HomeMy WebLinkAboutContract 37506 CIT
SPECIFICATIONS CONTRACT y�1S
AND
CONTRACT DOCUMENTS
FOR
' HMAC SURFACE OVERLAY (2008-5)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 01082
TPW PROJECT NO. C293-541200-207620108283
2008
MIKE MONCRIEF DALE A. FISSELER, P.E.
MAYOR CITY MANAGER
GREG SIMMONS, P.E., ACTING DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
GEORGE A. BEHMANESH, P.E., ASSISTANT DIRECTOR
i TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
PREPARED BY
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
INFRASTRUCTURE GROUP
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O RECORD
OFFICIAL R �i
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�.f.a.. . ..SRAI CITY SECRETARY ,.. 1.Is N�
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FT.WORTH, TX
"i °° W823
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Pagel of 2
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 8/5/2008
DATE: Tuesday, August 05, 2008
LOG NAME: 20HMAC 2008-5 REFERENCE NO.: C-22961
.. SUBJECT:
Authorize Execution of a Contract in the Amount of $793,742.00 with JLB Contracting, L.P., for
HMAC Surface Overlay 2008-5 at Various Locations Within Council Districts 3 and 7 (City Project
No. 01082)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract in the amount of
$793,742.00 with JLB Contracting, L.P., for 110 working days for HMAC Surface Overlay 2008-5 at various
locations within Council Districts 3 and 7.
DISCUSSION:
In the Fiscal Year 2007-2008 Contract Major Maintenance Program, various types of street maintenance
techniques are grouped into specific contract packages. HMAC (hot mix asphaltic concrete) Surface
Overlay 2008-5 at various locations provides for surface and base rehabilitation, curb and gutter, and
valley gutter replacements for asphalt streets funded from the Contract Street Maintenance Fund.
The City reserves the right to increase or decrease quantities of individual pay items within the contract,
provided that the total contract amount remains within plus or minus 25 percent of the contract award.
This project was advertised for bid in the Fort Worth Star-Telegram on April 24, and May 1, 2008. On May
22, 2008, the following bids were received:
BIDDERS AMOUNT
JLB Contracting, L.P. $793,742.00
P and E Contractors, Inc. $818,401.00
Advanced Paving Co. $886,620.80
Austin Bridge and Road, L.P. $916,220.00
JLB Contracting, L.P., is in compliance with the City's MN/BE Ordinance by committing to 19 percent
M/WBE participation. The City's goal on this project is 15 percent.
This project is located in COUNCIL DISTRICTS 3 and 7.
•• 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://apps.cfwnet.org/council_packet/Reports/mc_print.asp 8/8/2008
Page 2 o
No
TO Fund/Account/Centers FROM Fund/Account/Centers
C293 541200 207620108283 $793,742.00
No Submitted for City Manager's Office Fernando Costa (8476)
Originating Department Head: Greg Simmons (8255)
Additional Information Contact: George Behmanesh (7914)
.e
IL
http://apps.cfwnet.org/council_packet/Reports/mc_print.asp 8/8/2008 .
CITY OF FORT WORTH
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ADDENDUM No. 1
TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
H.M.A.C. SURFACE OVERLAY (2008-5)
AT VARIOUS LOCATIONS
CITY PROJECT NO. 01082
TPW PROJECT NO. C293-541200-207620108283
The contract and documents for the subject project are hereby revised or amended as the following:
The primary purpose of this addendum is to clarify
PAY ITEM NO.3 Curb & Gutter -- Remove & Replace: on page SP-22, and
PAY ITEM NO.4 Curb and Gutter - 7 inch w/18 Inch Gutter - Install New:
On page SP-23 of the SPECIAL PROVISIONS
Delete the following paragraph below:
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)working days from the completion of the curb and gutter. If the contractor
fails to complete the work within fourteen (14)working days, a$100 dollar liquidated damage will be assessed per
block per day.
And replace with the following paragraph bellow:
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract document book,
the wedge milling shall begin within fourteen (14) working days from the date of the concrete work (curb and
gutter, driveways, valley gutter, sidewalk) completion of any street, and for those streets designated as Pulverize
Overlay (POL) on the street list in the back of this contract document book, the pulverization of the existing
pavement shall begin within fourteen (14) working days from the date of the concrete work (curb and gutter,
R driveways, valley gutter, sidewalk) completion of any street. If the contractor fails to begin the work within
fourteen (14)working days, a$100 dollar liquidated damage will be assessed per block per day.
Please acknowledge receipt of this addendum by inserting signed copy of same into your proposal at time of
bidding. Failure to return a signed copy of this addendum shall be grounds of rendering the bid non-responsive.
RECEIPT ACKNOWLEDGES: Najib Fares, P.E., Infrastructure Manager
By: B
Riad I.Nusrallah, P.E., Street Program Manager
�. Title
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2008-5)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH,TEXAS
- CITY PROJECT NO. 01082
TPW PROJECT NO. C293-541200-207620108283
-Z�" 0
NAJIB FAdES,P.E. V DATE
INFRASTRUCTURE MANAGER
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
DAD TOWNSEND,P.E. DATE
ENGINEERING MANAGER WATER DEPARTMENT
TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Prevailing Wage Rates
4. Proposal
5. Vendor Compliance
6. Minority and Women Business Enterprise Specifications
7. Special Provisions
S. Item 360,Concrete Pavement(Modified Specification)
9. Contractor Compliance with Worker's Compensation Law
10. Certificate of Insurance
11. Equipment Schedule
12. Experience Record
13. Performance Bond
14. Payment Bond
15. Maintenance Bond
16. Contract
17. Green Cement Policy Compliance Statement
18. Notice of Construction Detail
19. Project Designation Sign Detail
20. Other Details
21 Street Locations
22. Street by Street Quantity Determination Spreadsheet
Sealed Proposals for the following:
HMAC SURFACE OVERLAY(2008-5)
AT VARIOUS LOCATIONS
CITY PROJECT No.01082
TPW PROJECT NO.C293-541200-207620108283
Submit package to City of Fort Worth, Purchasing Division, in the lower level of the Municipal Building, 1000
Throckmorton, Fort Worth, Texas 76102 until 1:30 P.M., Thursday, May 22, 2008, and then publicly read
aloud at 2:00 p.m., in the Council Chambers.
As mandated by Fort Worth City Council Resolution 3535,all cement utilized for this project shall be procured
from a kiln utilizing a dry kiln process or from any kiln that does not produce an excess of 1.71b of NOx
emissions per ton of clinker produced.
Bidder shall submit the`Green Cement Policy Compliance Statement' at the time of bid opening of the project.
A copy of the Compliance Statement is included in the Contract Documents. Failure to comply with the
`Green' Cement Policy shall be grounds for rejecting the bid as non-responsive.
Specifications and Contract Documents for this project may be purchased for twenty dollars($20)per set at the
office of the Transportation and Public Works Department, Municipal Office Building, 1000 Throckmorton
Street,Fort Worth,Texas 76102. These documents contain additional information for prospective bidders.
A pre-bid conference will be held at 11:00 AM.Thursday,May 8,2008,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:
1,000 L.F. Curb and Gutter Replacement
57,000 SY 2 Inch Surface Course Type"D"Mix
32,500 SY 8"Pavement Pulverization
1,600 L.F. 2 Inch to 0 Inch Wedge Milling Deep,5 Ft Wide
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.
CHARLES R.BOSWELL ROBERT GOODE,P.E.,DIRECTOR
CITY MANAGER TRANSPORTATION AND PUBLIC WORKS
DEPARTMENT
Advertising Dates: B . , t% li
April 24, 2008 iad Nusrallah,P.E.
May.1,2008 Street Program Manager
No
SPECIAL INSTRUCTIONS TO BIDDERS
1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of
Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid
submitted must accompany the bid, and is subject to forfeit in the event the successful
bidder fails to execute the contract documents within ten days after the contract has been
awarded.
To be an acceptable surety on the bid bond,the surety must be authorized to do business
in the state of Texas. In addition, the surety must (1)hold a certificate of authority from
the Untied States secretary of the treasury to qualify as a surety on obligations permitted
or required under federal law; or (2) have obtained reinsurance for any liability in excess
of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of
.. Texas and is the holder of a certificate of authority from the Untied States secretary of the
treasury to qualify as a surety on obligations permitted or required under federal law.
Satisfactory proof of any such reinsurance shall be provided to the City upon request.
.. The City, in its sole discretion,will determine the adequacy of the proof required herein.
2. PROPOSAL: After proposals have been opened and read aloud,the proposals will be
tabulated on the basis of the quoted prices,the quantities shown in the proposal, and the
application of such formulas or other methods of bringing items to a common basis as
may be established in the Contract Documents.
The total obtained by taking the sum of the products of unit prices quoted and the
estimated quantities plus any lump sum items and such other quoted amounts as may
enter into the cost of the completed project will be considered as the amount of the bid.
Until the award of the contract is made by the Owner,the right will be reserved to reject
any or all proposals and waive technicalities,to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
.. work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided, without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
.. Documents prior to the bid receipt. Information regarding the status of addenda may be
obtained by contacting the Department of Engineering Construction Division at(817)
871-7910. Bids that do not acknowledge all applicable addenda will be rejected as non-
responsive.
SPECIAL INSTRUCTIONS TO BIDDERS
�+ -I
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, PRRVIE
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") is received by the City.
•. 5. PAYMENT PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
.. furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the
Texas Government Code,as amended.
A. If the total contract price is$25,000 or less,payment to the contractor shall be
" made in one lump sum. Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
B. If the contract amount is in excess of$25,000, a Payment Bond,shall be
executed, in the amount of the contract, solely for the protection of all claimants
supplying labor and material in the prosecution of the work.
C. If the contract amount is in excess of$100,000,a Performance Bond shall be
executed, in the amount of the contract conditioned on the faithful performance of
the work in accordance with the plans, specifications, and contract documents.
Said bond shall solely be for the protection of the City of Fort Worth.
D. A Two-year Maintenance Bond is required for all projects to insure the prompt,
full and faithful performance of the general guarantee as set forth in Paragraph 7
of the Special Provisions.
To be an acceptable surety on the performance, payment and maintenance bonds, the
surety must be authorized to do business in the state of Texas and meet all requirements
of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a
certificate of authority from the Untied States secretary of the treasury to qualify as a
.. surety on obligations permitted or required under federal law; or (2) have obtained
* reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and
admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority
from the Untied States secretary of the treasury to qualify as a surety on obligations
i, 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
lb 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
w -2-
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
VW 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
WW 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
•. -3-
VW
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 lth 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.
ow
The contractor and each subcontractor shall,for a period of three (3)years
following the date of acceptance of the work,maintain records that show(i)the
name and occupation of each worker employed by the contractor in the
construction of the work provided for in this contract; and(ii)the actual per diem
wages paid to each worker. The records shall be open at all reasonable hours for
inspection by the City. The provisions of the Audit section of these contract
documents shall pertain to this inspection.
F. Pay Estimates.
With each partial payment estimate or payroll period,whichever is less,the
contractor shall submit an affidavit stating that the contractor has complied with
the requirements of Chapter 2258,Texas Government Code.
.. G. Posting of Wage Rates.
The contractor shall post the prevailing wage rates in a conspicuous place at the
site of the project at all times.
H. Subcontractor Compliance.
The contractor shall include in its subcontracts and/or shall otherwise require all
,. of its subcontractors to comply with paragraphs(a)through(g)above.
I. (Wage rates are attached following the end this section.)
9. FINANCIAL STATEMENT: A current certified financial statement may be required by
the 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.
r, 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
"" -5
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 nonresident bidder unless the non-
resident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
non-resident bidder to obtain a comparable contract in the state in which the non-
resident's principal place of business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in
this state,but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
"Texas resident bidder" means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state.
This provision does not apply if the project is funded in whole or in part with federal
funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet specifications. The failure of a non-resident contractor to do so
will automatically disqualify that bidder.
12. MINORITY/WOIyIEN 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 INSTRUCTIONS TO BIDDERS
`� -6-
.r
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.
r
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
.. -7-
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.
+r • 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.
13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal, the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
14. PROGRESS PAYMENTS FINAL PAYMENT PROJECT ACCEPTANCE AND
WARRANTY:
a. The contractor will receive full payment(less 5% retainage)from the city for each pay
.. period.
b. Payment of the retainage will be included with the final payment after acceptance of the
project as being complete.
c. The project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
contractor and the City.
VW 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.
E,
SPECIAL rNSTRUCTIONS TO BIDDERS
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
Metroplex area,runs from May 1,through October 31,with 6:00 a.m. - 10:00 a.m, being
critical because emissions from this time period have enough time to bake in the hot
atmosphere that leads to early afternoon ozone formation.
The Texas Commission on Environmental Quality(TCEQ),in coordination with the
National Weather Service,will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
vim 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
am 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 Sulftir Diesel (ULSDI,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
-9-
includes,without limitation, independent contractors, subcontractors, leasing
.., companies, motor carriers, owner-operators, employees of any such entity, or
employees of any entity which furnishes persons to provide services on the project.
"Services" include,without limitation,providing,hauling,or delivering equipment or
materials, or providing labor,transportation,or other service related to a project.
"Services" does not include activities unrelated to the project, such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements,which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all employees
of the contractor providing services on the project,for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project,the contractor must,prior to the end of the
coverage period,file a new certificate of coverage with the governmental entity
showing that coverage has been extended.
E. The contractor shall obtain from each person providing services on a project, and
provide to the City:
(1) a certificate of coverage,prior to that person beginning work on the project, so
the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage,if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
E. The contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or
personal delivery, within ten days after the contractor knew or should have known, of
any change that materially affects the provision of coverage of any person providing
services on the project.
H. The contractor shall post on each project site a notice, in the text,form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to
provide services on a project,to:
(1) provide coverage,based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
SPECIAL INSTRUCTIONS TO BIDDERS
-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
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
V 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
low 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 further covenants that neither it nor its officers, members, agents or employees
acting on their behalf, shall specify in solicitations or advertisements for employees to
work on those contract a maximum age limit for such employment unless the specified
maximum age limit is based upon a bona fide occupational qualification, retirement plan
or statutory requirement.
Contractor warrants that it will fully comply with the Policy and will defend,indemnify
and hold City harmless against any and all claims or allegations filed by third parties
s against City arising out of Contractor's alleged failure to comply with the Policy in the
performance of this contract.
,. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990("ADA"), Contractor warrants that it will not
unlawfully discriminate on the basis of disability in the provision of services to the
general public,nor in the availability,terms or conditions of employment for applicants
for employment with, or current employees of, Contractor. Contractor warrants that it
will fully comply with the ADA's provisions and any other applicable federal, state, or
.. local laws concerning disability and will defend,indemnify and hold City harmless
against any and all claims or allegations filed by third parties against City arising out of
Contractor's alleged failure to comply with the ADA in the performance of this contract.
T
SPECIAL INSTRUCTIONS TO BIDDERS
�` -12-
END OF SECTION
..
SPECIAL INSTRUCTIONS TO BIDDERS
-13-
s y�
Of
I!4 ` � '� ,�`�}!�•����_�! _ �y•.��w-.i..:I•uh .Iniv.-.:vlw � i":f6T'.1 -
Classifications Hourly Rates 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 Swee er 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 Work 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-Pro elled Scra er $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: CITY OF FORT WORTH
PURCHASING DIVISION
-, 1000 THROCKMORTON ST
FORT WORTH,TEXAS 76102
-' FOR: H.M.A.C.SURFACE OVERLAY(2008-5)
AT VARIOUS LOCATIONS
CITY PROJECT NO.01082
TPW PROJECT NO.C293-541200-207620108283
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 UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 1 2 EA. Sign-Project Designation—Install @
Two Hundred Dollars
& No Cents Per EA. S 200.00 S 400.00
S.P. 2 LUMPSUM Utility Adjustment—Repair @
Six Thousand Dollars
& No Cents Per L.S. S 6,000.00 S 6,000.00
P-1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
104 3 1,000 L.F. Curb&Gutter—Remove&Replace @
502 l all Dollars&
S.P. Cents Per L.F. $ Z440-
502 4 100 L.F. Curb&Gutter-7 Inch w/18 Inch
S.P. Gutter—Install(New)@
'(why 4-*0. � Dollars&
if, Cents Per L.F. $ Z3. Z 3 Ss
104 5 600 S.F. Driveway—Remove&Replace @
504 Td✓ Dollars&
S.P. Cents Per S.F. $ !a.�fo $
104 6 60 S.F. Driveway—6 Inch Exposed
504 Aggregate—Remove&Replace @
S.P. •r d Dollars&
5►r1.,� •G-� Cents Per S.F. $ ,G $ 5'79
104 7 50 S.F. Sidewalk—Remove&Replace @
504 Dollars&
S.P. PAW Cents Per S.F. $ boa
504 8 20 S.F. Sidewalk-4 Ft.Exposed Aggregate—
S.P. Remove&Replace @
-Ta? Dollars&
Cents _et_Cents Per S.F. $ �p,4,a $ zdWA0
504 9 50 S.F. sidewalk-4 Ft.--Install New @
S.P. W1ja1.4 Dollars&
r44P Cents Per S.F. $ S•es $ 460.
104 10 100 S.F. Walk-ADA Wheelchair Ramp—
504 Remove&Replace @
S.P. -t�tf I u J Dollars& $ /Z '
a!0, Cents Per S.F.
504 11 100 S.F. Walk-ADA Wheelchair Ramp--
S.P. Install New @
lndr f/is✓ Dollars& $ /(. o.
mo, Cents Per S.F.
P-2
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
104 12 30 S.Y. Pavement-Valley Gutter--
360 Remove&Replace @
S.P. Ste' Dollars&
✓o Cents Per S.Y. $ G y $
360 13 30 S.Y. Pavement-Valley Gutter Install
S.P. New @L
S4"4t fir" Dollars&
..E Cents Per S.Y. $� $ ��
S.P. 14 l EA. Inlet—Top of 5 Ft Drainage Inlet--
Remove&Replace @
—A k.•PnA Dollars&
.a Cents Per EA. $ $Z!� 2l on
S.P. 15 1 EA. Inlet—Top of 10 Ft Drainage Inlet --
Remove&Replace @
`,.,/w.r-y4o• s-`%ollars& $ 3
r-e Cents Per EA.
402 16 600 L.F. Pipe-Sub Drain-6 Inch Perforated—
500 Install @
620 X$"'a Dollars&
S.P. :%V eov i, .C►r-1 Cents Per L.F. $ q,?K $ osb
275 17 32,500 S.Y. Pavement-8 Inch-Pulverization—
S.P. Rehab @
'fL-god Dollars& $ 3.0 $ l s, 37 S
t'.94n Cents Per S.Y.
275 18 425 TON Pavement-Cement Modification-
S.P. 26 Ibs/sy--Install @ �J
aWa l.~VVb•- l►"+'1 — Dollars& $ /47 r $ Z,41
d-,? Cents Per TON
106 19 50 C.Y. Pavement-Unclassified Street
S.P. Excavation--Remove @
'(k, Dollars& $ Zm ! $
"d Cents Per C.Y.
P-3
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
247 20 50 C.Y. Subgrade-Crushed Limestone
S.P. For Misc.placement—Install @
1'A"'I Dollars&
_Cents Per C.Y. S t�,`'f S
300 21 50 C.Y. Subgrade-Remove&Replace—
310 Replace(Asphalt Base Repair)@
340 SouffDollars&
S.P. /"D Cents Per C.Y. S fib? S q 3
300 22 70 TON Pavement-HMAC Level Up—
340 Install @
S.P. S+-"'"� Dollars&
.vv Cents Per TON S S
S.P. 23 6,600 L.F. Pavement—2 Inch to 0 Inch Wedge
Milling Depth 5.0 Ft
Wide—Install @
9r.4 Dollars&
Ft� 4-1''o Cents Per L.F. S �•`F�' S ?3? Z
S.P. 24 12 EA. Pavement—Butt Joint-Milled—
Install @
�wr, +o i•+"7 `Dollars&
'Woo Cents Per EA. S ?bs $ 3 l bo
S.P. 25 1,000 S.Y. Pavement—2 Inch Surface Milling —
Install @
d�I Dollars&
�J $ op $ /�Cents Per S.Y. f S
S.P. 26 12,000 L.F. Pavement-Crack Sealing—Install
f existingsement @
o�S�� Dollars&
f r,e:b Cents Per L.F.
300 27 57,000 S.Y. Pavement-2 Inch-Surface Course-
310 Type D Mix—Install @
340 tf� Dollars& S Q •�v S
Cents Per S.Y. �_L
S.P.S.P
P-4
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 28 1 EA. Speed Cushion-HMAC Std.Speed
Cushion w/stripping-24 Ft.and 28 Ft.
Wide Street Remove&Replace @
�i.a�' s�►.I •.-m+r" Dollars& 2w
✓� Cents Per EA.
S.P. 29 1 EA. Speed Cushion-HMAC Std.Speed
Cushion w/stripping-36 Ft.and 40 Ft.
E!
Wide Street—Remove&Replace @
'fi''rrLl bof k-01400 4t-Alk7bollars&
AOW Cents Per EA.
450 30 38 EA. Water Valve Box—Adjustment
S.P. (with steel riser)@ ,�.+
Dollars&
ral Cents Per EA. $ ^ $ 6
406 31 1 EA. Water Valve Box—Adjustment
450 (with concrete Collar)@
S.P. fit'"' �` *� "'"'�"1 Dollars& _
.w Cents Per EA. $ Z3o
S.P. 32 1 EA. Water Meter Box—Adjustment @
S•f Dollars& _
A Cents Per EA. $ .31. $ 3(�
406 33 43 EA. Manhole—Adjustment @
450 (with steel riser)@
S.P. Four-Hundred Dollars&
No Cents Per EA. 174 X.S.•
406 34 1 EA. Manhole—Adjustment
450 (with concrete Collar)@�
S.P. t`vwr ..DM *,Oa Dollars&
Cents Per EA. $ 470' $ 47e
S.P. 35 3 EA. Mobilization—Services @
Five Hundred Dollars& $500.00 $1,500.00
No Cents Per EA.
P-5
. 1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
f
■
TOTAL BID $ '
P-6
F
r
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.
E
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.
r
The undersigned agrees to complete all work covered by these contract documents within one
hundred ten 110 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(S ) is to become
i' the property of the City of Fort Worth,Texas,or the attached Bidder's Bond is to be forfeited in the
event the contract and bond are not executed within the time set forth,as liquidated damages for
delay and additional work caused thereby.
The Contractor shall mobilize within ten (10)calendar days of the notice given by the Construction
Engineer for any of the locations. If the contractor fails to begin the work within ten (10) calendar
days,a$200 dollars liquidated damage will be assessed per Block per day.
I (we), acknowledge receipt of the following addenda to the plans and specifications, all of the
provisions and requirements of which have been taken into consideration in preparation of the
.. foregoing bid:
Respectfully submitted,
Addendum No. I (Initials) JLB CONTRACTING, LP
Addendum No.2(Initials)_ Company Name
Addendum No.3(Initials)_ By: i � �— --
y ��Of
Signa ure James tamp re ,p
(Seal) JLB Management,Inc.,Its General Partner
Printed Name of Principal
P.O.BOX 24131
Address:
E-mail Address: '
Date: /0-"—? 2-Z' 7'� Telephone: KA i
P-7
.r
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
L 0 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 pFincipai place of business or corporate offices are in the State of Texas.
Bidder:
- James G.Humphrey,President 01
JLB CONTRACTING, LP
JLB Management,Inc.,Its General Partner
Company By: (Please print)
PDX 24131
Address FORT WORTH,TX 76124 SCE
City State Zip Title(Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
MIWBE REQUIRED DOCUMENTATION RECEIPT
Transportation & Public Works
Official Date: 5 13L) / 0 9 Official Time: 10 : 00C.- �
Bid Date: Aa /1)S
Project Name: L Su tcCe
Project Manager:
Forms Submitted By
Name: lyres�C y
— ,�
Company: L 15 CDrIt rC.{,VL& Lip
Received By: Ce or, 61 Co 01L-
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 X NON-MNWDBE
HMAC Surface Overlay 2008-5 May 22,2008
City's MNVBE Project Goal: Prime's MNVBE Project Utilization: PROJECT NUMBER
C293-541200-207620108283
15% 18.64%
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 1"tier, a payment by a subcontractor to
its supplier is considered 2m 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 M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The MNVBE may lease
trucks from another M/WBE firm, including MNVBE owner-operators, and receive full MNVBE credit. The
MNVBE may lease trucks from non-MNVBEs, including owner-operators, but will only receive credit for the
fees and commissions earned by the MNVBE as outlined in the lease agreement.
ATTACHMENT 1A
.. FORT WORTH 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 MAMBE firms first,use additional sheets if necessary.
Certification N
_ (check one) o
SUBCONTRACTOR/SUPPLIER T ^
Company Name ; N T Detail Detail
Address M W C x M Subcontracting Work Supplies Purchased Dollar Amount
Tel hone/Fax T D B
Telephone/Fax r E E R O B
C T E
A
Zamora Construction 1 X Miscellaneous $39,534
PO Box 10396 Concrete
River Oaks, TX 76114
(817) 875-1162
(877) 864-7780
Sunset Trucking 1 X Raw Materials $46,562
Hauler
Atco Construction, Inc. 1 X Haul HMAC to $49,650
the job
Dustrol 1 X Wedge Milling $12,910
Southern Asphalt 1 X Liquid Asphalt $158,317
Supplier
FORT WORTH ATTACHMENT 1A
w.,
--**� 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
SUBCONTRACTORISUPPLIER T n
Company Name ; N T Detail Detail
C X M Subcontracting Work Supplies Purchased Dollar Amount
Address e M yy
r B B T D
Vy
Telephone/Fax R O B
E E C T E
A
TXI 1 X Raw Aggregate $40,025
Supplier
_ Ricochet Fuel 1 X Fuel $12,191
'FORT WORTH ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 147,937
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 211,252
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 359,189
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
MMf/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
President James G.Humphrey
Title Contact Name/Title(if different)
y JLB Contracting,L.P. (817)261-2991 (817)261-3044
Company Name Telephone arxilor Fax
PO Box 24131
Address E-mail Address
Fort Worth.Texas 76124 May 29,2008
city/stateop Date
Send Log
StatuAtType PrName Date Pa... Company Subject Phone Number/Callerld
Failec Fax S Perkins Construction, Inc. Fri 5/9/2008 7:06 PM 1 Perkins Construction,Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 8172638266
Failec Fax S MCB Concrete Fri 5/9/2008 7:05 PM 1 MCB Concrete HMAC Surface Overlay 2008-4 and 2008-5-re... 19724757435
Failec Fax S Maximum Construction Co.Fri 5/9/2008 7:03 PM 1 Maximum Construction Co.HMAC Surface Overlay 2008-4 and 2008-5-re... 12144675063
Failec Fax S Mares Concrete Fri 5/9/2008 7:02 PM 1 Mares Concrete HMAC Surface Overlay 2008-4 and 2008-5-re... 8179243952
Failec Fax S KDAT Fri 5/9/2008 7:01 PM 1 KDAT HMAC Surface Overlay 2008-4 and 2008-5-re... 19726068781
Failec Fax S H.R. Metals Fri 5/9/2008 7:00 PM 1 H.R.Metals HMAC Surface Overlay 2008-4 and 2008-5-re... 19722742963
Failec Fax S T.J.Concrete Fri 5/9/2008 6:59 PM 1 T.J.Concrete HMAC Surface Overlay 2008-4 and 2008-5-re... 8179022245
Failec Fax S Saucedo Construction Fri 5/9/2008 6:58 PM 1 Saucedo Construction HMAC Surface Overlay 2008-4 and 2008-5-re... 0000000
Comp Fax S Hardscape Specialties Fri 5/9/2008 6:51 PM 1 Hardscape Specialties HMAC Surface Overlay 2008-4 and 2008-5-re... 8176262688
Comp Fax S Zamora Construction Fri 5/9/2008 6:48 PM 1 Zamora Construction HMAC Surface Overlay 2008-4 and 2008-5-re... 18778647780
Failec Fax S Walton Concrete Constru...Fri 5/9/2008 6:48 PM 1 Walton Concrete Constru...HMAC Surface Overlay 2008-4 and 2008-5-re... 12143371433
Comp Fax S Vendigm,LLC Fri 5/9/2008 6:47 PM 1 Vendigm,LLC HMAC Surface Overlay 2008-4 and 2008-5-re... 12147221290
Comp Fax S TC2 Concrete Constructi... Fri 5/9/2008 6:46 PM 1 TC2 Concrete Constructi... HMAC Surface Overlay 2008-4 and 2008-5-re... 8175588569
Comp Fax S Summit General Contract...Fri 5/9/2008 6:43 PM 1 Summit General Contract...HMAC Surface Overlay 2008-4 and 2008-5-re... 8178775507
Comr Fax S SMR Construction, Inc. Fri 5/9/2008 6:42 PM 1 SMR Construction, Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 19722314595
Comp Fax S Santos Construction, Inc. Fri 5/9/2008 6:39 PM 1 Santos Construction,Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 19725722799
Comp Fax S Sanchez Concrete Form... Fri 5/9/2008 6:36 PM 1 Sanchez Concrete Form... HMAC Surface Overlay 2008-4 and 2008-5-re... 19722372715
Comp Fax S S.Y.B. Construction Com...Fri 5/9/2008 6:35 PM 1 S.Y.B.Construction Com...HMAC Surface Overlay 2008-4 and 2008-5-re... 9723991586
Comp Fax S Rey-Mar Construction Co...Fri 5/9/2008 6:33 PM 1 Rey-Mar Construction Co...HMAC Surface Overlay 2008-4 and 2008-5-re... 8175350153
Comp Fax S Rambo Contracting, Inc. Fri 5/9/2008 6:32 PM 1 Rambo Contracting,Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 8174262233
Comp Fax S R.D.Howard,LC Fri 5/9/2008 6:31 PM 1 R.D.Howard,LC HMAC Surface Overlay 2008-4 and 2008-5-re... 8179212078
Comp Fax S PAEE Engineering Comp...Fri 5/9/2008 6:29 PM 1 PAEE Engineering Comp...HMAC Surface Overlay 2008-4 and 2008-5-re... 8174104102
Comp Fax S P&E Contractors, Inc. Fri 5/9/2008 6:28 PM 1 P&E Contractors,Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 19724620286
Comp Fax S Omega Contracting, Inc. Fri 5/9/2008 6:26 PM 1 Omega Contracting,Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 12146890489
Failec Fax S Municipal Development... Fri 5/9/2008 6:26 PM 1 Municipal Development... HMAC Surface Overlay 2008-4 and 2008-5-re... 2149488945
Comp Fax S Mobley-Speed Cement C...Fri 5/9/2008 6:25 PM 1 Mobley-Speed Cement C...HMAC Surface Overlay 2008-4 and 2008-5-re... 12146373273
Comp Fax S Miller Sierra Contractors,... Fri 5/9/2008 6:24 PM 1 Miller Sierra Contractors,... HMAC Surface Overlay 2008-4 and 2008-5-re... 8174618836
Comp Fax S Lee Roy Westbrook Con... Fri 5/9/2008 6:19 PM 1 Lee Roy Westbrook Con... HMAC Surface Overlay 2008-4 and 2008-5-re... 12146349601
Failec Fax S LeBlanc Enterprise, Inc. Fri 5/9/2008 6:18 PM 1 LeBlanc Enterprise, Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 19726427005
Comp Fax S Lake Richardson Constru...Fri 5/9/2008 6:17 PM 1 Lake Richardson Constru...HMAC Surface Overlay 2008-4 and 2008-5-re... 8175317143
Pagel
Send Log
StatuAtType PrName Date Pa... Company Subject Phone Number/Callerld
Comp Fax S L&E Hart Enterprises, Inc.Fri 5/9/2008 6:15 PM 1 L&E Hart Enterprises, Inc.HMAC Surface Overlay 2008-4 and 2008-5-re... 19725177852
Comp Fax S JMC Concrete, Inc. Fri 5/9/2008 6:13 PM 1 JMC Concrete, Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 8172328677
Comp Fax S J.L.Steel, Inc. Fri 5/9/2008 6:11 PM 1 J.L.Steel,Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 8174913831
Comp Fax S J.Guzman Construction,...Fri 5/9/2008 6:10 PM 1 J.Guzman Construction, ...HMAC Surface Overlay 2008-4 and 2008-5-re... 12143093956
Comp Fax S I&H Concrete Cutting,I... Fri 5/9/2008 6:09 PM 1 1&H Concrete Cutting,I... HMAC Surface Overlay 2008-4 and 2008-5-re... 12149482058
Comp Fax S Hayden Capital Corp. Fri 5/9/2008 6:08 PM 1 Hayden Capital Corp. HMAC Surface Overlay 2008-4 and 2008-5-re... 8175612368
Comp Fax S Gar-Tex Construction Co...Fri 5/9/2008 6:05 PM 1 Gar-Tex Construction Co...HMAC Surface Overlay 2008-4 and 2008-5-re... 19722039383
Comp Fax S Falkenberg Construction...Fri 5/9/2008 6:04 PM 1 Falkenberg Construction...HMAC Surface Overlay 2008-4 and 2008-5-re... 12143244667
Comp Fax S F.R.Contractors, Inc. Fri 5/9/2008 6:03 PM 1 F.R.Contractors, Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 8179247127
Comp Fax S F&F Construction Fri 5/9/2008 6:01 PM 1 F&F Construction HMAC Surface Overlay 2008-4 and 2008-5-re... 19728409793
Comp Fax S Estrada Concrete Fri 5/9/2008 4:54 PM 1 Estrada Concrete HMAC Surface Overlay 2008-4 and 2008-5-re... 12143725623
Failec Fax S Escamilla Construction,I... Fri 5/9/2008 4:54 PM 1 Escamilla Construction,I... HMAC Surface Overlay 2008-4 and 2008-5-re... 8173300304
Failec Fax S Engineered Contractors,...Fri 5/9/2008 4:53 PM 1 Engineered Contractors,...HMAC Surface Overlay 2008-4 and 2008-5-re... 8174512406
Comp Fax S Elizondo Construction Fri 5/9/2008 4:52 PM 1 Elizondo Construction HMAC Surface Overlay 2008-4 and 2008-5-re... 8179243548
Comp Fax S E3 Contract Consultants,...Fri 5/9/2008 4:51 PM 1 E3 Contract Consultants,...HMAC Surface Overlay 2008-4 and 2008-5-re... 8173326438
Comp Fax S Dowager Construction, Inc.Fri 5/9/2008 4:48 PM 1 Dowager Construction,Inc.HMAC Surface Overlay 2008-4 and 2008-5-re... 19729312047
Comp Fax S DoveSeven Solutions, Inc. Fri 5/9/2008 4:46 PM 1 DoveSeven Solutions, Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 8174817717
Comp Fax S Cross Country Corporation Fri 5/9/2008 4:44 PM 1 Cross Country Corporation HMAC Surface Overlay 2008-4 and 2008-5-re... 19723552902
Failec Fax S Copeland Concrete Cont... Fri 5/9/2008 4:43 PM 1 Copeland Concrete Cont... HMAC Surface Overlay 2008-4 and 2008-5-re... 12149726741
Failec Fax S Construction Contractors...Fri 5/9/2008 4:40 PM 1 Construction Contractors...HMAC Surface Overlay 2008-4 and 2008-5-re... 0000000
Failec Fax S CGC and Assoc. Fri 5/9/2008 4:39 PM 1 CGC and Assoc. HMAC Surface Overlay 2008-4 and 2008-5-re...
Failec Fax S Construction Labor Servi... Fri 5/9/2008 4:36 PM 1 Construction Labor Servi... HMAC Surface Overlay 2008-4 and 2008-5-re... 12143988193
Comp Fax S Carcon Industries&Con... Fri 5/9/2008 4:32 PM 1 Carcon Industries&Con... HMAC Surface Overlay 2008-4 and 2008-5-re... 12143520608
Comp Fax S Can-Fer Construction Co...Fri 5/9/2008 4:30 PM 1 Can-Fer Construction Co...HMAC Surface Overlay 2008-4 and 2008-5-re... 19724844223
Failec Fax S C Bowman Enterprises, I... Fri 5/9/2008 4:22 PM 1 C Bowman Enterprises, I... HMAC Surface Overlay 2008-4 and 2008-5-re... 8175560295
Comp Fax S BRJ Paving Incorporation Fri 5/9/2008 4:17 PM 1 BRJ Paving Incorporation HMAC Surface Overlay 2008-4 and 2008-5-re... 8174781672
Comp Fax S Azteca Enterprises, Inc. Fri 5/9/2008 4:13 PM 1 Azteca Enterprises, Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 8177385834
Comp Fax S Al Wright&Associates,I... Fri 5/9/2008 4:10 PM 1 Al Wright&Associates,I... HMAC Surface Overlay 2008-4 and 2008-5-re... 12143500839
Comp Fax S A&A Construction Com... Fri 5/9/2008 4:04 PM 1 A&A Construction Corn... HMAC Surface Overlay 2008-4 and 2008-5-re... 8172672887
Failec Fax S Engineered Contractors,...Fri 5/9/2008 2:01 PM 1 Engineered Contractors, ...HMAC Surface Overlay 2008-4 and 2008-5-re... 8174512406
Page 2
Send Log
StatuAtType PrName Date Pa... Company Subject Phone Number/Callerld
Failec Fax S Streeter Group Fri 5/9/2008 1:59 PM 1 Streeter Group HMAC Surface Overlay 2008-4 and 2008-5-re... 19726068759
ComF Fax S I.C.C.Oil and Gas Corpo...Fri 5/9/2008 1:56 PM 1 I.C.C.Oil and Gas Corpo...HMAC Surface Overlay 2008-4 and 2008-5-re... 12147442206
Failec Fax S Ricochet Fuel Distributor... Fri 5/9/2008 1:52 PM 1 Ricochet Fuel Distributor... HMAC Surface Overlay 2008-4 and 2008-5-re... 8172827497
Failec Fax S AGE Refining, Inc. Fri 5/9/2008 1:51 PM 1 AGE Refining, Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 9727333960
Failec Fax S I.C.C.Oil and Gas Corpo...Fri 5/9/2008 1:48 PM 1 I.C.C.Oil and Gas Corpo...HMAC Surface Overlay 2008-4 and 2008-5-re... 2147442206
ComF Fax S Omimex Resources,Inc. Fri 5/9/2008 1:46 PM 1 Omimex Resources, Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 8177358033
Failec Fax S AGE Refining, Inc. Fri 5/9/2008 1:44 PM 1 AGE Refining, Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 19727333960
Comp Fax S Roadrunner Traffic Suppl...Fri 5/9/2008 11:52 AM 1 Roadrunner Traffic Suppl...HMAC Surface Overlay 2008-4 and 2008-5-re... 8172444819
Comp Fax S Cowtown Traffic Control, ...Fri 5/9/2008 11:51 AM 1 Cowtown Traffic Control,...HMAC Surface Overlay 2008-4 and 2008-5-re... 8179262725
ComF Fax S Warrior Group, Inc. Fri 5/9/2008 11:49 AM 1 Warrior Group,Inc. HMAC Surface Overlay 2008-4 and 2008-5-re... 19722289972
ComF Fax S TinMan Enterprise Fri 5/9/2008 11:48 AM 1 TinMan Enterprise HMAC Surface Overlay 2008-4 and 2008-5-re... 8179283044
Failec Fax S Streeter Group Fri 5/9/2008 11:48 AM 1 Streeter Group HMAC Surface Overlay 2008-4 and 2008-5-re... 9726068759
Comr Fax S Rebar Service&Supply... Fri 5/9/200811:46 AM 1 Rebar Service&Supply... HMAC Surface Overlay 2008-4 and 2008-5-re... 8174838418
ComK Fax S Omni Erecting Services,... Fri 5/9/2008 11:45 AM 1 Omni Erecting Services,... HMAC Surface Overlay 2008-4 and 2008-5-re... 19722439555
Comp Fax S Murillo Modular Fri 5/9/2008 11:44 AM 1 Murillo Modular HMAC Surface Overlay 2008-4 and 2008-5-re... 19722456422
Comr Fax S Modular Management Gr...Fri 5/9/2008 11:41 AM 1 Modular Management Gr...HMAC Surface Overlay 2008-4 and 2008-5-re... 8176257450
Comp Fax S JMC Construction,P Fri 5/9/2008 11:40 AM 1 JMC Construction,P HMAC Surface Overlay 2008-4 and 2008-5-re... 19725426430
Failec Fax S Engineered Contractors, ...Fri 5/9/2008 11:40 AM 1 Engineered Contractors,..HMAC Surface Overlay 2008-4 and 2008-5-re... 8174512406
Comr Fax S Communication Technol... Fri 5/9/2008 11:39 AM 1 Communication Technol... HMAC Surface Overlay 2008-4 and 2008-5-re... 19726504297
Page 3
SPECIAL PROVISIONS
FOR: H.M.A.C.SURFACE OVERLAY(2008-5)
AT VARIOUS LOCATIONS
CITY PROEECT NO.01082
TPW PROJECT NO.C293-541200-207620108283
1. SCOPE OF WORK:
The work covered by these details and specifications consists of the removal (only) of all
existing traffic buttons, removal and replacement of existing concrete curb and gutter and
driveways and existing base repair and the addition of a new surface layer of H.M.A.C. for
those streets designated as Mill Overlay (MOL). For those streets designated as Pulverized
Overlay (POL), the work consists of the same removal and replacement items as described
above, surface & base rehabilitation of existing pavement with cement and the addition of a
new surface layer of H.M.A.C. These items are described in the Special Provisions of these
specifications. The work also consists of all other miscellaneous items of construction to be
performed as outlined in the details and specifications which are necessary to satisfactorily
complete the work.
The Contractor shall mobilize within ten (10) working days of the notice given by the
Construction Engineer for any locations. If the contractor fails to begin the work within ten
(10)working 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
SP-1
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.
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
SP-2
shall be charged, as outlined in Part 1,Item 8,Paragraph 8.6, of the "General Provisions" of
the Standard Specification for Street and Storm Drain Construction of the City of Fort Worth,
Texas.
The contract time will be counted from the date set at the pre-construction conference and will
continue until a time the inspector determines the project is ready for a final inspection. At
that time a final inspection will be scheduled. If in the opinion of the inspector the project has
not been made ready, the final inspection will be cancelled and time will continue to be
counted. A five working day period is required for the rescheduling of a final inspection.
.The Contractor also agrees to complete the final punch list within ten (10)working days after
receiving it. If the Contractor fails to complete the work within ten (10) working days, the
counting of the number of days to complete the Contract will resume and liquidated damages
shall be charged, as outlined in Part 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.
SP-3
B. The Construction Engineer and the Director of the Transportation and
Public Works Department will be made aware of the situation.If necessary,
the City Manager's Office and the appropriate city council members may
also be informed.
C. Any notice that may, in the City's sole discretion,is required to be provided
to interested individuals will distributed by the Construction Engineer.
D. Upon receipt of the contractor's response, the appropriate City
departments and directors will be notified.The Construction Engineer will,
if necessary,then forward updated notices to the interested individuals.
E. If the contractor fails to provide an acceptable schedule or fails to perform
satisfactorily a second time prior to the completion of the contract, the
bonding company will be notified appropriately.
6. RIGHT TO ABANDON:
The City reserves the right to abandon, without obligation to the Contractor, any part of the
project, or the entire project, at any time before the Contractor begins any construction work
authorized by the City.
7. CONSTRUCTION SPECIFICATIONS:
This contract and project are governed by the two following published specifications,except as
modified by these Special Provisions:
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 of the Municipal Building, Fort
Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call-
out for the pay item in the Proposal. If not shown, then applicable published specifications in
any of these documents may be followed at the discretion of the Contractor.
SP-4
g, CONTRACT DOCUMENTS:
Bidders shall not separate,detach or remove any po rtion,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.
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 Q817-392-8712 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 817-392-7738),to remove the
SP-5
sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a
temporary sign meeting the requirements of the above referenced manual and such temporary
sign must be installed prior to the removal of the permanent sign. If the temporary sign is not
installed correctly or if it does not meet the required specifications,the permanent sign shall be
left in place until the temporary sign requirements are met. When construction work is
completed to the extent that the permanent sign can be re-installed,the Contractor shall again
contact the Signs and Markings Division to re-install the permanent sign and shall leave his
temporary sign in place until such re-installation is completed.
The Contractor shall limit his work within one continuous lane of traffic at a time to minimize
interruption to the flow of traffic upon the approval of the City Engineer.
Work shall not be performed on certain locations/streets (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) working days prior to beginning construction
activity along each street. The flyer shall be prepared on the Contractor's letterhead and
shall include the following:
o Project name/Contract name
o Project number
o Expected dates of construction
SP-6
o Contractors and project inspector's contact information
A sample notice/flyer is included in the contract documents. The Electronic version of the
notice/flyer can be obtained from the Office of the Transportation and Public Works
Department(817)392-2729
It will be the contractor's responsibility to create and distribute a follow-up notice/flyer
informing residents if for any reason work should stop on a project for more than five (5)
working days after construction begins. The flyer should also include the anticipated date
of when the work will begin again. It will be the contractor's responsibility to re-distribute
a three(3)working day notification/flyer prior to beginning the construction activity.
In addition, all copies of the notice/flyer shall be delivered to the City inspector for his
review prior to distribution.The contractor will not be allowed to begin construction on any
street until the flyer is delivered to all residents of the street.
All work involved with the notice/flyer shall be considered subsidiary to the contract price
and no additional compensation shall be made.
12. PAYMENT:
Payment will be made to the contractor twice a month for work completed during the pay
periods ending on the 15*, and the 30`a day of each month. Checks(less 5% retainage)will be
sent to the contractor within the two(2)week window following each payment period.
Payment of the retainage will be made with the final payment upon acceptance of the project.
See Special Instructions to Bidders Item No. 14 for further requirements.
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
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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.
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 spoiUfill 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
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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:
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:
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(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.
(4) The Contractor is required to make arrangements with the TXU Electric Delivery for
the temporary relocation or raising of high voltage lines at the Contractor's sole cost
and expense.
(5) No person shall work within six feet of a high voltage line without protection having
been taken as outlined in Paragraph(3).
20. RIGHT TO AUDIT:
Contractor agrees that City shall, until the expiration of three:(3) years after final payment
under this contract is made by City, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of Contractor involving
transactions relating to this contract. Contractor agrees that City shall have access during
normal working hours to all necessary Contractor facilities and shall be provided adequate
and appropriate workspace in order to conduct audits in compliance with the provisions of
this section.
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
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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, 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.
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22. SUBSTITUTIONS:
The specifications for materials set out the minimum standard of quality that the City
believes necessary to procure a satisfactory project. No substitutions will be permitted until
the Contractor has received written permission of the Engineer to make a substitution for the
material that has been specified. Where the term "or equal",or"or approved equal'is used,
it is understood that if a material,product,or piece of equipment bearing the name so used is
furnished, it will be approvable, as the particular trade name was used for the purpose of
establishing a standard of quality acceptable to the City. If a product of any other name is
proposed substitutes is procured by the Contractor. Where the term "or equal', or
"approved equal" is not used in the specifications, this does not necessarily exclude
alternative items or material or equipment which may accomplish the intended purpose.
However, the Contractor shall have the full responsibility of providing that the proposed
substitution is, in fact, equal, and the Engineer, as the representative of the City,shall be the
sole judge of the acceptability of substitutions. The provisions of the sub-section as related to
"substitutions"shall be applicable to all sections of these specifications.
23. WATER FOR CONSTRUCTION:
Water for construction will be furnished by the Contractor,at his own expense.
24. SANITARY FACILITIES FOR WORKERS:
The Contractor shall provide all necessary conveniences for the use of workers at the project
site.Specific attention is directed to this equipment.
25. MATERIAL STORAGE:
Material shall not be stored on private property unless the Contractor has obtained written
permission from the property Owner. A copy of the written permit shall be provided to the
assigned inspector prior to utilization of the property.
26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS:
The Contractor shall take adequate measures to protect all existing structures,
improvements and utilities,which may be encountered.
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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.).
29. WORKING DAY:
A working day is defined as a calendar day, not including Saturdays, Sundays, and legal
holidays, in which the weather or other conditions not under the control of the Contractor
permit the performance of the principal unit of work for a period of not less than seven (7)
hours between 7:00 A.M.and 6:00 P.M.,with exceptions as permitted by the Engineer.
30. `GREEN CEMENT'POLICY:
As mandated by Fort Worth City Council Resolution 3536, all cement utilized for this project
shall be procured from a kiln utilizing a dry kiln process or from any kiln that does not produce
an excess of 1.71b of Oxides of Nitrogen (NOx)emissions per ton of clinker produced. In cases
where cement meeting the above requirement is not available, and where cement from a non-
compliant source must be utilized,the contractor shall furnish good faith effort documentation
in form of letters from two North Texas cement manufacturers of`Green Cement' stating that
.no stock of `green' cement available for the contractor at that time. These letters shall be
considered valid for a maximum of one week after which new letters must be submitted to the
Project Inspector if 'green cement' continues to remain unavailable. All related costs for
complying with the`Green Cement Policy' shall be considered subsidiary to the applicable
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project pay items. This policy shall also apply to all cement products including concrete,
cement coated pipes and concrete pipes.
The contractor shall submit the `Green Cement Policy Compliance Statement' at the time of
bid opening of the project. A copy of the Compliance Statement is attached at the end of the
Special Conditions. Failure to comply with the `Green' Cement policy shall be grounds for
rejecting the bid as non-responsive.
31. QUALITY CONTROL TESTING:
(a) The contractor shall furnish, at its own expense, certifications by a private laboratory
for all materials proposed to be used on the project, including a mix design for any
asphalt and/or Portland cement concrete to be used and gradation analysis for sand
and crushed stone to be used along with the name of the pit from which the material
was taken. The contractor shall provide manufacturer's certifications for all
manufactured items to be used in the project and will bear any expense related thereto.
(b) Tests of the design concrete mix shall be made by the contractor's laboratory at least
nine days prior to the placing of concrete using the same aggregate,cement and mortar
which are to be used later in the concrete. The contractor shall provide a certified copy
of the test results to the City.
(c) Quality control testing of in situ material on this project will be performed by the City
at its own expense. Any retesting required as a result of failure of the material to meet
project specifications will be at the expense of the contractor and will be billed at
commercial rates as determined by the City.The failure of the City to make any tests of
materials shall in no way relieve the contractor of its responsibility to furnish materials
and equipment conforming to the requirements of the contract.
(d) Not less than 24 hours notice shall.be provided to the City by the contractor for
operations requiring testing. The contractor shall provide access and trench safety
system (if required) for the site to be tested and any work effort involved is deemed to
be included in the unit price for the item being tested.
(e) The contractor shall provide a copy of the trip ticket for each load of fill material
delivered to the job site. The ticket shall specify the name of the pit supplying the fill
material.
NON-PAY ITEM No. 1 -SPRINKLING FOR DUST CONTROL:
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All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust
Control"shall apply. However, no direct payment will be made for this item and it shall be
considered incidental to this contract.
NON-PAY ITEM NO.2-REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE:
The Contractor shall be responsible for the documentation of all street markings prior to the
removal and disposal of the pavement markings.
All traffic buttons shall be removed from the existing asphalt surface before resurfacing
begins. The contractor shall be responsible for the removal and disposal of all buttons and
markings. Upon completion of the job the City will install new buttons after proper
notification.
The contractor shall also be responsible for all materials, equipment and labor to place
temporary adhesive lane marking tape to control and direct traffic in the same way as they
were prior to start of construction. Any corrective action required on the temporary lane
markings shall be the total responsibility of the Contractor and at no extra cost to the City.
The contractor shall notify the Construction Engineer and T/PW Traffic Services to arrange
for the replacement of the buttons and adhesive lane markers (arrows, etc.). All costs to the
contractor shall be figured as subsidiary to this contract.
NON-PAY ITEM No.3—LOCATION AND EXPOSURE OF MANHOLES AND WATER
VALVES:
The contractor shall be responsible for locating and marking previously exposed manholes,
water valves and any other utility cover in each street of this contract before the resurfacing
process commences for a particular street. The method used to document locations shall be
one in which the covers can be found exactly the first time. Proof of documentation must be
provided to the assigned inspector prior to start of any overlay process.
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.
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It shall be the contractor's responsibility to notify the utility companies that he has
commenced work on the project. As the resurfacing is completed (within same day),the
contractor shall locate the covered manholes and valves and exposed and clean them.
Upon completion of a street the contractor shall notify the utilities of this completion
and indicate the start of the next one in order for the utilities to adjust facilities
accordingly.The following are utility contact persons:
Company Telephone Number Contact Person
SBC—Telephone 817-338-6202 Mr. Gary Tillory
214-384-3732 Cell
TXUElectric Delivery:
Downtown 817-215-6424 Mr. Scott King
Other than Downtown 817-215-6688 Mr. Robert Martinez
Atmos Energy(Gas) 817-215-4366 Mr. John Crane
469-261-2314 Cell
CFW-Street Light 817-392-7738 Mr. James Turner
CFW—Light Signal 817-392-2538 Mr. Frank Brock
817-392-2535 Mr.Monte Wilson
CFW—Pavement Marking 817-392-8101 Mr.Marion Goodspeed
CFW-Storm Drain 817-392-5196 Mr. Rodney Smithey
CFW- Water 817-212-2 699 Mr. Roger Hauser
817-925-2360 Cell
CFW-Sewer 817-212-2 699 Mr. Rick Davis
817-944-8399 Cell
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 seven (7)
working days after completing the laying of proposed H.M.A.C. overlay adjacent to said
facilities.
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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.:
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
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necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be
limited to:
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
• Keeping trash of any kind off of the roadway and residents' property
If it has been determined that the jobsite has not been kept in an orderly condition, the next
estimate payment (and all subsequent payments until completed) of the appropriate bid
item(s)will be reduced by 25%.
The Contractor shall make a final cleanup of each street as soon as the paving and curb and
gutter has been constructed. No more than Seven (7) working days shall elapse after
completion of construction before the roadway and right-of-way is cleaned and restored.
Failure to do so will be cause to stop the contractor from starting work on other streets.
Project time will not be suspended and a $200 charge per day will be made as liquidation
damages.
The Contractor shall make a final cleanup of all parts streets before acceptance of the
project is made. This cleanup shall include removal of all objectionable rocks, pieces of
asphalt or concrete and other construction materials, and in general preparing the site of
the work in an orderly manner and appearance.
NON-PAY ITEM NO.6—CRACK SEALING:
All cracks that develop after completion of the street resurfacing and until the end of the 2-
year warranty period shall be crack sealed with Rubber Asphalt Crack Sealer, as per the
latest edition of the TxDOT Specifications for Construction and Maintenance of Highways,
Streets,and Bridges,Item 300,"Asphalts,Oils,and Emulsions".
The contractor shall be responsible for all materials, equipment and labor to perform a most
accurate job and all costs to the contractor shall be figured subsidiary to this contract.
NON-PAY ITEM NO.7—STORM DRAIN INLET PROTECTION:
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All pulverization and overlay streets with storm drain inlets shall use inlet protection for
sediment control, in accordance with the Standard Specifications for Public Works
Construction-North Central Texas.
The contractor shall be responsible for all materials,equipment and labor to perform a most
accurate job and all costs to the contractor shall be figured subsidiary to this contract.
NON-PAY ITEM NO. 8 - NO PAVING WORK ON SOLID WASTE WEEKLY PICK-UP
DAY
In order to eliminate potential rutting of the pavement from solid waste trucks while paving
operations are underway, the contractor shall schedule construction on all the identified
project streets such that no paving activities are scheduled on the weekly solid waste pick-up
day for each street. The solid waste weekly pick-up day for each project street is identified
on the "STREET BY STREET 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.
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All cost associated with scheduling pavement installation around "solid waste pick-up days"
shall be considered incidental to the project contract amount and no additional
compensation shall be allowed.
NON-PAY ITEM NO.9—AGREEMENT OF QUANTITIES
The streets will be measured and all quantities per street will be documented, a copy of the
measured quantities will be provided to the contractor. If the Contractor in agreement of
the measured quantities, then the Contractor is required to sign it and return it with in ten
(10) working days. If the Contractor is not in agreement, then the Contractor is required
to, within five (5) working days, arrange a field trip with the assigned inspector to show
proof of the difference.
PAY ITEM NO. 1 Sign-Proiect Designation Install:
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.
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PAY ITEM NO.2 Utility Adiustment—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.
PAY ITEM NO.3 Curb&Gutter—Remove&Replace:
This item shall include the removal and replacement of all failed existing curb and gutter in
sections, as designated by the Construction Engineer with same day haul-off of the removed
material to a suitable dumpsite.
For specifications governing this item, see the Green Cement Policy (enclosed), and City
Standard City Specifications,Item No. 104 "Removing Old Concrete",Item No.502 "Concrete
Curb and Gutter", and Drawing Nos. S-S2 through S-SSB. Pay limits for laydown curb and
gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Contractor shall
sawcut the curb and gutter and/or pavement prior to removal.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch in seven(7)days.
Included, and figured subsidiary to this unit price,will be the required sawcut excavation, as
per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the
construction of the curb and gutter. The pay limit will be 9 inch out from the gutter lip. The
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I
street void shall be tilled 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.
Backtill for curb and gutter shall be completed within five (5) working days from the day of
completion of the curb and gutter. If the contractor fails to complete the work within five (5)
working days,a$100 dollar liquidated damage will be assessed per block per day.
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) working days from the
completion of the curb and gutter. If the contractor fails to complete the work within fourteen
(14)working days,a$100 dollar liquidated damage will be assessed per block per day.
The 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 New:
This item shall include the construction of new standard concrete curb and gutter with same
day baul-off of the removed material to a suitable dumpsite.
For specifications governing this item, see the Green Cement Policy (enclosed), and City
Standard City Specifications, Item No.502 "Concrete Curb and Gutter",and Drawing Nos.S-
S2 through S-SSB. Pay limits for laydown curb and gutter are as shown in Drawing No.S-S5
of the Standard Specifications.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch in seven(7)days.
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,
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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 the Green Cement Policy (enclosed), and City
Standard Specifications Item No. 104 "Removing Old Concrete", and Item 504 "Concrete
Sidewalk Driveways",except as herein modified.
All concrete shall be designed to achieve a minimum compressive strength of 3000 pounds
per square inch in seven(7)days.
Contractor shall sawcut existing sidewalk, curb and gutter and pavement prior to wheelchair
ramp removal.
The removal of existing curb and gutter as required for the replacement of existing wheelchair
ramps shall be included in PAY ITEM NO.3 Curb& Gutter—Replace, 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.
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.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 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
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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."
Backfill for wheelchair ramp shall be completed within Five(5)working days from the day of
completion of the curb and gutter. If the contractor fails to complete the work within five (5)
working days,a$100 dollar liquidated damage will be assessed per block per day.
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. 11 Walk-ADA Wheelchair Ramp—Install New:
This item shall include the construction of new standard concrete wheelchair ramps at various
locations as to be determined in field by the Construction Engineer with same day haul-off of
the removed material to a suitable dumpsite.
For specifications governing this item, see the Green Cement Policy (enclosed), and City
Standard Specification Item 504"Concrete Sidewalk Driveways",except as herein modified.
All concrete shall be designed to achieve a minimum compressive strength of 3000 pounds
per square inch in seven (7)days.
Contractor shall sawcut existing sidewalk, curb and gutter and pavement prior to wheelchair
ramp removal.
The removal of existing curb and gutter as required for the construction of new wheelchair
ramps shall be included in PAY ITEM NO.3 Curb& Gutter—Replace, 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.
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.Pay limits for laydown
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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 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."
Backfill for wheelchair ramp shall be completed within Five (5)working days from the day of
completion of the curb and gutter. If the contractor fails to complete the work within five (5)
working days,a$100 dollar liquidated damage will be assessed per block per day.
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. 12 Pavement-Valley Gutter—Remove&Replace:
This item shall include the removal and replacement of existing concrete valley gutters, at
locations to be determined in field by the Construction Engineer with same day haul-off of the
removed material to a suitable dumpsite.
Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley
gutter removal. Sawcutting and removal of existing concrete valley, asphalt pavement,
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concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters
all shall be included in this pay item.
For specifications governing this item, see the Green Cement Policy (enclosed), and City
Standard Specifications, Item No. 104, "Removing Old Concrete" and Item No. 106,
"Unclassified Street Excavation",Drawing No. S-S6 and detail enclosed, TxDOT's "Standard
Specifications for Construction and Maintenance of Highways,Streets,and Bridges"Item Nos.
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 in seven(7)days.Contractor shall work on one-half of Valley Gutter at a time,and
the other half shall be open to traffic. Work shall be completed on each half within seven (7)
working days.
If the contractor fails to complete the work on each half within seven (7)working days,a$100
dollars liquidated damage will be assessed per each half of valley gutter per day.
Measurement for final quantities of valley gutter will be by the square yard of concrete
pavement and the curb and gutter section will be included.
The unit price bid per square yard for Concrete Valley as shown on the proposal will be full
compensation for materials, labor, equipment, tools and incidentals necessary to complete the
work.
PAY ITEM NO. 13 Pavement—Valley Gutter—Install New:
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This item shall include the construction of new concrete valley gutters, at locations to be
determined in field by the Construction Engineer with same day haul-off of the removed
material to a suitable dumpsite.
Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley
gutter removal. Sawcutting and removal of asphalt pavement,concrete base,curb and gutter,
and necessary excavation to install the concrete valley gutters all shall be included in this pay
item.
For specifications governing this item, see the Green Cement Policy (enclosed), and City
Standard Specifications, Item No. 106, "Unclassified Street Excavation", Drawing No. S-S6
and detail enclosed, TxDOT's "Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges" Item Nos. 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 in seven(7)days.Contractor shall work on one-half of Valley Gutter at a time,and
the other half shall be open to traffic. Work shall be completed on each half within seven (7)
working days.
If the contractor fails to complete the work on each half within seven (7)working days,a$100
dollars liquidated damage will be assessed per each half of valley gutter per day.
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.
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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. 14 Inlet—Top of 5 Ft Drainage Inlet—Remove& Replace:
NO. 15 Inlet—Top of 10 Ft Drainage Inlet—Remove& 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,at locations to be determined in field by the Construction
Engineer with same day haul-off of the removed material to a suitable dumpsite.
For specifications governing these items, see the Green Cement Policy (enclosed), and City
Standard Specifications Item No. 450 "Adjusting Manholes and Inlets", as shown in the
Drawing S-S02 and as directed by the construction engineer.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch in seven(7)days.
The unit price per bid per each will be full compensation for all labor, equipment, material,
tools,and all incidentals necessary to complete the work.
PAY-ITEM NO. 16 Pipe-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.
R 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.
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The fabric shall meet the following requirements when sampled and tested in accordance with
the methods indicated:
Test Original Physical Properties Method Requirements
Fabric weight, on an ambient SDHPT Test Method Tex- 4.0 minimum for under
temperature air-dried tension free 616-J"Testing of drains and Slope
sample,expressed in oz/sq.yd. Construction Fibers" Stabilization, 6.0
minimum for Gabions
Revetment
Water flow rate by falling head Tex-6164 80 minimum
method, 7.9 inches (20 cm) to 3.9
inches(10 cm)on
2 inch ID cylinder with 1
inch diameter orifice, with flow rate
expressed in
gal/sq. ft/minute.
Breaking load in either machine or ASTM Designation: D 1682 100 minimum
cross-machine direction, expressed in grab method G as modified
pounds. by Tex--6164
Equivalent opening size (US Standard CW-02215, US Army Corps 70 to 100
sieve no.) of Engineers, Civil Works
Construction Guide
Specification. "Plastic Filter
Fabric",Nov. 1977.
"Apparent elongation" at breaking ASTM Designation: D 1682 100 maximum
load in either machine or cross- grab method G as modified
machine direction, expressed as by Tex-6164
percent.
The "Filter Fabric" shall be installed in accordance with the manufacturer's recommendations,
as indicated or as directed by the Engineer.When lapping is required,it shall be in accordance
with the manufacturer's recommendations. Backfilling around the Filter Fabric shall be done
in such a way as not to damage the Filter Fabric material during the placement.
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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. 17 Pavement-8 Inch-Pulverization—Rehab.:
NO. 18 Pavement-Cement Modification-26 lbs/sy—Install:
Green Cement Policy (enclosed), and all applicable provisions of TxDOT's "Standard
Specifications for Construction and Maintenance of Highways,Streets,and Bridges"Item No.
275 "Cement Treatment(Road Mixed)"(referenced)shall govern the work.
The City of Fort Worth,Texas will perform quality assurance tests and checks on the paving
project materials during construction,to ensure compliance with the specifications.
The sampling and testing of the materials shall be made at the expense of the City. In the
event the sampling and testing does not comply with the specifications, all subsequent testing
of the material,in order to 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.
If the existing pavement has a combination of 10 inches of H.M.A.0 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.
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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 tested for gradation as directed by the Engineer.
Testing will be at a minimum of one test per 300 linear feet per lane.
Portland cement shall be applied to the pulverized material at a rate of 26 pounds per square
yards, 8 inch in depth. The Engineer or his authorized representative will observe the cement
treatment and collect delivery tickets from each transport truck. Cement quantities used will
.be verified,with respect to areas being treated.
Cement shall be applied only to such an area that all the operations can be continuous and
completed,in daylight,within six(6)hours of such application.
The contractor shall blade to grade and compact the pulverized cement treated material to
95% of the maximum density as determined in accordance with TxDOT's Standard
Specifications stated above or as directed by the Engineer in the field.
After the cement treated base has cured for 48 hours, provide machinery (minimum 12 ton
steel wheel vibratory roller)to roll the surface of the cement treated material to induce hairline
cracks"micro-cracks". Amplitude of vibrating will be at the discretion of the Engineer or his
authorized representative. Micro-cracking will be used to reduce shrinkage cracking in the
cement treated material and reduce reflective cracking through the asphalt cement surface
overlay.
Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and
Maintenance of Highways,Streets,and Bridges"Item No.210 "Rolling"(referenced).Operate
roller at walking speed (2 to 3 mph). Generally one (1) to four (4) passes of the roller are
required to create the micro-cracks. One pass is down and back.
The contractor shall then prime and immediately overlay the micro-cracked surface with 2
inch H.M.A.C. surface course. The work shall be in accordance with TxDOT's "Standard
Specifications for Construction and Maintenance of Highways,Streets,and Bridges"Item Nos.
300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt(Method)"(referenced). The 2 inch H.M,A.C.surface will be
paid under PAY-ITEM NO.27-Pavment-2 Inch-Surface Course-Type D Mix—Install.
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If the contractor fails to begin the 2 inch H.M.A.C.surface course work within five(5)working
days,a$200 dollars liquidated damage will be assessed per block per day.
On pulverized and overlay streets that do not have existing curb and gutter, the Contractor
shall finish the parkway with backfill. The backfill shall begin at the edge and elevation of the
new 2 inch H.M.A.C. surface course and extend within the parkway, to existing ground
surface,at the grade of one-fourth (1/4) inch per foot. There should be no voids in the backfill
material,to the satisfaction of the Engineer.
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. 19 Pavement-Unclassified Street Excavation—Remove:
This item will be used if additional excavation is needed that is not covered by PAY ITEM NO.
17 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. 22-Pavement-HMAC Level Up—Install, before placing 2
inch HMAC Type"D"surface course.
For wedge milling, the measurement for estimating the removal and disposal of the existing
brick material shall be a width of 5-feet,a length of curb and gutter and a depth of 3-inches.
For surface milling,the measurement for estimating the removal and disposal of the existing
brick material shall be the surface area and the depth of 3-inches. These measurements
shall be under City standard specifications Item No. 106 " Unclassified Street Excavation ".
All applicable provisions of Item No. 106 "Unclassified Street Excavation" shall apply, work
shall be paid per cubic yard.
SP-35
PAY-ITEM NO.20 Subgrade-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.21 Subgrade-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.
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 ofFort Worth,made in preparation to accept the recycling process.
SP-36
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.22 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.23 Pavement-2 Inch to 0 Inch Wedize Milling Depth 5.0 Ft Wide—Install
1. Description
This item shall consist of milling the existing pavement from the lip of gutter at a depth of
2 inch and transitioning to match the existing pavement (0 inch cut)at a minimum width
of 5 feet. The existing pavement to be milled will either be asphalt, concrete, or brick
pavement. The milled surface shall provide a uniform surface free from gouges, ridges,
oil film, and other imperfections of workmanship and shall have a uniform textured
appearance. In all situations where the existing H.M.A.C. surface contacts the curb face,
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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. 22 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 (MOL) on the street list in the back of this
contract document book,the wedge milling shall begin within fourteen (14)working days
from the completion of the curb and gutter. If the contractor fails to complete the work
within fourteen (14) working days, a $100 dollar liquidated damage will be assessed per
block per day.
The wedge milling operations for this project will be performed in a continuous manner
along both sides of the street.Details of milling locations are at the back of this document.
Contractor is required to begin the overlay,within five(5)working days from the date of
the wedge milling 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
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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.24 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. 23) 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.23-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 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
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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.25 Pavement-2 Inch Surface MillinE =Install:
This item shall consist of milling the existing pavement at a depth of 2 inch. All applicable
provisions of PAY ITEM NO.23 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. 22 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.
The unit price bid per square yard shall be full compensation for all materials,labor,
equipment and incidentals necessary to complete the work.
PAY ITEM NO.26 Pavement-Crack Sealing—Install(of existinggavement):
SP-40
After completion of wedge milling of those streets designated as Mill Overlay (MOL) on the
street list in the back of this contract document book, the Contractor shall seal existing cracks
% 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.27 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. Aimmates:
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:
SP-41
Furnish performance-graded PG 64-22 for H.M.A.C. surface course, level up and
pavement/base repair or replacement.
• Under Item 340.4,Construction,
The City of Fort Worth, Texas will perform quality assurance tests and checks on
the paving project materials during construction, to ensure compliance with the
specifications and approved mixture design.
The sampling and testing of the materials shall be made at the expense of the City. In
the event the sampling and testing does not comply with the specifications, all
subsequent testing of the material,in order to determine if the material is acceptable,
shall be furnished and paid by the contractor,as directed by the Engineer.
Samples will be taken for determination of asphalt content, aggregate gradation,
maximum theoretical specific gravity as determined by the Engineer.
For each hot mix asphalt surface course placed, nuclear gauge in-place density
testing will be performed at each 300-ft station.
For each hot mix asphalt surface course placed, cores will be obtained to determine
in-place density and thickness. The cores will be taken at the maximum interval of
300-ft(to coincide with field density locations).
• Under Item 340.4,Construction,A.Mixture Design:
The contractor shall furnish mixture design of the proposed hot mix asphalt, at or
before the pre-construction meeting. The Contractor shall submit to the Engineer a
mixture design 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 II Specialist and
submitted on TxDOT's software forms.
The Engineer may verify the mixture design at optimum asphalt content.
• Under Item 340.4,Construction,B. Job-Mix Formula Approval:
SP-42
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:
Hot mix will be measured by the square yard of the composite hot mix, which
includes asphalt,aggregate and additives.
■ Under Item 340.6 Payment:
The work performed and materials furnished in accordance with this Item and
measured as provided under "Measurement", will be paid for at the unit price bid
per square yard,for"Dense-Graded Hot Mix Asphalt(Method)".
PAY ITEM NO.28 Speed Cushion-HMAC Std. Speed Cushion w/strippin2-24 Ft.and 28
Ft.Wide Street—Remove&Replace:
PAY ITEM NO. 29 Speed Cushion-HMAC Std. Speed Cushion w/stripping-36 Ft. and 40 Ft.
Wide Street—Remove& Replace:
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
SP-43
The speed cushions shall consist of H.M.A.C. Type D surface course (PG 64-22) with tack
coat (SS-1) and compacted with vibratory hand roller. All applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways,
Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310
"Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)"
(referenced) shall apply. Kraft brown paper—36 inch wide 40-lb paper shall be used to
keep curb&gutter clean.
2. Pavement Markings
Raised Pavement Markings
All materials used shall be pre-approved prior to placement. The brand name and
specifications of the materials shall be included in submittal for approval. The approved
materials must be used throughout the duration of the contract. In the event that
substitute materials need to be used, they must be equal to or exceed the quality of those
currently in use and be approved the Construction Engineer.
All markers shall be 4 inch and be installed with epoxy; bituminous adhesive is not
approved.
A chalk line, chain, or equivalent shall be used during layout to insure that individual
markers are properly aligned. All markers shall be placed uniformly along the line to
achieve a smooth continuous appearance.
Preformed Pavement Markings
All materials used under this agreement shall be pre-approved prior to awarding of the
bid. Materials used shall meet TXDOT specifications Item 666 Type II. The approved
materials must be used throughout the duration of the bid. In the event that substitute
materials need to 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.
SP-44
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
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.
SP-45
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.30 Water Valve Box—Adiustment(with steel manhole riser):
This item shall include adjusting the tops of existing water valve with steel riser manufactured
by American Highway Products or approved equal by the construction engineer to match
proposed grade,steel water valve riser shall be placed at the time of paving.
Specifications and details of steel water valve riser(included at the end of this document),and
Standard Specification Item No. 450 "Adjusting Manholes, shall apply except as herein
modified.
Contractor will be responsible for adjusting water valve boxes to match new pavement grade,
the water valves themselves will be adjusted by City of Fort Worth Water Department forces.
Prior to beginning of work,the Contractor shall make an inventory of the condition of existing
water valve boxes. The Engineer will field verify this inventory and provide the Contractor
replacements for broken valve boxes. The contractor shall replace the valve boxes, which are
damaged during construction at no cost to the City. Failure of the contractor to perform this
inventory will place the total burden of replacement of any broken valve box on the contractor.
The unit price bid per each will be full compensation for all labor,materials,equipment,tools,
and incidentals necessary to complete the work.
PAY ITEM NO.31 Water Valve Box—Adiustment(with concrete collar):
This item shall include adjusting the tops of existing water valve with concrete collar to match
proposed grade as shown on the detail at the back of this document or as directed by the
Engineer.
The concrete collar will be used only in case of steel ria riser CAN NOT be used as determined
by the engineer.
Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for
Structures"shall apply except as herein modified.
SP-46
Contractor will be responsible for adjusting water valve boxes to match new pavement grade,
the water valves themselves will be adjusted by City of Fort Worth Water Department forces.
Prior to beginning of work,the Contractor shall make an inventory of the condition of existing
water valve boxes. The Engineer will field verify this inventory and provide the Contractor
replacements for broken valve boxes. The contractor shall replace the valve boxes, which are
damaged during construction at no cost to the City. Failure of the contractor to perform this
inventory will place the total burden of replacement of any broken valve box on the contractor.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch in seven (7) days. Work shall be completed within five (5) working days after
completing the laying of proposed H.M.A.C.,and street shall be open to traffic within seven(7)
working days.
If the contractor fails to complete the work and within seven (7) working days, a $100 dollar
liquidated damage will be assessed per each water valve box per day.
The pre bid unit price per each will be full compensation for all labor, materials, equipment,
tools,and incidentals necessary to complete the work.
PAY ITEM NO.32 Water 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(with Steel Riser):
This item shall include adjusting the tops of existing manhole with steel riser manufactured by
American Highway Products or approved equal by the construction engineer to match
proposed grade,the steel manhole riser shall be placed at the time of paving.
SP-47
Specifications and details of steel manhole riser (included at the end of this document), and
Standard Specification Item No. 450 i°Adjusting Manholes, shall apply except as herein
modified.
Prior to beginning of work,the Contractor shall make an inventory of the condition of existing
manholes. The Engineer will field verify this inventory and 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.
Should the contractor identify any utility manholes other than those owned by the City of Fort
Worth, TX, the contactor is encouraged to contact the owner and arrange the adjustment of
the manhole cover. Payment for the work will be made by the individual Franchise Utility
Company. The contractor is not entitled to any additional compensation or renegotiation
with the City associated with the construction of this work.
The unit price bid per each will be full compensation for all labor,materials,equipment,tools,
and incidentals necessary to complete the work.
PAY ITEM NO. 34 Manhole—Adiustment(with concrete collar):
k This item shall include adjusting the tops of existing manhole with concrete collar to match
proposed grade as shown on the detail at the back of this document or as directed by the
Engineer.
The concrete collar will be used only in case of steel ria riser CAN NOT be used as determined
by the engineer.
Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for
Structures"shall apply except as herein modified.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch in seven (7) days.Work shall be completed and street open to traffic within seven
(7)working days.
SP-48
If the contractor fails to complete the work within seven (7) working days, a $100 dollars
liquidated damage will be assessed per each manhole per day.
Prior to beginning of work,the Contractor shall make an inventory of the condition of existing
manholes. The Engineer will field verify this inventory and provide the Contractor
replacements for broken manhole covers. The contractor shall replace the manhole covers
which are damaged during construction at no cost to the City. Failure of the contractor to
perform this inventory will place the total burden of replacement of any broken frame and
cover on the contractor.
Included as part of this pay item shall be the application of a cold-applied preformed flexible
butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete
manhole sections,as per current City Water Department Special Conditions.
Should the contractor identify any utility manholes other than those owned by the City of Fort
Worth, TX, the contactor is encouraged to contact the owner and arrange the adjustment of
the manhole cover. Payment for the work will be made by the individual Franchise Utility
Company. The contractor is not entitled to any additional compensation or renegotiation
with the City associated with the construction of this work.
The unit price bid per each will be full compensation for all labor,materials,equipment,tools,
and incidentals necessary to complete the work.
PAY-ITEM NO.35 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-49
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 3.0d0 psi at 28 days; unless shown otherwise in the confiact
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
tie bars or single-piece tie bars as shown on the plans:Provide multiple-piece tie
bars composed of 2 pieces of deformed reinforcing steel with a coupling capable
of developing a minimum tensile strength of 126% of the design yield strength of
the deformed steel when tensile-tested in•the assembled configuratign. PrWde a
minimum length of 33 diameters of the deformed steel in each piece.
C. Curirig'Materials. Provide Type 2 membrane curing compound conforming to
DMS-4650, "Portland Cement Concrete Curing Materials and Evaporation
Retardants."
D. Epoxy. Provide Type Ill epoxy in accordance with DMS-6100,"Epoxies and
Adhesives,"for installing all drilled-in reinforcing steel.
E. Evaporation Retardant.Provide evaporation retardant conforming to DMS-4650,
"Portland Cement Concrete Curing Materials and Evaporation Retardants."
F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint-sealant materials and
frllers'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 Fiilers."
300.3. Equipment. Furnish and maintain all equipment in good working condition. Use
measuring, mixing, and delivery equipment conforming fo the requirements of Item 421,
"Portland Cement Concrete."Obtain approval for other equipment used. '
C P—�
A. PIacing, 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 fine and grade. Provide an approved automatic grade
control system on slip-forming equipment. Provide approved mechanically operated
finishing floats capable of producing a uniformly smooth pavement surface. Provide
equipment capable of providing a fine, light water fog 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,
of 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."G. 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 and'Width of
the carpet to accommodate specific applications. Use an artificial grass-type
carpet having a molded polyethylene pile face with a blade length of 5/8 in:to
1 in:, a minimum weight of 70 oz. per square yard, and a strong, durable, rot-
resistant backing material bonded to the facing.
2. Tining Equipment. Provide a self-propelled transverse metal tine device
equipped with 4-1n.to 6-1n. steel tines and with cross-section approximately
1/32 in,thick by 1/12 in.wide, spaced at 1 in., center-to-center. Hand-operated
thing equipment that produces an equivalent texture may be used only on small
or.irregulady shaped areas or,when permitted, in emergencies due to equipment
breakdown.
CIL
It. 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-line to maintain
thickness over minor subgrade or base high spots while maintaining clearances and
drainage. Maintain subgrade or base in a smooth, clean, compacted condition in
conformity*with the required section and established grade until the pavement concrete
is'placed. Keep subgrade or base damp with water sufficiently in advance of placing
pavement concrete.Adequately light the active work areas for all nighttime operations,if
required.
A. Reinforcing Steel and Joint Assemblies.Accurately place and secure in'position
all reinforcing steel as shown on the plans. Place dowels at mid-depth of the
pavement slab, parallel to the surface. Place dowels for transverse contraction joints
parallel to the pavement edge.Tolerances for location and alignment of dowels will
be shown on the plans. Stagger the longitudinal reinforcement splices to avoid
having more than 1/3 of the splices within a 2-ft, longitudinal length of each lane of
the pavement. Use multiple-piece tie bars or drill and epoxy grout tie bars at ,
longitudinal construction joints.
1. Manual Placement Secure reinforcing bars at alternate intersections with wire
ties or locking support chairs.Tie all splices with wire.
2.. Mechanical Placement If mechanical 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 seat 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.
CP-3
2. Curb Joints. Provide joints in the curb of the same type and location as the
adjacent pavement. Use expansion joint material of the same thickness,type,
and quality required for the pavement and of the section shown for the curb.-
Extend expansion joints through the curb. Construct curb joints at all transverse
pavement Joints. For.non-monolithic curbs, place reinforcing steel irito the 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 preverit
relative displacement.
Set side forms far enough iin 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 payerhent thickness.
Promptly repair the form trench after use. Use flexible or curved wood or metal forms
for curves of 1004 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 withiri 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 wafer.
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�ear
as possible to its final location, and minimize segregation and rehandling.Where
hand spreading is necessary, distribute concrete using shovels. Do not use rakes or
vibrators to distribute concrete.
1. Pavement. Consolidate all concrete by approved mechanical vibrators operated
on the front of the paving equipment. Use immersion type vibrators that
simultaneously consolidate the full width of the placement when machine .
finishing. Keep.vibrators from dislodging reinforcement. Use hand-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 95°F at the
time of discharge, except that concrete may be used if it was already in transit
when the temperature was found to exceed the allowable maximum.Take
_ immediate corrective action or cease concrete production when the concrete
temperature exceeds 95°F.
Do not place concrete when the.ambient temperature in the shade is below 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 concrete to the required section
And grade without surface voids. Use float equipment for final finishing. Use concrete
wvM 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. end 15-ft.
straightedges bn the plastic concrete to ensure that the final surface is'wjthin the
tolerances specified in the contract documents. Check with the straightedge
parallel to the centedine.
2. Maintenance 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 curing
system is applied. Do not use evaporation retardant as a finishing aid.
• r
3. Surface Texturing. Perform'surface texturing using a combination of a carpet
drag and metal Lining, 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
3/16 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.
is
5. Emergency Procedures. Use hated-operated equipment for applying tsxtuse,
evaporation retardant,and cure in the event of equipment breakdown.
0. Curing. Keep the concrete pavement surface from drying by water fogging until the
curing material has been applied.Maintain and promptly repair damage to curing
materials on exposed surfaces of concrete pavement continuously fbr at least 3
curing days.A curing d4 is deffned as a 24-hr. period when either the temperature
taken in the shade away from artificial heat is above SWF for of kmst 19 hr.or when
the surface temperature of the concmW Is maintained above 40*F for 24 hr.Curing
begins when ft c oncwta curinng system has been applied. Stop concretes paying if
curing compound is not being appffed promptiy and maintained adequately.tither
metitods of curing in accordance with Item 420. `Concrete Structures,'may be used
'whim specMed or approved. -
1. Membrane Curing.After texhnring and immediately after the free surface
moisture has disappeared, spray the c onamte surface uniformly with 2 coats of
membrane curing compound at an individuai application rate of not more than
180 sq.1 per gallom Apply ft lust cost within 10 rain. after completing texturing
operations.Apply the second coat within 30 min.after completing textu ng
operations.
Before and during application,maintain curing compounds in a uniformly agitated .
conMon,free of settlement the not thin or dilute the curing compound. -
Where the coating shows discontinuities or other defects or if rain Malts on the .
newly dated surface before the film has dried enough to resist damage,apply -
additional compound at the same rate of coverage to correct the damage. Ensure
_ that the curing compound coats the sides of the tiring grooves.
H. Sawing Joints,Steer joints to the depth shown on the phins as soon as sawing can
be accompliishad without damage to the pavement regardless of 6rrie of day or
Weather conditions. Some minor raveling of the saw cut is acceptable Use a chalk
line,string kw,sawing template, or other approved method to provide a true joint
• alignmeaL Provide enough saws to match the paving production rate to ensure -
sawing cvrnpte6on at the earliest possible time to avoid uncont olle:d craeldng:
Reduce paring production if necessary to ensure timely sawing of jdrMs. Promptly
restore membrane cure damaged within the fkst 72 Im of curing.
1. Piatectton of Pavement and Opening to Traffic.Testing for early opening is the
tesponsi'bili y of the Contractor regardless ofJob-control testing responsibilities
unless otherwise shown in the plans or directed. Testing result interpretation for
c> ning to traffic is subject to the approval of the Engineer.
1. ProtacHon of Pavement Enact and maintain barricades and other stdndard and
approved devices that will exclude all vehicles and equipment f'r+om the newly
placed pavement for the periods specified. Before opening to traffic,prot6d the
pavementfrpm damage due to crossings using approved methods. MairWn an
adequate supply of sheeting or other matedal to cover and protect fresh concmte
surface from weather damage.Apply as needed to pratect the pavement surface
from weather.
2 Opening Pavement to Traffic. Before opening to traMc, clean pramment,place
stable material agafnst the pavement edges, seal1oints, and perform all other
traffic safety related work
CP40 .
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 2008-5 At Various Locations
and City of Fort Worth Project No. C293-541200-207620108283.
CONTRACTOR:
JLB CONTRACTING,LP
By:
Name: Jim G.Mousy,Presm 01
Title: JL8 M90908K kr.,b GSWO POW
Date: q--oy
STATE OF TEXAS §
§
COUNTY OF TARRANT §
Before me, the undersigned authority, on this day personally appeared
known to me to be the person whose name is subscribed to the foregoing instrument,
and acknowledged to me that JLg C tp I —Loame as the act and deed of
uffl
for the purposes and consideration therein expressed and in the capacity therein stated.
Given Under My Hand and Seal of Office this /t :day of Aya&r5% , 20_
No ary Public in and for _..? State of
Texas
E0LF', A CL1:'yA"'T
P:�i.E 0 FUCLI:.
STATE OF TCXAG
.
My Corm.ExFirc3 C�•t�2009
F
CERTIFICATE OF INSURANCE
STANDARD FORM BY INSURER
k
l
L
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
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
I _F
ACORDM CERTIFICATE OF LIABILITY INSURANCE 08/13/2 s'
PRODUCER (817)457-6700 FAX (817)457-7246 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
THE SWEENEY COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
1121 E. Loop 820 South HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR
P ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
P 0 Box 8720
Fort Worth, TX 76124-0720 INSURERS AFFORDING COVERAGE NAIC#
INSURED JLB Contracting, LP INSURERA: Bituminous Casualty Corp
P 0 Box 24131 INSURERB: Am Guarantee & Liability(Cas Mkt
Fort Worth Tx 76124 INSURERC:
INSURER D:
INSURER E:
t"COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
Umj POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
)NSR ADD- TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
NSRDATE IMM/DD/YY)
GENERAL LIABILITY CLP 3 246 311 09/30/2007 09/30/2008 EACH OCCURRENCE $ 1,000,000
X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEPREMISES(Ea D $ 100,00(
CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,00(
7A X XCU PERSONAL&ADV INJURY $ 1,000,00(
X I CONTRACTUAL GENERAL AGGREGATE $ 2,000,00(
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00(
POLICY X PROECT LOC
J
AUTOMOBILE LIABILITY CAP 3 516 302 09/30/2007 09/30/2008 COMBINED SINGLE LIMIT
(Ea accident) $
X ANY AUTO 1,000,000
X ALL OWNED AUTOS
BODILY INJURY $
A X SCHEDULED AUTOS (Per person)
X HIRED AUTOS
BODILY INJURY $
X NON-OWNED AUTOS (Per accident)
PROPERTY DAMAGE $
(Per accident)
4 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $
ANY AUTO OTHER THAN EA ACC $
1 H AUTO ONLY: AGG $
EXCESS/UMBRELLA LIABILITY AUC-93 76460-04 09/30/2007 09/30/2008 EACH OCCURRENCE $ 3,000,000
X OCCUR CLAIMS MADE UMBRELLA AGGREGATE $ 3,000,000
B $
DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND WC 3 516 303 09/30/2007 09/30/2008 X I WC STATU- OTH-
EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 1,000,000
A ANY PRO PRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000
If yes,describe under
SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
IMAC SURFACE OVERLAY (2008-5) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TEXAS, CITY PROJECT
101082. CERT HOLDER NAMED ADLN INSURED EXCEPT ON WORKERS COMP WITH GENL LIAB BEING PRIMARY &
ON-CONTRIBUTORY WITH WAIVER OF SUBROGATION ON ALL POLICIES AS REQUIRED BY WRITTEN CONTRACT. 30 DAY
ANC NOTICE AMENDED TO 10 DAY FOR NON-PAY OF PREMIUM.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL
30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
7 CITY OF FORT WORTH BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
1000 THROCKMORTON ST Y KIND UPON THE INSURER,ITS AENTS OR REPRESENTATIVES.
FT WORTH, TX 76102 AU H IZED RE RESENTATIVE
ACORD 25(2001/08) @ACI CORPORATION 1988
IMPORTANT r
If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may
require an endorsement.A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER r
The Certificate of Insurance on the reverse side of this form does not constitute a contract between T
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon.
r
r
r
Y
r
ACORD 25(2001/08)
Bond# 54574
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 and existing 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 Seven Hundred Ninety Three
Thousand, Seven Hundred Forty Two Dollars and No Cents Dollars ($793,742.00)
for the payment of which sum well 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 5th day of August , 2008, a copy of which is attached
hereto and made a part hereof for all purposes, for the construction of: HMAC
SURFACE OVERLAY 2008-5 AT VARIOUS LOCATIONS-C293-541200-
207620108283.
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 stature, to the same extent as if it
were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal
and the Surety have executed this instrument.
SIGNED and SEALED this 5th day of August , 2008.
JLB CONTRACTING, LP
PRINCIPAL
ATTES By:
Name: James G. Humphrey
rin ipal) Secretary
Title: President
Linda Oliphant,Secretary of
(S E A L) AS Managerm t,Inc.,its C*neral Partner Address: P.O. Box 24131
Fort Worth, Texas 76124
/Nwu,�
Witne s s to rinicipal
Westfield Insuzaince Company
SU
ATTEST: By:
Name: K le . Sweene
S-ecretary Attorney in Fact
%,i�I, A L� Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Wit'ass as to rety Jennifer R. Borock Telephone Number: 972-516-2600
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
Bond# 54574
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
•4 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 State 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 Seven Hundred
Ninety Three Thousand, Seven Hundred Forty Two Dollars and No Cents Dollars
($793,742.00) for the payment whereof, the said Principal and Surety bind themselves
and their heirs, executors, administrators, successors and assigns, jointly and severally,
firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the
Obligee dated the 5th day of August , 2008, 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 2008-5 AT VARIOUS LOCATIONS-
C293-541200-207620108283.
NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if
the said Principal shall faithfully make payment to each and every claimant (as defined
in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in
the prosecution of the work under the contract, then this obligation shall be void;
otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of
the Texas Government Code, as amended, and all liabilities on this bond shall be
determined in accordance with the provisions of such stature, to the same extent as if it
were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal
and the Surety have executed this instrument.
SIGNED and SEALED this 5th day of August , 2008.
JLB CONTRACTING, LP
PRINCIPAL
ATTEST By: �,,,,,,✓ .�./
Name: James G. Humphrey
P 'nci !) Secretary
Linda Oliphant,Secretary ofup Title: President
(S E A L) 18 Management,Inc.,its General Partner Address: P.O. Box 24131
Fort Worth, Texas 76124
+ss PrinicApal
Westfield Insurance Company
SU Y
ATTEST: By:
Nam V- K vI . Sw nev
Secretary Attorney in Fact
Address: 555 Republic Drive, Suite 450
= = Plano, Texas 75074
Wjtn ss-as to rety Jennifer R. Borock Telephone Number: 972-516-2600
Q
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
•+ (3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
Bond# 54574
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL BY THESE PRESENTS:
That JLB Contracting, 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 Seven Hundred Ninety Three Thousand, Seven Hundred Forty Two Dollars and No Cents
Dollars ($793,742.00), lawful money of the United States, for payment of which sum well and truly be made
unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs,
executors, administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth,
dated the a of August , 2008, a copy of which is hereto attached and made a part hereof, for the
performance of the following described public improvements: HIVIAC SURFACE OVERLAY 2008-5 AT
VARIOUS LOCATIONS the same being referred to herein and in said contract as the Work and being
designated as project number(s) C293-541200-207620108283 and said contract, including all of the
specifications, conditions, addenda, change orders and written instruments referred to therein as Contract
Documents being incorporated herein and being made a part hereof; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so contract the work
that it will remain in good repair and condition for and 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.
r 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# 54574
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 5t' day of August 2008.
JLB CONTRACTING, LP
PRINCIPAL
ATTE T- By:
Name: James G. Humphrey
( rinci 1) Secretary
Linda 010MK$may d Title: President
(S E A L) Address: P.O. Box 24131
.. Fort Worth, Texas 76124
+Witnsrinicipal
Westfi Id Insurance Company
SUR
ATTEST: By:
Name:Vyle W. eene
Secretary Attorney in Fact
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Wilms s as to Sur ty Jennifer R. Borock Telephone Number: 972-516-2600
NOTE. (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of Power of Attorney
shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
IMPORTANT NOTICE
t
�- To obtain information or make a complaint:
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance at:
P.O. Box 149104
Austin, Texas 78714-9104
Fax # (512) 475-1771
PREMIUM OR CLAIM DISPUTES
The address of the surety company making this bond to which any notice of
claim should be sent may be obtained by calling the Texas Department of
Insurance at the above number.
Should you have a dispute concerning your premium or about a claim, you
should contact the agent or the company first. If the dispute is not resolved, you
may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND
This notice is for information only and does not become a part or condition of the
attached document. This notice is given to comply with Section 2253.048, Texas
Government Code and Section 53.202, Texas Property Code effective September
1, 2001.
General POWER NO. 4220052 06
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 Attorney(s)-i n-Fact,with full power and authority hereby conferred in its name,
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 Attorney(s)-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
`R 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 8,2000).
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 .
Corporate , w.•,•w.», . ,•nWu..uq..,�, „«•nu„q
r' GIVRd,y'' �tONAk s. �11SU �� WESTFIELD INSURANCE COMPANY
Seals Q� ,..••••..,CF%•{ • .........NSG% 4*% WESTFIELD NATIONAL INSURANCE COMPANY
Affixed 3 Vv; ,eY tip O: P •'•CE`�?
�• :�;6MAf1TEgEC��3 OHIO FARMERS INSURANCE COMPANY
?N rSEA7.A,A J).J :N SEl-].li :m: i4,
State of Ohio �'' *,.. By:
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 `�N,...N.N...,,,,
Seal o`` a\A L '
Affixed ,�P; "11/ .S� ILL
o:��� �j'•.9's
William J. Kahelin,A rney at Law, Notary Public
State of Ohio S 1p My Commission Does Not Expire(Sec. 147.03 Ohio Revised Code)
County of Medina ss.. y
TE of
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. h
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio,--tl-4�. ' ---.day of
A.D.,
AugustF, w 2008 NYR , •. OAC
••
; ........ �41rO� ,•
N' SE. 'LL SEAL ea
3c3
?y: ?Sfj:, 1®48 ,:�_XE
Frank A. Carr
ind, Secrets
BPOAC2(combined) (06-02)
CITY OF FORT WORTH, TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TARRANT
This agreement made and entered into this the 51' day of August , 2008
�, 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, L.P.. HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be
made and performed by the Owner, and under the conditions expressed in the bond bearing even date
herewith, the said Contractor hereby agrees with the said Owner to commence and complete the
construction of certain improvements described as follows:
r' HMAC SURFACE OVERLAY 2008-5 AT VARIOUS LOCATIONS
Designated as project number: C293-541200-207620108283
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Transportation
and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort
Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part
of this contract the same as if written herein.
3.
The Contractor hereby agrees and binds himself to commence the construction of said work
within ten (10) days after being notified in writing to do so by the Transportation and Public Works
Department 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 Transportation and Public Works Department of the City of Fort Worth and the City Council of the
City of Fort Worth within a period of 110 working days.
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in the
General Conditions, there shall be deducted from any monies due or which may thereafter become due
him, the sum of $315 per calendar day, not as a penalty but as liquidated damages, the
Contractor and his Surety shall be liable to the Owner for such deficiency.
4 i
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
_ Specifications, and Contract Documents, then the Owner shall have the right to either demand the
surety to take over the work and complete the same in accordance with the Contract Documents or to
take charge of and complete the work in such a manner as it may deem proper, and if, in the
completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said
Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on
demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said
excess cost.
6.
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and
agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants
and employees, from and against any and all claims or suits for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to be
performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or
invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the
.. negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor
likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and
all injuries to Owner's officers, servants and employees and any damage, loss or destruction to
property of the Owner arising from the performance of any of the terms and conditions of this
C-2
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
3 shall be a surety company duly and legally authorized to do business in the State of Texas, and
acceptable to the City Council of the City of Fort Worth.
8.
Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid
work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted
by the successful bidder hereto attached and made a part hereof. Payment will be made in by-weekly
•- installments upon actual work completed by contractor and accepted by the Owner and receipt of
invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates
N/A shall be
SEVEN HUNDRED NINETY THREE THOUSAND, SEVEN HUNDRED FORTY TWO DOLLARS
AND NO CENTS.
$793,742.00
9.
C-3
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Transportation and Public Works Department.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto
and made a part hereof the same as if it were copies verbatim herein.
11.
The Contractor shall procure and shall maintain during the life of this contract insurance as
specified in paragraph 8 of Special Instruction to Bidders of this contract documents.
12.
It is mutually agreed and understood that this agreement is made and entered into by the parties
-- hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Contract, and the
Contractor agrees to fully comply with all the provisions of the same.
IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 6
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the
corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through
its duly authorized officers in Six 6 counterparts with its corporate seal attached.
C-4
Done in Fort Worth, Texas, this the 5T" day of August , 2008
an .
APPROVAL: CITY OF FORT WORTH
DIRECTO NSPORTATION AND ASSISTANT CITY MANAGER
PUBLIC W DEPARTMENT
contract A-thorization
%�5IQ)18
JLB CONTRACTINuo Lp ')ate
ATTEST:
(Contractor)
Arh CITY SECRETA
(SEAL)
BY:
Ll (Representative)
James G.Humphrey,President of
�. y- Z-// APPROVP AS TO F
(Address) LEGA
Folzr kne,171, Z X -7L y
(City/State/Zip) ASSIST qfTY ATTORNEY
V---
OFFICIAL RECORD
CITY SECRETARY
Revised June 2008 FT.WORTH,TX
a�
car
GREEN CEMENT POLICY COMPLIANCE STATEMENT
(To be furnished by the Contractor to the City at the time of bid opening)
(Submit separate forms for each supplier/retailer)
This goes to certify that the cement used for this project meets the
following criteria:
The cement was manufactured in a kiln utilizing the dry process
(list source below) that met the emission standard of 1 .71b or
less of NOx /ton of clinker released into the atmosphere.
❑ The cement meets ASTM C-150 requirements
Source of Cement:
Name of Concrete Supplier —
Name of Plant (Kiln) & Address 1 / 1 x L/1'T/J 1 V� 7 X
Name of Manufacturer ]rx G
CONTRACTOR SUPPLIER
Narft Name c
,James G.Humphrey,President ofTitle its
Title
JLB CONTRACTING,LP -T
Company Company
S/ 7,2
Phone Number Phone Number
Project Name:
City Project Number:
Street Maintenance Work Notice
As a part of the City of Fort Worth's street Maintenance Program,
has been contracted to repair your street. During the maintenance work, there will be a
brief time that you may not have access to your residence or business. On the day
specified below, vehicles can not be parked on the street. Also, please turn off your
sprinkler adjacent to the street.
If you have any questions or concerns, please contact contractor
at
If we are not able to resolve your concerns to your satisfaction, you may contact City of
Fort Worth Inspector at Monday—Friday
between 7:30 AM and 4:30 PM
After 4:30 PM and on weekends, call (817)392-8100
Expected Construction dates
Block Limits Street Name Project Limits (Weather Permitting)
1100-1200 Brown street Yates Ave to Keller Springs Pkwy From 5/5/08 to 5/29/08
Nombre del proyecto:
Numero del proyecto:
Notificacion del 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. Tambi6n, por favor apague su
sistema de regar el cesped cerca de la calle.
Si tiene alguna pregunta o preocupacibn, por favor llame al contratista al
Si no resuelve su preocupacion a su satisfaccion, puede tambien llamar a la Oficina de
inspeccidn de la Ciudad de Fort Worth al , de lunes a viernes
entre las 7:30 AM y 4:30 PM
Despues de las 4:30 PM o en los fines de semana llame al (817) 392-8100
Limites Nombre limites Fechas de construccion
de la cuadra de la Calle de proyecto permitiendo el estado de tiempo
1100-1200 Brown Street Yates Ave a Keller Springs Pkwy de 5/5/08 a 5/29/08
s
PROJECT DESIGNATION SIGN
4 , _ 01 , 7
AL 11/4"
FORT WORT Ha-� PMS 288
111/4"
PMS 167
311
YISTREET MAINTENA CE
3" PROGRAM
O311
�- 1'/2�-.�_ Contractor:
2��2�� Contractor's Name , 11
1'/2'1 TELEPHONE NUMBER /2
16�/2'`
FORT WORTH IN LOGO-
CHELTINGHAM BOLD
ALL OTHER LETTERING IN ARIAL BOLD
LOGO COLORS-
FORT WORTH - PMS 288
LONGHORN LOGO- PMS 167
+.r
Manhole Riser
3/8"Dia. Hole
With 302 Stainless
Steel Roll Pin
Cross Section view
�— 10 or 12 gage G90 galvanized steel
1
0
asphalt overlay
4
�— 3/4"thick riser bar
Expanding Linkage
- �2 1/ " 17/64" Diameter holes 6
•MWY•i.� �.j�....��'4't'W
3/4" O.D.
5/8" �4 1/451 _ 3/8" I. D.
3/8"- 16 Thread
Item Item Material Description Tensile Tensile
Number Description Yield Ultimate
1 3/8"Roll Pins 302 Stainless Steel 14,000 LB Double Sheer Strength)
2 Steel Skirt 12 or 10gage A.I.S.I. 1020 Steel (A-36) 33,000 P.S.I. 60,000 P.S.I.
G-90 Galvanized
3 Weld 650/00%circurnferencewelded 75000 P.S.I. 85,000 P.S.I.
4 3/4"wide Riser Bar Hot Rolled Steel A.I.S.I. 1020 A-36 33,000 P.S.I. 60,000 P.S.I.
5 Rod Ends Forging A.I.S.I. C-I030 Steel Heat Treated BHN 240 70,000 P.S.I. 92,000 P.S.I.
Zinc Plated with Dichromate Finish
6 Turnbuckle A.I.S.I.1020 BHN6 Turnbuckle 1020 BHN 149�70,000 P.S.I. 80,000 P.S.I.
80,000 P.S.I.
Zinc Plated di in Linebacker rust inhibitor
Water. _ Valve Riser Cross Section view
12 gage G90 galvanized steel
O
O�> Height new asphalt overlay
3
�— 3/8"D.O.M.Tube
Item Item Material Description Tensile Tensile
Number Description Yield Ultimate
I Steel Skirt 12 gage A.I.S.I. 1020 Steel (A-36) 33,000 P.S.1, 60EOP.
.I.
G-90 Galvanized
2 Weld Lincoln Outersheild 71 Elite.045 75,000 P.S.I. 85 .I.
3 3/8"wide D.O.M Tube D.O.M.Tube A.I.S.I. 1026 A513 t e 5 72,000 P.S.I. 87 .1.
~ L EGEND
u
'- H.M.-A.C. REHABILITATION
i Ri RI R WEDGEMILLING
_ (RECYCLE /OVERLAY ONLY )
0
BUTT JOINT
STREET BEGIN OR
~ END POINT.
REGARDLESS OF
o<c THE INTERSECTING
z STREETS ANGLE.
o
= NOTE: BUTT JOINTS NOT
�. REQUIRED WITH
REMIXING PROCESS.
TYPICAL REVISED:
LAYOUT. FOR RECYCLING ACTIVITES RCV.N.. DATE:
I 1990
UNLESS NOTED' OTHERWISE IN STREET SCHEDULE `
NOTE :(I)AN ATTEMPT HAS BEEN MADE. TODETAIL
AS MANY STD. FIELD SITUATIONS AS
POSSIBLE HOWEVER, THE CONTRACTOR
MIGHT HAVE TO OVERLAP.PARTS OF LEGEND
THESE DETAILS TO CONFIGURE •A
LAYOUT THAT BEST APPLIES TO A
PARTICULAR SITUATION .. H.M.A.C. REHABILITATION
(2) BUTT JOINTS NOT REOUIRED WITH 111 11 WEDGEMILLIN4
REMIXING PROCESS, ( RECYCLE / OVERLAY
ONLY )
BUT T
JOINT.
MEDIAN MEOlAN
49
STREET BEGIN OR
ENO POINT
D - 2
REVISED:
• AEV,Me, OAT[;
TYPICAL 1 1990
LAYOUT FOR RECYCLING-ACTIVITIES FOR BLVD. SECTION `
UNLESS NOTED OTHERWISE IN STREET SCHEDULE
NOTE: IF EITHER RADIUS DOES NOT HAVE
' AN ISLAND, IT WILL BE TREATED
LEGEND DAS
E TINDICATED BY APPLICABLE
H.M.A.C.REHABILITATION
O its SO 0 WEDGEMILLING
(RECYCLE/OVERLAY
ONLY )
BUTT JOINT
STREET BEGIN OR
END POINT REGARDLESS OF THE
INTERSECTING STREETS ANGLE.
.
NOTE :(I)ALL RIGHT TURN STORAGE
LANES SMALL BE CONSIDERED
AS PART OF CONTRACT.
(2) BUTT JOINTS NOT
REQUIRED WITH REMIXING
PROCESS. D- 3
REVISED:
REV.N*. DATEL
TYPICAL . 1 1990
LAYOUT FOR RECYCLING ACTIVITES
UNLESS NOTED OTHERWISE IN STREET SCHEDULE.
i
r'
....""''.:� •a•ram""'."•�
�L•fur-../9 �.�...•.���...
:•! r. :.ini;.� 7l� •..��••1•.5�� ,•`r too
���b•�,•-.•), -•;•�4•yA�I•Il <�� �, �. :;:�.:.�.: G'.I�e•��.
•,H.M.A.C.REHABILITATION
I I
WEDGEMIL'UNG
j • i i�..�w:, �.�..� -.w���� . •mow ��i •'i i�.� �,•�•.� • � ��^ •1����. ��:i��.
��-..mow �. - __� '•...��... J
i
1r. 1
RADIUS/OVERLAY ONLY.)
NOTE �I)IF ANY COMBINAtION OF ISLANDS
AND RIGHT TURN LANES ARE ABAENT
TURN 1
AS STANDARD.
BE SQUARED OPF, IF NEEDED
EXISTINGAS A RESULT OF CONC.
GUTTER.VALLEY
I
1
JOINTS •T RCOUIRED
PROCESS.WITH REMIXING
LAYOUT FOR RECYCLING ACTIVITIES WHEN INTERSECTING 1 1990
NOTEDSTREETS ARE RECYCLED SIMULTANEOUSLY
UNLESS
OTHERWISE1
i
COLLAR CONFIGURATION COLLAR CONFIGURATION
FOR PAVED AREA IN UNPAVED AREA
4'-0" (MANHOLE)
2'-0" (WATER VALVE)
(8) #4 BARS,
PLACED AS SHOWN. _
USE CLASS:"A" r�F ;`" :. •a.c3r
(3000 LB)
CONCRETE. _ ,T. . ..,�: 4:::{1_
LU
uj
z Ix
Ul
l
'PLAN VIEW
CASE CASE 3�40.
#1
CHAMFER
GRADE RINGS 3 MIN. Typ,
= �.:.: ;;'•, •.;:' GROUND
COLLAR :":PVMT. '{PVMT.::•
THICKNESS `- r ''z '' "::: "' '`I'
VARIES, 8" MIN.
BASE ::= �•
�' = I •af':, RAM NECK, TYP.
•4
CASE #1
COLLAR SHALL EXTEND TO SECTION `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).
&RgT;ORT CITY OF FORT WORTH. TEXAS DATE: os/2ao4
MANHOLE AND. WATER VALVE
CONCRETE COLLAR STR-028
A
SDUARE rEET Or VALL"
GUTTER MEASURED
rROM SACK-OF-CURS
TO SA4K-Or-CURIA
EXPANSION 444
i0{KTS
TRA1491TION •a
t
°� // ,b
1
1! TR REA(WIDTH AS REOUIREW
DUMMY
/.*ATC-HE)USTINC JOINTS
GUT TER A
. PLAN VIEW
Not to Seat*
... An brert ao more than elk depth end'so /eee Iboa sq'In depth
will be revelred/VW/j,4 'rlde roller gutters. TOO Coarrectorr///
Oe f#go/red to lest the palter with wfar before thelob/s accepted.
?'CONCRETE
x.m.AZ. VALLEY
rVM'TXIST- a USE GUTTER
NO.3}240 C-C TRAXSITION
1
TRANSITION
EXISt K!Af-
='=T ITEM N0.302 T LiT S' rvu T•!•SASE
CONCRETE USE Crushed CONCRETE SASE
Limestone
4,_OO
RESIDENTIAL STREETS
SECTION 'A -A'
Not to Scale
The 7 rein/aced concrete rallovsho//seplecs the fop71f the porement w1lb the remaining
portlon•of pavement to be constructod 1heluding subgrcdo frootmsnlr In accordance
w1th the typlca/poring section. The concrete rol/dy rillbe porfraed according to
cily standard, for concrete curb and pultty. The concrete stroll be of iroshed
and.screened aggregate with a Mla. of fire(i)sacks of cement per cable yord
Of cancrete• With a minimum 'compressive strength of 3,000 pounds per
square inch in seven days.
CONCRETE VA L EY DETAILS
GROUND LINE
I.S'MIN. FACE OF CURB
SUITABLE
MATERIAL
TAMPED IN
LIFTS NOT CURB AND
O EXCEEDINC ~�. GUTTER
cp 12" LOOSE.
i
j`'` � , � T av
OP OF CURB
a _ WASHED ROCK 12" OVERLAP
.PER ITEM 402
FILTER FABRIC PER
PAY ITEM NO. 115
0.3'
PIPE SHALL BE 6" PERFORATED
POLYVINYL CHLORIDE TUBING
PER ASTM D-1784 UNLESS
SPECIFIED OTHERWISE.
SUBDRAIN .
CITY OF FORT WORTH,TEXAS—CONSTRUCTION STANDARD
DRAWING NO. S—S Il 110011r. DATE: 3-7-•95
367 Addendum 3
PLAN VIEW
BACK OF BACK OF
CURB CURB
a ' s
(Min.30'-Max 40')
2' (Varies) 2'-7.5" 6'-3" 2'-7.5" (Varies) 2'
(TYp•) (T p•) (TYPO
12"WHITE HOT TAPE
(OR EQU AVERY SON
VA LENT)
in
CV
co
lig
(p b R r
C
N
12"WHITE HOT TAPE
(AVERY DENNISON
Striping and reflectors to be OR EQUIVALENT) .
install by the Contractor
WHITE TYPE 11 1-SIDED REFLECTORS
. .
Overall
length Overall
width
Height: 3-1/2 inches
;Ramp Gradient: 8.57 in 1 (30 inches 13-1/2 inches height DEPARTMENT OF TRANSPORTATION
AND PUBLIC WORKS CITY OF
Side Gradient: 3.43 in 1 (12 inches / 3-1/2 inches heightTRAFFlCENGINEERING FORT WORTH
SPEED CUSHIONS
o AJB DAMJanuary IS,2004
uneWOec
DRAWING NOT TO SCALE
I I I TYPE III
EXISTING 20' R.
EXISTING CURB SCALE 1" = 4'
& GUTTER I
SIDEWALK RAMP WITH
COLORED SURFACE
1B' OR 24" ® BROOM FINISH
SAWCUT FOR H MAC TIE-IN
HMAC PW.
6~
SODDING
AS REQUIRED
BACK OF
PROP. CB.
1:1 VARIABLE HEIGHT CURB
�^ 1:36
�200
'48 IXISTING. CURB do GUTTER
SODDING
AS REQUIRED
BACK OF PROP CURB
FACE OF 7" CURB
SAWCUT FOR CONCRETE PAVEMENT
& ;ORRTT CITY OF FORT WORTH, TEXAS ^ DAZE: 09/2004
ACCESSABILITY RAMP
TYPE 111 (20' RADIUS) STR-040
HMAC Surface Overlay(2008-5)
Block No. Street Name Street Limits Map LM CD Procedure
7100-7299 BRAZOS AVE MARKS PL-SOUTHWEST BLVD 74S 0.23 3 POL
2700-2799 GLENROCK DR WEST FWY SR EB-CALMONT AVE 73G 0.45 3 POL
8400-8499 LARAMIE TRL SONORA TRL-CORTEZ DR 73K 0.24 3 POL
7300-7499 PENSACOLA AVE SOUTHWEST BLVD-OLD BENBROOK RD 74W 0.83 3 POL
6600-6799 RHEA RIDGE DR SHADYDELL DR-ST THOMAS PL 46P 0.36 7 POL
4916-4999 ST THOMAS PL RHEA RIDGE DR-BASSWOOD DR 46P 0.12 7 POL
4700-4799 TRYSAIL DR SPRINGTIDE DR-FAIR WIND ST 46R 0.12 7 POL
5500-5799 QUEBEC ST CAHOBA DR-SHADY OAKS MANOR DR 60B 0.94 7 POL
4700-4899 OARLOCK DR SPRINGTIDE DR-PVMT CHANGE 46Q 0.35 7 POL
6100-6399 OVERLAKE DR BOAT CLUB RD-W CUL-DE-SAC 46P 0.60 7 POL
4500-4599 ANCHOR CT SHADYDELL DR-N CUL-DE-SAC 46R 0.08 7 MOL
6500-6599 BEA CT NORRIS VALLEY DR-NW CUL-DE-SAC 46P 0.05 7 MOL
4800-4999 BRIANHILL DR SHADYDELL DR-BASSWOOD DR 46P 0.44 7 MOL
4500-4599 COMPASS CT SHADYDELL DR-N CUL-DE-SAC 46Q 0.08 7 MOL
4500-4599 HALYARD CT SHADYDELL DR-N CUL-DE-SAC 46Q 0.09 7 MOL
5200-5699 LEA CREST LN BOAT CLUB RD-TEN MILE BRIDGE RD 46L 1.33 7 MOL
4500-4599 RIPTIDE CT SHADYDELL DR-N CUL-DE-SAC 46R 0.09 7 MOL
5600-5799 SPRINGTIDE DR E DEAD END-OARLOCK DR 46R 0.88 7 MOL
4500-4699 TRYSAIL DR SHADYDELL DR-SPRINGTIDE DR 46R 0.20 7 MOL
7.48
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS 2008-5
CITY PROJECT NO. 01082
TPW PROJECT NO.C293-541200-207620108283
STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET
F A
w O O
F F ? a a U x U U z
F C ? ConGam, A a z q Z z H
> qq C4 fA CC Q A
d W � .CW as � FC4 W A A w W � Q q q � FA a qAA E. A FA as W
> ,a U >, F E Ems„ � W �, C7 , `nC7 U .aj adQ
d a „aa A U «"a1 Ua7 F" CGA
`a+i "ai � Od p OtYi 3z � d Ca4 A> O U V aA > aAO `n0Z
dC7A w W A OUC7 a �. q O �. 0 E" A
cG a ZW xd W O z �+ 'wx 3 d �A+ Ud d �A, U dOP; dz o a
xx � v
> U O0 doao 0w0 O Odd0 d O 0 9 O
c U � oz z 0
M4W U Ua, av) AP. a. mwa. rnAa. F rn0 UF wa.W,
0a
go ccrnM UM x � A aw TOTAL
ITEM UNIT ITEM DESCRIPTION CITY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY
1 EA Sign-Project Designation—Install 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2 LS Utility Adjustment—Repair 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3 LF Curb&Gutter Replace 30 0 0 225 0 0 0 318 21 95 0 138 0 0 0 0 827
4 LF Curb and Gutter-7 Inch w/18 Inch Gutter—Install 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5 SF Driveway-6 Inch—Replace 63 0 0 478 0 0 0 0 0 0 0 0 0 0 0 0 541
6 SF Driveway-6 Inch—Replace(exposed aggregate) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7 SF Walk-4 Inch—Replace 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Walk-4 Inch—Replace(exposed aggregate) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9 SF Walk-4 Ft—Install 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10 SF Walk-ADA Wheelchair Ramp--Replace 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11 SF Walk-ADA Wheelchair Ramp—Install 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12 SY Pavement-Valley Gutter--Replace 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
13 SY Pavement-Valley Gutter—Install 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0
14 EA Inlet-Top of 5 Ft Drainage Inlet—Replace 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15 EA Inlet-Top of 10 Ft Drainage Inlet—Replace 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16 LF Pipe-Sub Drain-6 Inch Perforated~Install 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0
17 SY Pavement-8 Inch-Pulverization--Rehab 1,754 3,432 1,830 6,330 2,746 915 915 7,169 2,669 4,576 0 0 0 0 0 0 32,336
18 TON Pavement-Cement Modification-26 lb/sy—Install 23 45 24 82 36 12 12 93 35 59 0 0 0 0 0 0 420
19 CY Pavement-Unclassified Street Excavation—Remove 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
20 CY Subgrade-Crushed Limestone For Misc.Placement—Install 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
21 CY Subgrade—Replace(Asphalt Base Repair) 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
22 TON Pavement-HMAC Level Up—Install 0 0 0 0 0 0 0 0 0 0 2 1 9 2 2 28 43
23 LF Pavement-2 Inch to 0 Inch Wedge Miling Depth 5.0 Ft Wide—Install 0 0 0 0 0 0 0 0 0 0 379 237 2,083 379 426 6,296 9,800
24 EA Pavement-Butt Joint-Milled—Install 0 0 0 0 0 0 0 0 0 0 1 2 1 1 0 6
25 SY Pavement-2 Inch Surface Milling—Install 0 0 0 0 0 0 0 0 0 0 0 t� 0 0 0 0 0
26 LF Pavement-Crack Sealing—Install(of Existing Pavement) 0 0 0 0 0 0 0 0 0 0 0 161 1,678 305 343 5,072 7,588
27 SY Pavement-2 Inch-Surface Course-Type D Mix—Install 1,754 3,432 1,830 6,330 2,746 915 915 7,169 2,669 4,576 610 381 3,356 610 686 10,143 48,122
28 EA Speed Hump-Striping On Speed Cushion—Install(30'Wide Street) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
29 EA Speed Hump-Striping On Speed Cushion—Install(40'Wide Street) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
30 EA Valve Box—Adjustment With Steel Riser 1 0 3 4 2 0 0 6 3 3 1 0 2 1 1 7 34
31 EA Valve Box—Adjustment with Concrete Collar 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
32 EA Meter Box—Adjustment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
33 EA Manhole—Adjustment With Steel Riser 0 2 2 0 2 0 0 7 5 2 1 1 2 1 1 9 35
34 EA Manhole—Adjustment With Concrete Collar 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
35 EA Mobilization—Services 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0
Franchise Utility Manholes(Identified As/Number of) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Week of the Week of the Week of the 4th Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Weekiof the Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 4th Monday of 4th Monday of Monday of the 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of
the month the month month the month the month the month the month the month the month the month the month the month the month the month the month the month
Garbage,Recycling,Yard Trimmings&Brush Weekly Pickup Days Wednesday Wednesday Wednesday Wednesday Tuesday Tuesday Tuesday Tuesday Tuesday Tuesday Tuesday Tuesday Tuesday Tuesday Tuesday Tuesday
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HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS 2007-5
CITY PROJECT NO. 01082
TPW PROJECT NO. C293-541200-207620108283
STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET
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TOTAL (ALL PAGES)
ITEM UNIT ITEM DESCRIPTION QTY QTY QTY
1 EA Sign-Project Designation—Install 0 0 0
0 0
2 LS Utility Adjustment—Repair 0 0 0
0 p
3 LF Curb&Gutter—Replace 48 0 0 48 875
4 LF Curb and Gutter-7 Inch w/18 Inch Gutter—Install 0 0 0 0 0
5 SF Driveway-6 Inch—Replace 0 0 0 0 541
6 SF Driveway-6 Inch—Replace(exposed aggregate) 0 0 0 0 0
7 SF Walk-4 Inch—Replace 0 0 0 0 0
8 SF Walk-4 Inch—Replace(exposed aggregate) 0 0 0 0 0
9 SF Walk-4 Ft—Install 0 0 0 0 0
0 0 0 0
10 SF Walk-ADA Wheelchair Ramp—Replace 0
11 SF Walk-ADA Wheelchair Ramp—Install 0 0 0 0 0
12 SY Pavement-Valley Gutter- Replace 0 0 0 0 0
13 SY Pavement-Valley Gutter—Install 0 0 0 0 0
14 EA Inlet-Top of 5 Ft Drainage Inlet—Replace 0 0 0 0 0
15 EA Inlet-Top of 10 Ft Drainage Inlet—Replace 0 0 0 0 0
16 LF Pipe-Sub Drain-6 Inch Perforated—Install 0 0 0 0 0
17 SY Pavement-8 Inch-Pulverization—Rehab 0 0 0 0 32,336
18 TON Pavement-Cement Modification-26 Ib/sy—Install 0 0 0 0 420
19 CY Pavement-Unclassified Street Excavation--Remove 0 0 0 0 0
20 CY Subgrade-Crushed Limestone For Misc.Placement Install 0 0 0 0 0
21 CY Subgrade—Replace(Asphalt Base Repair) 0 1 0 1 2
22 TON Pavement-HMAC Level Up—Install 2 18 4 25 68
23 LF Pavement-2 Inch to 0 Inch Wedge Miling Depth 5.0 Ft Wide—Install 426 4,166 947 5,539 15,339
24 EA Pavement-Butt Joint-Milled—Install 1 2 2 5 11
25 SY Pavement-2 Inch Surface Milling—Install 0 0 0 0 0
26 LF Pavement-Crack Sealing—Install(of Existing Pavement) 343 3,356 763 4,461 12,049
27 SY Pavement-2 Inch-Surface Course-Type D Mix—Install 686 6,711 1,525 8,922 57,044
28 EA Speed Hump-Striping On Speed Cushion—Install(30'Wide Street) 0 0 0 0 0
29 EA Speed Hump-Striping On Speed Cushion—Install(40'Wide Street) 0 0 0 0 0
30 EA Valve Box—Adjustment With Steel Riser 1 2 1 4 38
31 EA Valve Box—Adjustment with Concrete Collar 0 0 0 0 0
32 EA Meter Box--Adjustment 0 0 0 0 0
33 EA Manhole--Adjustment With Steel Riser 1 6 1 8 43
34 EA Manhole—Adjustment With Concrete Collar 0 0 0 0 0
35 EA Mobilization—Services 0 0 0 0 0
Franchise Utility Manholes(Identified As/Number of) 0 0 0 0 0
Week of the Week of the Week of the 4th
Monthly Pickup of Bulky Items 4th Monday of 4th Monday of Monday of the
the month the month month
Garbage,Recycling,Yard Trimmings&Brush Weekly Pickup Days Tuesday Tuesday Tuesday
ON ALL STREETS IN THIS CONTRACT,THE CONTRACTOR MAY WORK DURING THE DAY,BETWEEN 7:00 A.M.UNTIL 7:00 P.M.
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