule shall detail all phases of construction, special coordination with
schools (see Item No. 10 Traffic Control for details), including project clean up, and allow the
contractor to complete the work in the allotted time. Contractor will not move on to the job
site nor will work begin until said schedule has been received and approval secured from the
Construction Engineer. However, contract time will start even if the project schedule has not
been turned in. Contract start date would be outlined in the pre- construction work order
notice. Proiect 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 HIGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches, painted yellow with black
letters that are legible at twelve feet shall be placed inside and outside vehicles such as
cranes,derricks,power shovels,drilling rigs,pile drivers,hoisting equipment or similar
apparatus. The warning sign shall read as follows:
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET
OF HIGH VOLTAGE LINES."
(2) Equipment that may be operated within ten feet of high voltage lines shall have an
insulating cage-type of guard about the boom or arm, except back hoes or dippers, and
insulator links on the lift hood connections.
(3) When necessary to work within six feet of high voltage electric lines, notification shall be
given the power company(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.
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(4) The Contractor is required to make arrangements with the TXU Electric Delivery for the
temporary relocation or raising of high voltage lines at the Contractor's sole cost and
expense.
(5) No person shall work within six feet of a high voltage line without protection having been
taken as outlined in Paragraph(3).
20. RIGHT TO AUDIT:
Contractor agrees that City shall, until the expiration of three (3) years after final payment
under this contract is made by City, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of Contractor involving transac-
tions 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:
Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor
covenants and agrees to indemnify, hold harmless and defend, at its own expense,the City, its
officers,servants and employees,from and against any and all claims or suits for property loss,
property damage,personal injury,including death,arising out of,or alleged to arise out of,the
work and services to be performed hereunder by Contractor, its officers, agents, employees,
subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused,
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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 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.
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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 the equipment necessary to comply with this program.The cost of
complying with this program will be considered subsidiary to the pay items involving work in
confined spaces(e.g.vacuum testing,cleaning,televising,construction,etc.).
NON-PAY ITEM No. 1 -SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control"
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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 UPW 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.
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
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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 Telephone Number Contact Person
SBC—Telephone 817-338-6202 Mr. Gary Tillory
214-384-3732 Cell
TXU Electric Delivery Downtown 817-215-6424 Mr.Scott King
817-215-6688 Mr.Robert Martinez
-other than Downtown
Atmos Energy(Gas)— 817-215-4306 Mr.Roger Oliver
CFW Street Light and Signal 817-871-8100 Mr.Dwayne Cox
Mr.Roger Martin
Storm Drain 817-871-8100 Mr. Gordon Couch
Water&Sewer 817-212-2686
817-9 92-013 0 Cell Mr.Steve Tackett
817-212-2633
817-991-8102 Cell Mr.Ron Dacus
Of course,under the terms of this contract,the contractor shall complete adjustment of the storm
drain and Water Department facilities, one traffic lane at a time within five (5) working days
after completing the laying of proposed H.M.A.C.overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may result in the shut down
of the resurfacing operation.
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.4-PROTECTION OF TREES,PLANTS,SOIL,ETC.:
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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.
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 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%.
SP-15
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 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:
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
SP-16
on the "STREET BY STREET PAVING 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.
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. This estimate
sheet will be provided to the contractor. The Contractor is requested to agree by signing the
estimate and returning with in a 10 working day period. If the Contractor is not in
agreement then the Contractor is required to, within a 5 working day period, arrange a field
trip with the assigned inspector to show proof of the difference. Failure of the Contractor to
do this within the allowed time frame, a $100 dollar liquidated damage will be assessed per
day until compliance has been made.
PAY ITEM NO. 1 Sign-Proiect Designation Install:
SP-17
The contractor shall construct and install two (2)Project Designation Signs and it will be the
responsibility of the contractor to maintain the signs in a presentable condition at all times on
each project under construction. Maintenance will include painting and repairs as directed
by the Engineer.
It will be the responsibility of the Contractor to have the individual project signs lettered and
painted in accordance with the enclosed detail. The quality of the paint, painting and
lettering on the signs shall be approved by the Engineer. The height and arrangement of the
lettering shall be in accordance with the enclosed detail. The sign shall be constructed of%
inch fir plywood,grade A-C (exterior) or better. These signs shall be installed on barricades
or as directed by the Engineer and in place at the project site upon commencement of
construction.
The work, which includes the painting of the signs, installing and removing the signs,
furnishing the materials,supports and connections to the support and maintenance shall be to
the satisfaction of the Engineer.
The unit price bid per each will be full payment for materials including all labor,equipment,
tools and incidentals necessary to complete the work.
PAY ITEM NO.2 Utility Adjustment—Repair:
This item is included for the basic purpose of establishing a contract price which will be
comparable to the final cost of making necessary adjustments required due to street
improvements to water, sanitary sewer, and natural gas service lines and appurtenances where
such service lines and appurtenances are the property owner's responsibility to maintain. An
arbitrary figure has been placed in the Proposal; however,this does not guarantee any payment
for utility adjustments, neither does it confine utility adjustments to the amount shown in the
Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber
to make the utility adjustments determined necessary by the Engineer. No payment will be made
for utility adjustments except those adjustments determined necessary by the Engineer. Should
the Contractor damage service lines due to his negligence, where such lines would not have
required adjustment or repair otherwise, the lines shall be repaired and adjusted by the
Contractor at the Contractor's expense.
The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments
plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in
handling the utility adjustments.
SP-18
PAY ITEM NO.3 Curb&Gutter—Replace(in sections as directed by inspector):
These provisions require the contractor to remove all failed existing curb and gutter in sections,
as designated by the Construction Engineer,and replace with standard concrete curb and gutter,
laydown curb and gutter, or in like kind, as governed by the standard City Specifications,Item
No. 104 "Removing Old Concrete", Item No. 502 "Concrete Curb and Gutter", and Drawing
Nos.S-S2 through S-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.
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, with
same day haul-off of the removed material to a suitable dumpsite. 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. Top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and
leveled to grade behind the curb. Existing improvements within the parkway such as water
meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or
better at no cost to the City.
Backfill for curb and gutter shall be completed within seven (7) calendar days from the day of
completion of the curb and gutter. If the contractor fails to complete the work within seven (7)
calendar days,a$100 dollar liquidated damage will be assessed per block per day.
For those streets designated as Mill Overlay on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the
completion of the curb and gutter. If the contractor fails to complete the work within fourteen
(14)calendar days,a$100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment
and incidentals necessary to complete the work
PAY ITEM NO.4 Curb and Gutter-7 inch w/18 Inch Gutter—Install:
SP-19
These provisions require the contractor to place a new standard concrete curb and gutter,
laydown curb and gutter,or in like kind, as governed by the standard City 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.
The street void, created in the removal of the failed curb and gutter as per PAY ITEM NO. 4
Curb and Gutter—Remove (entirety), shall be filled in this item and consist of 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.
Top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to
grade behind the curb. Existing improvements within the parkway such as water meters,
sprinkler system, etc., if damaged during construction, shall be replaced with same or better at
no cost to the City.
Backfill for curb and gutter shall be completed within seven (7) calendar days from the day of
completion of the curb and gutter. If the contractor fails to complete the work within seven (7)
calendar days,a$100 dollar liquidated damage will be assessed per block per day.
For those streets designated as Mill Overlay on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the
completion of the curb and gutter. If the contractor fails to complete the work within fourteen
(14)calendar days,a$100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment
and incidentals necessary to complete the work
PAY-ITEM NO.5 Driveway—Remove(any type):
This item shall include the removal of any type of existing concrete driveways, as designated by
the Construction Engineer,due to deterioration or in situations where curb and gutter is replaced
to adjust grades to eliminate ponding water with same day haul-off of the removed material to a
suitable dump site. For specifications governing this item, see Item No. 104 "Removing Old
Concrete" and Drawing Nos. S-S5. Pay limits for laydown curb and gutter are as shown in
Drawing No.S-S5 of the Standard Specifications.
SP-20
Contractor shall sawcut existing driveway, curb and gutter and/or pavement prior to driveway
removal.
The unit price bid per square feet shall be full compensation for all materials,labor, equipment
and incidentals necessary to complete the removal work
PAY-ITEMS: NO.6 Driveway-6 inch—Install:
NO.7 Driveway4 inch—Install(exposed aggregate):
This item shall include the replacement of any type of existing concrete driveways,as designated
by the Construction Engineer, due to deterioration or in situations where curb and gutter is
replaced to adjust grades to eliminate ponding water with same day haul-off of the removed
material to a suitable dump site. For specifications governing this item, see Item No. 504"
Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing
No.S-S5 of the Standard Specifications.
All concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch. 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
otherwise directed by the Engineer or his authorized representative.
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.S Walk—Remove(anv type):
This item shall include the removal of any type of existing concrete sidewalk,due to failure or in
situation where curb and gutter is replaced to adjust grades to eliminate ponding water with
same day haul-off of the removed material to a suitable dumpsite. For specifications governing
this item,see Item No.104 "Removing Old Concrete".
SP-21
Contractor shall sawcut existing sidewalk and/or driveway prior to sidewalk removal.
The unit price bid per square feet shall be full compensation for all labor, material,equipment,
supplies,and incidentals necessary to complete the removal work.
PAY-ITEMS:NO.9 Walk-4 Ft.—Install:
NO.10 Walk-Exposed Agaregate—Install:
This item shall include the 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 this item, see Item No. 504 "Concrete Sidewalk
and Driveways".
All concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch. 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 is
obtained,or,unless otherwise directed by the Engineer or his authorized representative.
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 Walk-ADA Wheelchair Ramp—Remove:
This item shall include the removal of existing standard concrete wheelchair ramps at various
locations, to be determined in field by the Construction Engineer, due to failure or in situation
where curb and gutter is replaced to adjust grades to eliminate ponding water with same day
haul-off of the removed material to a suitable dumpsite. For specifications governing this item,
see Item No. 104 "Removing Old Concrete". Contractor shall sawcut existing sidewalk,curb and
gutter and pavement prior to wheelchair ramp removal.
SP-22
The removal of existing curb and gutter as required for the installation of new wheelchair ramps
shall be included in PAY ITEM NO. 3 Curb & Gutter — Replace (in sections as directed by
inspector) or PAY ITEM NO. 4 Curb and Gutter — Remove (entirety), as determined by the
Construction Engineer. Pay limits for laydown curb and gutter are as shown in the Accessability
Ramp Pay Limits detail (SIR-032). The pay limit will extend from 9 inches outside the lip of
gutter to 15 inches back from the face of curb. Any asphalt tie-in shall be subsidiary to the curb
and gutter pay item.
Pay limits for "Standard Wheelchair Ramp" will start 15 inches back from the face of curb and
encompass the remainder of the ramp and sidewalk
The unit price bid per square feet shall be full compensation for all labor, material,equipment,
supplies,and incidentals necessary to complete the removal work
PAY-ITEM NO. 12 Walk-ADA Wheelchair Ramp—Install:
This item shall include the construction of standard concrete wheelchair ramps at various
locations to be determined in field by the Construction Engineer.
The Contractor shall construct a 4-inch standard concrete reinforced wheelchair ramp as shown
on the enclosed details, or as directed by the Engineer and in accordance with applicable
provisions of Standard Specification Item 504 "Concrete Sidewalk Driveways",except as herein
modified.
The replacement of existing curb and gutter as required for the installation of new wheelchair
ramps shall be included in PAY ITEM NO.3 Curb&Gutter—Replace(in sections as directed by
inspector) or PAY ITEM NO. 4 Curb and Gutter-7 inch w/18 Inch Gutter — Install, 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 15 inches back from the face of curb. Any asphalt tie-in shall be
subsidiary to the curb and gutter pay item.
Pay limits for "Standard Wheelchair Ramp" will start 15 inches back from the face of curb and
encompass the remainder of the ramp and sidewalk.
Concrete flared surfaces, as designated by the Construction Engineer, shall be colored with
LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. The
color hardener shall be brick red color and dry-shake type,and shall be used in accordance with
SP-23
with manufactures instructions. Concrete stain may be applied after concrete is poured (Product
sold by BAER).
"Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches
dimension, or other dimension approved by the Engineer, meeting the aforementioned
specification. The sample, upon approval by the Engineer,shall be the acceptable standard to be
applied for all construction covered in the scope of this pay item.
The method of application shall be by screen,sifter,sieve or other means in order to provide for a
uniform color distribution."
The unit price bid per square 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 Pavement-Valley Gutter—Remove:
This item shall include the removal of existing concrete valley gutters at locations to be
determined in field by the Construction Engineer. Contractor shall sawcut existing sidewalk,
curb and gutter and/or pavement prior to valley gutter removal.
Sawcutting and removal of existing concrete valley, asphalt pavement, concrete base, curb and
gutter, and necessary excavation to install the concrete valley gutters all shall be included in this
pay item.
All applicable provisions of City standard specifications, Item No. 104, "Removing Old
Concrete" and Item No. 106, "Unclassified Street Excavation",shall apply.
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
removal work.
PAY ITEM NO. 14 Pavement-Valley Gutter—Install:
This item shall include the reconstruction of existing or installation of new concrete valley
gutters,at locations to be determined in field by the Construction Engineer.
SP-24
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 canndt be accomplished immediately after texturing
and after free moisture has disappeared. Hand-operated pressurized spraying
equipment with atomizing nozzles may only be used on small or irregular areas or,
when permitted, in emergencies due to equipment breakdown.
F. Sawing 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-ft.width longitudinally in each pass without damaging
the concrete. . .
300.4. Construction. Obtain approval for adjustments to plan grade-tine 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 alignment of dowels will
be shown on the plans. Stagger the longitudinal reinforcement splices to avoid
having more than 113 of the splices within a 2-ft. longitudinal length of each lane of
the pavement Use multiple-piece tie bart 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 placement 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, °Cleaning and Sealing Joints and Cracks (Rigid Pavement and Bridge
Decks)." Repair excessive spalling of the joint saw groove using an approved
method before installing the sealant. Seal all joints before opening the pavement to
all traffic.When placing of concrete is stopped, install a rigid transverse bulkhead,
accurately notched for the reinforcing steel and shaped accurately to the cross-
section of the pavement
1. Placing Reinforcement at Joints.Where the plans require an assembly of parts
at pavement joints, complete and place the assembly at the required location and
elevation with all parts rigidly secured in the required position.Accurately notch
joint materials for the reinforcing steel.
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 plastic
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 and Removing Forms. Use clean and oiled forms. Secure forms on a base
or firm subgrade that is accurately graded and that provides stable support without
deflection and movement by form riding equipment. Pin every form at least at the
middle and near each end. Tightly join and key form sections together•to prevent
relative displacement.
Set side forms far enough in advance of concrete placement to permit inspection.
Check conformity of the grade, 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
honeycombed or damaged areas within 24 hr. after a bulkhead for a transverse
construction joint has been removed unless otherwise approved. When 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 payement thickness.
Promptly repair the form trench after use. Use flexible or curved wood or metal forms
for curves 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 have a slump of more than 5 in, Segregated concrete is subject
to rejection. Place agitated concrete within 60+min. after batching. Place non-agitated
concrete within 45 min. after batching. In hot weather or under conditions causing
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 be
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 xiear
as possible to its final location, and minimize segregation and rehandling.Whero; ..;
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-operated
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. Temperature Restrictions. Place concrete that is between 40°F and 950F 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 40OF
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,When
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-driven vibrators, power-
driven strike-off, and screed, or-approved alternate equipment. Use the transverse
finishing equipment to compact and strike off the cohcrete to the required section
and grade without surface voids. Use float equipment for final finishing. Use concrete
with a consistency that allows completion of all finishing operations without addition
of water to the surface. Use the minimal amount of water fog mist necessary to
maintain a moist surface. Reduce fogging if float or straightedge operations result in
excess 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`Within the
tolerances specified in the contract documents. Check with the straightedge
parallel to the centerline,
2. Maintenancd of Surface Moisture. Prevent surface drying of the pavement'
before application of the curing system.Accomplish this by fog applications of
evaporation retardant on the pavement surface.Apply evaporation retardant at.
the rate recommended by the manufacturer. Reapply the evaporation retardant
as needed to maintain the concrete surface in a moist condition until cun_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 fining, if required by the contract documents. Complete final
texturing before the concrete has attained 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
3116 in. deep,with a minimum depth of 1/8 in., and approximately 1112 in.wide.
Do not overlap a previously tined area. Use manual methods for achieving similar
results on ramps and other irregular sections of pavements. Repair 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.
4
l-
5. Emergency Procoduras. Use hand-operated equipment for applying fwdum,
evaporation retardant,and cure in the event of equipment breakdown.
0. wring. Keep the concrete pavement surface from drying by water fogging until the
curing Material has been applied. Maintain and promptly repair darnage to curing
materials on exposed surfaces of concrete pavement continuously fbr 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 517F for at least 19 hr. or when
the surface temperature of the cone is maintained above 40*F ftrr24 hr.Curing
begins when the eorimte curing system has been applied. Stop concrete paving if
curing compound is not being app Red promptly and maintained adequately. [ether
methods of curing in nowrdance with Item 420, "Concrete Structures,'may he used
when specified or approved. -
I. Membrane Curing.After texturing and immediately after the tee surface
moisture has disappeared, a my the concrete surface uniformly with 2 coats of
membrane curing compound at an individual application rate of not more than
180 sq.I per gallon.Apply the first coat within 10 loin. after completing textrtring
operations.Apply the second coat withhin 30 min.after completing tuWring
Operations.
Before and during application,maintain curing compounds In a uniformly agitated
condition,free of se#lement. Do riot thin or dilute the curing compound.
Where the coating shows dis ntinuities or other defects or if ram falls on the
newly coated surface before the film has dried enough to racist damage,apply •
Additional compound at the same rate of coverage to correct the damage. i-nsure
that the curing compound coats the sides of the fining grooves.
H. Sawing Joints.Saw Joints to the depth shown on the plans as soon as sewing can
be accomplished without damage to the pavement regardless of time of day or
weafher Conditions. Some minor raveling of the saw cut is acceptable. Use a chalk
line,string line, sawing iamplate, or other approved method to provide a We joint
allgnmerit. Provide enough saws to motbh the paving production rate to ensure
sawing completion at the earliest possible time to avoid u€r+oonttailed cracking:
Reduce paving production if necessary to ensure timely sawing of joirtta. Prompdy
restore membrane cure damaged within the first 72 hr. of curing.
1. ProteWon of Pavemeit and Opening to Trail<c.Testing for eady opening is the
responsibirdy of the Contractor regardless of job-control twfi rg responsibilities
unless otherwise shown in the plans or directed. Testing result interptutation for
opening to traffc is subject to the approval of the Engineer.
1. Protaction of Pavement. Erect and rnaintam barricades and other s indard and
approved devices that will exclude all vehicles and egcripment from the newly
placed pavement for the periods specified. Before opening to traffic,protect the
pavement frmm damage due to crossings using approved methods Maintain an
adequato supply of sheeting or other material to cover and protect fresh concrete
surface from weather damage.Apply as needed fo protect the pavement surface
from weather.
2. Open€ng Pavement to Traff e. Before opening to traffic, clean pavement,place
stable material against the pavement edges, seal joints,and perform all ether
traffic safety related work.
C FI -(0
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that
it provides workers' compensation insurance coverage for all of its employees employed
on City of Fort Worth Project HMAC Surface Overlay 2007-6 at Various Locations
y and City of Fort Worth Project No. C293-541200-206620074883.
CONTRACTOR: JLB CONTRACTING,LP
By: -
Name: James G.Humphrey,President of
JLB Management,Inc.,its General Partner
Title:
Date: 9'oZ�y 7
STATE OF TEXAS §
§
COUNTY OF TARRANT §
Before me, the u dersigned autho ity, on this day personally appeared
known to me to be the p rson whose name is subscri d to the foregoing instrument,
and acknowledged to me that he executed the same as the act and deed of
_ jLB CONTRACTING,LP
for the purposes and consideration therein expressed and in the capacity therein stated.
Given Under My Hand and Seal of Office this gtL(day of 20AI
Nota P blic in and for tfie State of
Texas
I_",....:6F
r HANT
UBLICCT� � TEXAS M�o-2009
EQUIPMENT SCHEDULE
List of Equipment owned by Bidder that is in serviceable condition
and available for use:
Portions of work Bidder proposes to sublet in case of Award of
Contracts including amount and type:
EXPERIENCE RECORD
List of projects your organization has successfully completed:
Amount Of Contract Type of Work Date Accepted ,Name and Address of Owner
Award
List of projects your organization is now engaged in completing:
Amount Of Contract Type of Anticipated Name and Address of Owner
Award Work Date of j
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# 331
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) JLB Contracting, LP , as Principal herein, and
(2) Westfield Insurance Company ,
a corporation organized and existing under the laws of the Stale of(3) Ohio ,
as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation
located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of One
Million, One Hundred Fifty Six Thousand, One Hundred Eighty Three Dollars and
Nine!y Cents Dollars ($1,156,183.90) 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 11t' day of September , 2007, which contract is hereby referred
to and made a part hereof as if fully and to the same extent as if copied at length, for the
following project: HMAC SURFACE OVERLAY 2007-6 at Various Locations Proiect
No. C293-541200-206620074883.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if
the said Principal shall faithfully make payment to each and every claimant (as defined
in Chapter 2253; Texas Government Code, as amended) supplying labor or materials in
the prosecution of the work under the contract, then this obligation shall be void;
otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of
the Texas Government Code, as amended, and all liabilities on this bond shall be
determined in accordance with the provisions of said statute, to the same extent as if it
were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal
and the Surety have executed this instrument.
SIGNED and SEALED this 11t' day of _September , 2007.
JLB CONTRACTING, LP
PRINCIPAL
ATTEST: By:Qott� /J / —
a
Name: James G. Humphrey
(Prnncip I) Secretary
J.8� kc,h�POWTitle: President
(S E A L) Address: P.O. Box 24131
Fort Worth, Texas 76124
*eas rincipal
WE iTRANCE COMPANY
SUR
ATTEST: By: avilv
Name K le W. SweeneYQ
Secretary Attorney in Fact
(S E A L) Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
W ess as to urety Jennifer R. Borock Telephone Number: 972-516-2600
NOTE: 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.
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
`A 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.
Bond# 331
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) JLB Contracting, LP , 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 One Million, One Hundred
Fifty Six-Thousand, One Hundred Eighty Three Dollars and Ninety Cents Dollars (
$1,156,183.90 ) 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 11th day of September , 2007, a copy of which is attached hereto
and made a part hereof for all purposes, for the construction of HMAC SURFACE
OVERLAY 2007-6 at Various Locations Project No. C293-541200-206620074883.
NOW, THEREFORE, the condition of this obligation is such, if the said Principal
shall faithfully perform the work in accordance with the plans, specifications, and
contract documents and shall fully indemnify and hold harmless the Obligee from all
costs and damages which Obligee may suffer by reason of Principal's default, and
reimburse and repay Obligee for all outlay and expense that Obligee may incur in
making good such default, then this obligation shall be void; otherwise, to remain in full
force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of
the Texas Government Code, as amended, and all liabilities on this bond shall be
determined in accordance with the provisions of such statute, to the same extent as if it
were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal
and the Surety have executed this instrument.
SIGNED and SEALED this 11t' day of September 1 2007.
i
JLB CONTRACTING, LP
PRINCIPAL
ATTEST: By: �� A
Name: James G. Humphrey
(Pri ipal)/Secretary
unaa air
Secretary of Title: President
(S E A Q JLB Management,Inc.,its General Padn@r Address: P.O. Box 24131
Fort Worth, Texas 76124
r
Wit es as to Pri cipa
WEST41D ejzkE CO ANY
SURE
ATTEST: By: T( N kff\�
Name: rvlW. eene
Secretary Attorney in Fact
(S E A L) Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
tness as to urety Jennifer R. Borock Telephone Number: 972-516-2600
NOTE: Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attomey-in-Fact.
The date of bond shall not be prior to date of Contract.
Bond# 331
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL BY THESE PRESENTS:
That JLB Contractina, LP ("Contractor"), as principal, and,
Westfield Insurance Company a
corporation organized 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 One Million, One Hundred Fifty Six Thousand, One Hundred Eighty Three Dollars and Ninety
Cents Dollars ($1,156,183.90), lawful money of the United States, for payment of which sum well and truly be
made.unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs,
executors, administrators, assigns and successors,jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth,
dated the 11th of September , 20 07, a copy of which is hereto attached and made a part hereof,
for the performance of the following described public improvements: HMAC SURFACE OVERLAY 2007-6
AT VARIOUS LOCATIONS the same being referred to herein and in said contract as the Work and being
designated as project number(s) C293-541200-206620074883 and said contract, including all of the
specifications, conditions, addenda, change orders and written instruments referred to therein as Contract
Documents being incorporated herein and being made a part hereof; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work
that it will remain in good repair and condition for and during a period of after the date of the final acceptance of
the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term
of 2 (Two)Years ; and
WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time
-within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be
necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or
reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be
Bond# 331
null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and
the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said
Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is exhausted.
IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each of which shall be
deemed an original, this I11h day of September-, A.D. 2007.
JLB CONTRACTING, LP
PRINCIPAL
ATTEST: By: j�D -,. !.!
Name: James G. Humphrey
(Principal Secretary
Linda Oliphant,Secretary Of Title: President
(S E A L) +� M+Inc.,its General PaltiAddress: P.O. Box 24131
Fort Worth, Texas 76124
*es Orincipal
WEST EL NCE COMPANY
SURE
VO NN I &
ATTEST: By: 11
Name: 'Kyle W. weene
Secretary Attorney in Fact
(S E A L) Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Wit ss as to rety Jennifer R. Borock Telephone Number: 972-516-2600
NO Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy-of Power of
Attorney shall be attached to Bond by the Attomey-in-Fact.
The date of bond shall not be prior to date of Contract.
POWER NO. 4220052 06
General Power Westfield Insurance Co.
of Attorney Westfield National Insurance Co.
CERTIFIED COPY Ohio Farmers Insurance Co.
Westfield Center, Ohio
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a 'Company' and collectively as 'Companies," duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio,do by these
presents make,constitute and appoint
CHARLES D.SWEENEY,MICHAEL A.SWEENEY,KYLE W.SWEENEY,BOBBY E. MAYO,JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorneys)-in-Fact,with full power and authority hereby conferred in its name,
u place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - -
LIMITATION: THIS POWER 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 fully 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 Attorneys)-in-Fact may do in
the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
'Be 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 persons as Attorney(s)-in-Fact to represent and act for
` and on behalf of the Company subject to the following provisions:
The Attorney-in-Fact. may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary.'
'Be 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 relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached' (Each adopted at a meeting
held on February 8,20D0).
In Witness Whereof,WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 26th day of
FEBRUARY A.D.,2003 .
,,,, aunr
Corporate agyq,�p,,y �,•���nNAt. ''••,,, Up;;_ WESTFIELD INSURANCE COMPANY
Seals \ .......,,Q ap ,,. •.!NS r'aS - ''%
Affixed v�'' .a• +s py' ;o: '••r'�i= :,� '" "'••;�r"g WESTFIELD NATIONAL INSURANCE COMPANY
'::y_�' OHIO FARMERS INSURANCE COMPANY
fir• SEAL ;-,i SEAL = =�. -
Oq:' .an �� =`''•' ;:p ssfj; 11348 ;4= '` s
State of Ohio *,..,,•�•.••� ,..,i...,..,...••''' law
County of Medina ss.: Richard L. Kinnaird,Jr., Senior Executive
On this 26th day of FEBRUARY A.D.,2003 ,before me personally came Richard L. Kinnaird, Jr. to me known,who, being by me duly
sworn, did depose and say,that he resides in Medina, Ohio;that he is Senior Executive of WESTFIELD INSURANCE COMPANY,WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
Instrument;that he knows the seals 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 name thereto by like order.
¢ Notarial ""look
Seal �at A L �y, •
Affixed \�1111ij v
o:
William J.Kahelin,A rney at Law, Notary Public
State of Ohio to "W1110 My Commission Does Not Expire(Sec. 147.03 Ohio Revised Code)
County of Medina ss.: ,q �'?
,w EI OF•0..
I, Frank A.Carrino,Secretary of WESTFIELD INSURANCE COMPANY,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 is still in full force and effect;and furthermore,the resolutions of the Boards of Directors,set out in the Power of Attorney are
in full force and effect.
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield C-^*-, Ohio, this l l.th day of
September A.D, 2007 '
UR ON4 Ks
,.
Z.
SEAL m Vim: .V: �iti,a-,►�'t � -a-
19 " Se413 i = Frank A. Carrinocr - --
BPOAC2(combined) (06-02) '-� ,^ _r..•�'-
_A
CITY OF FORT WORTH, TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS:
E3 COUNTY OF TARRANT
This agreement made and entered into this the 11h day of September , 20 07 by
� and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas,
organized and existing under and by virtue of a special charter adopted by the qualified voters within
said City on the 11th day of December, A.D., 1924, under the authority (vested in said voters by the
"Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at
a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter termed
Owner, and JLB Contracting, LP HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
-3 That for and in consideration of the payments and agreements hereinafter mentioned to be
made and performed by the Owner, and under the conditions expressed in the bond bearing even date
herewith, the said Contractor hereby agrees with the said Owner to commence and complete the
construction of certain improvements described as follows:
HMAC SURFACE OVERLAY 2007-6
AT VARIOUS LOCATIONS
Designated as project number, C293-541200-206620074883
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by
the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are
' hereto attached and made a part of this contract the same as if written herein.
3.
` The Contractor hereby agrees and binds himself to commence the construction of said work
within ten (10) days after being notified in writing to do so by the Department of Engineering of the City
of Fort Worth.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and approval
of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
within a period of 130 (One Hund-�d Thirty) 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 $ 420.00 _ per working day, not as a penalty but as liquidated damages, the
Contractor and his Surety shall be liable to the Owner for such deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
Specifications, and Contract Documents, then the Owner shall have the right to either demand the
surety to take over the work and complete the same in accordance with the Contract Documents or to
take charge of and complete the work in such a manner as it may deem proper, and if, in the
completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said
Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on
demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said
excess cost.
6.
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and
agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants
and employees, from and against any and all claims or suits for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to be
performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or
_ invitees, whether or not any such iniury, damage or death is caused, in whole or in part, by the
negligence or alleged ne_oli_gence of Owner, its officers, servants, or employees. Contractor
likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and
all injuries to Owner's officers, servants and employees and any damage, loss or destruction to
property of the Owner arising from the performance of any of the terms and conditions of this
C-2
T
Contract, whether or not any such injury or damage is caused in whole or in part by the
negligence or alleged ne_gli_gence of Owner, its officers, servants or employees.
In the event Owner receives a written claim for damages against the Contractor or its subcontractors
prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or
(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been
referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work
performed under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
�. and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Texas Government Code Section 2253, as amended, in the form included in the Contract
Documents, and such bonds shall be 100 percent (100%) of the total contract price, and the said surety
shall be a surety company duly and legally authorized to do business in the State of Texas, and
acceptable to the City Council of the City of Fort Worth.
8.
Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid
work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted
by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly
installments upon actual work completed by contractor and accepted by the Owner and receipt of
invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates
N/A shall be
•4
ONE MILLION, ONE HUNDRED FIFTY SIX THOUSAND, ONE HUNDRED EIGHTY THREE
DOLLARS AND NINETY CENTS
$1,156,183.90
C-3
r.
9.
' It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Department of Engineering.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto
and made a part hereof the same as if it were copies verbatim herein.
■ 11.
�. The Contractor shall procure and shall maintain during the life of this contract insurance as
specified in paragraph 8 of Special Instruction to Bidders of this contract documents.
12.
It is mutually agreed and understood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Contract, and the
Contractor agrees to fully comply with all the provisions of the same.
IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 5
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 5 counterparts with its corporate seal attached.
CA
T Done in Fort Worth, Texas, this the 11t' day of September , 20 07
RECOMMENDED: CITY OF FORT WORTH
ASSISTANT CITY MANAGER
APPROVED:
DIRECTOR, TRANSPORTATION AND
JLB CONTRACTING,LP PUBLIC WORKS
ATTEST:
(Contractor)
CITY SECRET RY
(SEAL)
BY: lb
(Representative) Cont ace- authorization
James G.Humphrey,President of Date
jLsmamyttill L )
,aD)C a411SI APP OVED FORM &
(Address) L LITY:
(City/State/Zip) A71
S A T CITY AT RNEY
November 1960
Revised May 1986
.. Revised September 1992
Revised January 1993
Revised April 1999
Revised June 1999
Revised June 2001
C-5
Project Name: HMAC Surface Overlay( )
DOE Project Number:
Mapsco Location:
Street Maintenance Work Notice
As 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 days
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 concern to your satisfaction, you may also contact
City of Fort Worth Inspector at Monday-
Friday between 7:30 a.m. and 4:30 p.m.
After 4:30 p.m. and on weekends, call (817) 392-8100.
Block Street Project Expected Construction Dates
Limits Name Limits Weather Permitting
1100 to 1200 Brown Street Yates Avenue to Keller Springs Parkway From 6-20-06 to 7-4-06
Nombre del Proyecto: HMAC Surface Overlay
Numero del Proyecto DOE:
Ubicacion Mapsco:
Notificacion de Mantenimiento de la Calle
Como parte del Programa de Mantenimiento 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, por favor apague su sistema de regar el c6sped cerca de la calle.
Si tiene alguna pregunta o concierne, por favor Ilame al contratista al
Si no resuelve su concierne a su satisfaccion, puede tambien Ilamar a la Oficina de
Inspeccibn de la Ciudad de Fort Worth al , de lunes a
viernes entre las 7:30 a.m. y 4:30 p.m.
Despues de las 4:30 p.m. o en los fines de semana Ilame al (817) 392-8100.
Limites Nombre Limites Fechas de Construccion
De Bloques de Calle De Provecto Perrnitlendo el Estado de Tlemao
1100 a 1200 Brown Street Yates Avenue a Keller Springs Parkway De 6-20-06 a 7-4-06
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PROJECT DESIGNATION SIGN
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2�/2�� Contractor's Name 2� ,
_- 1'/2 TELEPHONE NUMBER /2
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FORT WORTH IN LOGO-
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ALL OTHER LETTERING IN ARIAL BOLD
LOGO COLORS.
FORT WORTH - PMS 288
LONGHORN LOGO- PMS 167
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COLLAR CONFIGURATION ft COLLAR CONFIGURATION
FOR PAVED AREA IN UNPAVED AREA
4'-0" (MANHOLE)
2'-0" (WATER VALVE)
(8) #4 BARS,
aw PLACED AS SHOWN.
USE CLASS.„A.,(3000 LB) , ..:. ,•;: :_.,
C f•• ,, : ' '.t .s.
Y, TYP.
CONCRETE.
i
Ld
PLAN VIEW
_ CASE CE 3/4„
#1 #2
CHAMFER
GRADE RINGS 3 MIN. TYP,
�,: :;,; :..•:• ;;;: �.::` :�, GROUND
COLLAR
THICKNESS j•
VARIES, 8" MIN. :2:27 " gq$
r RAM NECK, TYP.
•4
_ CASE #1
COLLAR SHALL EXTEND TO SEC -ION '*A—A�
BOTTOM OF 2:27 CONCRETE
(REBAR REQUIRED).
CASE #2
COLLAR SHALL EXTEND 3" BELOW (MANHOLE COLLAR SHOWN)
BOTTOM OF LOWEST GRADE RING (NOT TO SCALE)
(REBAR REQUIRED).
oRT PORUT CITY OF FORT WORTH, TEXAS DATE: 09/2004
MANHOLE AND WATER VALVE
CONCRETE COLLAR STR-02.8 _ .
A
SQUARE FEET Of VALLEY
GUTTER MEASURED
FROM LACK-OF-CUR•
TO SACK-OF-CURS
CX►ANSION
JOINTS
TRA SITION •♦
A AREA.
1 4
' V
TR AREA(WIDTH AS REQUIRED)L-41.
dummy
MATOOUT TER EXISTING A JOINTS
PLAN VIEW
Not to See/*
An invert ao Nore thm t'/s 401h see eo lose the& JN'Ie d"I
r/I/be repeired 4'all eldee ro/%r flutters. Too Coe trector or///
Oe re falre4 to text the guttor Irith ester before the Job Is ece0fe0.
T-COIICRETE
fXIST.N.M.AL LiLA.C.
. VALLEY 3■I
evie i CASE GUTTER
N0.3}24"C-C TRANSITION
i O NO.34146C-C
R �� •�• ~�� :�-p-,� •Ifs• P• i .�
2'F N.M.A.C.
TRANSITION _
ITEM N302 T• MIT-Or 0. E
CONCRETE WE CrUshed CLONCRETE SASE
Limestone
•'-o'
RESIOENTIAL STREETS
SECTION 'A —A'
Nat to Scale
aw
The T rehAvved concrete roller shollavloce the fop T."a1 the povemeal wlth the remolain�
portion-of povement to be constructed lncfudiag subgrvde lreotmeal, to occoidonce
WIM the typlca/pov/np 8e01l60. The concrete volleylrfllbe povtraed occordinglo
city stoodords for concrete curb and pulley. The eoaerete she t be of iroshed
ond.screened aypiepate With.* Ofa. of flro(:fj#,00S of cement per cublcyard
Of concrete. With a minimum compressive strength of 3,000 pounds per
square inch in seven days.
CONCRETE VQL L EY DETAILS
All applicable provisions of City standard 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 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 3000 pounds per
square inch.Contractor shall work on one-half of Valley Gutter at a time,and the other half shall
be open to traffic.Work shall be completed on each half within seven(7)calendar days.
If the contractor fails to complete the work on each half within seven (7) calendar days, a $100
dollars liquidated damage will be assessed per each half of valley gutter per day.
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 ITEMS: NO.15 Inlet Top of 5 Ft Drainage Inlet—Replace:
NO.16 Inlet—Top of 10 Ft Drainage Inlet—Replace:
These items shall include the removal and replacement of a 7 inch thick drainage inlet top of 5-
foot and 10' drainage inlet openings.The removal and replacement of the drainage inlet top shall
be in accordance with Standard Specification Item No. 450 "Adjusting Manholes and Inlets", as
shown in the Drawing S-S02 and as directed by the construction engineer.
The unit price per bid per each will be full compensation for all labor,equipment,material,tools,
and all incidentals necessary to complete the work
SP-25
PAY-ITEM NO. 17 Piae-Sub Drain-6 Inch Perforated -Install :
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 provision of standard Specifications Item 500 "SUBDRAINS"shall apply except as
herein modified. The pipe material shall be poly vinyl chloride (PVC) with the standard
dimensional ratio of 35 (SDR35) and meet the ASTM D 1784. Filter fabric shall have the
capability of passing ground water without transporting the soil placed around the filter fabric.
The fabric shall be constructed exclusively of synthetic thermoplastic fibers and may be either
woven or 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
environment,contain ultraviolet 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
Fabric weight, on an ambier SDIIPT Test Method Tex-61( 4.0 minimum for undi
temperature air-dried tension fri J"Testing of Constructio drains and Slop
sample,expressed in oz/sq.yd. Fibers" Stabilization, 6.0 minimui
for Gabions Revetment
Water flow rate by falling head metho( Tex-6164 80 minimum
7.9 inches (20 cm) to 3.9 inches (10 cu
on
2 inch ID cylinder with 1
inch diameter orifice, with flow rat
expressed in
gal/sq.ft/minute.
Breaking load in either machine or cross ASTM Designation: D 168 100 minimum
machine direction,expressed in pounds. grab method G as modified b
Tex--616-J
SP-26
Equivalent opening size (US Standar CW-02215, US Army Corps ( 70 to 100
sieve no.) Engineers, Civil Wort
Construction Guid
Specification. "Plastic Filtf
Fabric",Nov. 1977.
"Apparent elongation" at breaking loa ASTM Designation: D 168 100 maximum
in either machine or cross-machis grab method G as modified b
direction,expressed as percent. Tex-6164
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-ITEMS: NO. 18 Pavement-8 Inch-Pulverization—Rehab.:
NO. 19 Pavement-Cement Modification-26 lbs/sv—Install:
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 work (Soil reports in back of this document.)
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 determine 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.
SP-27
If the existing pavement has a combination of 10 inches of H.M.A-C and crushed.stone/gravel,
undercut will not be required.The contractor will pulverize the 10 inches,and the 2 inch cut will
be taken,from the 10 inch pulverized material.
In case of high crown, the contractor shall pulverize the exiting crown and pavement. The
Construction Engineer will determine 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 performed,the contractor shall shape the pulverized material to the
appropriate line and grade.
Samples of the pulverized material will be collected and tested for gradation requirements on two
occasions, first on the day the material is initially pulverized and second on the day the material
will be mixed with the cement. Testing will be at a minimum of one test per 150 linear feet per
lane width per each 8-inches of treated depth,with a minimum of 2 tests per area.
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 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.
SP-28
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-Pavment-2 Inch-Surface Course-Type D Mix~Install.
If the contractor fails to begin the 2 inch H.M.A.C. surface course work within five (5) calendar
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.
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 Pavement-Unclassified Street Excavation—Remove:
This item will be used if additional excavation is needed that is not covered by PAY ITEM NO. 19
Pavement-8 Inch-Pulverization —Rehab. 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-Pavement-HMAC Level Up — Install, before placing 2 inch HMAC
Type I'D"surface course.
SP-29
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 of Item No.106 "Unclassified Street Excavation"shall apply,work shall
be paid per cubic yard.
PAY-ITEM NO.21 SubLyrade-Crushed Limestone For Misc.Placement—Install:
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
PAY ITEM NO.22 Subarade-Remove&Replace—Replace(Asphalt Base Repair):
The contractor is to remove all existing deformed H.M.A.C. pavement and/or bad base
material that shows 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 excavated. As a
part of the excavation process, all unsatisfactory base material shall be removed, if required,
to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from
a couple of inches to include the surface-base-some sub-base removal for which the
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.
SP-30
After satisfactory completion of removal as outlined above, the contractor shall place the
permanent pavement patch, with Type "D" surface mix (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 mix lifts shall not exceed 3 inches with vibrator compactions to follow
each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth, made
in preparation to accept the recycling process.
All applicable provisions of 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)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 Pavement-HMAC Level Up—Install:
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 needed as directed by the
Engineer in the field.
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-2 Inch to 0 Inch Wedge Milling Depth 5.0 Ft Wide—Install
1. Description
SP-31
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 workmanship and shall have a uniform textured appearance. In all
situations where the existing H.M.A.C. surface contacts the curb face, the wedge milling
shall include the removal of the existing asphalt covering the gutter up to and along the face
of curb.
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. 19 Pavement-Unclassified Street
Excavation—Remove,and replaced under PAY-ITEM NO.23 Pavement-HMAC Level Up
Install, prior to placing H.M.A.C. surface course. See PAY-ITEM NO. 19 Pavement-
Unclassified Street Excavation—Remove,for further description of work.
For those streets designated as Mill Overlay on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the
completion of the curb and gutter. If the contractor fails to complete the work within
fourteen (14)calendar days,a $100 dollar liquidated damage will be assessed per block per
day.
The wedge milling operations for this project will be performed in a continuous manner
along both sides of the street. Details of milling locations are at the back of this document.
Contractor is required to begin the overlay, within five (5) calendar days from the date of
the wedge milling completion of any one street. Should the contractor fail to meet this
condition, the wedge milling 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 daily.
Stockpiling of planed material will not be permitted on the project site unless designated by
the Engineer. The machine shall be equipped with means to control dust created by the
cutting action and shall have a manual system providing for uniformly varying the depth of
cut while the machine is in motion thereby making it possible to cut flush to all inlets,
manholes, or other obstructions within the paved area. The speed of the machine shall be
variable in order to leave the desired grid pattern specified under Surface Texture.
The unit price bid per linear feet shall be full compensation for all labor, material,
equipment,tools,and incidentals necessary to complete the work.
PAY-ITEM NO.25 Pavement—Butt Joint-Milled—Install:
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 provide a full width transition section,whereby the new overlay shall
maintain constant depth at the point the new overlay is terminated and the new surface elevation
matches the existing pavement. The construction activities, performance standards and
equipment needed for the butt joints milling operations shall be governed by the special
provisions of PAY-ITEM NO. 24-Pavement-2 Inch to 0 Inch 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 form at the back
of this document.
Construction Details:
Prior to the milling of the butt joints,the contractor shall consult with the construction Engineer
for proper location of these joints and verify that the selected limits of the projects street are
correct.
The general locations for butt joints are at all beginning and ending points of streets listed in the
SP-33
the project and as more graphically detailed at the back of this specification book. The joints are
also required on both sides of all railroad tracks and concrete valley gutters, bridge decks and
culverts and all other items which transverse the street and end the continuity of the asphalt
surface. Each butt joint shall be 20 feet long and milled out across the full width of the street
section to a tapered depth of 2 inch. This milled area shall be tapered within the 20 feet to a
depth from 0 inch to 2 inch at a line adjacent to the beginning and ending points or intermediate
transverse items. This butt joint - when overlayed - will consist of an asphalt section that will
transition the new overlay to match the existing pavement elevation.
The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a smooth
ride over the bump.
Measurement and Payment:
Butt joints as prescribed above, will be measured by the unit of each butt joint milled. The
disposal of excess material involved will not be measured for payment.
Each butt joint-milled, measured as above, complete-in place-in accordance with these
specifications,will be paid for at the unit price shown in the proposal for 'Butt Joints".The unit
price bid per each shall be full compensation for all milling, including material haul-off, tools,
labor,equipment and incidentals necessary to complete the required work.
PAY ITEM NO.26 Pavement-2 Inch Surface Milling —Install:
This item shall consist of milling the existing pavement at a depth of 2 inch. All applicable
provisions of PAY ITEM NO.24 Pavement-2 Inch to 0 Inch Wedge Milling Depth 5.0 Ft Wide
Install 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. 19 Pavement-Unclassified Street Excavation — Remove and
replaced under PAY ITEM NO. 23 Pavement-HMAC Level Up — Install, prior to placing
H.M.A.C. surface course. See PAY ITEM NO. 20 Pavement-Unclassified Street Excavation
Remove,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 Pavement-Crack Sealing—Install(of existing pavement):
SP-34
Contractor shall seal existing cracks '/a 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 shall 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 Pavment-2 Inch-Surface Course-Type D Mix-•Install:
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:
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
SP-35
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 daily for determination of asphalt content,aggregate gradation,
maximum theoretical specific gravity and stability.
For each hot mix asphalt surface course placed,nuclear gauge in-place density testing
will be performed at each 50-ft station,with a minimum of one test per lane width at
each 50-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 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
mixture 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 design report must be certified and signed by a Level H 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 Ouality:
The Ride Quality Surface Type A test(10-foot straight edge)shall be measured.
• Under Item 340.5 Measurement:
SP-36
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 ITEMS: NO. 29 Speed Cushion-HMAC Std. Sneed Cushion w/stripping-24 Ft. and 28 Ft. Wide
Street—Install:
NO.30 Sneed Cushion-HMAC Std. Speed Cushion w/stripping-36 Ft. and 40 Ft. Wide
Street—Install:
This item shall consist of removing existing and installing new H.M.A.0 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 any speed cushions.
Contractor shall install pavement markings.
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:
1. 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
SP-37
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 U. The approved materials
must be used throughout the duration of the bid. 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 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 pavement or
present a hazard to motorists.
Installation of Pavement Markings
SP-38
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.
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 Valve Box—Adjustment:
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. 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.
SP-39
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 3000 pounds per
square inch.Work shall be completed and street open to traffic within seven(7)calendar days.
If the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per each water valve box per day.
The 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.32 Meter—Adiustment:
This item only applies when the adjacent curb and gutter has been removed and replaced and has
been authorized by the assigned inspector. The adjustment shall include raising or lowering the
existing water meter box to the proper grade.
The 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 Manhole—Adiustment:
This item shall include adjusting the tops of existing manhole with concrete collar to match
proposed grade as shown on the plans,in the detail at the back of this document or as directed by
the Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406
"Concrete for Structures" shall apply except as herein modified.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch.Work shall be completed and street open to traffic within seven(7)calendar days.
If the contractor fails to complete the work within seven (7) calendar days, a $100 dollars
liquidated damage will be assessed per each manhole per day.
SP-40
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 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 Mobilization Services:
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
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.
END OF SECTION
SP-41
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. Materials.
A. Portland Cement Concrete. Provide Portland cement concrete to meet a minimum
compressive strength of 3,Od0 psi at 28 days; unless shown otherwise in the contract
documents.
Use Class A concrete for curbs that are-placed separately from the pavement.
Provide concrete that 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
paving. Provide corrosion Protection when shown on.the plans.
1. Dowels. Provide Grade 60 smooth,straight dowels of the size shown on the
plans, free of burrs or deformations. Coat dowels with a thin film of grease or
other approved de-bonding material. Provide dowel caps,on the lubricated end of
each dowel bar used in an expansion joint. Provide dowel caps filled with a.soft
compressible material with.enough range of movement to'allow complete closure
of the expansion joint.
2. Tie Bars. Provide straight deformed steel tie bars. Provide either multiple-piece
He b4,s or slhgle;piece tie bars as shown on the plans:Provide multiple-piece He
bars composed of 2 piece's of deformed reinforcing steel with a coupling capable
of developing a minimum tensile strength of 125% of the design yield strength of
the deformed steel wlien tensile-tested in-the assembled configuration. Provide a
minimum length of 33 diameters of the deformed steel in each piece,
C. CuringMaterials. Provide Type 2 membrane curing compound conforming to
DMS-4650, 'Portland Ceme_nt Concrete Curing Materials and Evaporation
Retardants."
D. Epoxy. Provide Type III epoxy in accordance with DMS-6100, "Epoxies and
Adhesives,"for installing all drilled-in reinforcing steel.
E. Evaporation,Retardant.Provide evaporation retardant conforming to DMS-4650,
"Portland Cement Concrete Curing Materials and Evaporation Retardants."
F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint-sealant materials and
fillers unless otherwise shown on the plans or approved and other sealant materials
of the size,shape,and type shown on the plans in accordance with DMS-6310,
"Joint Sealants and Fillers."
300.3..Equipment. Furnish and maintain all equipment in good working condition. Use
measuring, mixing, and delivery equipment conforming to the requirements of Item 421,
"Portland Cement Concrete.'Obtain approval for other equipment used. '
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 orr slip-forming equipment. Provide approved mechanically operated
finishing floats capable of producing a uniformly smooth pavement surface. Provide
equipment capable of providing a fine, light water fog mist.
Provide mechanically operated vibratory equipment capable of adequately
consolidating the concrete. Provide immersion vibrators on the paving equipment at
sufficiently close intervals to provide uniform vibration and consolidation of the
concrete over the entire width and depth of the pavement and in accordance with the
manufacturer's recommendations. Provide immersion vibrator units that operate at a
frequency in air of at least 8,000 cycles per minute. Provide enough hand-operated
Immersion vibrators for timely and proper consolidation of the concrete along forms,
at joints and in areas not covered by other vibratory equipment. Surface vibrators
may be used to supplement equipment-mounted immersion vibrators. Provide
tachometers to verify the proper operation of all vibrators.
For small or irregular areas or when approved, the paving equipment described in
this Section is not required.
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 and
vibration of the operation without visible springing or settlement. 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 of 100-ft.
radius or less.
.2. Curb Forms. Provide curb forms for separately placed curbs that are not
slipformed that conform to the requirements of Item 529, "Concrete Curb, Gutter,
and Combined Curb and Gutter."
C. Reinforcing Steel inserting Equipment. Provide inserting equipment that
accurately inserts and positions reinforcing steel in the plastic concrete parallel to the
profile grade and horizontal alignment in accordance to plan details.
D. Texturing Equipment.
1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable
support system. Provide a single piece of carpet of sufficient transverse length to
span the full width of the pavement being placed and adjustable so that a
sufficient longitudinal length of carpet is in contact with the concrete being placed
to produce the desired texture.Obtain approval to vary the length andwidth of
the carpet to accommodate specific applications. Use an artificial grass-type
carpet having a molded polyethylene pile face with a blade length of 518 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. Provide a self-propelled transverse metal tine device
equipped with 4-in.to 6-in. steel tines and with cross-section approximately
1132 in.thick by 1112 in.wide, spaced at 1 in., center-to-center. Hand-operated
Lining equipment that produces an equivalent texture may be used only on small
or.in egulariy shaped areas or,when permitted, in emergencies due to equipment
breakdown.
GROUND LINE
1.51MIN. FACE OF CURB
SUITABLE
MATERIAL
TAMPED IN .r
LIFTS NOT CURB AND
O EXCEEDINC `e, GUTTER
�D le' LOOSE.
Xt L.b.Ta.N•.
icy TOP OF CURB
a ;d WASHED ROrCK 12% OVERLAP
i .PER ITEM 402
_� FILTER FABRIC PER
PAY ITEM NO. 1
0.3'
PIPE SHALL BE 6' PERFORATED
POLYVINYL CHLORIDE TUBING
PER ASTM D-1764 UNLESS
SPECIFIED OTHERWISE.
SUBDRAIN .
CITY OF FORT WORTH,TEXAS-CONSTRUCTION STANDARD
DRAWING NO. S-S 11 NIOpIF. GATE: 3- 7-95
367 Addendum 3
PLAN VIEW
BACK OF I BACK OF
CURB CURB
Varies
(Min.30'-Max 40')
2' (Varies) 2'-7.5" 6'-3" 2'-7.5" (Varies) 2'
(TYP•) (T)P•) (TYP•)
12"WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
zfl
N
c?
Zo s
,
m
,
CV
12"WHITE HOT TAPE
(AVERY DENNISON
Striping and reflectors to be OR EQUIVALENT)
- install by the Contractor
/WWE TYPE it 1-SIDED REFLECTORS
�t
Overall
length Overall
width
Tdeight: 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
ide Gradient: 3.43 in 1 (12 inches / 3-1/2 inches heigh TRAFFIC ENGINEERING FORT WORTH
SPEED CUSHIONS
aaWH ay: AJB aTe January 1 S,2004
AMMMErft
DRAWING NOTTO SCALE
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 Sc 60.
WH ' UO� HAIR
RAMPS
S AN. DARD
D- A I s
CITY OF FORT WORTH, TEXAS — CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN OCTOBER 2002
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EXISTING -15' R
SCALE 1" 5'
SIDEWALK RAMP
W/ COLORED SURFACE
NOTES
.1)'EXPANSION JOINT AND SILICONE SEALING .
SHALL BE SUBSIDIARY TO UNIT PRICE BID
FOR SIDEWALK.
- IXISTIAIG CURB '
AND GUTTER THE ACTUAL LIMIT OF-REMOVAL OF EXIST
^ING CURB AND GUTTER AND SIDEWALK SHALL
BE AS DIRECTED BY THE ENGINEER IN THE
FIELD. .
3)MONOLITHIC INSTALLED ONUS BOTH RSIOESS OF THE RAMPED SLOPES MAY BE
DEPENDING ON THE FIELD CONDITION OR AS
DIRECTED BY THE ENGINEER.
4) CURB RAMPS WITH RETURNED CURBS MAY BE
18" OR 24" NOT
NORMALLY WALK PEDESTRIANS
ROSS THE�P.
5)SLOPE OF CURB RAMP AND/OR SIDEWALK
SAWCUT FOR FALRLAMP SKAtII AVE AFMAX MUM SLOPE SIDES
CONCRETE 1:10, UNLESS PEDESTRIANS COULD WALK
PAVEMENT ACROSS THE RAMP THEN THE MAXIMUM SLOPE
--99•.JJ SHALL BE 1:12.
SODDING
v�b AS REQUIRED
CK OF
oC PROP. CURB
MONOLITHIC SIDEWALK CURB
CURB ORIC
(SEE NOTES)
�� CURB ORIC
FLARED
. 90� ��ti SEQ NOTES)
FLARED SURFACE OR CURB
SODDING
' sr• AS REQUIRED
• 'Pya ACK OF PROP. CURB
FACE OF PROP, 7" CURB
00
• c�e°M
PAY C&T SAWCUT FOR HMAC PAVEMENT
G
' 11
a C+ 1
STANDARD PAY LIMIT DETAILC
O �OR CITY OF FORT WORTH, TEXAS DATE 09/2004
ACCESSABILITY RAMP --
PAY LIMITS STR--032
_ EXISTING 15' R
SCALE 1" = 5'
SIDEWALK RAMP
xi W/ COLORED SURFACE
NOTES
�) EXPANSION JOINT AND SILICONE SEALING
SHALL BE SUBSIDIARY TO UNIT PRICE BID
p( FOR SIDEWALK.
AND GU GUTTER CURB
2)THE ACTUAL LIMIT OF REMOVAL OF EXIST
w BE ASCDIRE TES By TTfEiE AND
IN�•{ESL
FIELD.
6"
18" OR 24"
v PAVEMENT
SODDING
AS REQUIRED
ACK OF
PROP. CURB MONOLITHIC SIDEWALK CURS
GROOVE '
Jbi690
TOOL
•• G//ROOVyyyEy��
164"
• '�/ TH
TOOL
•SOOD NG
AS REQUIRED
EXPANSION JOINT & SILICONE SEALING
BACK OF PROP. CURB
FACE OF PROP. 7" CURB
SAWCUT FOR HMAC PAVEMENT
JOINT DETAIL
ORT OR'I` Cmr of FORT WORTH. TEXAS ' DATE: 69/2004
ACCESSABILITY RAMP -
JOINT DETAIL STR-033
PERPEWCULAR PUBLIC SIDEWALK CURB RAMP
Im
QED SIZE PARALLEL.PUBLIC SlIDIEWALK CUM RAMP
t
Level Landing Por
Cur Re�� bd arPua
SIdCOMMED(P (�) PUBLIC
SIDEWALK CURB RAMP
Fig.58
Pu611c S1dwoj*- Curb Ramp
URT CITY OF FORT WORTH, TEXAS nAM 09/2004
ACCESSABILITY RAMP --
TYPICAL CROSS SECTION STR--034
ATTENTION:
CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 59, 59 & 60.
144.28 Vehicular Ways and Faciiitiels
0
Q -
f
� • Cl
Pdrpandicular public aidewalk curb ramp perpendicular public sidewalk curb ramp
in pubfia sidewalk with parkway in public sidewalk
d
a o
Parallel public sidewalk, curb ramp Combination public aidewalk curb ramp Perpandreular ub6e sidewalk curb ramp
in public aidewalk in public sidewaik with parkway at pro cc intersecuart
• Fig. 60
Public Sidewalk Cirb Ramps at Marked Crassings
&RqT0R CITY of FORT WORTH. TWS oar; os�2oo�
ACCESSABiLITY RAMP --
FIGURE 60 STR--035
X
Y
RUNNING
SLOPE RUNMNG SLOPE
1:20 MAX t:I8 MAX COUNTER SLOPE
I:26 MAIL
WALK CURB RAMP STREET
(1) Slope Y/z where x lQ a lavaI slope
(2) Cauntar slopa shall not esaeed 1:20
Fig. B4.7.2
Measuremeat of Curb Ramp Slope
eA .
PLANTING OR OTHER
= NONKA.LKING SURFACE
g ,
i
FLARED.SIDE
1
10
NOTE: If X < 40" (1220 mm) than the slope of the ,
flared eidea ab.a11 'not exceed L:L3
(a) Flared Sides (b) Ratumad Curb
Fig. B4,7.8
Sides of Curb Ramps
98 =In L
91
10
Fig. B4.7.6
Built—up .Curb. Ramp
OCTOBER, 1992, REDRASYPT OCTOBER 2002
ORT WOR CITY OF FORT WORTH. TEXAS DATE: 09/20o4
ACCESSABILITY RAMP --
RAMP SLOPE DETAILS , STR-036
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.
YP I
AYOU
CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN OCTOBER 2002
TYPE . I
EXISTING 15' R.
SCALE 1" = 4'
PROP. 4' RAMP WITH
COLORED SURFACE
z
o
H
Q
U
1:48
• 1:12 .
1:12
v
VARIABLE HEIGHT CURB
1 1./2' R. (TYP)
CITY OF FORT WORTH, TEXAS. D_ ATE: 09/2004
FQRTWOUH ACCESSABILITY RAMP -
TYPE I (W/15' RADIUS) STR-037
TYP E I
EXISTING 20' R.
SCALE 1" = 4'
• a '
PROP. 4' RAMP WITH
z COLORED SURFACE
za '
w
o
U
1.48
1:12
VARLOLE HEIGHT CURB
1 1/2' R. (TYP)
�ORT WORT CITY OF FORT WORTH, TEXAS DATP 09/2004
ACCESSABILITY RAMP -
TYPE 1 (20 RAD.) STR-038
EmSTING CURB
& GU7M
TYPE -II I-
masT'ING 15' R.
SCALE 1" = 4'
SIDEWALK RAMP WITH
s COLORED SURFACE
18" OR 84'
BROOM FINISH
5A1fCUT FOR
HMAC PYMT. HMAC TIE-'IN
g" SODDINO
AS Raqunm
HAcK of
PROP. CB.
1;12 MONG MIC CURB
1:38
.12
1:48 SODDING
-� A5 REQUIRED
HACK OF PROP CURB
FACE OF 7" CURB
EXISTING.CURB $ GUTTER
nIrCUT FOR CONCEM PAYMMN'P
OR! i■dRT CITY OF FORT. WORTH, TEXAS DATE 09/2004
ACCESSABILITY RAMP -
TYPE III (15 RADIUS) STR-039
i l TYPE III '
EXISTING 20' R.
EXISTING CURB SCALE 1" = 4'
& GUTTER
SIDEWALK RAMP WITH
COLORED SURFACE
18" OR 24" ® BROOM FINISH
SAWCUT FOR HMAC TIE-IN
HMAC PVMT.
6"
SODDING
AS REQUIRED I
BACK OF
PROP. C8.
1:12 VARIABLE HEIGHT CURB
•- 1':36
�`'`ry
' 1:12 •
:48 EXISTING. CURB & GUTTER
SODDING
AS REQUIRED
BACK OF PROP CURB
FACE OF 7" CURB '
sAWCUT FOR CONCRETE PAVEMENT
CITY OF FORT WORTH, TEXAS _ DATE: 09/2004
&RgT;ORTACCESSABILITY RAMP
TYPE 111 (20 RADIUS) STR-040
. 1
CITY OF FORT WORTH
CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project : HMAC 2007-6
�- DOE No: 5253- /va, f&&F i2 ►�tS��
Fund Code: 03
HOLE # 1 LAB NO: 85704
LOCATION: 6200 Whitman N/4
9 . 00" HMAC
12 . 0" Orange Brown Sandy Clay w/rock & Gravel
ATTERBURG LIMITS : LL: 14 .6 PL:25 . 8 PI :21 . 8 SHRKG: 10 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Lt. Brownish Cray Clay
UNIT WEIGHT: 146 . 0 #1 (4"HMAC)
HOLE # 2 LAB NO: 85705
LOCATION: 6212 Whitman C/L
7 . 0" HMAC
4 .25" Sand Rocks & gravel
10 . 0" Orange brown sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL: 43 . 8 PL: 31 . 6 PI : 12 .2 SHRKG: 7 . 0%
MUNSELL COLOR CHART: 10 Yr. 7/3 Very Pale Brown Sandy Clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE # 3 LAB NO: 85706
LOCATION: 6232 Whitman S/4
7 . 00" HMAC
3 . 00" Brown sandy clay w/rocks & gravel
11 . 0" Orange Brown Sandy Clay w/rock & Gravel
ATTERBURG LIMITS: LL: 51 . 0 PL: 27 .4 PI : 23 . 6 SHRKG: 12 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Lt . Brownish Gray Clay
UNIT WEIGHT: 146 . #/CFT (4"HMAC)
HOLE # 4 LAB NO: 85707
LOCATION: 6304 Whitman N/4
r
7 .25" HMAC
14 . 0" Brownish Gray Sandy Clay
ATTERBURG LIMITS : LL: 57 . 0 PL:24 . 6 PI :32 .4 SHRKG: 15 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Lt. Brownish Gray Clay
UNIT WEIGHT: 146. 0 #/CFT (4"HMAC)
HOLE # 5 LAB NO: 85708
LOCATION: 6400 Whitman C/L
8 . 50" HMAC
12 . 0" Grayish Brown Sandy Clay w/rock & gravel
ATTERBURG LIMITS: LL:48 . 5 PL:26 .5 PI :22 . 0 SHRKG: 9 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Clay
aw UNIT WEIGHT: 146 . 0 #/CFT (4"HMAC)
,
2
HOLE # 6 LAB NO: 85709
LOCATION: 6428 Whitman S/4
7 .25" HMAC
4 . 0" Sand, rocks & gravel
10 . 0" Grayish Brown Sandy Clay w/rock & gravel
ATTERBURG LIMITS : LL:46. 9 PL:25.7 PI :21 .2 SHRKG: 11 . 0%
MUNSELL COLOR CHART: 10 Yr. 7/2 Lt . Gray CLAY
UNIT WEIGHT: 146. 0 #/CFT (4"HMAC)
... HOLE # 1 LAB NO: 85710
LOCATION: 5801 Wimbleton Way N/4
7 . 0" HMAC
3 .5" Brown sandy clay w/rocks & gravel
4 . 0" Orange brown sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL:53 .2 PL:26 . 8 PI :26 .4 SHRKG: 15 . 0%
' MUNSELL COLOR CHART: 10 Yr. 6/1 Gray Clay
UNIT WEIGHT: 146 . 0 #/CFT (4"HMAC)
HOLE # 2 LAB NO: 85711
LOCATION: 5818 Wimbelton Way C/L
6. 0 " HMAC
3 . 0" Sand, rocks & gravel
5 . 0" Brown sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL:55.3 PL:28 .4 PI :26 . 9 SHRKG: 16 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/1 Gray Clay
UNIT WEIGHT: 146 . 0 #/CFT (4"HMAC)
HOLE # 3 LAB NO: 85712
LOCATION: 5913 Wimbelton Way S/4
5 . 0" HMAC
7 .75" Tan sandy clay w/rocks & gravel
11 . 0 Dk. Gray Sandy Clay
ATTERBURG LIMITS : LL:52 . 5 PL: 23 .7 PI :28 . 8 SHRKG: 15 . 0%
MUNSELL COLOR CHART: 10 Yr. 5/1 Gray Clay
UNIT WEIGHT: 146 . 0 #/CFT (4"HMAC)
HOL \ AA /\ /
#1 B NO \85712
L TI . 5 3 one Dr W/
0 C
4 . Sa ro is av 1
6 . Tan <andy lay w rocks & grav
TERB
E OL C 10 r 7/3 ery Pa Brow San Cla
\VNI EIG I6 # F (4 )
\ I
H)RL,X 2 0: 85 3 A \1\\ N
LO ATI 5 W nd r 4
" MAC
4. S n , r ck grav
3 .X1Tan sandy ay w/r c & Xael
ffE
U IMIT LL. . 0 L 15 . 0 P : 15 . 0 SHR : 7 . 0
COL R HA T: Yr. 7 4 Very ale B wn S n y a
GHT: 46 . 0 CF (4" )
2
HOLE # 6 LAB NO: 85728
LOCATION: 5010 Whistler S/4
8 .00" HMAC /V 0
12 . 00" Brown sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 43 . 0 PL: 27 . 0 PI : 16 . 0 SHRKG: 6 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/3 PALE BROWN CLAY
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE # 7 LAB NO: 85729
LOCATION: 5113 Whistler C/4
7 . 75" HMAC
4 . 00" Sand, rocks & gravel
13 . 00" Dark brown sandy clay
ATTERBURG LIMITS: LL: 60 . 0 PL: 37 . 0 PI : 29. 0 SHRKG: 15. 0%
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale brown clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE # 8 LAB NO: 85730
LOCATION: 5125 Whistler S/4
8 . 00" HMAC ' I o L
3 . 75" Sand, rocks & gravel
9 . 50" Brown sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL: 70 . 0 PL: 32 . 0 PI : 38 . 0 SHRKG: 18 . 0%
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish brown clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE ## 9 LAB NO: 85731
LOCATION: 5205 Whistler N/4
8 .25" HMAC O
4 . 00" Rocks & gravel
IJ
10 . 00" Brownish gray sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL: 65. 0 PL: 32 . 0 PI : 33 . 0 SHRKG: 18 . 0%
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish brown clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE # 1 LAB NO: 85732
LOCATION: 4568 Saldana Dr. N/4
7. 00" HMAC
5. 50" Brown sandy clay w/rocks & gravel
9 .75" Yellowish brown sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 34 . 0 PL: 17 . 0 PI : 17. 0 SHRKG: 8 . 0%
MUNSELL COLOR CHART: 10 Yr. 8/2 Very pale brown clay
UNIT WEIGHT: 146. 0 #/CFT (4" HMAC)
HOLE # 2 LAB NO: 85733
LOCATION: 4524 Saldana C/4
7 . 75" HMAC
5 . 00" Brown sandy clay w/rocks & gravel
10 . 00" Yellowish brown sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 32 . 0 PL: 16 . 0 PI : 14 . 0 SHRKG: 8 . 0%
MUNSELL COLOR CHART: 2 . 5 Yr. 8/3 Pale yellow sandy clay
UNIT WEIGHT: 146 .0 #/CFT (4" HMAC)
3
HOLE # 3 LAB NO: 85734
no LOCATION: 4537 Saldana S/4
6 . 75" HMAC
3 . 75" Sand, rocks & gravel
11. 00" Dark gray sandy clay
ATTERBURG LIMITS : LL: 52 . 0 PL: 25. 0 PI : 27 . 0 SHRKG: 13 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Light brownish gray clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE # 4 LAB NO: 85735
LOCATION: 4604 Saldana N/4
6 . 50" HMAC
4 . 00" Brown sandy clay w/rocks & gravel
10 . 00" Dark brownish gray sandy clay
ATTERBURG LIMITS : LL: 54 . 0 PL: 26 . 0 PI : 28 . 0 SHRKG: 14 . 0%
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish brown clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE # 5 LAB NO: 85736
LOCATION: 4628 Saldana C/4
14 . 50" HMAC
6 . 00" Gray sandy clay
ATTERBURG LIMITS: LL: 50 . 0 PL: 25 . 0 PI : 25 . 0 SHRKG: 10 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Light brownish gray clay
UNIT WEIGHT: N/A ##/CFT
HOLE # 1 LAB NO: 85737
LOCATION: 4428 Cartagena S/4
6 . 50" HMAC
3 . 75" Sand, rocks & gravel
4 . 00" Brown sandy clay w/rocks & gravel
8 . 50" Dark brown sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL: 49. 0 PL: 25 .0 PI : 24 . 0 SHRKG: 11 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Light brownish gray clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE # 2 LAB NO: 85738
LOCATION: 4417 Cartagena C/4
6 . 75" HMAC
5 . 00" Brown sandy clay w/rocks & gravel
10 . 00" Medium brown sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 46 . 0 PL: 23 . 0 PI : 23 . 0 SHRKG: 12 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Light brownish gray clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE # 3 LAB NO: 85739
LOCATION: 4401 Cartagena N/4
7 .50" HMAC
5 . 00" Sand, rocks & gravel
11 . 00" Yellowish brown sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 46 . 6 PL: 21 .2 PI : 25 .4 SHRKG: 14 . 0%
MUNSELL COLOR CHART: 2 . 5 Yr. 7/4 Pale yellow clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
4
HOLE # 4 LAB NO: 85740
LOCATION: 4319 Cartagena S/4
7 .75" HMAC
5 .25" Brown sandy clay w/rocks
10 .00" Yellowish gray sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL: 42 . 8 PL: 19 . 5 PI : 23 .3 SHRKG: 10 . 0%
MUNSELL COLOR CHART: 10 Yr. 7/3 Very pale brown clay
UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC)
HOLE # 5 LAB NO: 85741
LOCATION: 4336 Cartagena C/4
7 . 50" HMAC
12 . 00" Gray sandy clay
ATTERBURG LIMITS: LL: 42 .7 PL: 22 . 9 PI : 24 . 8 SHRKG: 13 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/1 Gray clay
UNIT WEIGHT: 146.0 #/CFT (4" HMAC)
HOLE # 6 LAB NO: 85742
LOCATION: 4300 Cartagena $/4
` 9 . 50" HMAC
12 .50" Gray sandy clay
ATTERBURG LIMITS: LL: 18 . 0 PL: 30 .2 PI : 34 .3 SHRKG: 18 . 0%
MUNSELL COLOR CHART: 10 Yr. 5/1 Gray clay
TJNIT WEIGHT: 146 .0 #/CFT (4" HMAC)
H LE 1 B 8 7 3 \
LO O : 3 'W. f cca t@ th e N
. 5" C
8 . 0 " a S d cl w/ ks ra 1
11 . 00 Yet ish ow and la /r c s av
A E BUR IM S • L 3 . 8 PL.\ P . 18 . SH G 1
M ELL OR RT: . 5 8/, Pal ye
c y
WE H • 1 . 0 FT
H E " 2 /` LAB O: 8 744
LO IO 70 S ut g e C/4
A A
4 . 0" C
" T n s n c a r ck gr
0 . 0 Ye wis ro san cl y /r s av 1
ATT "IGT:
L 6 . L: 5 0 1 . HR G. 10 °
SAR • 2 . 5 r. / Ye ow c
IT / CF (4" C)
H L #O : 2 1 LA O: 8 45
L ATI uth a e S/
375' MAC
4 . .0" s ndy lay / ock & a e1
5 5" B wn a d cla w/ro s & ravel
. 0 a b wn an la ro s & vel
\m,
[MUNS
ATT R G LI TS L • 57 . PL: . 1Yayis.�Arc,
2SHR 14 .
.. LLt
L C T 1 Y 4/2 rkw c ay/
UNIT EIT: 1 4 . 0 #/C f
5
OLE C T 8 hg NO: 5746
JO
N
. 00I MA
7 " sa y c y ock & r ve
4 0" own nd lay /roc & g vel
. 0 " Re sh own n cl y w/ ock gr ve
8 . Da bro sa cl
A T B LI I L . 5 L: PI . 3 .0 H G• . 0%
M SEL OLOR CHART 2 .5 Gray' h br cla
IG T• 1 6 . # CFT 4" C)
HOL # 5 LAB O 857
O ON. 3 'E f We Cr @ S thgat 4
4 . 0 HMA
. 5 Tan andy roc & gr el
5 0" r wn a cl y ro & g vel
6 . 0" ddis oran brow Ban y a w/ ocks /graVvW/
A ER U G IMF',�,,,#�./CF
36 . L: 2 0 PI : 6 . 6 S Va
SE COL C1 Y . 7 4 e pa row c
UNI WE GH : 14 (4" H C)
HOLE ## 1 LAB NO: 85748
LOCATION: 301N. Walton @ Colusa W/4
7 .25" HMAC
5 . 00" Sand, rocks & gravel
10 . 00" Tan brown sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 28 . 0 PL: 16 . 0 PI : 12 . 0 SHRKG: 6 . 0%
MUNSELL COLOR CHART: 10 Yr. 8/3 Very pale brown sandy clay
UNIT WEIGHT: 146 .0 #/CFT (4" HMAC)
HOLE ## 2 LAB NO: 85749
LOCATION: 351S. of Wharton @ Colusa C/4
- 4 . 00" HMAC
4 .75" Sand, rocks & gravel
5 .25" Tan sandy clay w/rocks & gravel
10 .25" Dark grayish brown sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 57 . 8 PL: 29 . 5 PI : 28 .3 SHRKG: 16. 0%
MUNSELL COLOR CHART: 10 Yr. 5/1 Gray clay
UNIT WEIGHT: 146. 0 #/CFT
HOLE # 3 LAB NO: 85750
LOCATION: 251S. of Winifred @ Colusa W/4
3 .25" HMAC
7 . 50" Tan sandy clay w/rocks & gravel
12 . 00" Medium brown sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 54 . 3 PL: 26 . 0 PI : 28 .3 SHRKG: 16. 0%
MUNSELL COLOR CHART: 10 Yr. 5/1 Gray clay
UNIT WEIGHT: 140 . 0 #/CFT
HOLE # 4 LAB NO: 85751
LOCATION: 25'S. of Wosley @ Colusa E/4
3 . 50" HMAC
6. 75" Tan sandy clay w/rocks & gravel
3 . 00" Brown sandy clay w/rocks & gravel
9. 75" Orange brown sandy clay w/rocks & gravel
ATTERBURG LIMITS: LL: 29 . 5 PL: 16. 9 PI : 12 . 6 SHRKG: 6 . 0%
MUNSELL COLOR CHART: 10 Yr. 7/4 Very pale brown clay
UNIT WEIGHT: 142 . 0 #/CFT
6
HOLE # 1 LAB NO: 85752
LOCATION: 1501 Glasgow S/4
2 .00" HMAC
9. 00" Sand, rocks & gravel
11. 00" Light brownish clay w/sand & gravel
ATTERBURG LIMITS : LL: 35 . 6 PL: 18 .2 PI: 17 .4 SHRKG: 10 . 0%
MUNSELL COLOR CHART: 2 . 5 Yr. 7/2 Light gray clay
UNIT WEIGHT: 131 . 0 ##/CFT
HOLE # 2 LAB NO: 85753
LOCATION: 1517 Glasgow C/4
2 . 00" HMAC
10 . 00" Light yellowish brown w/rocks & gravel
8 . 00" Dark sandy gray clay w/rocks & gravel
ATTERBURG LIMITS: LL: 46.2 PL: 23 .3 PI : 22 . 9 SHRKG: 13 . 0%
MUNSELL COLOR CHART: 10 Yr. 5/2 Brown clay
UNIT WEIGHT: 131 . 0#/CFT
HOLE # 3 LAB NO: 85754
LOCATION: 1537 Glasgow N/4
7 . 00" HMAC
8 . 00" Light brown sandy w/rocks & gravel
8 . 00" Dark gray clay w/rocks & gravel
ATTERBURG LIMITS: LL: 54 . 3 PL: 25 .2 PI : 29.1 SHRKG: 14 . 0%
MUNSELL COLOR CHART: 2 . 5 Yr. 5/2 Grayish brown clay
UNIT WEIGHT: 146 . 0 #/CFT
Approval :
Ryan Jeri Routing:
Y Inspector: N/A Requested by Susan Schwinger
Tested by: Soil Lab Inspector
File
1
CITY OF FORT WORTH
CONSTRUCTION SERVICES
.. LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project : HMAC 2007-6
DOE No: 5253
Fund Code: 03
HOLE ## 1 LAB NO: 86151
LOCATION: 4800. Inwood W/4
2 .75" HMAC
6.50" Damaged concrete or 227
5. 00" Gray sandy clay
8 .00" Grayish dark brown sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL: 53 . 0 PL: 26. 0 PI : 27. 0 SHRKG: 13 . 0%
MUNSELL COLOR CHART: 10 Yr.. 6/2 Light brownish gray clay
UNIT WEIGHT: 136.0 #/CFT
HOLE ## 2- LAB NO: 86152
LOCATION: 4817 Inwood E/4
3 .00" HMAC
4 .25" Damaged concrete or 227
12 .00" Brown sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL: 36. 0 PL: 19.0 PI: 17 .0 SHRKG: 9 .0o
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale brown clay
UNIT WEIGHT: 138 . 0 #/CFT
Approval :
Ryan Jeri Routing:
Inspector: N/A Requested by Susan Schwinger
Tested by: Soil Lab Inspector
File
r
ow
HMAC Surface Overlay (2007-6)
Block Street Name Street Limits CD Map Quantity Procedure
4300-4431 CARTAGENA DR S CUL-DE-SAC-CASTILE ST 6 103B 0.78 LM POL
5500-5599 COLUSA DR WOSLEY DR-WALTON AVE 6 90S 0.7 LM POL
1500-1699 GLASGOW RD OAK GROVE RD-E END OF THE STREET(Park Entrance) 8 91 V 0.36 LM POL
4800-4899 INWOOD RD BILGLADE RD-SELKIRK DR 3 89L 0.16 LM POL
rt 2200-2299 McEWEN CT TRUMAN DR-LUCAS DR 5 79R 0.24 LM POL
4500-4699 SALDANA DR KINGSWOOD DR-S HULEN ST 6 103B 0.76 LM POL
4500-4699 WHEELOCK DR KINGSWOOD DR-S HULEN ST 6 103B 0.49 LM MOL
4700-5099 WHEELOCK DR S HULEN ST-WINIFRED DR 6 103A 0.84 LM MOL
4700-5249 WHISTLER DR S HULEN ST-WESTROCK DR 6 103A 1.2 LM MOL
6200-6499 WHITMAN AVE S HULEN ST-WHEELOCK DR 6 89W 0.88 LM POL
5800-5999 WIMBLETON WAY WELCH AVE-WEDGWORTH RD 6 89Y 0.44 LM POL
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