HomeMy WebLinkAboutContract 39169THIS COPY FOR:
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2009-10)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
CONTRACTOR
CONTRACTOR'S SONcRi 6F
CITY MANAGER'S OFFICE
DMEERING DIV.
NX TIPW - FLE COPY
CITY PROJECT NO. 011TY SECRETARY r_�
NTRACT NO. 1 �4.�
TPW PROJECT NO. C293-541200-208620133783
2009
MIKE MONCRIEF DALE A. FISSELER, P.E.
MAYOR CITY MANAGER
WILLIAM A. VERKEST, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
GEORGE A. BEHMANESH, P.E., ASSISTANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
PREPARED BY
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
INFRASTRUCTURE GROUP
OF
,RiAD 1; NUSR�t1AH,
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M&C Review
Page 1 of 2
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CITY COUNCIL AGENDA
COUNCIL ACTION: Approved on 7/21/2009
DATE: 7/21/2009 REFERENCE NO.: C-23672 LOG NAME:
CODE: C TYPE: NON -CONSENT PUBLIC
HEARING:
Official site of the City of Fort Worth, Texas
Fol r-
20HMAC 2009-
10
NO
SUBJECT: Authorize a Contract with JLB Contracting, LLC, in the Amount of $760,110.50 for Hot Mix
Asphaltic Concrete Surface Overlay 2009-10 at Twenty -Three Locations
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with JLB
Contracting, LLC in the amount of $760,110.50 for 180 calendar days for Hot Mix Asphaltic Concrete
Surface Overlay 2009-10 at 23 locations that are listed on the attachment.
DISCUSSION:
_. In the Fiscal Year 2008-2009 Contract Major Maintenance Program, various types of street
maintenance techniques are grouped into specific contract packages. Hot Mix Asphaltic Concrete
(HMAC) Surface Overlay 2009-10 at 23 locations provides for surface and base rehabilitation, curb
and gutter and valley gutter replacements for asphalt streets funded from the Contract Street
Maintenance Fund.
The City reserves the right to increase or decrease quantities of individual pay items within the
contract, provided that the total contract amount remains within plus or minus 25 percent of the
contract award.
This project was advertised for bid on April 2, 2009, and April 9, 2009, in the Fort Worth Star -
Telegram. On April 23, 2009, the following bids were received:
Bidders
JLB Contracting, LLC
Advanced Paving Company
Peachtree Construction, Ltd.
MACVaI Associates, LLC
Austin Bridge and Road, L.P.
Amount
$760,110.50
$802,639.75
$860, 280.00
$900,167.50
$935, 835.00
JLB Contracting, LLC, is in compliance with the City's M/WBE Ordinance by committing to 27 percent
M/WBE participation. The City's goal on this project is 17 percent.
These projects are located in COUNCIL DISTRICTS 5 and 8.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Contract Street Maintenance Fund.
TO Fund/Account/Centers
FROM Fund/Account/Centers
C293 541200 208620133783 $760,110.50
http://apps.cfwnet.org/council_packet/mc--review.asp?ID=l 1754&councildate=7/21/2009 8/14/2009
M&C Review
Page 2 of 2
Submitted for City Managees Office bv:
Oriainatinq Deaartment Head:_
Additional Information Contact:
ATTACHMENTS
MAP HMAC 2009-10 Page 2.pdf
MAP HMAC 2009-10 Page1.pdf
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Fernando Costa (6122)
William Verkest (8255)
George Behmanesh (7914)
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http://apps.cfwnet.org/council_packet/mc—review.asp?ID=l 1754&councildate=7/21/2009
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8/14/2009
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
HMAC SURFACE OVERLAY (2009-10)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 01337
TPW PROJECT NO. C293-541200-208620133783
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NAJIB #RES, PY DATE
INFRASTRUCTURE MANAGER
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
T
DAVID TOWNSEND, P. DATE
- ENGINEERING MANAGER WATER DEPARTMENT
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TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Minority and Women Business Enterprise Specifications
4. Proposal
5. Special Provisions
6. Item 360, Concrete Pavement (Modified Specification)
7. Prevailing Wage Rates
8. Vendor Compliance
9. Contractor Compliance with Worker's Compensation Law
10. Certificate of Insurance
11. Equipment Schedule
12. Experience Record
13. Performance Bond
14. Payment Bond
15. Maintenance Bond
16. Contract
17. Notice of Construction Detail
18. Project Designation Sign Detail
19. Other Details
20. Street Locations
21. Street by Street Paving Quantity Determination Spreadsheet
Sealed Proposals for the following:
or
CITY OF FORT WORTH, TEXAS
HMAC SURFACE OVERLAY (2009-10)
CITY PROJECT NO. 01337
TPW PROJECT NO. C293- 541200-208620133783
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, April 23, 2009, and then publicly read
aloud at 2:00 P.M., in the Council Chambers.
Specifications and Contract Documents for this project may be purchased for twenty dollars ($20) per set at the
office of the Transportation and Public Works Department, Municipal Office Building, 1000 Throckmorton
Street, Fort Worth, Texas 76102. These documents contain additional information for prospective bidders.
A pre -bid conference will be held at 10:00 A.M. Tuesday, April 14, 2009, in the Transportation and Public
Works Conference Room, 2nd Floor, Municipal Building, RM 270.
The major work on the above -referenced project shall consist of the following:
Paving Improvements:
4,000 L.F. 7" Concrete Curb and Gutter
29,000 S.Y. 8" Pavement Pulverization
375 TON Cement Modification (26 lbs/SY)
15,600 L.F. Pavement Wedge Milling (2" to 0" Depth, 5' Wide)
54,500 S.Y. 2" HMAC Surface Course Type "D" Pavement
Included in the above will be all other miscellaneous items of construction as outlined in the Plans and
Specifications.
For additional information, please contact Riad Nusrallah, Street Program Manager at (817) 392-2729.
DALE A. FISSELER, P.E.
CITY MANAGER
Advertising Dates:
April 2, 2009
April 9, 2009
WILLIAM A. VERKEST, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS
DEPARTMENT
By:
Riad Nusrallah, RE
Street Program Manager
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
low 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
MW 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.
MW 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
aw 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 anaroximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
f, 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
MW hereinafter provided, without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
UW 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 Transportation and Public Works Department at (817) 392-
., 2729. Bids that do not acknowledge all applicable addenda will be rejected as non-
responsive.
SPECIAL INSTRUCTIONS TO BIDDERS
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4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City
business days from the date that the M/WBE UTILIZATION FORM, PRIME
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
MW 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
up 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.
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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
o, 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
WA, 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
M, from the Untied States secretary of the treasury to qualify as a surety on obligations
permitted or required under federal law. Satisfactory proof of any such reinsurance shall
be provided to the City upon request. The City, in its sole discretion, will determine the
., adequacy of the proof required herein.
No sureties will be accepted by the City that are at the time in default or delinquent on
., any bonds or which are interested in any litigation against the City. Should any surety on
the contract be determined unsatisfactory at any time by the City, notice will be given to
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SPECIAL. INS (RUCTIONS TO BIDDERS
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the contractor to that effect and the contractor shall immediately provide a new surety
satisfactory to the City
6. LIOUIDATED 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
MW A. Duty to pay Prevailing Wage Rates.
The contractor shall comply with all requirements of Chapter 2258, Texas
Government Code (Chapter 2258), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the
prevailing wage rates in accordance with Chapter 2258. Such prevailing wage
rates are included in these contract documents.
B. Penalty for Violation.
A contractor or any subcontractor who does not pay the prevailing wage shall,
_ upon demand made by the City, pay to the City $60 for each worker employed for
each calendar day or part of the day that the worker is paid less than the prevailing
wage rates stipulated in these contract documents. This penalty shall be retained
_ by the City to offset its administrative costs, pursuant to Texas Government Code
2258.023.
C. Complaints of Violations and City Determination of Good Cause.
On receipt of information, including a complaint by a worker, concerning an
alleged violation of 2258.023, Texas Government Code, by a contractor or
subcontractor, the City shall make an initial determination, before the 31 st day
after the date the City receives the infonnation, 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 detennination that there is good cause to believe the contractor or
subcontractor has violated Chapter 2258, the City shall retain the full amounts
claimed by the claimant or claimants as the difference between wages paid and
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SPECIAL INSTRUC PIONS TO BIDDERS
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wages due under the prevailing wage rates, such amounts being subtracted from
No successive progress payments pending a final determination of the violation.
D. Arbitration Required if Violation Not Resolved.
An issue relating to an alleged violation of Section 2258.023, Texas Government
Code, including a penalty owed to the City or an affected worker, shall be
submitted to binding arbitration in accordance with the Texas General Arbitration
Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and
any affected worker do not resolve the issue by agreement before the 15th day
after the date the City makes its initial determination pursuant to paragraph (c)
above. If the persons required to arbitrate under this section do not agree on an
arbitrator before the 11 th 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
1W site of the project at all times.
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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.
1. (Wage rates are attached following the end this section.)
9. FINANCIAL STATEMENT: A current certified financial statement may be required by
the Director of Transportation and Public Works Department for use by the CITY OF
FORT WORTH in determining the successful bidder. This statement, if required, is to be
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SPECIAL INSTRUCTIONS TO BIDDERS
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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
.p 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
VW ($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
up 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.
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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.
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E. Insurers must be authorized to do business in the State of Texas and have a
current A.M. Best rating of A: V1I or equivalent measure of financial strength and
solvency.
F. Deductible limits, or self -funded retention limits, on each policy must not exceed
ow $10,000.00 per occurrence unless otherwise approved by the City.
G. Other than worker's compensation insurance, in lieu of traditional insurance, City
w„ may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups. The City must approve in writing any alternative
coverage.
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H. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
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SPECIAL. INSTRUCTIONS TO BIDDERS
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recovery in favor of the City.
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I. City shall not be responsible for the direct payment of insurance premium costs
for contractor's insurance.
J. Contractor's insurance policies shall each be endorsed to provide that such
insurance is primary protection and any self -funded or commercial coverage
maintained by City shall not be called upon to contribute to loss recovery.
K. In the course of the proNo ject, 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.
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L. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
M. Upon the request of City, Contractor shall provide complete copies of all
insurance policies required by these contract documents.
11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the
.. City of Fort Worth will not award this contract to a non-resident bidder unless the non-
resident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
No 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
IM funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
.. order for its bid to meet specifications. The failure of a non-resident contractor to do so
will automatically disqualify that bidder.
•• 12. MINORITY/WOMEN BUSINESS I:N"fERPRISE: 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.
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SPEUAI. INSTRUCTIONS TO BIDDERS
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The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort
wo 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 Transportation and Public Works
ow Department ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt.
Failure to comply shall render your bid non -responsive.
Upon contract execution between the City of Fort Worth and the successful bidder, now
known as Contractor, a pre -construction meeting will be scheduled at which time the
Contractor is required to submit either Letters of Intent or executed agreements with the
1=0 M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed
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
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A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
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• 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:
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a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
+o c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
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SPECIAL INSTRUCTIONS TO BIDDERS
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• 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 Avvroval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
and why in documentation.
a. All requests for changes must be reviewed and pre -approved by the M/WBE
Office.
b. If the Contractor makes change(s) prior to approval, the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth, The Contractor will provide the
M/WBE Office with a Final Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call (817) 871-6104.
Upon request, Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise (M/WBE)
.. on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books, records or files in its possession that will substantiate the
actual work performed by an M/WBE. The misrepresentation of facts (other than a
.. negligent misrepresentation) and/or the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
�• misrepresentation (other than a negligent misrepresentation) and/or commission of fraud
will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years.
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
or WARRANTY:
a. The contractor will receive full payment (less 5% retainage) from the city for each pay
period.
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SPECIAL INSTRUCTIONS TO BIDDERS
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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
on punch list has been completed, as evidenced by a written statement signed by the
contractor and the City.
TW d. The warranty period shall begin as of the date that the final punch list has been
completed.
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment
becoming due and payable.
'" f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the
city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city
shall make a regress 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
MW 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
no critical because emissions from this time period have enough time to bake in the hot
atmosphere that leads to early afternoon ozone formation.
The Texas Commission on Environmental Quality (TCEQ), in coordination with the
National Weather Service, will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS,
the Contractor shall bear the responsibility of being aware that such days have been
designated AIR POLLUTION WATCH DAYS and as such shall not begin work until
10:00 a.m. whenever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
However, the Contractor may begin work prior to 10:00 a.m. if use of motorized
equipment is less than 1-hour, or if equipment is new and certified by EPA as "Low
Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
alternative fuels such as CNG.
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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:
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SPFCIAL INSTRUCTIONS "f0 BIDDERS
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1s
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
a` accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in. 406.096) - includes all
M` 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
MW 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.
No "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.
AW E. The contractor shall obtain from each person providing services on a project, and
provide to the City:
(1) a certificate of coverage, prior to that person beginning work on the project, so
the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
.. current certificate of coverage ends during the duration of the project.
SPECIAL INSTRUCTIONS TO BIDDERS
1W - 10 -
•w
E. The contractor shall retain all required certificates of coverage for the duration of the
MW 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.
Ow I. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to:
`+ (1) provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
`W 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;
MW (4) obtain from each other person or entity with whom it contracts, and provide to
the contractor:
(a) a certificate of coverage, prior to the other person or entity beginning work
on the project; and
(b) a new certificate of coverage showing extension of coverage, prior to the end
of the coverage period, if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter.
(6) notify the governmental entity in writing by certified mail or personal delivery,
within ten days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
..
SPECIAL INSTRUCTIONS ,rO BIDDERS
"' -II-
..
(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,
aw criminal penalties, civil penalties or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract
by the contractor which entitles the City to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
City.
"The contractor shall post a notice on each project site informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify current coverage and report failure to provide coverage. This
notice does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Texas Workers' Compensation commission rules. This
notice must be printed with a title in at least 30 point bold type and text in at least 19
point normal type, and shall be in both English and Spanish and any other language
common to the worker population. The text for the notices shall be the following
text, without any additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
..
"The law requires that each person working on this site or providing services related
to this construction project must be covered by workers' compensation insurance.
aw This includes persons providing, hauling, or delivering equipment or materials, or
providing labor or transportation or other service related to the project, regardless of
the identity of their employer or status as an employee."
Aw
"Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive
information on the legal requirement for coverage, to verify whether your employer
ow has provided the required coverage, or to report an employer's failure to provide
coverage."
.� 17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive
Branch of the federal government, contractor covenants that neither it nor any officers,
members, agents or employees who engage in the performance of this contract shall, in
.. connection with such employment, advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
..
SPECIAL INSTRUCTIONS 1'0 BIDDERS
vo 12
..
against any person because of their age except on the basis of a bona fide occupational
qualification, retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents or employees
acting on their behalf, shall specify in solicitations or advertisements for employees to
work on those contract a maximum age limit for such employment unless the specified
maximum age limit is based upon a bona fide occupational qualification, retirement plan
or statutory requirement.
Contractor warrants that it will fully comply with the Policy and will defend, indemnify
and hold City harmless against any and all claims or allegations filed by third parties
against City arising out of Contractor's alleged failure to comply with the Policy in the
performance of this contract.
18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not
unlawfully discriminate on the basis of disability in the provision of services to the
general public, nor in the availability, terms or conditions of employment for applicants
tow for employment with, or current employees of, Contractor. Contractor warrants that it
will fully comply with the ADA's provisions and any other applicable federal, state, or
local laws concerning disability and will defend, indemnify and hold City harmless
against any and all claims or allegations filed by third parties against City arising out of
Contractor's alleged failure to comply with the ADA in the performance of this contract.
END OF SECTION
W
SPECIAL INSTRUCTIONS TO BIDDERS
.s - 13 -
PROPOSAL
TO: CITY OF FORT WORTH
PURCHASING DIVISION
1000 THROCKMORTON ST
FORT WORTH, TEXAS 76102
FOR: H.M.A.C. SURFACE OVERLAY (2009-10)
• AT VARIOUS LOCATIONS
CITY PROJECT NO.01337
TPW PROJECT NO. C293- 541200-208620133783
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.
a
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
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS
S.P. 1 2 EA. Project Designation Sign @
Two Hundred Dollars
& No Cents Per Each
S.P. 2 LUMPSUM Utility Adjustment @
Six Thousand Dollars
& No Cents Per L.S.
P-1
UNIT TOTAL
PRICE AMOUNT BID
S 200.00 $ 400.00
$ 6,000.00 $ 6,000.00
I
SPEC
PAY
APPROX.
DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM
QUANTITY
BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT BID
104
3
4,000 L.F.
Remove and Replace Concrete Curb &
502
Gutter @
S.P.
Dollars &
�i/�/r-//✓� Cents Per L.F.
$ Zo
$ Z ZOO
502
4
165 L.F.
New Concrete Curb & Gutter @
S.P.
�ou�2T'�� Dollars &
J
Cents Per L.F.
,
$ / y
$ Z 772
104
5
2,600 S.F.
Remove and Replace 6-Inch
504
Concrete Driveway @
S.P.
A/ vt�, Dollars &
i
ao
SixTY-%�/vim Cents Per S.F.
$
$ 111 411 YO
104
6
100 S.F.
Remove and Replace 6-Inch
504
Exposed Aggregate Concrete
S.P.
Driveway @
S / X Dollars &
7�11.et y Cents Per S.F.
S bl
$ 30
504
7
100 S.F.
New 6-Inch Concrete Driveway @
S.P.
�iU�` Dollars &
A/G Cents Per S.F.
c
00
104 8 425 S.F.
Remove and Replace 4-Inch
504
Concrete Sidewalk @
S.P.
A'14,145 Dollars &
Cents Per S.F.
104 9 100 S.F.
Remove and Replace 4-Inch
504
Exposed Aggregate Sidewalk @
S.P.
S/X Dollars &
/ci6H73"/11-,f Cents Per S.F.
504 10 100 S.F.
New 4-Inch Concrete Sidewalk @
S.P.
I6u'f Dollars &
Sc�iJ%uTi'%t�� Cents Per S.F.
P-2
a �k—
$ S $.z33
/ S �
$ (� �` $ !/r 8S a
SPEC
PAY APPROX. DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM OUANTITY BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT
BID
104
11 700 S.F. Remove Existing Wheelchair Ramp and
504
Install Standard 4-inch ADA Wheelchair
S.P.
Ramp (with detectable warning Dome -
Tile surface) @
Dollars &
7
D
N Cents Per S.F.
$
504
12 100 S.F. New 4-Inch ADA Wheelchair
S.P.
Ramp (with detectable warning
Dome -Tile surface @
3 p
Dollars &
$
$
G 3 d o�
Cents Per S.F.
104
13 100 S.Y. Remove and Replace Existing Concrete
360
Valley Gutter @
S.P.
f 'i'
o
00
Cents Per S.Y.
$
SSOO
360
14 100 S.Y. New Concrete Valley Gutter @
S.P.
5Zrael— Dollars &
14UG Cents Per S.Y.
$ 7 7
$
e" 700
S.P.
15 1 EA. Remove and Replace 5-Ft Storm
Drainage Inlet Top 0
on
o
D�
T ,L`vy> 1, -19A6A--de /-1 of Dollars &
$ Z �� 5'
$
Z ��
/UG Cents Per Each
S.P.
16 1 EA. Remove and Replace 10-Ft Storm
Drainage Inlet Top @
/
�fvfy� fi����4Rt� /tirQlJ' Dollars &
G1
p O
/�./O Cents Per Each
402
17 100 L.F. 6-Inch Subdrain Pipe @
500
620
Dollars &
5-6
0-9--
S.P.
Cents Per L.F.
$ /Q
$
/ D ,-O
275
18 29,000 S.Y. 8-Inch Pavement Pulverization @
S.P.
7�D Dollars &
9 9
00
lU/ _411!>we Cents Per S.Y.
P-3
1
i
SPEC
PAY APPROX.
DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM OUANTITY
BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT BID
275
19 375 Ton
Cement Modification (26 Ibs/sy) @
S.P.
0A1e //"'V 40'
Dollars &
S Z OS�
S eleo6o OD
f,0 Cents Per Ton
106
20 50 C.Y.
Unclassified Street Excavation @
S.P.
611.1' y . f 1X Dollars &
9!
/t>/tiETt'-6deCents Per C.Y.
$ZC
s
247
21 50 C.Y.
Crushed Limestone @
S.P.
71-eir Dollars &
,(/6 Cents Per C.Y.
S 30
a o
S
300
22 270 C.Y.
Asphalt Pavement and Base Repair @
310
D.t�E /`iu��J^Pt�•1
/f%r' Six Dollars &
o�
340
/V O Cents Per C.Y.
$
00
$ 2/Z0
S.P.
7
300
23 82 Ton
HMAC Pavement Level -Up @
310
SFl-fury. 6/4"bollars &
340
Cents Per Ton
S 78
s��i3
S.P.
S.P.
24 15,600 L.F.
Pavement Wedge Milling 2-Inch to 0-
Inch Depth, 5.0 Ft Wide @
Dollars &
r6.,,��A-Jrf -%/1.Q `G&ents Per L.F.
S.P.
25 26 EA.
Butt Joint Milling @
rWo II'VA"dlt C �J
/plr/tT,E,C.O Dollars &
_
ell/f/O
Cents Per Each
Z (��
S��
S.P.
26 800 S.Y.
2-Inch-Surface Milling @
V &
Z?A Dollars
Cents Per S.Y.
$
P-4
9
SPEC
PAY APPROX.
DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM OUANTITY
BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT BID
300
27 20,800 L.F.
Crack Sealing of Existing Pavement @
S.P.
��/' U
Dollars &
27$W7 %' Cents Per L.F.
O
300
28 54,500 S.Y.
2-Inch HMAC Surface Course
310
Type "D" Mix @
3 .' 35 rN
340
Dollars &
�
$
S.P.
% �'�-'� Cents Per S.Y.
$
S.P.
29 1 EA.
Removal and Replacement of 30-Ft
HMAC Speed Cushion w/stripping @
SFv F -v T eeA-)
/yu,u,OR..e 1*y1AJe r Dollars &
qq, 0
� �
O
1 7 90
IV10 Cents Per Each
$ (G
$
S.P.
30 1 EA.
Removal and Replacement of 40-Ft
HMAC Speed Cushion w/sf ripping @
T!,✓e.v>Y- T//efie-
E/i, Dollars&
A)O Per Each
$ Z3%S
$ 2— 3 /�
Cents
450
31 30 EA.
Water Valve Box Adjustment
S.P.
With Steel Riser @
a,(Jc /-/C.,"d 4: ✓I
Dollars &
fi%e/ Cents Per Each
406
32 1 EA.
Water Valve Box Adjustment
450
With Concrete Collar no
VW ee
O�
S.P.
�`✓ /-1'VAJ
Dollars &
O�
A160 Cents Per Each
$ z
S 211
S.P.
33 4 EA.
Water Meter Box Adjustment @
Dollars &
6�
.UC) Cents Per Each
$ 3 Z
$ / OF
P-5
SPEC
PAY
APPROX.
DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM
OUANTITY
BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT BID
450
34
30 EA.
Manhole Adjustment With
S.P.
Steel Riser @
Dollars &
01-1
0 Cents Per Each
$ Z y
$ 73570
406
35
1 EA.
Manhole Adjustment With
450
Concrete Collar @
S.P.
fsu/1 /lu.•l7iC r4
fiXT1' Dollars &
of
I✓U Cents Per Each
L
$
L
S.P.
36
50 EA.
Painting House Addresses @
LeA,T'-ae Dollars &
/VU Cents Per Each
$
$ ioso
S.P.
37
1,000 S.Y.
Grass Sod Replacement @
1'5'0 u� Dollars &
.SiX% " Cents Per S.Y.
Gd
$
$ yG00
S.P.
38
3EA.
Re -Mobilization @
Five Hundred Dollars &
No Cents Per Each
$ 500.00
$ 1,500.00
TOTAL BID
P-6
This contract is issued by an organization which qualifies for exemption pursuant to the provisions of
Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act.
Taxes. All equipment and materials not consumed by or incorporated into the project construction,
are subject to State sales taxes under House Bill 11, enacted August 15, 1991.
The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort
Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in, employment
practices.
The undersigned agrees to complete all work covered by these contract documents within one
hundred and ninety (180) Calendar Days from and after the date for commencing work as set forth
in the written Work order to be issued by the Owner, and to pay not less than the "Prevailing Wage
Rates for Street, Drainage and Utility Construction" as established by the City of Fort Worth, Texas.
Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid, the undersigned will
execute the formal contract and will deliver an approved Surety Bond for the faithful performance of
this contract. The attached deposit
check in the sum of
Dollars ($
) is to become
the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the
event the contract and bond are not executed within the time set forth, as liquidated damages for
delay and additional work caused thereby.
The Contractor shall mobilize within ten (10) calendar days of the notice given by the Construction
Engineer for anv of the locations. If the contractor fails to begin the work within ten (10) calendar
days, a $200 dollars liquidated damage will be assessed Der Block per day.
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the
provisions and requirements of which have been taken into consideration in preparation of the
foregoing bid:
Respectfully submitted,
Addendum No. 1 (Initials) JLB CONTRACTING, LLC
Addendum No. 2 (Initials) _ Company Name
Addendum No. 3 (Initials) _ Byt
Sign ure
(Seal)
Printed Name of Principal
Date:
P-7
Address: P.O. BOX 24131
E-mail Address: FORT WORTH, TX 76124
Telephone: i t 7) :- v f- L 9?/
MIWBE REQUIRED DOCUMENTATION RECEIPT
Transportation & Public Works
Official Date: Z / 0-) / e9l' Official Time: Z-_:22
Bid Date:
Project Name:
Project Manager:
Forms Submitted By
Name:
Company: J 17Z C 2CiC rt
Received B AOX�� /,�,? eial-1c�
Y
ATTACHMENT 1A
Page 1 of 4
FORT WORTH
PRIME COMPANY NAME:
JLB Contracting, LLC
PROJECT NAME:
HMAC Surface Overlay 2009-10
City of Fort Worth
Subcontractors/Suppliers Utilization Form
Chock applicable block to describe prime
MAN/DBE _1j NON-MtWfDBE
pri 23, 2009
City's M/WBE Project Goal: Prune's M/wBE Project Utilization: PROJECT NUMBER
C293-541200-208620133783
17% 26.95%
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,
no 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 2nd 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 M/WBE owner -operators, and receive full M/WBE credit. The
MNVBE may lease trucks from non-MNVBEs, including owner -operators, but will only receive credit for the
fees and commissions eamed by the M/WBE 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-MNVBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one)
SUBCONTRACTORISUPPLIER T n
Company Name i N T Detail Detail
Address M ry C x M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B R O B
E E C T E
A
Zamora Construction 1 X Miscellaneous $116,776
PO Box 10396 Concrete
River Oaks, Texas
76114
817-875-1162
817-864-7780
Magnum Trucking 1 X Raw Materials $33,902
Hauler
Atco Construction, Inc. 1 X Haul HMAC to $33,191
the job
TXI 1 X Raw Aggregate $29,251
Supplier
Southern Asphalt 1 X : Liquid Asphalt $116,542
Supplier
Y01140RTH ATTACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subconh ors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list MNVBE firms first, use additional sheets if necessary.
Certfticatlon N
(check one)
SUBCONTRACTORISUPPLIER T n
Company Name I N T Detail Detail
Address M W C X M' Subcontracting Work Supplies Purchased Dollar Amount
TelephorWFax r B B R O B
E E C T E
A
Ricochet Fuel 1 X Fuel $16,558
TexOp Construction, LP 1
Green Scaping
X Milling
Grass Sod
$33,680
$4,400
0RT WORTH
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 204 828
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 179,473
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 384,301
ATTACHMENT to
Page 4 of 4
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change✓Addition. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1) year.
President
Title
JLB Contracting, L.L.C.
Company Name
PO Box 24131
Addre"
Fort Worth. Texan 76124
citylst"zip
James G. Humphrey
P-nnWo wunn""
James G. Humphrey
Contact Nameffitle (if different)
(817)261-2991 (817)261-3044
Telephone and/or Fax
E-mall Address
April 27.201t9
Data
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Operator
$10.06
1 Asphalt Distributor Operator
$13.99
1 Asphalt Paving Machine Operator
$12.78
I Asphalt Raker
$11.01
- 1 Asphalt Shoveler
S 8.80
Batching Plant Weigher
$14.15
Broom or Sweeper Operator
$ 9.88
Bulldozer Operator
S 13.22
I Carpenter
$12.80
Concrete Finisher, Paving
$12.85
I Concrete Finisher, Structures
$13.27
Concrete Paving Curbint Machine Operator
I S12.00
1 Concrete Paving Finishing Machine Operator
$13.63
1 Concrete Paving Joint Sealer Operator
$12.50
Concrete paving Saw Operator
$13.56
i Concrete Paving Spreader Operator
$14.50
Concrete Rubber
I $10.61
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator I $14.12
Electrician
I $18.12
1 Flagger
S 8.43
Form Builder/Setter, Structures
$11.63
1 Form Setter, Paving & Curb
$ l 1.83
1 Foundation Drill Operator, Crawler Mounted
$13.67
I Foundation Drill Operator, Truck Mounted
I $16.30
Front End Loader Operator
I $12.62
Laborer, Common
I S 9.18
1 Laborer I utility
$10.65
1 Mechanic
$16.97
Milling Machine Operator, Fine Grade
$11.83
Mixer Operator
S11.58
` I Motor Grader Operator, Fine Grade
I $15.20
1 Motor Grader Operator, Rough
I $14.50
I Oiler
I $14.98
Painter, Structures
I $13.17
1 Pavement Marking Machine Operator
I $10.04
Pipelayer
I $11.04
1 Reinforcing Steel Setter, Paving
I $14.86
_ 1 Reinforcing Steel Setter, Structure
1 $16.29
Roller Operator, Pneumatic, Self -Propelled
I $11.07
Roller Operator, Steel Wheel, Flat
eMamping
1 $10.92
1 Roller Operator, Steel Wheel, Plant Mix Pavement
1 $11.28
1 Scrafer Operator
I S 11.42
Servrcer
$12.32
1 Slip Form Machine Operator
$12.33
Spreader Box Operator
$10.92
Tractor Operator, Crawler Type
$12.60
Tractor Operator, Pneumatic
I $12.91
1 Traveling Mixer Operator
i $12.03
1 Truck Driver, Lowboy -Float
I $14.93
16,
Truck Driver. Single Axle, Heavy
1 S11.47
Truck Driver, Single Axle, Light
i $10.91
1 Truck Driver, Tandem Axle, Semi -Trailer
1 $11.75
•• I Truck Driver, Transit -Mix
$12.08
Wa on Drill, Boring Machine, Post Hole Driller Operator
$14.00
Welder
I $13.57
Work Zone Barricade Servicer
I $10.09
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bi11 620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a
contract as low bidder, non-resident bidders (out-of-state contractors whose corporate
offices or principal place of business are outside of the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the
lowest Texas resident bidder by the same amount that a Texas resident bidder would be
required too underbid a non-resident bidder in order to obtain a comparable contract in
the State in which the non-resident's principal place of business is located. The
appropriate blanks in Section A must be filled out by all out-of-state or non-resident
bidders in order for your bid to meet specifications. The failure of out-of-state or non-
resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Non-resident vendors in (give State), our principal place of
business, are required to be percent lower than resident bidders
by State law. A copy of the Statute is attached.
Non-resident vendors in (give State), our principal
place of business, are not required to underbid resident bidders.
B. Our principal place of business or corporate offices are in the State of Texas.
Bidder:
JLB CONTRACTING, LLC
Company
_?O- _Bo X zu 13 ►
y Address
-- PO 2/ R.TN, /X 71-o I2-�
City State Zip
Th'MG6 on, liP-c; q
By: (Please print) /
S� gnature
Title (Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
SPECIAL PROVISIONS
FOR: H.M.A.C. SURFACE OVERLAY (2009-10)
AT VARIOUS LOCATIONS
_ CITY PROEJCT NO.01337
TPW PROJECT NO. C293-541200-208620133783
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
T 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 contract provided
that the total contract amount remains within plus or minus (±) 25% of the contract award. The
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contractor is not entitled to any additional compensation or renegotiation of individual pay item
bid prices.
All short turnouts that intersect with a street to be repaired shall be included in this contract, even
though they may not be listed with the street locations at the back of this document due to their size.
The contractor shall verify these locations with the Construction Engineer prior to construction. The
construction of these turnouts includes; but, is not limited to, milling, cleaning, tack coating,
overlaying and facility adjusting.
Total quantities given in the bid proposal may not reflect actual quantities, but represent the best
estimate based on a reasonable effort of investigation; however, they are given for the purpose of
bidding on and awarding the contract.
2. 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 TIME:
The Contractor agrees to complete the Contract within the allotted number of days. If the
Contractor fails to complete the work within the number of days specified, liquidated damages shall
be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard
Specification for Street and Storm Drain Construction of the City of Fort Worth, Texas.
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The contract time will be counted from the date set at the pre -construction conference and will
continue until a time the inspector determines the project is ready for a final inspection. At that time
a final inspection will be scheduled. If in the opinion of the inspector the project has not been made
ready, the final inspection will be cancelled and time will continue to be counted. A five working
day period is required for the rescheduling of a final inspection.
The Contractor also agrees to complete the final punch list within ten (10) working days after
receiving it. If the Contractor fails to complete the work within ten (10) working days, the counting
of the number of days to complete the Contract will resume and liquidated damages shall be charged,
as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification
for Street and Storm Drain Construction of the City of Fort Worth, Texas.
5. EARLY WARNING SYSTEM FOR CONSTRUCTION:
Time is of the essence in the completion of this contract. In order to insure that the contractor is
responsive when notified of unsatisfactory performance and/or of failure to maintain the contract
schedule, the following process shall be applicable:
The work progress on all construction projects will be closely monitored. On a bi-monthly basis
the percentage of work completed will be compared to the percentage of time charged to the
contract. If the amount of work performed by the contractor is less than the percentage of time
allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time
as may be amended by change order), the following proactive measures will be taken:
A. A letter will be mailed to the contractor by certified mail; return receipt
requested demanding that, within 10 days from the date that the letter is
received, it provide sufficient equipment, materials and labor to ensure
completion of the work within the contract time. In the event the contractor
receives such a letter, the contractor shall provide to the City an updated
schedule showing how the project will be completed within the contract time.
B. The Construction Engineer and the Director of the Transportation and Public
Works Department will be made aware of the situation. If necessary, the City
Manager's Office and the appropriate city council members may also be
informed.
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C. Any notice that may, in the City's sole discretion, is required to be provided to
interested individuals will distributed by the Construction Engineer.
D. Upon receipt of the contractor's response, the appropriate City departments and
directors will be notified. The Construction Engineer will, if necessary, then
forward updated notices to the interested individuals.
E. If the contractor fails to provide an acceptable schedule or fails to perform
y 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.
8. CONTRACT DOCUMENTS:
Bidders shall not separate, detach or remove any portion, segment or sheets from the contract
} documents at any time. Failure to bid or fully execute contract without retaining contract documents
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intact may be grounds for designating bids as "non -responsive" and rejecting bids or voiding contract
as appropriate and as determined by the Director of the Transportation and Public Works Department.
9. MAINTENANCE STATEMENT:
The Contractor shall be responsible for defects in this project due to faulty materials and
workmanship, or both, for a period of two (2) vears 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, Citv Traffic
Engineer a,817-392-8712 at least 10 working days prior to the preconstruction conference.
Although work will not begin until the traffic control panel has been reviewed, the Contractor's
time will begin in accordance with the time frame established in the Notice to the Contractor.
The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign
which has been erected by the City. If it is determined that a sign must be removed to permit
required construction, the Contractor shall contact the Transportation and Public Works Department,
Signs and Markings Division (phone number 817-392-7738), to remove the sign. In the case of
regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the
requirements of the above referenced manual and such temporary sign must be installed prior to the
removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet
the required specifications, the permanent sign shall be left in place until the temporary sign
requirements are met. When construction work is completed to the extent that the permanent sign
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can be re -installed, the Contractor shall again contact the Signs and Markings Division to re -install
the permanent sign and shall leave his temporary sign in place until such re -installation is completed.
The Contractor shall limit his work within one continuous lane of traffic at a time to minimize
interruption to the flow of traffic upon the approval of the City Engineer.
Work shall not be performed on certain locations/streets (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
,r o Expected dates of construction
o Contractors and project inspector's contact information
A sample notice/flyer is included in the contract documents. The Electronic version of the
— notice/flyer can be obtained from the Office of the Transportation and Public Works Department
(817) 392-2729
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It will be the contractor's responsibility to create and distribute a follow-up notice/flyer informing
residents if for any reason work should stop on a project for more than five (5) working days after
construction begins. The flyer should also include the anticipated date of when the work will
begin again. It will be the contractor's responsibility to re -distribute a three (3) working day
notification/flyer prior to beginning the construction activity.
In addition, all copies of the notice/flyer shall be delivered to the City inspector for his review
prior to distribution. The contractor will not be allowed to begin construction on any street until
the flyer is delivered to all residents of the street.
All work involved with the notice/flyer shall be considered subsidiary to the contract price and no
additional compensation shall be made.
12. PAYMENT:
Payment will be made to the contractor twice a month for work completed during the pay periods
ending on the 15'' and the 300' day of each month. Checks (less 5% retainage) will be sent to the
=ff contractor within the two (2) week window following each payment period.
Payment of the retainage will be made with the final payment upon acceptance of the project. See
Special Instructions to Bidders Item No. 14 for further requirements.
13. DELAYS:
The Contractor shall receive no compensation for delays or hindrances to the work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City. When such extra compensation
~ is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by
him found correct shall be approved and referred by him to the Council for final approval or
disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by
specific orders given by the Engineers to stop work, or by the performance of extra work, or by the
failure of the City to provide material or necessary instructions for carrying on the work, then such
delay will entitle the Contractor to an equivalent extension of time, his application for which shall,
however, be subject to the approval of the City and no such extension of time shall release the
Contractor or the surety on his performance bond from all his obligations hereunder which shall
remain in full force until the discharge of the contract.
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14. DETOURS AND BARRICADES:
The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to
traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project
area. Contractor shall protect construction, as required by Engineer, by providing barricades.
Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and
Warning and/or Detour Signs", Item 524, and/or as shown on the plans.
Construction signing and barricades shall conform with the latest edition of the "Texas Manual on
Uniform Traffic Control Devices, Vol. No. 1 ".
15. DISPOSAL OF SPOIL/FILL MATERIAL:
Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the
Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator
("Administrator"), of the location of all sites where the contractor intends to dispose of such material.
Contractor shall not dispose of such material until the proposed sites have been determined by the
Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth
(Ordinance No. 10056) and a flood plain permit issued. All disposal sites must be approved by the
Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood
plain permit can be issued upon approval of necessary engineering studies. No fill permit is required
if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be
evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or
by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with
obtaining the fill permit, including any necessary engineering studies, shall be at Contractor's
expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit
or a letter from the Administrator approving the disposal site, upon notification by the Director of the
Department of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose
of such materials in accordance with the Ordinance of the City and this section,
No temporary storage of material, rubble, equipment or vehicles within parkway is allowed. Damage
to sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of City
Engineer.
16. ZONING REOUIRENIENTS:
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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 estimatine period. All costs
.� involved with producing and maintaining the project schedule shall be considered subsidiary to
this contract.
19. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches, painted yellow with black letters
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
„r 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."
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` (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
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action taken in each case.
f (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 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.
RV 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.
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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.
22. SUBSTITUTIONS:
The specifications for materials set out the minimum standard of quality that the City believes
aw 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
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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.
MP 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 maybe encountered.
"' 27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC:
,.
The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations
and Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain
Construction".
28. CONSTRUCTION
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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. OUALITY 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.
00 (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.
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NON -PAY ITEM No. 1 - SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control' shall
apply. However, no direct payment will be made for this item and it shall be considered
incidental to this contract.
NON -PAY ITEM NO. 2 - REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY
LANE TAPE:
The Contractor shall be responsible for the documentation of all street markings prior to the
removal and disposal of the pavement markings.
All traffic buttons shall be removed from the existing asphalt surface before resurfacing begins. The
contractor shall be responsible for the removal and disposal of all buttons and markings. Upon
completion of the job the City will install new buttons after proper notification.
The contractor shall also be responsible for all materials, equipment and labor to place temporary
adhesive lane marking tape to control and direct traffic in the same way as they were prior to start of
construction. Any corrective action required on the temporary lane markings shall be the total
responsibility of the Contractor and at no extra cost to the City.
The contractor shall notify the Construction Engineer and T/PW Traffic Services to arrange for the
replacement of the buttons and adhesive lane markers (arrows, etc.). All costs to the contractor shall
�. be figured as subsidiary to this contract.
NON -PAY ITEM No. 3 — LOCATION AND EXPOSURE OF MANHOLES AND WATER
VALVES:
The contractor shall be responsible for locating and marking previously exposed manholes, water
valves and any other utility cover in each street of this contract before the resurfacing process
commences for a particular street. The method used to document locations shall be one in which the
covers can be found exactly the first time. Proof of documentation must be provided to the assigned
inspector prior to start of any overlay process.
4W
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The contractor shall attempt to include the Construction Engineer or his designee (if
available) in the observation and marking activity. In any event, a street shall be completely
..
marked a minimum of four (4) calendar days before resurfacing begins on the street. Marking
the curbs with paint may be allowed if and only if a water base paint is used.
It shall be the contractor's responsibility to notify the utility companies that he has
commenced work on the project. As the resurfacing is completed (within same day), the
contractor shall locate the covered manholes and valves and shall 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
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TXU Electric Delivery:
Downtown 817-215-6424 Mr. Scott King
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Other than Downtown 817-215-6688 Mr. Robert Martinex
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 817-392-8107 Mr. Chuck Snyder
CFW- Storm Drain 817-392-5196 Mr. Rodney Smithey
CFW - Water 817-212-2699 Mr. Roger Hauser
817-925-2360 Cell
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CFW-Sewer 817-212-2699
Mr, Rick Davis
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817-944-8399 Cell
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SP-15
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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) calendar days after
completing the laying of proposed H.M.A.C. overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may result in the shut down of the
resurfacing operation.
am 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
Urban Forestry Office at (817) 392-7933. All tree work shall be in compliance with pruning
standards for Class II Pruning as described by the National Arborist Association. A copy of these
standards can be provided by calling the above number. Any damage to public trees due to
negligence by the Contractor shall be assessed using the current formula for Shade Tree
Evaluation as defined by the International Society of Arboriculture. Payment for negligent
damage to public trees shall be made to the City of Fort Worth and may be withheld from funds
due to the Contractor by the City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be
immediately sealed using a commercial pruning paint. This is the only instance when pruning
s
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
a bar ditches, and backfilled at the same time the roadway is excavated. Excess excavation will be
disposed of at locations approved by the Engineer.
me
SP-16
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The Contractor shall be aware that keeping the project site in a neat and orderly condition is
considered an integral part of the contracted work and as such shall be considered subsidiary to
the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work
progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done
on a daily basis. Clean up work shall include, but not be limited to:
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
• Keeping trash of any kind off of the roadway and residents' property
If it has been determined that the jobsite has not been kept in an orderly condition, the next
estimate payment (and all subsequent payments until completed) of the appropriate bid item(s)
will be reduced by 25%.
The Contractor shall make a final cleanup of each street as soon as the paving and curb and gutter
has been constructed. No more than Seven (7) calendar days shall elapse after completion of
construction before the roadway and right-of-way is cleaned and restored.
Failure to do so will be cause to stop the contractor from starting work on other streets. Project
time will not be suspended and a $200 charge per day will be made as liquidation damages.
The Contractor shall make a final cleanup of all parts streets before acceptance of the project is
made. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete
and other construction materials, and in general preparing the site of the work in an orderly
manner and appearance.
NON -PAY ITEM NO.6 — CRACK SEALING:
All cracks that develop after completion of the street resurfacing and until the end of the 2-year
warranty period shall be crack sealed with Rubber Asphalt Crack Sealer, as per the latest edition
of the TxDOT Specifications for Construction and Maintenance of Highways, Streets, and
Bridges, Item 300, "Asphalts, Oils, and Emulsions".
The contractor shall be responsible for all materials, equipment and labor to perform a most accurate
job and all costs to the contractor shall be figured subsidiary to this contract.
'" NON -PAY ITEM NO.7 — STORM DRAIN INLET PROTECTION:
SP-17
All pulverization and overlay streets with storm drain inlets shall use inlet protection for sediment
control, in accordance with the Standard Specifications for Public Works Construction -North
Central Texas.
The contractor shall be responsible for all materials, equipment and labor to perform a most accurate
job and all costs to the contractor shall be figured subsidiary to this contract.
NON -PAY ITEM NO. 8 - NO PAVING WORK ON SOLID WASTE WEEKLY PICK-UP
DAY
In order to eliminate potential rutting of the pavement from solid waste trucks while paving
operations are underway, the contractor shall schedule construction on all the identified project
streets such that no paving activities are scheduled on the weekly solid waste pick-up day for each
street. The solid waste weekly pick-up day for each project street is identified on the "STREET
BY STREET 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
r. pick-up day.
Also on the spreadsheet, the solid waste monthly pick-up is listed as the week of the month; see
" "Monthly Pickup of Bulky Items". During this week, the day of pick up varies from Monday to
Saturday afternoon. The Contractor will be allowed to pave the week of the solid waste monthly
pickup.
The Contractor, however, will be responsible for any coordination with the City Environmental
Department regarding when the monthly pickup day occurs. If new pavement is damaged by the
solid waste monthly pickup trucks due to the contractor's failure to adhere to the procedure
outlined above; then, the Contractor shall be solely responsible for any repairs required.
Assessment of damage will be determined by the Construction Engineer, or, his authorized
representative.
The weekly and monthly solid waste pick up schedules are hereby provided for bidding purpose
and use by the selected contractor during construction.
SP-18
All cost associated with scheduling pavement installation around "solid waste pick-up days" shall
be considered incidental to the project contract amount and no additional compensation shall be
allowed.
NON -PAY ITEM NO. 9 — AGREEMENT OF QUANTITIES
The streets will be measured and all quantities per street will be documented, a copy of the
measured quantities will be provided to the contractor. If the Contractor in agreement of the
measured quantities, then the Contractor is required to sign it and return it with in ten (10)
calendar days. If the Contractor is not in agreement, then the Contractor is required to, within
seven (7) calendar days, arrange a field trip with the assigned inspector to show proof of the
difference.
PAY ITEM NO. 1 — Project Designation Sign:
The contractor shall construct and install two (2) Project Designation Signs and it will be the
responsibility of the contractor to maintain the signs in a presentable condition at all times on
each project under construction. Maintenance will include painting and repairs as directed by the
Engineer.
It will be the responsibility of the Contractor to have the individual project signs lettered and
painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on
the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be
in accordance with the enclosed detail. The sign shall be constructed of inch fir plywood,
grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the
Engineer and in place at the project site upon commencement of construction.
The work, which includes the painting of the signs, installing and removing the signs, furnishing
the materials, supports and connections to the support and maintenance shall be to the
satisfaction of the Engineer.
The unit price bid per each will be full payment for materials including all labor, equipment,
tools and incidentals necessary to complete the work.
PAY ITEM NO.2 — Utility Adiustments:
SP-19
This item is included for the basic purpose of establishing a contract price which will be comparable
to the final cost of making necessary adjustments required due to street improvements to water,
sanitary sewer, and natural gas service lines and appurtenances where such service lines and
appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been
placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither
does it confine utility adjustments to the amount shown in the Proposal. It shall be the Contractor's
responsibility to provide the services of a licensed plumber to make the utility adjustments
determined necessary by the Engineer. No payment will be made for utility adjustments except
those adjustments determined necessary by the Engineer. Should the Contractor damage service
lines due to his negligence, where such lines would not have required adjustment or repair otherwise,
the lines shall be repaired and adjusted by the Contractor at the Contractor's expense.
we Contractor shall immediately cap the broken sprinkler system lines, and must note the inspector
prior to replacements.
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 — Remove and Replace Concrete Curb & Gutter:
This item shall include the removal and replacement of all failed existing curb and gutter in sections,
as designated by the Construction Engineer with same day haul -off of the removed material to a
suitable dumpsite.
For specifications governing this item, see City Standard Specifications, Item No. 104 "Removing
Old Concrete", Item No. 502 "Concrete Curb and Gutter", and Drawing Nos. S-S2 through S-S513.
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 3,000 pounds per
square inch in seven (7) calendar days.
Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per
f specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction
of the curb and gutter. The pay limit will be 9-inch out from the gutter lip. The street void shall be
SP-20
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Contractor shall backfill behind the curb within seven (7) calendar days of pouring the curb and
gutter, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
grade and shall be completed in order for the curb and gutter to be accepted and measured as
completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and
leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay
item.
T Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged
during construction, shall be replaced with same or better at no cost to the City.
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar 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) calendar
days from the date of the concrete work (curb and gutter, driveways, valley gutter, sidewalk)
completion of any street. If the contractor fails to begin the work within fourteen (14) calendar days,
a $100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
PAY ITEM NO.4 — New Concrete Curb & Gutter:
This item shall include the construction of new standard concrete curb and gutter with same day
haul -off of the removed material to a suitable dumpsite.
For specifications governing this item, see City Standard Specifications item No. 502 "Concrete Curb
and Gutter", and Drawing Nos. S-S2 through S-S513. 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.
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SP-21
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The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per
specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction
of the curb and gutter. The pay limit will be 9-inch out from the gutter lip. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities.
.r
Contractor shall backfill behind the curb within seven (7) calendar days of pouring the curb and
gutter, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
grade and shall be completed in order for the curb and gutter to be accepted and measured as
_ completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and
leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay
item.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged
during construction, shall be replaced with same or better at no cost to the City.
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar 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) calendar
days from the date of the concrete work (curb and gutter, driveways, valley gutter, sidewalk)
completion of any street. If the contractor fails to begin the work within fourteen (14) calendar days,
a $100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
PAY -ITEM No. 5 — Remove and Replace 6-Inch Concrete Drivewav:
PAY -ITEM No. 6 — Remove and Replace 6-Inch Exposed Aggreeate Drivewav:
Pay items No. 5 and No. 6, shall include the removal and replacement of any type of existing
concrete driveways, as designated by the Construction Engineer, due to deterioration or in situations
SP-22
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where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul -off
of the removed material to a suitable dump site.
For specifications governing these items, see City Standard Specifications Item No. 104 "Removing
Old Concrete" and Drawing Nos. S-S5, and Item No. 504" Concrete Sidewalk and Driveways". Pay
limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications.
Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway
removal
Concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days. Exposed concrete aggregate driveway surface shall be
seeded with pea gravel.
Exposed concrete aggregate wash off water is silty, high in alkalinity and may contain harmful
chemicals; therefore, wash off water shall not be discharged into storm sewers and drainage
ditches or streams.
Temporary expansion joint board at driveway approach edge shall be used to dam off wash water
from entering street gutter. Temporary catch basin sealed with impervious diaphragm sump shall
be used to collect all wash water until off site disposal is obtained, or, unless otherwise directed
by the Engineer or his authorized representative.
Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per
specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction
of the driveway. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled
with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item
Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded
Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Contractor shall backfill around the driveway within seven (7) calendar days of pouring the
driveway, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
grade and shall be completed in order for the driveway to be accepted and measured as completed,
top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to
WW finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item.
SP-23
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
The unit price bid per square feet shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY -ITEM No. 7 — New 6-Inch Concrete Driveway:
This item shall include the construction of new standard concrete driveways, as designated by the
Construction Engineer with same day haul -off of the removed material to a suitable dump site.
For specifications governing these item, see City Standard Specification Item No. 504" Concrete
Sidewalk and Driveways", Drawing Nos. S-S5, and Pay limits for concrete driveway are as shown in
Drawing No. S-S5 of the Standard Specifications.
Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway
removal
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days. Exposed concrete aggregate driveway surface shall be
seeded with pea gravel.
Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per
specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction
of the driveway. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled
with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable 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.
a Contractor shall backfill around the driveway within seven (7) calendar days of pouring the
driveway, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
grade and shall be completed in order for the driveway to be accepted and measured as completed,
top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to
finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item.
MW
SP-24
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
The unit price bid per square feet shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY -ITEM NO. 8 — Remove and Replace 4-Inch Concrete Sidewalk:
PAY -ITEM NO. 9 — Remove and Replace 4-Inch Exposed Aggre ate Sidewalk:
Pay items No. 8 and No. 9, shall include the removal and replacement of any type of existing
concrete sidewalk, as designated by the Construction Engineer, due to failure or in situation where
curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul -off of the
removed material to a suitable dumpsite.
For specifications governing these items, see City Standard Specifications Item No. 104 "Removing
Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways".
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days. The exposed concrete aggregate sidewalk surface shall be
seeded with pea gravel.
Exposed concrete aggregate wash off water is silty, high in alkalinity and may contain harmful
_ chemicals; therefore, wash off water shall not be discharged into storm sewers and drainage
ditches or streams.
Wash water shall be prevented from entering street gutter. Temporary catch basin sealed with
impervious diaphragm sump shall be used to collect all wash water until off site disposal is
obtained, or, unless otherwise directed by the Engineer or his authorized representative.
Contractor shall backfill around the sidewalk within seven (7) calendar days of pouring the
sidewalk, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
grade and shall be completed in order for the sidewalk to be accepted and measured as completed,
top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to
finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
SP-25
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
The unit price bid per square feet shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY -ITEM NO. 10 — New 4-Inch Concrete Sidewalk:
v This item shall include the construction of new standard concrete sidewalk, as designated by the
Construction Engineer with same day haul -off of the excavated material to a suitable dumpsite.
For specifications governing this item, see City Standard Specification Item No. 504 "Concrete
Sidewalk and Driveways".
All concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch in seven (7) calendar days.
Contractor shall backfill around the sidewalk within seven (7) calendar days of pouring the
sidewalk, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
grade and shall be completed in order for the sidewalk to be accepted and measured as completed,
top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to
finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
The unit price bid per square feet shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY -ITEM NO. 11 — Remove Existine Wheelchair Rama and Install Standard 4-Inch ADA
Wheelchair Ramn (with detectable warning Dome -Tile surface):
This item shall include removing the existing wheelchair ramp and installing Standard 4-inch ADA
T wheelchair ramp that includes a detectable warning Dome -Tile surface at various locations as to be
SP-26
determined in field by the Construction Engineer, due to failure or in situation where curb and gutter
is replaced to adjust grades to eliminate ponding water with same day haul -off of the removed
material to a suitable dumpsite.
For specifications governing this item, see enclosed details for Wheelchair Rama (with detectable
warning Dome -Tile surface, and City Standard Specifications Item No. 104 'Removing Old
Concrete", and Item 504 "Concrete Sidewalk Driveways", except as herein modified.
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
Contractor shall sawcut existing sidewalk, curb and gutter, and pavement prior to wheelchair ramp
removal.
The removal of existing curb and gutter as required for the replacement of existing wheelchair ramps
shall be included in PAY ITEM NO. 3 -- Removal and Replacement of Concrete Curb & Gutter, as
determined by the Construction Engineer. Pay limits for laydown curb and gutter are as shown in the
Accessability Ramp Pay Limits detail (STR-032). The pay limit will extend from 9-inches outside
the lip of gutter to the back of the curb. Any asphalt tie-in shall be subsidiary to the curb and gutter
pay item.
Pay limits for "Standard Wheelchair Ramp" will start 15 inches back from the face of curb and
encompass the remainder of the ramp and sidewalk.
Contractor shall furnish and install brick red color pre -cast detectable warning Dome -Tile,
manufactured by StrongGo Industries or approved equal by the construction Engineer. Detectable
warning surface shall be a minimum of 24-inch in depth in the direction of pedestrian travel, and
extend to a minimum of 48-inch along the curb ramp or landing where the pedestrian access route
enters the street, and shall be located so that the edge nearest the curb line is a minimum of 6-inch
and a maximum of 8-inch from the extension of the face of curb. Detectable warning Dome -Tile
surface maybe curved along the corner radius. The method of Dome -Tile installation shall be in
accordance with the manufactures instruction.
Cost of detectable warning Dome -Tile and installation, shall be included in this pay item.
Contractor shall provide a brick red colored Dome -Tile sample for approval by the Engineer,
meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the
acceptable standard to be applied for all construction covered in the scope of this pay item.
SP-27
Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per
specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction
of the wheelchair ramp. The pay limit will be 9-inch out from the gutter lip. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
-- Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Contractor shall backfill the wheelchair ramp within seven (7) calendar days of pouring the
wheelchair ramp, if the contractor fails to complete the work within seven (7) calendar days, a $100
dollar liquidated damage will be assessed per block per day. Required backfilling shall be at
finishing grade and shall be completed in order for the wheelchair ramp to be accepted and measured
as completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and
`- leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay
item.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
The unit price bid per square feet, 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 — New 4-Inch ADA Wheelchair Ramn: (with detectable warning Dome -
Tile surface):
This item shall include the construction of new Standard 4-inch ADA wheelchair ramp that includes
a detectable warning Dome -Tile surface at various locations as to be determined in field by the
Construction Engineer, due to a situation where curb and gutter is replaced to adjust grades to
eliminate ponding water with same day haul -off of the removed material to a suitable dumpsite.
For specifications governing this item, see enclosed details for Wheelchair Ramn (with detectable
warniniz Dome -Tile surface, and City Standard Specifications Item No. 104 "Removing Old
Concrete", and Item 504 "Concrete Sidewalk Driveways", except as herein modified.
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
SP-28
Contractor shall sawcut existing sidewalk, curb and gutter, and pavement prior to wheelchair ramp
removal.
The removal of existing curb and gutter as required for the construction of new wheelchair ramps
�- shall be included in PAY ITEM NO. 3 - Remove and Replace Concrete Curb & Gutter, as
determined by the Construction Engineer. Pay limits for laydown curb and gutter are as shown in the
Accessability Ramp Pay Limits detail (STR-032). The pay limit will extend from 9 inches outside the
lip of gutter to the back of the curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay
item.
Pay limits for "Standard Wheelchair Ramp" will start 15-inches back from the face of curb and
encompass the remainder of the ramp and sidewalk.
Contractor shall furnish and install brick red color pre -cast detectable warning Dome -Tile,
manufactured by StrongGo Industries or approved equal by the construction Engineer. Detectable
warning surface shall be a minimum of 24-inch in depth in the direction of pedestrian travel, and
extend to a minimum of 48-inch along the curb ramp or landing where the pedestrian access route
enters the street, and shall be located so that the edge nearest the curb line is a minimum of 6-inch
and a maximum of 8-inch from the extension of the face of curb. Detectable warning Dome -Tile
surface maybe curved along the corner radius. The method of Dome -Tile installation shall be in
accordance with the manufactures instruction.
Cost of detectable warning Dome -Tile and installation, shall be included in this pay item.
Contractor shall provide a brick red colored Dome -Tile sample for approval by the Engineer,
meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the
acceptable standard to be applied for all construction covered in the scope of this pay item.
Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per
specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction
of the wheelchair ramp. The pay limit will be 9-inch out from the gutter lip. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities.
The Contractor shall backfill behind the wheelchair ramps within seven (7) calendar days of
z pouring the wheelchair ramp, if the contractor fails to complete the work within seven (7) calendar
days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall
SP-29
be at finishing grade, top soil as per specification Item No. 116 "Top Soil", if needed, shall be
added and leveled to finishing grade. Cost of back filling and grading behind curb shall be
included in this pay item.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
�.. damaged during construction, shall be replaced with same or better at no cost to the City.
Required backfilling at finishing grade behind the ramp shall be completed in order for the
i wheelchair ramp to be accepted and measured as completed.
The unit price bid per square feet, as shown on the proposal, will be full compensation for materials,
labor, equipment, tools and incidentals necessary to complete the work.
PAY ITEM NO. 13 — Remove and Replace Existing Concrete Vallev Gutter:
This item shall include the removal and replacement of existing valley gutters, at locations to be
determined in field by the Construction Engineer with same day haul -off of the removed material to a
suitable dumpsite.
Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley gutter
removal. Sawcutting and removal of asphalt pavement, concrete base, curb and gutter, and
necessary excavation to install the concrete valley gutters all shall be included in this pay item.
For specifications governing this item, see City Standard Specifications, Item No. 106, "Unclassified
Street Excavation", Drawing No. S-S6 and detail enclosed, TxDOT's "Standard Specifications for
Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 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.
SP-30
s
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar 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) calendar days. If the contractor fails to
complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will
be assessed per each half of valley gutter per day.
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 valley gutter. The pay limit will be 9-inch out from the valley gutter. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and
the curb and gutter section will be included.
The unit price bid per square yard for Concrete Valley as shown on the proposal will be full
— compensation for materials, labor, equipment, tools and incidentals necessary to complete the work.
PAY ITEM NO. 14 — New Concrete Valley Gutter:
`r This item shall include the construction of new concrete valley gutters, at locations to be determined
in field by the Construction Engineer with same day haul -off of the removed material to a suitable
dumpsite.
Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley gutter
removal. Sawcutting and removal of asphalt pavement, concrete base, curb and gutter, and necessary
excavation to install the concrete valley gutters all shall be included in this pay item.
For specifications governing this item, see City Standard Specifications, Item No. 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
SP-31
340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and Item No. 360 "Concrete
Pavement" (enclosed), shall apply.
Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the
Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be
subsidiary to this Pay Item.
Contractor may substitute 5 inch non -reinforced (2:27) Concrete Base in lieu of Crushed Stone at no
additional cost. All applicable provisions of Item No. 360 "Concrete Pavement" (enclosed) shall
apply. Surface texturing shall be made with a medium broom in lieu of carpet drag or metal tining.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar 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) calendar days. If the contractor fails to
complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will
be assessed per each half of valley gutter per day.
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 valley gutter. The pay limit will be 9-inch out from the valley gutter. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and
the curb and gutter section will be included.
W
M
The unit price bid per square yard for Concrete Valley as shown on the proposal will be full
compensation for materials, labor, equipment, tools and incidentals necessary to complete the work.
PAY ITEM NO. 14 — Remove and Replace 5-Ft Storm Drainage Inlet TOD:
PAY ITEM NO. 16 — Remove and Replace 10-Ft Storm Drainage Inlet Top:
SP-32
Pay items No. 15 and No. 16, shall include the removal and replacement of a 7-inch thick drainage
inlet top of 5-foot and feet drainage inlet openings, at locations to be determined in field by the
Construction Engineer with same day haul -off of the removed material to a suitable dumpsite.
For specifications governing these items, see City Standard Specifications Item No. 450 "Adjusting
�- Manholes and Inlets", as shown in the Drawing S-S02 and as directed by the construction engineer.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar 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.
wo
PAY -ITEM NO. 17 — 6-Inch Subdrain Pipe:
This item shall consist of furnishing and installing 6-inch subdrain and filter material as shown on the
enclosed details, or as directed by the Engineer.
All applicable provisions of standard Specifications Item 500 "SUBDRAINS", and Item No. 106
"Unclassified Street Excavation ".shall apply.
No specific location for this item is designated. Subdrain shall be installed only if field conditions
indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer,
The unit price bid per linear feet shall be full compensation for all labor, materials, equipments, tools,
and incidentals necessary to complete the work.
PAY -ITEM NO. 18 — 8-Inch Pavement Pulverization:
PAY -ITEM NO. 19 — Cement Modification (26 lbs/sv):
- 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.
SP-33
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
y 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.
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.
SP-34
After the cement treated base has cured for forty eight (48) hours, provide machinery (minimum 12
ton steel wheel vibratory roller) to roll the surface of the cement treated material to induce hairline
cracks "micro -cracks". Amplitude of vibrating will be at the discretion of the Engineer or his
authorized representative. Micro -cracking will be used to reduce shrinkage cracking in the cement
treated material and reduce reflective cracking through the asphalt cement surface overlay.
Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item No. 210 "Rolling" (referenced). Operate roller
at walking speed (2 to 3 mph). Generally one (1) to four (4) passes of the roller are required to create
the micro -cracks. One pass is down and back.
The contractor shall then prime and immediately overlay the micro -cracked surface with 2 inch
H.M.A.C. surface course. The work shall be in accordance with TxDOT's "Standard Specifications
for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils,
_ and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix
Asphalt (Method)" (referenced). The 2-inch H.M.A.C. surface will be paid under PAY -ITEM NO.
28 — 2-Inch-Surface Course -Type "D "Mix.
If the contractor fails to begin the 2-inch H.M.A.C. surface course work within seven (7) calendar
days, a $200 dollars liquidated damage will be assessed per block per day.
On pulverized and overlay streets that do not have existing curb and gutter, the Contractor shall
finish the parkway with backfill. The backfill shall begin at the edge and elevation of the new 2 inch
H.M.A.C. surface course and extend within the parkway, to existing ground surface, at the grade of
one-fourth (1/4) inch per foot. There should be no voids in the backfill material, to the satisfaction of
the Engineer.
The unit price bid per square yard of pavement pulverization and per ton of cement modification
shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to
pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off,
sweep, dispose of the undercut material and backfill the parkway.
PAY -ITEM NO. 20 — Unclassified Street Excavation:
SP-35
This item will be used if additional excavation is needed that is not covered by PAY ITEM NO. 18
8-Inch Pavement Pulverization. Additional Excavation is the removal of the excessive crown and
base to bring the new base to proper grade & City standard specifications for street reconstruction.
This item shall also be used for removing and disposing the existing brick base, if the existing brick
.. base cannot be wedge or surfaced milled, prior to placing 2-inch HMAC Type "D" surface course.
The void created by removing the existing brick base shall be filled to the proper grade, with PAY
ITEM NO.23 — HMAC Level Up, before placing 2-inch HMAC Type "D" surface course.
For wedge milling, the measurement for estimating the removal and disposal of the existing brick
_. material shall be a width of 5-feet, a length of curb and gutter and a depth of 3-inches. For surface
milling, the measurement for estimating the removal and disposal of the existing brick material
shall be the surface area and the depth of 3-inches. These measurements shall be under City
standard specifications Item No. 106 " Unclassified Street Excavation ".
All applicable provisions of Item No. 106 "Unclassified Street Excavation" shall apply; work shall be
paid per cubic yard.
PAY -ITEM NO.21 — Crushed Limestone:
This item shall be used to repair the failed base material in areas exceed 8-inch deep as directed by
the Engineer. The material shall be graded crushed stone.
All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges", Item No. 247 "Flexible Base", shall govern this item.
The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
PAY ITEM NO.22 — Asphalt Pavement and Base Renair:
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
y 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
SP-36
' 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.
4W
After satisfactory completion of removal as outlined above, the contractor shall place the permanent
pavement patch, with Type "D" surface mix (PG 64-22). This item will always be used even if no
base improvements are required. The proposed H.M.A.C. repair shall match the existing pavement
section or the depth of the failed material, whichever is greater. However, the patch thickness shall
be a minimum of 2-inches. Generally the existing H.M.A.C. pavement thickness will not exceed 8
inch. Before the patch layers are applied, any loose material, mud and/or water shall be removed. A
liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts
shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall
be to standard densities of the City of Fort Worth, made in preparation to accept the recycling
process.
All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat"
(referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) shall govern work.
The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment
and incidentals necessary to complete the work.
PAY ITEM NO.23 — B MAC Pavement Level UD:
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.
SP-37
The unit price bid per ton shall be full compensation for all materials, labor, placing, equipment,
cleaning and incidentals necessary to complete the work.
PAY -ITEM NO.24 — Pavement Wedge Milling 2-Inch to 0-Inch Depth, 5.0 Ft Wide
1. Description
This item shall consist of milling the existing pavement from the lip of gutter at a depth of 2-
inch and transitioning to match the existing pavement (0-inch cut) at a minimum width of 5-
feet. The existing pavement to be milled will either be asphalt, concrete, or brick pavement. The
milled surface shall provide a uniform surface free from gouges, ridges, oil film, and other
imperfections of workmanship and shall have a uniform textured appearance. In all situations
where the existing H.M.A.C. surface contacts the curb face, the wedge milling shall include the
removal of the existing asphalt covering the gutter up to and along the face of curb.
If the existing base is brick and cannot be wedge milled, then the existing brick base, of 5-foot
in width, shall be removed under PAY -ITEM NO. 20 — Unclassified Street Excavation and
replaced under PAY -ITEM NO. 23 — HMAC Level Up — Install, prior to placing H.M.A.C.
surface course. See PAY -ITEM NO. 20 —Unclassified Street Excavation, for further
description of work.
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the
completion of the curb and gutter. If the contractor fails to complete the work within fourteen
(14) calendar days, a $100 dollar liquidated damage will be assessed per block per day.
The wedge milling operations for this project will be performed in a continuous manner along
both sides of the street. Details of milling locations are at the back of this document. Contractor
is required to begin the overlay, within seven (7) calendar days from the date of the wedge
milling completion of any one street. Should the contractor fail to meet this condition, the
- wedge milling operations of new streets will be shut down, and liquidated damage of $500.00
per day per street will be assessed until all wedge milled streets are overlayed. The overlay,
once begun on a street shall continue uninterrupted until complete.
The Contractor shall haul -off the removed material to a suitable dumpsite.
2. Eauinment
SP-38
The equipment for removing the pavement surface shall be a power operated milling machine
or other equal or better mechanical means capable of removing, in either one pass or two
passes, the necessary pavement thickness in a five-foot minimum width. The equipment shall be
self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and
slope.
The machine shall be equipped with an integral loading and reclaiming means to immediately
remove material being cut from the surface of the roadway and discharge the cuttings into a
truck, all in one operation. Adequate back-up equipment (mechanical street sweepers, loaders,
water truck, etc.) and personnel will also be provided to keep flying dust to a minimum and to
insure that all cuttings are removed from street surface daily. Stockpiling of planed material
will not be permitted on the project site unless designated by the Engineer. The machine shall
be equipped with means to control dust created by the cutting action and shall have a manual
system providing for uniformly varying the depth of cut while the machine is in motion thereby
making it possible to cut flush to all inlets, manholes, or other obstructions within the paved
area. The speed of the machine shall be variable in order to leave the desired grid pattern
specified under Surface Texture.
w
The unit price bid per linear feet shall be full compensation for all labor, material, equipment,
tools, and incidentals necessary to complete the work.
PAY -ITEM NO.25 — Butt Joint Milling;
Description:
No
This item requires the contractor to mill "butt joints" into the existing surface, in association with the
wedge milling operation (PAY ITEM NO. 24) to the depth and at locations as described below. The
— butt joint will provide a full width transition section, whereby the new overlay shall maintain
constant depth at the point the new overlay is terminated and the new surface elevation matches the
— existing pavement. The construction activities, performance standards and equipment needed for the
butt joints milling operations shall be governed by the special provisions of PAY -ITEM NO. 24 — 2-
Inch to 0-Inch Pavement Wedge Milling Depth 5-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:
SP-39
Prior to the milling of the butt joints, the contractor shall consult with the construction Engineer for
proper location of these joints and verify that the selected limits of the projects street are correct.
The general locations for butt joints are at all beginning and ending points of streets listed in the
project and as more graphically detailed at the back of this specification book. The joints are also
required on both sides of all railroad tracks and concrete valley gutters, bridge decks and culverts and
all other items which transverse the street and end the continuity of the asphalt surface. Each butt
joint shall be 20-feet long and milled out across the full width of the street section to a tapered depth
of 2 inch. This milled area shall be tapered within the 20-feet to a depth from 0-nch to 2-inch at a
line adjacent to the beginning and ending points or intermediate transverse items. This butt joint -
when overlayed - will consist of an asphalt section that will transition the new overlay to match the
existing pavement elevation.
The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a smooth ride
over the bump.
Measurement and Payment:
Butt joints as prescribed above will be measured by the unit of each butt joint milled. The disposal
of excess material involved will not be measured for payment.
Each butt joint -milled, measured as above, complete -in place -in accordance with these specifications,
will be paid for at the unit price shown in the proposal for 'Butt Joints". The unit price bid per each
shall be full compensation for all milling, including material haul -off, tools, labor, equipment and
incidentals necessary to complete the required work.
PAY ITEM NO.26 — 2-Inch Surface Milling:
This item shall consist of milling the existing pavement at a depth of 2-inch. All applicable
provisions of PAY ITEM NO.24 — 2-Inch to 0-Inch Wedge Milling Depth, 5-Ft Wide shall apply.
If the existing base is brick and cannot be surfaced milled, then the existing brick base shall be
removed, under PAY ITEM NO. 20 .. Unclassified Street Excavation and replaced under PAY
ITEM NO. 24 — HMAC Level Up, prior to placing H.M.A.C. surface course. See PAY ITEM NO.
20 — Unclassified Street Excavation, for further description of work.
SP-40
The unit price bid per square yard shall be full compensation for all materials, labor, equipment
and incidentals necessary to complete the work.
PAY ITEM NO.27 — Crack Sealing of Existing Pavement:
After completion of wedge milling of those streets designated as Mill Overlay (MOL) on the street
list in the back of this contract document book, the Contractor shall seal existing cracks'/4 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
Im 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.
L-i
The unit price bid per linear foot shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the work.
PAY -ITEM NO.28 — 2-Inch HMAC Surface Course Tvne "D" Mix:
All applicable provisions of TxDOT s "Standard Specifications for Construction and Maintenance of
_ Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310
"Prime Coat" (referenced), and 340 "Dense --Graded Hot -Mix Asphalt (Method)" (referenced) shall
govern work.
The following amendments to the above TxDOT's specifications shall govern, take precedence
and shall include:
Item No. 340 "Dense --Graded Hot -Mix Asphalt (Method)" (referenced):
• Under Item 340.2. Materials. A. Aggregates:
T The surface aggregate classification (SAC) shall be Class B.
n The Contractor shall perform the Los Angeles abrasion, magnesium sulfate soundness,
Micro-Deval and all other aggregate quality tests listed in Table 1.
SP-41
1W
2. RAP will not be allowed, for use, in surface course Type "D" mix.
• Under Item 340.2, Materials, D. Asphalt Binder:
Furnish performance -graded PG 64-22 for H.M.A.C. surface course, level up and
�- pavement/base repair or replacement.
• Under Item 340.4, Construction,
r 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.
w 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 I 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.
SP-42
The Engineer may verify the mixture design at optimum asphalt content.
• Under Item 340.4, Construction, B. Job -Mix Formula Annroval:
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.
aw
■ Under Item 340.6 Pavment:
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)".
s
PAY ITEM NO.29 — Remove and Replace 30-Ft HMAC Speed Cushion w/stripping
PAY ITEM NO.30 — Remove and Replace 40-Ft HMAC Speed Cushion w/stripping
Pay items No. 29 and No 30, shall include the removal of existing Speed Cushions, and installing
new standard H.M.A.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 speed cushion's 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:
SP-43
1. Speed Cushions
The speed cushions shall consist of H.M.A.C. Type "D" surface course (PG 64-22) with tack coat
(SS-1) and compacted with vibratory hand roller. All applicable provisions of TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges"
4 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
a 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
y 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
i
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.
..o
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,
w 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.31 — Water Valve Box Adiustment With Steel Riser:
This item shall include adjusting the tops of existing water valve with steel riser manufactured by
American Highway Products or approved equal by the construction engineer to match proposed
grade, steel water valve riser shall be placed at the time of paving.
Specifications and details of steel water valve riser (included at the end of this document), and
Standard Specification Item No. 450 "Adjusting Manholes, shall apply except as herein modified.
Contractor will be responsible for adjusting water valve boxes to match new pavement grade, the
water 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
r 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
n incidentals necessary to complete the work.
PAY ITEM NO.32 — 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 onlv in case of steel rig riser CAN NOT be used as determined bv_
the Engineer.
Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for
Structures" shall apply except as herein modified.
Contractor will be responsible for adjusting water valve boxes to match new pavement grade, the
water valves themselves will be adjusted by City of Fort Worth Water Department forces.
SP-46
00
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water
valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements
for broken valve boxes. The contractor shall replace the valve boxes, which are damaged during
construction at no cost to the City. Failure of the contractor to perform this inventory will place the
total burden of replacement of any broken valve box on the contractor.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days.
Work shall be completed within seven (7) calendar days after completing the laying of proposed
H.M.A.C., and street shall be open to traffic within ten (10) calendar days. If the contractor fails to
complete the work and within seven (7) calendar days, a $100 dollar liquidated damage will be
assessed per each water valve box per day.
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing
Valves. The Engineer will field verify this inventory and provide the Contractor replacements for
broken valve covers. The contractor shall replace the valve 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.
The pre bid unit price per each will be full compensation for all labor, materials, equipment, tools,
and incidentals necessary to complete the work.
PAY ITEM NO.33 — Water Meter Box 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. 34 — Manhole Adiustment With Steel Riser:
SP-47
s
w
This item shall include adjusting the tops of existing manhole with steel riser manufactured by
American Highway Products or approved equal by the construction engineer to match proposed
grade, the steel manhole riser shall be placed at the time of paving.
Specifications and details of steel manhole riser (included at the end of this document), and Standard
Specification Item No. 450 "Adjusting Manholes, shall apply except as herein modified.
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing
manholes. The Engineer will field verify this inventory and 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. 35 — Manhole Adiustment With Concrete Collar:
This item shall include adjusting the tops of existing manhole with concrete collar to match proposed
grade as shown on the detail at the back of this document or as directed by the Engineer.
The concrete collar will be used only in case of steel rig riser CAN NOT be used as determined by
the Engineer.
Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for
Structures" shall apply except as herein modified.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days.
SP-48
Work shall be completed within seven (7) calendar days after completing the laying of proposed
H.M.A.C., and street shall be open to traffic within ten (10) calendar days. If the contractor fails to
complete the work and within seven (7) calendar days, a $100 dollar liquidated damage will be
assessed per each water valve box 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.36 — Painting House Curb Address:
This item shall include painting of house addresses on curb or driveway radiuses that are removed
and replaced in this contract
1" ■ All materials shall be of recent product, and suitable for its intended purpose.
..
■ Surface preparation and application shall be in strict compliance with manufacturer's
recommendations.
■ The paint shall NOT be applied; if the new concrete curb has aged less than a minimum of 28
days, and if weather condition may harm or damage the finish surface.
■ The background paint shall be equal to or exceed #5160 White Latex Striping paint
manufactured by Kwal Paint or approved equal.
SP-49
■ The letters paint shall be equal to or exceed #6306 Black Latex Exterior paint manufactured by
Kwal Paint or approved equal.
-' The minimum size for the background shall be 6" high x 16" long, and the minimum size for the
letters shall be 4" high.
The unit price bid per each will be full compensation for all labor, material, tools, and incidentals
necessary to complete the work.
PAY ITEM NO.37 — Grass Sod Replacement:
This pay item shall consist of the replacements of a like grass sod that was removed under this
contract due to the removal and replacement of driveways, wheelchair ramps, and curb and gutters as
determined by the Engineer. All materials shall be of recent production, and suitable for there
intended purpose.
Sod Products Specifications:
■ Sod shall consist of live and growing grass.
■ Grass shall have a healthy, virile root system of dense, thickly matted roots throughout an
approximately one- (1) inch minimum thickness of native soil attached to the roots.
■ Sod will be free from obnoxious weeds or other grasses and be free from any deleterious matter
that might the growth of the grass.
■ Sod material must be kept moist from the time it is dug until planted.
Sod Installation Specifications:
■ The area to be sodded shall be determined by the City.
■ The sodded area shall be smoothed down.
■ The sodded area shall be thoroughly watered immediately after it is planted.
The unit price bid per square yard will be full compensation for all labor, material, tools, and
incidentals necessary to complete the work.
PAY -ITEM NO.38 — Re -Mobilizations:
�.. This item shall compensate the Contractor to remobilize personnel, equipment, supplies, and
material to perform additional work as directed by the Engineer. Remobilization will be
SP-50
am
25 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.
W_
END OF SECTION
�` SP-51
NOTE: THiS SPECIFICATION HAS BEEN MODIFIED TO DELETE NOW
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,OQ0 psi at 28 days; unless shown otherwise in the contract
documents.
Use Class A concrete for curbs that are placed separately from the pavement.
Provide concrete that is workable and cohesive, possesses satisfactory finishing
qualities, and conforms to the mbc 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-plece tie bars as shown on the plans: Provld'e multiple -piece tie
bars composed of 2 pieces of deformed reinforcing steel with a coupling capable
of developing a minimum tensile strength of 125% of the design yield strength of
the deformed steel when tensiie-tested in'the assembled configuration. Provide a
minimum length of 33 diameters of the deformed steel in each piece.
C. Curing Materials. Provide Type 2 membrane curing compound conforming to
DMS-4650, 'Portland Cement Concrete Curing Materials and Evaporation
Retardants!
D. Epoxy. Provide Type III epoxy in accordance with DMS-6100, 'Epoxies and
Adhesives,' for installing all drilled -in reinforcing steel.
E. Evaporation Retardant. Provide evaporation retardant conforming to DMS-4650,
`Portland Cement Concrete Curing Materials and Evaporation Retardants.'
F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint -sealant materials and
fillers unless otherwise shown on the plans or approved and other sealant materials
of the size, shape, and type shown on the plans in accordance with DMS-6310,
'Joint Sealants and Fillers.'
300.3. Equipment. Furnish and maintain all equipment in good working condition. Use
measuring, mixing, and delivery equipment conforming to the requirements of item 421,
'Portland Cement Concrete.' Obtain approval for other equipment used.
C P- k
L
A. Placing, Consolidating, and Finishing Equipment. Provide approved self-
propelled paving equipment that uniformly distributes the concrete with minimal
segregation and provides a smooth machine -finished consolidated concrete
pavement conforming to plan line and grade. Provide an approved automatic grade
control system on slip -forming equipment. Provide approved mechanically operated
finishing floats capable of producing a uniformly smooth pavement surface. Provide
equipment capable of providing a fine, light water fog mist
Provide mechanically operated vibratory equipment capable of adequately
Wr consolidating the concrete. Provide immersion vibrators on the paving equipment at
sufficiently close intervals to provide uniform vibration and consolidation of the
concrete over the entire width and depth of the pavement and in accordance with the
manufacturer's recommendations. Provide immersion vibrator units that operate at a
frequency In air of at least 8,000 cycles per minute. Provide enough hand -operated
immersion vibrators for timely and proper consolidation of the concrete along forms,
at joints and in areas not covered by other vibratory equipment. Surface vibrators
may be used to supplement equipment -mounted immersion vibrators. Provide
tachometers to verify the proper operation of all vibrators.
For small or irregular areas or when approved, the paving equipment described in
this Section is not required.
B. Forming Equipment.
1. Pavement Forms. Provide metal or wood side forms of sufficient cross-section,
strength, and rigidity to support the paving equipment and resist the Impact and
vibration of the operation without visible springing or settlement. Use forms that
are free from detrimental kinks, bends, or warps that could affect ride quality or
alignment. Provide flexible or curved metal or wood forms for curves of 100-ft.
radius or less.
.2. Curb Forms. Provide curb forms for separately placed curbs that are not
slipformed that conform to the requirements of item 529, 'Concrete Curb, Gutter,
and Combined Curb and Gutter."
C. Reinforcing Steel Inserting Equipment Provide inserting equipment that
accurately inserts and positions reinforcing steel in the plastic concrete parallel to the
profile grade and horizontal alignment in accordance to plan details.
D. Texturing Equipment.
1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable
support system. Provide a single piece of carpet of sufficient transverse length to
span the full width of the pavement being placed and adjustable so that a
sufficient longitudinal length of carpet is in contact with the concrete being placed
to produce the desired texture. Obtain approval to vary the length 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 518 in. to
1 in:, a minimum weight of 70 oz. per square yard, and a strong, durable, rot -
resistant backing material bonded to the facing.
2. Tining Equipment. Provide a self-propelled transverse metal tine device
equipped with 4-in. to 6-1n. 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
tining equipment that produces an equivalent texture may be used only on small
or irregularly shaped areas or, when permitted, in emergencies due to equipment
breakdown.
C-1?-2
E. Curing Equipment. Provide a self-propelled machine for applying membrane curing
compound using mechanically pressurized spraying equipment with atomizing
nozzles. Provide equipment and controls that maintain the required uniform rate of
application over the entire paving area. Provide curing equipment that is independent
of all other equipment when production rates are such that the first application of
membrane curing compound cannot be accomplished immediately after texturing
and after free moisture has disappeared. Hand -operated pressurized spraying
equipment with atomizing nozzles may only be used on 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
conformitywith 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 seal joints in accordance with
Item 438, 'Cleaning and Sealing Joints and Cracks (Rigid Pavement and Bridge
Decks).' Repair excessive spalling of the joint saw groove using an approved
method before installing the sealant Seal all joints before opening the pavement to
all traffic. When placing of concrete is stopped, install a rigid transverse bulkhead,
accurately notched for the reinforcing steel and shaped accurately to the cross-
section of the pavement.
1. Placing Reinforcement at Joints. Where the plans require an assembly of parts
at pavement joints, complete and place the assembly at the required location and
elevation with all parts rigidly secured in the required position. Accurately notch
joint materials for the reinforcing steel.
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 into the plastic
concrete pavement as shown on the plans unless otherwise approved. Form or
saw the weakened plane joint across the full width of concrete pavement and
through the monolithic curbs.
C. Placing and Removing Forms. Use clean and oiled forms. Secure forms on a base
or firm subgrade that is accurately graded and that provides stable support without
deflection and movement by form riding equipment. Pin every form at least at the
middle and near each end. Tghtly join and key form sections together to prevent
relative displacement
Set side forms far enough in advance of concrete placement to permit inspection.
Check conformity of the grade, alignment, and stability of forms immediately before
placing concrete, and make all necessary corrections. Use a straightedge or other
approved method to test the top of forms to ensure that the ride quality requirements
for the completed pavement will be met. Stop paving operations if forms settle or
deflect more than 1/8 In. under finishing operations. Reset forms to line and grade,
and refinish the concrete surface to'correct grade.
Avoid damage to the edge of the pavement when removing forms. Repair damage
resulting from form removal and honeycombed areas with a mortar mbc 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 pavement thickness.
Promptly repair the form trench after use. Use flexible or curved wood or metal forms
for curves of 100-ft. radius or less.
D. Concrete Delivery. Clean delivery equipment as necessary to prevent accumulation
of bid concrete before loading fresh concrete. Use agitated delivery equipment for
concrete designed to have a slump of more than 5 in. Segregated concrete is subject
to rejection. Place agitated concrete within 60 min. after batching. Place non -agitated
concrete within 45 min. after batching. in hot weather or under conditions causing
quick setting of the concrete, times may be reduced by the Engineer. Time limitations
may be extended if the Contractor can demonstrate that the concrete can be
properly placed, consolidated, and finished without the use of additional water.
E. Concrete Placement Do not allow the pavement edge to deviate from the
established paving line by more than 1/2 in. at any point. Place the concrete as. -near
as possible to its final location, and minimize segregation and rehandling. Where ;
hand spreading is necessary, distribute concrete using shovels. Do not use rakes or
vibrators to distribute concrete.
1. Pavement. Consolidate all concrete by approved mechanical vibrators operated
on the front of the paving equipment. Use immersion -type vibrators that
simultaneously consolidate the full width of the placement when machine
finishing. Keep vibrators from dislodging reinforcement. Use hand -operated
w
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 40°F
and falling unless approved. Concrete may be placed when the ambient
temperature in the shade is above 35°F and rising or above 40°F. 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
am and grade without surface voids. Use float equipment for final finishing. Use concrete
with a consistency that allows completion of all finishing operations without addition
of water to the surface. Use the minimal amount of water fog mist necessary to
maintain a moist surface. Reduce fogging if float or straightedge operations result in
excess slurry.
1. Finished Surface. Perform sufficient checks with long -handled 1Q-ft. and 15-ft
straightedges on the plastic concrete to ensure that the final surface Is'within the
tolerances specified in the contract documents. Check with the stralghtedge
parallel to the centerline.
2. Maintenance of Surface Moisture. Prevent surface drying of the pavement
before application of the curing system. Accomplish this by fog applicabons of
evaporation retardant on the pavement surface. Apply evaporation retardanfat .
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.
3. Surface Texturing. Perform surface texturing using a combination of a carpet
drag and metal tining, 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 1/12 in. wide.
Do not overlap a previously tined area. Use manual methods for achieving similar
results on ramps and other irregular sections of pavements. 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.
S. Emergency Procedures. Use hand -operated equipment for applying taxture,
evaporation retardant, and cure in the event of equipment breakdown.
G. Curing. Keep the concrete pavement stuface 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 for at least 3
curing days. A curing day is defrted as a 24-hr. period when either the temperature
taken in the shade away from artificial heat is above 50°F for at least 19 hr. or when
the surface temperatureof the concmW is maintained above 40OF for 24 hr. Curing
begins when dw concrete curing system has been applied. Stop concrete paving if
curing compound is not being applied promptly and maintained adequately. Other
methods of curing in accordance with Item 420. 'Concrete Struchmn,' may be used
when specified or approved.
1. Membrane Curing. After texhuitrq and immediately after the free surface
moisture has disappeared, spray the concrete surface uniformly with 2 coats of
membrane curing compound at an individual application ral a of not more than
180 sq. ft. per gallon. Apply the first coat within 10 min. after completing texturing
operWons. Apply the second coat within 30 min. after eompkGng texturing
operations.
Before and during application, maintain curing compounds In a uniformly agitated
condition, free of settlement Do not thin or dilute the curling compound.
Where the coating shows discontinuities or other defects or If rain falls on the
n&&iy coated surface before the film has dried enough to resist damage, apply
additional compound at the some rate of coverage to correct the damage. Fnsum
that the curing compound eoads the sides of the tieing grooves.
H. Sawing Joints. Saw joints to the depth shown on the plans as soon as sawing can
be accoornpllshed without damage to the pavement regardless of time of day or
weather oonditions. Some minor raveling of the saw cut is acceptable. Use a chalk
line, string line, sawing template, or other approved method to provide a true joint
alignment Provide enough saws to metbh the paving production rate to ensure
sawing completion at the earliest possible time to avoid uncontrolled cracidng.
Reduce paving production N necessary to ensure timely sawing of jourte. Promptly
restore membrane cure damaged within the first 72 hr. of curing.
1. Protection of iavement and Opening to Trek. Testing for early opening is the
responsibility of the Contractor regandless of job -control testing responsibilities
unless otherwise shown in the plans or dfrected. Testing result interpretation for
opening to traffic is subject to the approval of the Engineer,
1. Protection of Pavement Erect and maintain barricades and other standard and
approved devices that will exclude all vehicles and equipment from the newly
placed pavement for the periods specified. Before opening to traffic, protect the
pavement from damage due to crossings using approved methods. Maintain an
adequate supply of sheeting or other material to cover and protect fresh c:onaete
surface from weather damage. Apply as needed to protect the pavement surface
from weather.
2. Opening Pavement to Traffic. Before opening to traffic, dean pavement, place
stable material against the pavement edges, seal joints, and perform all other
traffic safety related work.
cP-6
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 Hot Mix Asphaltic Concrete Surface Overlav 2009-10 at
Twentv-Three Locations and City of Fort Worth Project No.C293-541200-
208620133783.
CONTRACTOR:
JLB CONTRACTING, LLC
Name:
111— We 71 ► 1cSI -Vi
Title:
►. i
Date: 9•z-�
STATE OF TEXAS §
COUNTY OF TARRANT §
Before me, the undelmigned 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 he executed the same as the act and deed of
JLB CONTRACTING. LLC
for the purposes and consideration therein expressed and in the capacity therein stated.
Given Under My Hand and Seal of Office this o&D day of .�F, f�T: 20_1.
otary;public in and f r the State of
Texas
NOTARY PUWX
Vt OF 7wm
M' COW VP 3-14-WS
EOUIPMENT 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
Bond Bond
Name and Address of
Surety
Bond# 72389
PERFORMANCE BOND
• THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) JLB Contractina. LLC as Principal herein, and (2)
Westfield Insurance Companv , a corporation organized
under the laws of the State of (3) Ohio and who is authorized to issue
" surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the
City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,
Texas, Obligee herein, in the sum of Seven Hundred Sixty Thousand, One Hundred
Ten Dollars and Fiftv Cents Dollars ($760,110.50) for the payment of which sum we
bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and
severally, firmly by these presents.
WHEREAS, Principal has entered into a certain written contract with the Obligee
dated the 218t day of July , 2009, a copy of which is attached hereto and
made a part hereof for all purposes, for the construction of Hot Mix Asphaltic
Concrete Surface Overlav 2009-10 at Twenty -Three Locations TPW Proiect No.
C293-541200-208620133783.
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 21st day of July , 2009.
Bond# 72389
ATTEST:
( rin pal) Secreta
(SEAQ
i s as to Prinicipal
ATTEST:
Secretary,
(S E A L)
JLB CONTRACTING, LLC
PRINCIPAL
13,9 ✓
Name: James G. Humphrev
Title: President
Address: P.O. Box 24131
Fort Worth, Texas 76124
WESTFIELD INSURANCE COMPANY
SURETY
By:
Name. We W. Sweenev
Attorney in Fact
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Wit, ess as to Surety Jennifer R. Marsh Telephone Number: 972-516-2600
w
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# 72389
PAYMENT BOND
�r THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) JLB Contractina, LLC , as Principal herein, and
(2) Westfield Insurance Companv 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 Sixty,
Thousand. One Hundred Ten Dollars and Fiftv Cents Dollars ($760,110.50) for the
payment whereof, the said Principal and Surety bind themselves and their heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the Principal has entered into a certain written contract with the
Obligee dated the 21st day of July , 2009, which contract is hereby referred to
and made a part hereof as if fully and to the same extent as if copied at length, for the
following project: Hot Mix Asphaltic Concrete Surface Overlav 2009-10 at Twenty -
Three Locations TPW Proiect No. C293-541200-208620133783.
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 21't day of July , 2009.
Bond# 72389
ATTEST-
i
rinci�, Secretary
(S E A L)
it&s as to
ATTEST:
Secretary
(S E A L)
JLB CONTRACTING, LLC.
PRINCIPAL
(/
Name: James G. Humphrev
Title: President
Address: P.O. Box 24131
Fort Worth, Texas 76124
WESTFIELD INSURANCE COMPANY
SURETY '
By:
Name: I K e W. Sweenev
Attorney in Fact
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Wit ess as to,Surety Jennifer R. Marsh Telephone Number: 972-516-2600
IL
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.
me
MAINTENANCE BOND
Bond# 72389
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL BY THESE PRESENTS:
That JLB Contracting. LLC
Westfield Insurance Companv
("Contractor"), as principal, and,
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 Sixtv Thousand, One Hundred
Ten Dollars and Fiftv Cents Dollars ($760,110.50), lawful money of the United States, for payment of
which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby
bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally.
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 21st of July , 2009, a copy of which is hereto attached and made a part hereof, for the
performance of the following described public improvements: Hot Mix Asphaltic Concrete Surface
Overlav 2009-10 at Twentv-Three Locations the same being referred to herein and in said contract as the
, Work and being designated as project number(s) TPW Proiect No. C293-541200-208620133783 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 Transportation and
Public Works, it be necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or
reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be
null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and
Bond# 72389
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 21at day of Julv , 2009.
ATTEST:
inci I) Secretary
as
ATTEST:
IL
Secretary
JLB CONTRACTING. LLC
PRINCIPAL
Name: James G. Humghrev
Title: President
Address: P.O. Box 24131
Fort Worth, Texas 76124
WESTFIELD INSURANCE COMPANY
SURETY
By: Mw
Name:nev
Attorney in Fact
(S E A L) Address: 555 Republic Drive. Suite 450
Plano. Texas 75074
Witn s as to S ty Jennifer R. Marsh 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.
..
s
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance at:
P.O. Box 149104
Austin, Texas 78714-9104
Fax # (512) 475-1771
PREMIUM OR CLAIM DISPUTES
The address of the surety company making this bond to which any notice of
claim should be sent may be obtained by calling the Texas Department of
Insurance at the above number.
Should you have a dispute concerning your premium or about a claim, you
should contact the agent or the company first. If the dispute is not resolved, you
may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND
This notice is for information only and does not become a part or condition of the
attached document. This notice is given to comply with Section 2253.048, Texas
Government Code and Section 53.202, Texas Property Code effective September
1, 2001.
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME
POWER # AND ISSUED PRIOR TO 08/13/08, FOR ANY PERSON OR PERSONS NAMED BELOW.
General
Power
of Attorney
POWER NO. 4220052 06
Westfield Insurance Co.
Westfield National Insurance Co.
low 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, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, 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-Fad to represent and act for
and on behalf of the Company subject to the following provisions:
The Attorney -in -Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary.'
"Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting
held on February 8, 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 13th day of
AUGUST A.D., 2008 .
Corporate ,xw....»y»... ............... ••.,
Seals r'•�a%9RAaC ,••'�P��n"FlL �Ns'• .ngg�1NSt'J WESTFIELD INSURANCE COMPANY
Affixed
° .a�. •'• n` =p: ••Gp '';� WESTFIELD NATIONAL INSURANCE COMPANY
¢a �:, 9z:,L��TEREO?�3 OHIO FARMERS INSURANCE COMPANY
►-_ SL.•o _�: SEAL = :�_ _
44.
a n; :rn_ O: :ate �9
raft
State of Ohio "' ••••••
By:
County of Medina ss.: Richard L. Kinnaird, Jr., Senior Executive
On this 13th day of AUGUST A.D., 2008 , 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 ....•..•.»,,,
Seal "�k\ A L
Affixed ,gyp -• • • S '
•
p.
" William J. Kahelin, A rney at Law, Notary Public
State of Ohio N {o My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
County of Medina ss.:
rEoFo
.......
I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are
in full force and effect.
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Cent"3r, lZbie, this '2 day of
July �MA.D;.;009 = - --
40
`•.� 19z .e��NURTERfp.�3 f r_
SEAL�:, SEAL
:;:• i w
Frank A. Carrino, ecret �•� °"� se
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 21St day of July , 20 09 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, LLC, HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
That for and in consideration of the payments and agreements hereinafter mentioned to be
made and performed by the Owner, and under the conditions expressed in the bond bearing even date
herewith, the said Contractor hereby agrees with the said Owner to commence and complete the
construction of certain improvements described as follows:
HOT MIX ASPHALTIC CONCRETE SURFACE OVERLAY 2009-10
AT TWENTY-THREE LOCATIONS
Designated as project number: C293-541200-208620133783 .
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.
0
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.
3
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 180 (One Hundred Eiqhtv) working days.
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in the
General Conditions, there shall be deducted from any monies due or which may thereafter become due
him, the sum of $ 315.00 per calendar day, not as a penalty but as liquidated damages, the
Contractor and his Surety shall be liable to the Owner for such deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
Specifications, and Contract Documents, then the Owner shall have the right to either demand the
surety to take over the work and complete the same in accordance 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.
A
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 anv such iniurv, damage or death is caused, in whole or in part, by the
negliqence or alleged negliqence of Owner, its officers, servants, or emplovees. Contractor
likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and
all injuries to Owner's officers, servants and employees and any damage, loss or destruction to
property of the Owner arising from the performance of any of the terms and conditions of this
Contract, whether or not anv such iniury or damage is caused in whole or in part by the
negliqence or alleged negliqence of Owner, its officers, servants or emp/ovees.
In the event Owner receives a written claim for damages against the Contractor or its subcontractors
prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner
C-2
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or
(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been
referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work
performed under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Texas Government Code Section 2253, as amended, in the form included in the Contract
Documents, and such bonds shall be 100 percent (100%) of the total contract price, and the said surety
shall be a surety company duly and legally authorized to do business in the State of Texas, and
acceptable to the City Council of the City of Fort Worth.
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 SIXTY THOUSAND, ONE HUNDRED TEN DOLLARS
AND FIFTY CENTS
$760.110.50
R)
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.
C-3
Ak
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.
CA
Done in Fort Worth, Texas, this the 21s' day of July , 2009
mw
APPROVED:
� �1
DIRECTO , TRAN RT ON AND N
PUBLIC WORKS DEPARTMENT
JLB CONTRACTING, LLC
(Contractor)
BY:
a (Representative)
J3m4 es'G, Humphrey, P00nt of
JL8 COMMON, LLU
(Address)
.. Fo,e r GUO,4eT1l� r)( 7& /2,'41
(City/State/Zip)
i
Revised June 2008
CITY OF FORT WORTH
4�
ASSISTANT CITY MANAGER
ATTEST:
( CITY SECREIRY
(SEAL)
L—a) t I ;):
Contt Authorizatioa
1�a-a I ng
Date
APPROVED AS TO FORM &
LEGALITY:
AkSISWNT CITY ATTORNEY
OFFICI IpLRpCORD�
CITY SECRETARY
II FT. WORTH, TX
Project Name:
City Project Number:
Street Maintenance Work Notice
As a part of the City of Fort Worth's street Maintenance Program,
has been contracted to repair your street. During the maintenance work, there will be a
brief time that you may not have access to your residence or business. On the day
specified below, vehicles can not be parked on the street. Also, please turn off your
sprinkler adjacent to the street.
If you have any questions or concerns, please contact contractor
at
If we are not able to resolve your concerns to your satisfaction, you may contact City of
Fort Worth Inspector at Monday — Friday
between 7:30 AM and 4:30 PM
After 4:30 PM and on weekends, call (817)392-8100
Expected Construction dates
Block Limits Street Name Project Limits (Weather Permitting)
1 100-1200 Brown street Yates Ave to Keller Springs Pkwy From 5/5/08 to 5/29/08
s
Nombre del proyecto:
Numero del proyecto:
J 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 dial
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 preocupacion, por favor Name al contratista al
Si no resuelve su preocupacidn a su satisfaccidn, puede tambidn llamar a la Oficina de
inspeccion de la Ciudad de Fort Worth al , de lunes a viemes
entre las 7:30 AM y 4:30 PM
Despuds de las 4:30 PM o en los fines de semana ]lame al (817) 392-8100
Limites
Nombre
limites
Fechas de construccibn
de la cuadra
de la Calle
de proyecto
permitiendo el estado de tiempo
1 100-1200
Brown Street
Yates Ave a Keller Springs Pkwy
de 5/5/08 a 5/29/08
...
PROJECT DESIGNATION SIGN
1 _ O 1 1
FoRT WORT H.-� PMS 288
s
11'/4 „
s PMS 167
1►
3„
3��8 1 FU.-ET MAINTENANCE
311I PROGRAM
O 1 3"
1
N1
t 11/211 = Contractor: ' ,
„Contractor'sName /2
21/2i
/2
11/211
TELEPHONE NUMBER
..
16'/2 „
FORT WORTH IN LOGO-
CHEL TINGHAM BOLD
ALL OTHER LETTERING IN ARIAL BOLD
LOGO COLORS
FORT WORTH - PMS 288
LONGHORN LOGO- PMS 167
I 4 I
LEGEND
H.M;A.C. REHABILITATION
Mi 11 11 eq WEOGEMILLING
'-` (RECYCLE /'OVERLAY ONLY)
0
- - — Z0/1
.
BUTT JOINT
STREET BEGIN OR
END POINT.
REGARDLESS OF
a THE INTERSECTING
z STREETS ANGLE.
0
_ NOTE: BUTT JOINTS NOT
REQUIRED WITH ,
0 REMIXING PROCESS.
0-1
TYPICAL REVISED:
LAYOUT. FOR RECYCLING ACTIVITES AILV.N0. aAir [:
1 1990
UNLESS NOTED OTHERWISE IN STREET SCHEDULE `
� f -
i
BUT T
JOINT
NOTE .(I)AN ATTEMPT HAS BEEN MADE. TO DETAIL
AS MANY STD. FIELD SITUATIONS AS
POSSIBLE HOWEVER, THE CONTRACTOR
MIGHT HAVE TO OVERLAP PARTS OF
THESE DETAILS TO CONFIGURE A
LAYOUT THAT BEST APPLIES TO A
PARTICULAR SITUATION
(2) BUTT JOINTS NOT REOUIREO WITH
REMIXING PROCESS.
LEGEND
H.M.A.C. REHABILITATION
WEDOEMILLINO
( RECYCLE / OVERLAY
ONLY)
_.__.
�� .� _ �_ i �Il�•-+_ i �.•�i 'a a _� : Big + In
_ 11
MEDIAN MEDIAN
••' ! .ice r �.• • �r I! '= !'O i! = l�� .: fi•! �! �� er ! .�• _
STREET BEGIN OR
! '�� '! :!!! � �� �'��r ! '�• • !!. I il.a' �' ;.�! • !I� I• Irk ! �� '•��_ .\��,��! �_• i �� ! i �� r Imo/ ! ��_! �•� �•11�laI �l...
•
1 POINT
D-2
REVISED:
AtV.no. DATt:
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 AS INDICATED BY APPLICABLE
DETAIL
H.M.A.C. REHABILITATION
WEOOEMILLINO
(RECYCLE/ OVERLAY
ONLY )
o.
BUTT JOINT
STREET BEGIN OR
END POINT REGARDLESS OF THE
+� INTERSECTING STREETS ANGLE.
IN a
NOTE :II)ALL RIGHT TURN STORAGE
i LANES SHALL SE CONSIDERED
AS PART OF CONTRACT.
i •
(2) BUTT JOINTS NOT
REQUIRED WITH REMIXING
PROCESS. 0 - 3
REVISED'
i It IV. of*. DAf[
TYPICAL I 1990
LAYOUT IrOR RECYCLING ACTIVITES .
UNLESS NOTED OTHERWISE IN STREET SCHEDULE.
0
1
I
1'
f
r46
LEGEND.
H.M.A.C.REHABILITATION
r rr rr ry WEDGEMILLiNG (RECYCLE
/OVERLAY ONLY,) r
NOTE �I)IF ANY COMBINAVON Of ISLANDS
AND RIGHT TURN LANES ARE ABSENT
TURN RADIUS SHALL BE TREATED
AS STANDARD. BUTT JOINT SHALL
BE SQUARED OFF, IF NEEDED
AS A RESULT OF EXISTING CONC.
VALLEY GUTTER.
D - 4
(2) BUTT JOINTS NOT REOUIRED
WITH REMIXING PROCESS. REVISED:
TYPICALREV. me. DATE!
I 1990
LAYOUT FOR RECYCLING ACTIVITIES WHEN INTERSECTING
STREETS ARE RECYCLED SIMULTANEOUSLY
UNLESS NOTED OTHERWISE IN STREET SCHEDULE `
ATTENTION:
CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 & 60.
CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN OCTOBER 2002
PARKWAY
I
PROPERTY LINE
Y �
J
Q
W
I
FLARES AT
I
SIDEWALKS SLOPE
1 ": 1 2" MAX
(TYPICAL) • • A.
7 CURB PROPERTY LINE
►. �� A/ 4 ,
CURB FLUSH `: •yM SIDEWALK
W/GUTTER ,A.. ��/ •
e ►
\� ; ► D LEVEL LANDING
DETECTABLE WARNING
SURFACE
(2' x 4' DOME - TILES)
WHEEL CHAIR RAMP
T CITY OF FORT WORTH -CONSTRUCTION STANDAR
TYPE III
EXISTING 20' R.
EXISTING CURB SCALE 1 " = 4'
do GUTTER
I SIDEWALK RAMP WITH
I COLORED SURFACE
-- -- la" OR 24• �, BROOM FINISH
SAWCUT FOR
HMAC PVMT.
— 6"
9
L SODDING
AS REQUIRED
BACK OF
PROP. CB.
*41
y1:12 \ _ VARIABLE HEIGHT CURB
go 00 to 00
so
_e00 �o
1:12 �r +?
EXISTING CURB do CUTTER
SODDING
AS REQUIRED
— BACK OF PROP CURB
`—FACE OF r CURB
SAWCUT FOR CONCRETE PAVEMENT
ORT WORT CITY OF FORT WORTH, TEXAS DATE: 09/2004
ACCESSABILITY RAMP -
TYPE III (20' RADIUS) STR•-040
R.O.W.
s.
MONOLITHIC
.
SIDEWALK CIRB
4'
STREET CURB LINES TO BE
ExlsrlNc PARKWAY ck
1 /4" DEEP
„
4 JOINT, 4" GAP 1.
R
I
Illl till 1111 till
�4 ,
SIDEW
--`.
CURB PAY LIMIT
r
MAX- LENGTH OF SURFACE TREATMENT (GROOVE)
5'
FROM THE BACK OF CURB.
EXPANSION MATERIAL
RECESSED 1/4" AND
SEALED W/ SILICONE
(APPLICABLE TO ALL COLD
-JOINTS)
TYPICAL
RAMP X - S E CT I 0 N
NQZES
1- FOR PARKWAY WITH ELEVATION BELOW STREET
ELEVATION, THE SIDEWALK CURB MUST BE 2"
CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD
HIGHER THAN THE STREET CURB.
OC70BER,
1992, REDRAWN OCTOBER 2002
2. SIDEWALK CURB SHALL NOT ENCROACH ON THE
PROPOSED WIDTH OF THE SIDEWALK RAMP.
3. FOR TYPE I RAMP MAXIMUM SIDEWALK CURB
HEIGHT 0" TO 7".
- - - -
- CITY OF FORT WORTH, TEXAS DATE_ 09/2004
ATV
�R,T, �TVRT
ACCESSABUTY RAMP -
TYPICAL CROSS SECTION STR-031
Lavqw LwWkj�sj �T & psqmuocLdor Pub%
owm— curb pimp
pjgg""CtA.AR PUMM MMWALA UUMM MAKF
(c)
comeerm (P ) pusuc
DEW" CUPA RAMP
Fig. 59
Pubk S4wwm* CUb R—p
FORTWOUH
CITY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP -
TYPICAL CROSS SECTION
DATE: 09/2OC4
STR-034
ATTENTION:
CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 do 60.
14.2.6 Vehicular Ways and Facilities
1
(a)
Parpaidicular public sldiwalk curt ramp
In public sldawalk with parkway
ri
fi II
ia>
aw-allel public sidewalk curb ramp
In public sidewalk
FoRTWORTHI
(b) .
Parpsndkaior public sidewalk curb ramp
in public sidewalk
o
a k=
4 `I
II
(b) c`)
Combinatlon pubic sidewalk curb ramp P■rpandicular pubic sidawad7u curb ramp
In public ddewalk with parkway at projected intenectlan
• Fig. 60
Public Sidewalk Cirb Ramps at Worked Crossings
CITY OF FORT WORTH, TEXAS I D,rM 09/2004
ACCESSABILITY RAMP --
r ►—r rmr nr-% CTD_(lZ
X
Y
RUNNING RUNNING SLOP1
SLOPE
1:20 MAY 1:12 MAX COUNTER SLAPS
r r- 120 MAX
i
RM
ST
xAi.x CU" RAM7
Na'rt�
(L) Slap• a T/Z whore r le a level elope
(2) Co%=tmr dope shall not eraced 1:20
ng. 34.7.2
Heasnremeat of Curb Ramp Slop*
PLLNTMG OR OTHER
NO"LLEZG SEMFLCS
w SIDB
NOTm if X < 4a" (1Z20 sass) th■a the elope of the
flared ddeo ehall act esao•d 1:LR
.(a) tiered skies
Fig. B4.7.5
Sidez of Curb Ramps
ae MLJLL
915
(11) Returned Curb
1
Fie. B4.7.5
Built-up Curb Ramp
OCTOBn, 1992, REDRAWN OCTOBER 2002
CITY OF FORT WORTH, TEXAS
oRT Wo RUTHI ACCESSABILITY RAMP -
n a t JO CI niop nFTAII S
DATA: 09/2004
STR- 036
COLLAR CONFIGURATION COLLAR CONFIGURATION
FOR PAVED AREA IN UNPAVED AREA
4'-0" (MANHOLE)
2'-0" (WATER VALVE)
" (8) 14 BARS,
PLACED AS SHOWN. _
USE CLASS. "A" :.''�i. '' 17
(3000 LB)
CONCRETE. ��: �_• •`, :: :.; .' t:f--3', TYP.
-
LAJ
LLJ
ALLJ
PLAN VIEW
#E C #2E
3 4"
CHAMFER
GRADE RINGS 3" MIN. Np•
:a •� •' ,. '%:• •"•; ►••••...•, �*..,,::' � i � �� � GROUND
COLLAR .:' PVMT. '; -PVMT. - : ;i °' `.T'•
THICKNESS /BASE;/0,'
VARIES, 8 MIN.:.=.r.. _ ...:
RAM NECK, TYP.
•i
CASE 11
COLLAR SHALL EXTEND TO SECTION "A -A'
BOTTOM OF 2:27 CONCRETE
(REBAR REQUIRED).
CASE #2
COLLAR SHALL EXTEND 3" BELCW (MANHOLE COLLAR SHOWN)
BOTTOM OF LOWEST GRADE RING (NOT TO SCALE)
(REBAR REQUIRED).
OR,i, WOE, CITY OF FORT WORTH, TEXAS DATE: 09/2004 .
'1 MANHOLE AND. WATER VALVE
CONCRETE COLLAR - STR-028
no
no
E--j
no
M
..
i
Manhole Riser
Dia. Hole
h 302 Stainless
-11 Roll Pin
Cross Section view
�-- 10 or 12 gage G90 galvanized steel
(:D--4
�—� Height o new asphalt overlay
4
F--- 3/4" thick riser bar
Expanding Linkage
., 2 1 /4" ' 17/64" Diameter holes 6
� (_ _ f'Y•YW
3/4" O.D.
5/8" s A I /a" 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 10 gage A.I.S.. 1020 Steel (A-36)
33,000
P.S.I.
60,000 P.S.1.
i
G-90 Galvanized
I 3
Weld
651/6-70%circumference NwIded
75,000
P.S.1,
85,000 P.S.I.
4
3/4" wide Riser Bar
Hot Rolled Steel A1.S.1. 1020 (A-36)
33,000
P.S.I.
60,000 P.S.I.
5
Rod Ends
Forging AI.S.I. C-1030 Steel Heat Treated BHN 240
70,000
P.S.I.
92,000 P.S.I.
Zinc Plated with Dichromate Finish
6
Turnbuckle
AI.S.1. 1020 BHN 149
70,000
P.S.I.
80,000 P.S.I.
Zinc Plated dipped in Linebacker rust inhibitor
t Water_ Valve Riser Cross Section view
r
12 gage G90 galvanized steel
0--�� Height new asphalt overlay
r
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.I.
60,000 P.S.I.
G-90 Galvanized
2 Weld—
Lincoln Outersheild 71 Elite .045
75,000 P.S.I.
85,000 P.S.I.
3 3/8" wide D.O.M Tube
— _ _
D. O. M. Tube A.I.S.1. 1026 (A513 type 5)
72,000 P.S.I.
87,000 P.S.I. J
♦t
so
.
367
GROYND LINE I
SUITABLE
MATERIAL
TAMPED IN
LIFTS NOT
o EXCEEDINC
fp 12" LOOSE.
N_ WASHED R0�CtC+
PER ITEM 402
IL
1.5'
PIPE SHALL BE 6' PERFORATED
POLYVINYL CHLORIDE TUBING
PER ASTM D-1784 UNLESS
SPECIFIED OTHERWISE.
t.SMIN. FACE OF CURB
CURB AND
ems. GUTTER
I TOP OF CURB
12OVERLAP
FILTER FABRIC PER
r PAY ITEM NO. 115
0.3'
F
S U B 0 R A I N .
CITY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD
IDRAWING NO. S—S 11 Mop16: 1 DATE: 3-7-95
Addendum 3
BACK OF
CURB
2'
PLAN VIEW
(Vadp,sl
(Min. 30' - Max 40')
(Varies) _2' - 7.5" _ 6' - 3" _ _2' - 7.5"_
' I (TYp•) I (Tw.) I TYp .) -
12" WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
Striping and reflectors to be
install by the Contractor
T
T
Height:
TRamp Gradient:
Side Gradient:
BACK OF
CURB
i
(Varies) 2'
I
F'i f 7 E3 3 9 B a • B
12" WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
i
WHITE TYPE If 1•SIDED REFLECTORS
Overall
length Overall
Width
3-1/2 inches
8.57 in 1 (30 inches / 3-1/2 inches height) DEPARTMENT OF TRANSPORTATION
AND PUBLIC OF
3.43 in 1 (12 inches / 3-1/2 inches heigh�TRA.M.ENGINEERING ORKS OR WORTH
SPEED CUSHIONS
O,h
.�JB I January 15, 2004
irrRoYM n:
-- - -- — - -- DRAWING NOT TO SCALE
HMAC Surface Overlay (2009-10)
Blk Limits ProjectName
Street Limits
CD Map
LM Procedure
2400 - 2499 ANNGLEN DR
OLD MANSFIELD RD - GLEN GARDEN AVE
8
92A
0.5 POL
3000 - 3099 AVE A
BINKLEY ST - WESLEYAN ST
8
78K
0.15 POL
1900 - 2099 AVE E
ASH CRESCENT ST - MARTIN LUTHER KING FWY
8
77M
0.37 POL
2800 - 3099 AVE L
MC KENZIE ST - WESLEYAN ST
5
78P
0.571MOL
3100 - 3199 AVE L
WESLEYAN ST - VAUGHN BLVD
5
li 78P
0.2 MOL
3400 - 3599 AVE N
BISHOP ST - CAMPBELL ST
5
78Q
0,48 1 MOL
1223 - 12991E BROADWAY AVE
E VICKERY BLVD - VIRGINIA AVE
8
77G
0.13 POL
650 - 699 S CALHOUN ST
N CUL-DE-SAC - E CANNON ST
8
77E
0.08 MOL
1300 - 1599 COLEMAN AVE
I E ROSEDALE ST - AVE H
5
78M
0.31 MOL
1600 - 1899 EFFIE ST
CALUMET ST - WILLIE ST
I
1 5
79K
0.39 MOL
4600 - 4699 FITZHUGH AVE
S EDGEWOOD TER - STRONG AVE
5
79S
0.22 1 POL
4900 - 4999 FRESHFIELD RD
LOIS ST - VILLAGE CREEK RD
5
79X
0.19 MOL
1300 - 1399 E HUMBOLT ST
TROOST ST - E DEAD END
8
i
77L
0.09 MOL
3400 - 3499 LOIS ST
BISHOP ST - E DEAD END
5
78U
0.1 POL
4850 - 4899 LOIS ST
VIRGIL ST - FRESHFIELD RD _
5
1 79W
0.14_M_OL
4400 - 4549 RUTAN ST
WILBARGER ST - CHICKASAW AVE
5
192D
0.41 MOL
4600 - 4699 SUNSHINE DR
S EDGEWOOD TER - E CUL-DE-SAC
5
79S
0.2 POL
3000 - 3299 THRALL ST
MARTIN LUTHER KING FWY - E BERRY ST
8
78T
0.33 POL
4500 - 4799 TRUELAND DR
LOMITA ST - GARDENIA DR
8
92B
0.91 POL
300 - 349 VIRGINIA AVE
E BROADWAY AVE - E VICKERY BLVD
8
77G
0.07 POL
2200 - 2299 WHITSON ST
BOMAR AVE - E LANCASTER AVE
8
77D
0.14 MOL
2300 - 2399 WINDHAM ST
E LANCASTER AVE - S DEAD END
8
77D
0.07 MOL
3200 - 3249 Y C SHAMBLEE DR
E SHAW ST - ECHO LAKE DR N
8
91 B
0.19 POL
6.24
d «+
za
�
b
d �
�
u
0
ITEM
UNIT ITEM DESCRIPTION
1
EA
Project Designation Sign
2
LS
Utility Adjustment
3
LF
Remove and Replace Concrete Curb and Gutter
4
I LF
New Concrete Curb and Gutter
5
SF
Remove and Replace 6-Inch Concrete Driveway
6
SF
Remove and Replace 6-Inch Eexposed Aggregate Driveway
7
SF
New 6-Inch Concrete Driveway
8
SF
Remove and Replace 4-Inch Concrete Sidewalk
9
SF
Remove and Replace 4-Inch Exposed Aggregate SidewalkWal
10
SF
New 4-Inch Concrete Sidewalk
11
I SF
Remove and Replace Concrete Walk-ADA Wheelchair Ramp
12
SF
New Walk-ADA Wheelchair Ramp
13
( SY
Remove and Replace Concrete Valley Gutter
14
I SY
New Concrete Valley Gutter
15
I EA
I Remove and Replace 5 Ft Storm Drain Inlet -Top
16
EA
(Remove and Replace 10 Ft Storm Drain Inlet -Top
17
LF
6-Inch Pipe -Sub Drain
18
SY
8-Inch Pavement Pulverization
19
TON
Cement Modification (26 Ib/sy)
20
CY
Unclassified Street Excavation
21
CY
Limestone
22
CY
(Crushed
Aspalt Pavement Base Repair
23
TON
IHMAC Level Up
24
I LF
I Wedge Miling 2 Inch to 0 Inch Depth, 5.0 Ft Wide
25
EA
Butt Joint -Milled
26
SY
2-Inch HMAC Surface Milling
27
LF
Crack Sealing of Existing HMAC Pavement
28
SY
2-Inch HMAC Surface Course Type D Mix
29
EA
Remove and Replace 30-Ft Speed Cushion
30
EA
Remove and Replace 40-Ft Speed Cushion
31 I
EA
Water Valve Box Adjustment With Steel Riser
32
EA
Water Valve Box Adjustment With Concrete Collar
33
EA
Water Meter Box Adjustment
34 EA I Manhole Adjustment With Steel Riser
35 EA Manhole Adjustment With Concrete Collar
Monthly Pickup of Bulky Items
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days
HMAC SURFACE OVERLAY (2009-10)
CITY PROJECT NO.01337
TPW PROJECT NO.C293-541200-208620133783
STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET
A ¢
zz
zaao
dOC7a
CITY
0
0
600
0
200
0
0
0
k 0
0
0
0
0
0
0
0
0
3,830
50
0
0
0
0
0
0
- 0
0
3,830
--
0
2
If 0
0
2
I 0
9
F
Z
F
�
Z
a, n
�w
Fa
dr a
WUw
.4
zoa.
w�
W �a
>z o
W xxa
>-ao
W pa
>Ud0
x1 a
�� o
�aa
oa o
raw
draw
dd a
¢9 :�
¢wy
co
QTY
QTY
CITY
QTY
I QTY
0
0
0
0
0
0
0
0
0
I 0
500
150
50 I
400
25
0
0
0
50
0
435
0
0
435
0
0
0
0 I
0
0
0
0
0
110
0
0
0
0
360
0
0
I 0
0
0
I-0-1
0
0
0
0
0
0
0
160
245
0
0
0
0
0
I 0
0
45
45
0
0
0
0
0
0
0
0
— I
0
1,075
I
2,825
14
37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 I
0
1,075 I
2,825
0 I
0
0
0
1
0
0
4
0
0
1
0
0 I
--I
4
0
0
0
0
0 0
1 0
0 I 0
0 I 0
0
0
0
0
0
0
30
I 0
15
10
3,480
I 2,150
6
2
0
0
3,600 5,200
5,625 I 3,465
0 0
0 0
6 1
0 0
0 3
2 1
0 I 0
Week of the Week of the Week of the Week of the Week of the
2nd Monday of 2nd Monday of 2nd Monday of 2nd Monday of 2nd Monday
the month the month the month the month of the month
Wednesday Thursday Wednesday Thursday Thursday
925
12
0
0
0
0
0
0
0
0
925
0
0
0
0
0
0
0
220
0
0
0
0
0
125
0
0
0
0
0
0
810
11
0
0
0
0
0
0
0
0
810
0
0
0
0
0
0
0
W F
W > W ri
d
zp a x A 0 ; w w
F akJ�Za WjC W `4
rnzU OU W I:w wURg
QTY I CITY CITY CITY
0 II 0 ( O-- - 0
0 0 0 I 0
175 50 100 I 25
100 I 0 I 0 I 0
110 0 165 0
0 0 0 0
0 I 0 0 0
0 0 I 0
I 0 0 0 0
0 0 I 0 0
0 0 0 0
o - o i 0 I o I -
0 0 I 0 I 0
0 0 I 0 I 0
0 I 0 I 0 0
0 0 0 ( 0
2,225 1 0 I 0 1 0 I
29 ( 0 (
0 I
0
-0 I 0
I
0 I
0
0 I 0
0
0
0 0
0
25
0 I 2
6
8
0 T 500
-1 -
1,450
—
1900
0 I
2
4
0 0
625
0
0 600
750
_ 2600
2,225 870
2,260
3050
0 0
0 I
0
0 0
- -0 -
0 If
0
1
0
4
0 0
0
0
0 0
0
0
2 I 0
1
3
0
0 I
0 I
0
Week of the Week of the Week of the Week of the Week of the Week of the
2nd Monday 2nd Monday 2nd Monday of 3rd Monday of 2nd Monday of 2nd Monday of
of the month of the month the month the month the month the month
Thursday Wednesday I Wednesday Wednesday I Thursday Thursday
TOTAL
TOTAL (ALL PAGES)
0
0
0
0
2,555
3,815
150
150
1,565
2,465
0
0
110
110
360
400
0
0
0
0
530
655
0
0
90
90
0
0
1
1
0
0
0
0
11,690
27,570
152
358
0
0
0
0
55
252
42
78
9,480
14,900
15
25
625
725
12,750
19,850
26,960
51,900
0
0
0 - -
0
15
25
4
4 - ---
3
4
12
25
4
4
Page 1 of 2
HMAC SURFACE OVERLAY (2009-10)
CITY PROJECT NO. 01337
TPW PROJECT NO. C293-541200-208620133783
STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET
x �
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a xa
0 A V E Q W 3 AO� E.,w AF
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ITEM UNIT ITEM DESCRIPTION QTY QTY CITY QTY QTY QTY QTY CITY CITY QTY QTY QTY QTY
1 EA Project Designation Sign 0 0 0 0 0 0 0 0 0 I 0 0 0 0
2 LS Utility Adjustment 0 0 0 0 0 0 0 I 0 0 0 0 0 0
3 LF Remove and Replace Concrete Curb and Gutter 130 0 0 100 0 75 0 160 I 445 0 0 150 200
4 LF New Concrete Curb and Gutter 0 0 0 250 0 0 0 0 I 540 0 0 0 0
5 SF Remove and Replace 6-Inch Concrete Driveway 110 0 0
6 SF Remove and Replace 6-Inch Eexposed Aggregate Driveway I 0 0 0 0 0 0 0 0 0 0 0 0 0
7 SF New 6-Inch Concrete Driveway I 0 0 0 p 0 0 0 0 0 I 0 0 0 0
8 SF Remove and Replace 4-Inch Concrete Sidewalk 40 0 0 0 0 0 0 0 0 0 0 0
9 SF Remove and Replace 4-Inch Exposed Aggregate SidewalkWalk I 0 0 0 0 0 0 0 I 0 0 0 0 0 0
10 I SF New 4-Inch Concrete Sidewalk ( 0 0 0 0 0 0 0 0 0 0 0 I 0 0
11 SF Remove and Replace Concrete Walk-ADA Wheelchair Ramp 0 0 ( 0 0 0 0 0 0 0 125 0 0 0
12 SF New Walk-ADA Wheelchair Ramp 0 0 0 0 0 0 0 0 I 0 0 0 0 0
13 SY Remove and Replace Concrete Valley Gutter 0 0 0 0 0 0 0 0 I 0 0 0 0 0
14 SY New Concrete Valley Gutter 0 0 0 0 0 0 0 I 0 ( 0 0 0 0 0
15 EA Remove and Replace 5 Ft Storm Drain Inlet -Top 0 0 0 I 0 0 0 0 I 0 I 0 0 0 I 0 0
16 EA Remove and Replace 10 Ft Storm Drain Inlet -Top 0 0 I 0 I 0 0 0 0 0 I 0 0 0 0 0
17 LF 6-Inch Pipe -Sub Drain 0 0 0 I 0 0 0 0 0 ( 0 0 0 0 0
18 I SY 8-Inch Pavement Pulverization I 1,725 0 0 745 0 0 1,925 2,650 6,845 575 0 0 1,415
19 I TON Cement Modification (26 Ib/sy) I 22 ( 0 0 I 10 0 0 25 34 89 7 0 0 18
20 I CY Unclassified Street Excavation I 0 0 0 p 0 0 0 0 0 0 0 0 0
21 I CY Crushed Limestone 0 0 0 I 0 0 0 I 0 0 0 0 0 0 0
22 I CY Aspalt Pavement Base Repair ( 0 0 25 0 2 30 I 0 0 0 0 15 125 0
23 TON HMAC Level Up 0 6 2 I 0 3 20 0 0 0 0 3 3 0
24 I LF Wedge Miling 2 Inch to 0 Inch Depth, 5.0 Ft Wide I 0 920 440 0 650 2,000 I 0 0 0 0 610 800 0
25 I EA Butt Joint -Milled 0 I 1 2 I 0 1 2 0 0 0 0 2 2 0
26 SY 2-Inch HMAC Surface Milling 0 ( 0 0 0 0 100 0 0 0 0 0 0 0
27 LF Crack Sealing of Existing HMAC Pavement 0 1,200 400 0 400 3,500 0 ( 0 0 0 1,000 I 600 0
28 SY 2-Inch HMAC Surface Course Type D Mix 1,725 I 2,0011 710 745 1,050 3,125 1,925 I 2,650 6,845 575 925 I 1250 1,415
29 EA Remove and Replace 30-Ft Speed Cushion 0 0 0 0 0 0 0 I 0 0 0 0 I 0 0
30 EA Remove and Replace 40-Ft Speed Cushion 0 I 0 I 0 0 0 0 0 I 0 0 0 0 0 0
31 EA Water Valve Box Adjustment With Steel Riser 2 0 1 ( 1 0 1 1 0 3 I 0 1 ( 0 0
32 EA Water Valve Box Adjustment with Concrete Collar 0 I 0 I 0 0 0 0 0 ( 0 0 I 0 0 0 0
33 EA Water Meter Box Adjustment 0 I 0 0 0 0 0 I 0 0 1 I 0 0 0 0
34 EA Manhole Adjustment With Steel Riser I 1 I 0 0 1 0 3 0 1 6 I 0 0 I 0 1
35 EA Manhole Adjustment With Concrete Collar 0 I 0 0 0 0 0 0 0 0 0 0 0 0
-- _ STRIPE -
Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 2nd Monday of 2nd Monday of 2nd Monday of 2nd Monday of 2nd Monday 2nd Monday 2nd Monday 2nd Monday of 2nd Monday 2nd Monday of 2nd Monday of 2nd Monday of 2nd Monday
the month the month the month the month of the month of the month of the month the month of the month the month the month the month of the month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Thursday I Thursday I Wednesday I Thursday Thursday Thursday Thursday Wednesday Wednesday Wednesday Thursday Thursday Wednesday
ON ALL STREETS IN THIS CONTRACT, THE CONTRACTOR MAY WORK DURING THE DAY, BETWEEN 7:00 A.M. UNTIL 7:00 P.M.
TOTAL
0
0
1,260
0
900
0
0
40
0
0
125
0
0
0
0
0
0
15,880
206
0
0
197
36
5,420
10
100
7,100
24,940
0
0
10
0
1
13
o -
Page 2 of 2