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SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
CONCRETE RESTORATION (2012-9)
AT VARIOUS LOCATIONS
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IN THE CITY OF FORT WORTH, TEXAS
TPW PROJECT NO. GG01-537110-0202002
November 2011
BETSY PRICE T. M. HIGGINS
.. MAYOR CITY MANAGER
.. DOUGLAS W. WIERSIG, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
GEORGE BEHMANESH, P.E., ASSISTANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
PREPARED BY
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
.. INFRASTRUCTURE GROUP
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OFFICIAL RECORD
CITY SECRETARY
.. FT. WORTH, TX
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no M&C Review
Page 1 of 2
Official site of the City o
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COUNCILCITY
COUNCIL ACTION: Approved on 3/27/2012 - Ordinance No. 20137-03-2012
REFERENCE ** 2000NCRETE
DATE: 3/27/2012 NO.: C-25520 LOG NAME: RESTORATION 2012-9
CODE: C TYPE: CONSENT PUBLIC NO
HEARING:
SUBJECT: Authorize Execution of a Contract in the Amount of $500,620.00 with Estrada Concrete
.. Company, LLC, for Concrete Restoration at Seven Locations and Adopt Appropriation
Ordinance (COUNCIL DISTRICTS 3, 5, 6, 8 and 9)
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of $500,620.00 from the Contract Street Maintenance Fund to the General
Fund;
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in
the General Fund in the amount of $500,620,00 from available funds; and
3. Authorize execution of a contract with Estrada Concrete Company, LLC, in the amount of
$500,620.00 for Concrete Restoration 2012-9 at seven locations.
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DISCUSSION:
On February 21, 2012, (M&C G-17525) City Council approved the transfer of funds from the General
Fund to the Contract Street Maintenance Fund for the purpose of tracking annual capital contracts.
Since this concrete repair contract is strictly of a maintenance nature, funds are being transferred
back to the General Fund.
The Concrete Restoration 2012-9 contract provides for the repair and reconstruction of failed
concrete pavement at the following locations.
1. Sycamore School Road from Crowley Road to Wagonwheel Road;
2. Lilac Street from College Avenue to Fifth Avenue;
3. Tennessee Avenue from East Vickery Boulevard to East Hattie Street;
4. South Hughes Avenue from Forbes Street to Emerson Street;
5. Granbury Road from Benbrook Boulevard to West Seminary Road;
6. East Ripy Street from South Grove Street to South Freeway; and
7. West Bolt Street from St. Louis Avenue to May Street.
This project was advertised for bid on November 10, 2011 and November 17, 2011 in the Fort Worth
Star -Telegram. On December 8, 2011, the following bids were received:
BIDDERS
AMOUNT
http://apps.cfwnet.org/council_packet/mc—review.asp?ID=l 6520&councildate=3/27/2012 3/28/2012
_ Wim%.. tt4',view
Estrada Concrete Company, LLC
$500,620.00
Bradley Douglas Construction Services,
$508,785.00
LLC
Jet Underground Utilities, Inc.
$546,059.50
McMahon Contracting LP
$556,341.80
The Fain Group, Inc.
$620,176.50
SYB Construction Company, Inc.
$714,591.00
Klutz Construction, LLC
$750,402.40
Conatser Construction TX LP
$759,057.50
Silver Creek Construction, Inc.
$841,562.50
-� Ed A. Wilson, Inc.
$989,593.50
Page 2 of 2
Estrada Concrete Company, LLC, is in compliance with the City's MM/BE Ordinance by committing to
30 percent M/WBE participation. The City's goal on this project is 20 percent. Additionally, Estrada
— Concrete Company, LLC, is a certified M/WBE firm.
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 is located in COUNCIL DISTRICTS 3, 5, 6, 8 and 9.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that upon approval of the above
recommendations and adoption of the attached appropriation ordinance, funds will be available in the
current operating budget, as appropriated, of the General Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
1 & 2) GG01 472293 0202002 $500.620.00 1) C293 538070 201629990100 $500,620.00
2) GG01 537110 0202002 $500.620.00 3) GG01 537110 0202002 $500.620.00
Submitted for City Manacier's Office bv:
Oriainatina Department Head:
Additional Information Contact:
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Fernando Costa (6122)
Douglas W. Wersig (7801)
George A. Behmanesh (7914)
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2000NCRETE RESTORATION 2012-9 A012.doc
http://apps.cfwnet.org/council_packetlmc review.asp?ID=16520&councildate=312712O12 3/28/2012
CITY OF FORT WORTH
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ADDENDUM NO. 1
CONCRETE RESTORATION (2012-9)
PROJECT: GGO1-537110-0202002
Addendum No. 1 Issued: November 18, 2011
Prospective Bidders are hereby notified of the following revision:
1. On Notice to Bidders package submittal will be changed from until 1:30 P.M., December 8,
2011 to until 1:30 P.M., December 22.2011 and will be opened at 2:00 P.M.
Please acknowledge receipt of this addendum by inserting signed copy of same into your proposal
at time of bidding. Failure to return a signed copy of this addendum shall be grounds of rendering
the bid non -responsive.
RECEIPT KNO ES:
�! IY << By:
Tariqul Islam, Project Manager
Title. C'Si
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
CONCRETE RESTORATION (2012-9)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
TPW PROJECT NO. GGO1-537110-0202002
GEORGE BEHMANESH, P.E. DATE
ASSISTANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
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
Sealed Proposals for the following:
CONCRETE RESTORATION (2012-9)
AT VARIOUS LOCATIONS
TPW PROJECT NO. GGO1-537110-0202002
Submit package to City of Fort Worth, Purchasing Division, in the lower level of the Municipal Building,
1000 Throckmorton Street, Fort Worth, Texas 76102 until 1:30 P.M., Thursday, December 8, 2011, and
then publicly read aloud at 2:00 p.m., in the Council Chambers.
Specifications and Contract Documents for this project can be purchased for a non-refundable fee of
-- twenty dollars ($20.00) per set at the office of Transportation and Public Works Department, second floor
of Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. These documents contain
additional information.
A pre -bid conference will be held at 9:00 A.M. November 22, 2011, in Conference Room 270, 2nd Floor,
Municipal Building.
The major work on the above -referenced project shall consist of the following items:
10,260 SY Reinforced Concrete Pavement- 7 inch
314 CY Concrete
641 CY Flexible Base
Included in the above will be all other miscellaneous items of construction as outlined in the Plans and
Specifications.
For additional information, please contact Tariqul Islam, Project Manager at (817) 392-2486.
T. M. HIGGINS
CITY MANAGER
Advertising Dates:
November 10, 2011
November 17, 2011
DOUGLAS W. WIERSIG, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS
DEPARTMENT
By:
TARIQUL ISLAM
Graduate Engineer
SPECIAL INSTRUCTIONS TO BIDDERS
1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of
Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid
submitted must accompany the bid, and is subject to forfeit in the event the successful
bidder fails to execute the contract documents within ten days after the contract has been
awarded.
To be an acceptable surety on the bid bond, the surety must be authorized to do business
in the state of Texas. In addition, the surety must (1) hold a certificate of authority from
'm the Untied States secretary of the treasury to qualify as a surety on obligations permitted
or required under federal law; or (2) have obtained reinsurance for any liability in excess
of $100,000 from a reinsures that is authorized and admitted as a reinsurer in the state of
.. Texas and is the holder of a certificate of authority from the Untied States secretary of the
treasury to qualify as a surety on obligations permitted or required under federal law.
Satisfactory proof of any such reinsurance shall be provided to the City upon request.
The City, in its sole discretion, will determine the adequacy of the proof required herein.
2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be
tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the
application of such formulas or other methods of bringing items to a common basis as
may be established in the Contract Documents.
The total obtained by taking the sum of the products of unit prices quoted and the
JM 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.
,M Until the award of the contract is made by the Owner, the right will be reserved to reject
anyor 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
am Owner.
The quantities of work and materials to be furnished as may be listed in the proposal
,m formes or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
.. furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided, without in any way invalidating the unit prices bid or any 'Other.
.. requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
0" 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-
2486. Bids that do not acknowledge all applicable addenda will be rejected as non-
responsive.
A SPECIAL INSTRUCTIONS TO BIDDERS
-I-
4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City
business days from the date- that the M/WBE UTILIZATION FORM, PRIME
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") is received by the City.
+ 5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
.. furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the
Texas Government Code, as amended.
+ A. If the total contract price is' $25,000 or less, payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
B. If the contract amount is in excess of $25,000, a Payment Bond shall be
executed, in the amount of the contract, solely for the protection of all claimants
supplying labor and material in the prosecution of the work.
C. If the contract amount is in excess of $100,000, a Performance Bond shall be
executed, in the amount of the contract conditioned on the faithful performance of
the work in accordance with the plans, specifications, and contract documents.
Said bond shall solely be for the protection of the City of Fort Worth.
D. A Two-year Maintenance Bond is required for all projects to insure the prompt,
full and faithful performance of the general guarantee as set forth in Paragraph 7
.. of the Special Provisions.
To be an acceptable surety on the performance, payment and maintenance bonds, the
.m surety must be authorized to do business in the state of Texas and meet all requirements
of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a
certificate of authority from the Untied States secretary of the treasury to qualify as a
surety on obligations permitted or required under federal law; or (2) have obtained
reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and
admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority
+ from the Untied States secretary of the treasury to qualify as a surety on obligations
permitted or required under federal law. Satisfactory proof of any such reinsurance shall
be provided to the City upon request. The City, in its sole discretion, will determine the
adequacy of the proof required herein.'
No sureties will be accepted by the City that are at the time in default or delinquent on
any bonds or which are interested in any litigation against the City. Should any surety on
the contract be determined unsatisfactory at any time by the City, notice will be given to
the contractor to that effect and the contractor shall immediately provide a new surety
` satisfactory to the City
+ SPECIAL INSTRUCTIONS TO BIDDERS
-2-
E&
6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General
Oft Provisions, Item 8, Paragraph 8.6, Standard SDecifications for Street and Storm Drain
Construction of the City of Fort Worth, Texas, concerning liquidated damages for late
completion of projects.
Mh
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: All • bidders will be required to comply with provision 5159a of
.. "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of
prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in
Contract Documents for this project.
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9. FINANCIAL•STATEMENT: A current certified financial statement may be required by
the Director of the Transportation and Public Works for use by the CITY OF FORT
WORTH in determining the successful bidder. This statement, if required, is to be
prepared by an independent Public Accountant holding a valid permit issued by an
appropriate State Licensing Agency.
10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor
must provide, along with executed contract documents and appropriate bonds, proof of
.. insurance for Workers Compensation (statutory); Comprehensive General Liability
($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance
($1,000,000 each accident on a combined single basis or $250,000 property
AMR 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
.s 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.
me
ADDITIONAL INSURANCE REOUIREMENTS:
.. 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
Oft Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on
the contracted project.
Oft 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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SPECIAL INSTRUCTIONS TO BIDDERS
-3-
M
D. Each insurance policy shall be endorsed to provide -the City a minimum thirty
days notice of cancellation, non -renewal, and/or material change in policy terms
or coverage. A ten days notice shall be acceptable in the event of non-payment of
premium.
E. Insurers must be authorized to do business in the State of Texas and have a
current A.M. Best rating of A: VII or equivalent measure of financial strength and
solvency.
F. Deductible limits, or self -funded retention limits, on each policy must not exceed
�` $10,000.00 per occurrence unless otherwise approved by the City.
G. Other than worker's compensation insurance, in lieu of traditional insurance, City
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups. The City must approve in writing any alternative
coverage.
H. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
recovery in favor of the City.
I. City shall not be responsible for the direct payment of insurance premium costs
for contractor's insurance.
ma 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.
ma
K. In the course of the project, Contractor shall report, in a timely manner, to City's
officially designated contract administrator any known loss occurrence which
,ft could give rise to a liability claim or lawsuit or which could result in a property
loss.
.. L. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
+. M. Upon the request of City, Contractor shall provide complete copies of all
insurance policies required by these contract documents.
11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the
City of Fort Worth will not award this contract to a non-resident bidder unless the non-
resident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
non-resident bidder to obtain a comparable contract in the state in which the non-
resident's principal place of business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in
this state, but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
SPECIAL INSTRUCTIONS TO BIDDERS
-4-
..
"Texas resident bidder" means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state.
This provision does not apply if the project is funded in whole or in part with federal
funds.
i
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet specifications. The failure of a non-resident contractor to do so
will automatically disqualify that bidder.
_ 12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort
Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort
Worth has goals for the participation of minority business enterprises and women
business enterprises in City contracts. You may obtain a copy of the Ordinance from the
Office of the City Secretary.
Mb The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort
Form, as applicable, must be submitted no later than 5:00 p. m. five (5) City business
days after the bid opening date, exclusive of the bid opening date. The bidder shall
oft submit the documentation at the reception area of the Transportation and Public Works
Department ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt.
Failure to comply shall render your bid non -responsive.
AM
Upon contract execution between the City of Fort Worth and the successful bidder, now
known as Contractor, a pre -construction meeting will be scheduled at which time the
,. Contractor is required to submit either Letters of Intent or executed agreements with the
M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed
agreements shall include the following information:
oft
1. Name of Contract
2. Name of M/WBE firm utilized
.. 3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performed by the M/WBE firm
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
" monthly report MUST have an original signature to ensure accountability for audit
purposes.
Mb • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or
a. SPECIAL INSTRUCTIONS TO BIDDERS
45-
not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a
an 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
OR 2. A notarized letter explaining, in detail:
.. a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
+ d. Original signatures from both parties must be included on this letter.
• If the Contractor foresees a problem with submitting participation reports and/or
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Request for Approval of Change Form to the M/WBE
,. Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
am 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
Aft SPECIAL INSTRUCTIONS TO BIDDERS
-6-
im
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation (other than a negligent misrepresentation) and/or commission of fraud
will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years.
13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal, the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
14. PROGRESS PAYMENTS, FINAL PAYMENT. PROJECT ACCEPTANCE AND
WARRANTY:
a. The contractor will receive full payment (less retainage) from the city for each pay
period.
b. Payment of the retainage will be included with the final payment after acceptance of the
project as being complete.
c. The project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
,r contractor and the City.
d. The warranty period shall begin as of the date that the final punch list has been
M ft completed.
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment
,W becoming due and payable.
f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the
,,, city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city
shall make a progress payment in the amount that city deems due and payable.
,. g. In the event of a dispute regarding either final quantities or liquidated damages, the
parties shall attempt to resolve the differences within 30 calendar days.
b
.. 15. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the
following guidelines relating to working on City construction sites on days designated as
"AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the
•. Metroplex area, runs from May 1, through October 31, with 6:00 a.m. - 10:00 a.m. being
■ critical because emissions from this time period have enough time to bake in the hot
atmosphere that leads to early afternoon ozone formation.
The Texas Commission on Environmental. Quality (TCEQ), in coordination with the
National Weather Service, will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS,
the Contractor shall bear the responsibility of being aware that such days have been
designated AIR POLLUTION WATCH DAYS and as such shall not begin work until
i
,w SPECIAL INSTRUCTIONS TO BIDDERS
-7-
10:00 a.m. whenever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
4�
However, the Contractor may begin work Drior to 10:00 a.m. if use of motorized
equipment is less than 1-hour, or if equipment is new and certified by EPA as "Low
Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
alternative fuels such as CNG.
If the Contractor is unable -to perform continuous work for a period of at least seven hours
between the hours of 7:00 a.m. - 6:00 p.m., on a designated 'AIR POLLUTION WATCH
DAY, that day will be considered as a weather day and added onto the allowable weather
days of a given month.
16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
oft 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
f agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the
project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in, 406.096) - includes all
persons or entities performing all or part of the services the contractor has undertaken
.,, to perform on the project, regardless of whether that person has employees. This
includes, without limitation, independent contractors, subcontractors, leasing
companies, motor carriers, owner -operators, employees of any such entity, or
,. employees of any entity which furnishes persons to provide services on the project.
"Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project.
"Services" does not include activities unrelated to the project, such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
■• B. The contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all employees
in 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
am 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
Aft SPECIAL INSTRUCTIONS TO BIDDERS
-8-
..
coverage period, file a new certificate of coverage with the governmental entity
showing that coverage has been extended.
E. The contractor shall obtain from each person providing services on a project, and
' provide to the City:
(1) a certificate of coverage, prior to that person beginning work on the project, so
the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
•` (2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
E. The contractor shall retain all required certificates of coverage for the duration of the
A, project and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or
,R personal delivery, within ten days after the contractor knew or should have known, of
any change that materially affects the provision of coverage of any person providing
services on the project.,
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to:
(1) provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
.. providing services on the project, for the duration of the project;
(2) provide to the contractor, prior to that person beginning work on the project, a
.. certificate of coverage showing that coverage is being provided for all employees
of the person providing services on the project, for the duration of the project;
(3) provide the contractor, prior to the end. of the coverage period, anew certificate
.� of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(4) obtain from each other person or entity with whom it contracts, and provide to
the contractor:
(a) a certificate of coverage, prior to the other person or entity beginning work
on the project; and
i
+ SPECIAL INSTRUCTIONS TO BIDDERS
-9-
oft
(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
�F materially affects the provision of coverage of any person providing services on
the project; and
N�-
(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
F 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,
A,, 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
F providing services on the project that they are required to be covered, and stating how
.. a person may verify current coverage and report failure to provide coverage. This
notice does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Texas Workers' Compensation commission rules. This
notice must be printed with a title in at least 30 point bold type and text in at least 19
point normal type, and shall be in both English and Spanish and any other language
common to the worker population. The text for the notices shall be the following
•� text, without any additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related
to this construction project must be covered by workers' compensation insurance.
This includes persons providing, hauling, or delivering equipment or materials, or
providing labor or transportation or other service related to the project, regardless of
the identity of their employer or status as an employee."
i
r
SPECIAL INSTRUCTIONS TO BIDDERS
-10-
"Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive
information on the legal requirement for coverage, to verify whether your employer
has provided the required coverage, or to report an employer's failure to provide
coverage."
17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive
Branch of the federal government, contractor covenants that neither it nor any officers,
members, agents or employees who engage in the performance of this contract shall, in
connection with such employment, .advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
against any person because of their age except on the basis of a bona fide occupational
qualification, retirement plan or statutory requirement.
do 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
.k 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.
Ak 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not
unlawfully discriminate on the basis of disability in the provision of services to the
general public, nor in the availability, terms or conditions of employment for applicants
for employment with, or current employees of, Contractor. Contractor warrants that it
will fully comply with the ADA's provisions and any other applicable federal, state, or
local laws concerning disability and will defend, indemnify and hold City harmless
against any and all claims or allegations filed by third parties against City arising out of
Contractor's alleged failure to comply with the ADA in the performance of this contract.
END OF SECTION
a.
..
M
dn
Aft SPECIAL INSTRUCTIONS TO BIDDERS
-11-
F4 R�TWORTH
.�` City of Fort Worth
am Minority and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
` I If the total dollar value of the contract is $25,000 or more, the MIWBE goal is applicable.
If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable.
am POLICY STATEMENT
4W
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements
and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid.
MIWBE PROJECT GOALS
The City's MIWBE goal on this project is 20 % of the total bid (Base. bid applies to Parks and Community Services).
COMPLIANCE TO BID SPECIFICATIONS
am On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's MIWBE Ordinance by
either of the following:
1. Meet or exceed the above stated MIWBE goal, or
2. Good Faith Effort documentation, or;
3. Waiver documentation, or;
4. Joint Venture.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated_ in order
for the entire bid to be considered responsive to the specifications. The Offer -or shall deliver the MWSE documentation
in person to the app.npriale ernployeE- of khe manag;nq departrnt=n1 and obtain a.date!time receipt_ Such receipt'shAll
be cvidence that the C'!�y received the doc:um4,ntall on in t` u nine allocated_ A faxed copy. wiII not be a6cepted_
1. Subcontractor Utilization Form, if goal is
met or exceeded:
2. Good Faith Effort and Subcontractor
.. Utilization Form, if participation is less than
stated goal:
3. Good Faith Effort and Subcontractor
Utilization Form, if no M/WBE participation:
4. Prime Contractor Waiver Form, if you will
perform all subcontracting/supplier work:
5. Joint Venture Form, if utilize a joint venture
to met or exceed goal.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED
NON -RESPONSIVE TO SPECIFICATIONS
.. Any questions, please contact the MIWBE Office at (817) 392-6104.
Rev. 1111105
ATTACHMENT 1A
Page 1 of 4
FORT WORTH
—-•,,�-- City of Fort Worth
Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
Estrada �mc.rt4-e CoyyLpan . ii:.l.G M/W/DBE NON-M/W/DBE
PROJECT NAME:
- BID DATE _.. ..._. _
Concrete, Res�ora-ko L a.ola - Cr
City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER
ZO % % Toko Pro ecr tio.
CbG-tiefl - 53-7tlo-OZOzo.
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,
t .will result in the bid being considered non -responsive to bid specifications.
;The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the
bid being considered non -responsive to bid specifications
M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
F
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 Vt'tier, a payment by a subcontractor.to
its supplier is considered 2"d tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
�- been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE).
..r
If hauling services are utilized, the prime will be given, credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner -operators, and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner -operators,. but will only receive credit for the
.fees and commissions earned by the M/WBE as outlined in the lease agreement.
7-1 Rev. 5/30/03
M ATTACHMENT 1A
FORTI'VORTH Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one) a
SUBCONTRACTOR/SUPPLIER T n
Company Name i N T Detail Detail
+ Address e M w C X M Subcontracting Work Supplies Purchased Dollar Amount
r
Telephone/Fax
Tele T D W
P E E R O B
C T E
A
i
AMP
Eft
■' 3
i�
MR
Cow -)To t,Wn comr&
C ew%cre4G Cartr-YeAL
50pplie r
15Q la°�
- 2 Rev. 5/30/03
.. ATTACHMENT 1A
FORT WORTH Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one) 0
SUBCONTRACTOR/SUPPLIER T
Company Name ; N T Detail Detail
+ Address e M y� C X M Subcontracting Work Supplies Purchased Dollar Amount
T D W
Telephone/Fax r B B R O B
E E C T E
A
..�
4M
r-A
Ew
M
7-3 Rev. 5/30/03
M ATTACHMENT1A
FORT WORTH Page 4 of 4
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ a`
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ %S
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 2,w / oco1 `'
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
,r 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 riod of ' e of less than one (1) year.
AuthorizedWnature Printed Signature
,..� Tlde Contact NamerTitle (if different) Q1 ry%av10. 0 0+4kiLe
--� L I Ill - U4 3S'
Company Name Telephone and/or Fax
r k es-k�cam re+G ne+
Address E-mail Address
t
City/StateOp Date
7-4 Rev. 5/30/03
A17ACHMENT113
FO RT Wo RT H Page 1 of 1
City of Fort Worth
Prime Contractor Waiver Form
PRIME COMPANY NAME: Check applicable block to describe
prime
PRO
JE'CT' NAME:
LLC_ i {�/W/DBE NON-M/W/DBE
✓ BID ATE -
Con; re. , rG--tor, Lz o lz - q 17'ly ( Il
.a City's M BE Project Goal: PROJECT NUMBER
-R -IV !JO. �nC-tol- S3�-1►0 - 2Q;.00�
If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on
F this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes.
r� Failure to complete this form in its entirety and be received by the Manapina Department on or before
5:00 p.m., five (5) City business days after bid opening, exclusive of the bid opening date, will result in the
bid being considered non -responsive to bid specifications.
Will you perform this entire contract without subcontractors? EE
If yes, please provide a detailed explanation that proves based on the size and scope of this NO
project, this is your normal business practice and provide an operational profile of your business. I
Will you perform this entire contract without suppliers?
F YES
If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an inventory profile of your business. �NO
bMM
&W
r•
The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including M/WBE(s) on this contract, the payment
therefore and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The bidder
also agrees to allow an audit and/or examination of any books, records and files held by their company that will
substantiate the actual work performed by the M/WBEs 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 creates a material breach of
contract may suit in a determination n irresponsible offeror and barred from participating in City work for a
period of tirpnot less an ne ear.
1AULl J oiynaiuie rnrncau 01ynawre
,:P,m
'
Title Contact Name (if different) SCL �e-1L�
Company Name
� n
Address
ity/State/Zip
wn - 'J(o'
Phone Number Fa(x Number
_lI
25�-rQ4 ConCcel'C. �.'�T. 11G�
Email Address
Data t 24 z.-41 i
Rev. 5/30/03
Im
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award
of contracts to nonresident bidders. This law provides that, in order to be awarded a
contract as low bidder, nonresident 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 to underbid a nonresident bidder in order to obtain a comparable contract in the
State in which the nonresident's principal place of business is located. The appropriate
blanks in Section A must be filled out by all out -of -State or nonresident bidders in order
for your bid to meet specifications. The failure of out -of -State or nonresident contractors
to do so will automatically disqualify that bidder. Resident bidders must check the box in
Section B.
A. Nonresident 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.
Nonresident 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. V
BIDDER:
�L'S6aQ �ncr 0MX LICBy: f�Ac.1 -(Pe print)
MP
1 13 NGrW V i° Signatur
Title: it-c5a"
city State Zip (Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATIO
6-1
ATTACHMENT1C
Page 1 of 3
FORT WORTH
�•.��---- City of Fort Worth
Good Faith Effort Form
PRIME COMPANY NAME: j Check applicable block to describe
t 1— I prime
-5 j� A �hr V, MNV/DBE NON-MAN/DBE
PROJEC NA E:
ConCreAe. IGc�' 4� L 2BID DATE 012 -,R l 1 Z' Z 2 I l l
City's MIWBE Project Goal: k JECT NUMBER
ZC� 010 - - _Pro eA N0. (',G 61 - S3-1 Ito - o z e) ZoO a
a
If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your
DBE participation is less than the City's project goal, you must complete this form.
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation the facts or intentional discrimination by the bidder.
Failure to complete this form, in its entirety with supporting documentation, and received by the
Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of
bid opening date, will result in the bid being considered non -responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity2 for the completion of this
project, regardless of whether it is to be provided by a M/WBE or non-MIWBE. (DO NOT LIST NAMES
OF FIRMS1 On Combined Projects, list each subcontracting and or supplier opportunity through the
2no tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
PO
R—i nanenmA
ATTACHMENT 1C
Page 2 of 3
AM
2.) Obtain a current (not more than three (3) months old from the bid open date) list of M/WBE
subcontractors and/or suppliers from the City's M/WBE Office.
Yes
No
Date of Listing F /.
3.) Did you solicit bids from MIWBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
opened?
Yes (If yes, attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.)
=No
4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
Yes (If yes, attach list to include name of M/WBE firm, person contacted, phone number and date and time of contact.)
No
NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile
is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and
i documentation faxed.
NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the
bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a
particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two-
thirds (2/3) of the list within such area of opportunity, but not less than ten to be in compliance with
questions 3 and 4.
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
plans and specifications in orderto assist the M/WBEs?
es
No
6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in
+� the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any
supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide
dispute concerning quotes, the bidder will provide for confidential in -camera access to and
inspection of any relevant documentation by City personnel.
(Please use additional sheets, if necessary, and attach.)
Company Name Telephone I Contact Person Scope of Work Reason for Rejection
On
W.
Po n41nn1n'4
ATTACHMENT 1C
Page 3 of 3
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE participation on this project.
CAL 6*-
`Q,I( -A-ili
L
W'61 a rn J -
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the
was/were contacted in good faith.
Attachment 1 C will be contacted and
the City' M/W �ice
Authorizgd Signature
Title
information provided and the M/WBE(s) listed
It is understood that any MM/BE(s) listed in
the reasons for not using them will be verified by
Printed Signature
(Marta i'¢M%.rMo -34eG�4A.1r
Contact Name and Title (if different
s�hl•ac�la Core t �jq 411 —qq�y
Company (N1ame Phone Number Fax Number
Wl4_�c=V ? �S�-rc�Q Goner e-G
Address Email Address
7 1
City/State/Zip Date
P—, nS/an/n�
Joint Venture
Page 1 of 3
IRM
FORT WORTH
_s_ CITY OF FORT WORTH
Joint Venture Elikibility Form
All questions must be answered, use "NA" if applicable.
Name of City project:
A joint venture form must be completed on each project
RFPBid/Purchasing Number:
1. Joint venture information:
Joint Venture Name:
Joint Venture Address:
(If applicable)
Telephone: Facsimile: E-mail dres
Cellular:
Identify t .. _ . - ---• -- — •'" nse the .. -----— - —•- ---, ........ . ,.
he firms that Z' ip ' joint venture:
Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the
joint venture
M/WBE firm Non-M/WBE
name: firm name:
Business Address: Business Address:
City, State, Zip: City, State, Zip:
Telephone Facsimile E-mail Telephone Facsimile
Cellular ' Cellular
Certification Status:
Name of Certifying Agency:
2. Scope of work performed by the Joint Venture:
Describe the scope of work of the M/WBE:
E-mail address
Describe the scope of
..
Joint Venture
Page 2 of 3
rr
r.
I,
1W
M
,r
AMR
IPW
i
3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward
meeting the project goal?
4. Attach a copy of the joint venture agreement.
5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement)
Profit and loss sharing
Capital contributions, including
equipment:
Other applicable ownership interests:
I
6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day
management and decision making of the joint venture:
Financial decisions
(to include Account Payable and Receivable):
Management decisions:
a. Estimating
-----------------------------------------
b. Marketing and Sales
----------------------------------------------
c. Hiring and Firing of management
personnel
--------------------------------------
d. Purchasing of major equipment
and/or supplies
Supervision of field operations
The City's Minority and Women Business Enterprise Office will review your joint venture submission and
will have final approval of the M/WBE percentage applied toward the goal for the project listed on this
form.
NOTE:
From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar
amounts/percentages change from the originally approved information, then the participants must inform the City's
M/WBE Office immediately for approval. 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 City's M/WBE Ordinance.
M
Joint Venture
Page 3 of 3
M
MF
AFFIDAVIT
The undersigned affirms that the foregoing statements are true and correct and include all material information
necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall
agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments
herein.
The City also reserves the right to request any additional information deemed necessary to determine if the joint
venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds
for termination of the eligibility process.
The undersigned agree to permit audits, interviews with owners and examination of the books, records and files
of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this
provision shall result in the termination of any contract, which may be awarded under the provisions of this joint
venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false
statements or willful misrepresentation of facts.
- - - - - ----- - - --------------------------------------------------------- -----------------------------
Name of M/WBE firm Name of non-M/WBE fine
Printed Name of Owner
Signature of Owner
Printed Name of Owner
Signature of Owner
Title
Date
State of
On this
Printed Name of Owner
i
Signatu f Owner
Printed Name of Owner
Signature of Owner
Title
Date
Notarization
County of
day of
and 1 \�
to me personally known and who, being duly sworn, did
properly authorized to execute this affidavit and did*a
im
Notary Public
Print Name
ddir
Notary Public
Signature
*� Commission Expires
,20 , before me appeared
going affidavit and did state that they were
and deed.
(sea!)
Po ry an/na
PROPOSAL
TO: CITY OF FORT WORTH
PURCHASING DIVISION
1000 THROCKMORTON ST
FORT WORTH, TEXAS 76102
FOR: CONCRETE RESTORATION (2012-9)
AT VARIOUS LOCATIONS
TPW PROJECT NO. GG01-537110-0202002
Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans,
specifications and the site, understands the amount of work to be done, and hereby proposes to do all
the work and furnish all labor, equipment, and materials necessary to fully complete all the work as
provided in the plans and specifications, and subject to the inspection and approval of the Director of
the Transportation and Public Works Department of the City of Fort Worth.
Total quantities given in the bid proposal may not reflect actual quantities; however, they are given
for the purpose of bidding on and awarding the contract. The City also reserves the right to increase
or decrease quantities of individual pay items within the contract provided that the total contract
amount remains within plus or minus (t) 25% of the contract award. The contractor is not
entitled to any additional compensation or renegotiation of individual pay item bid prices.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and
furnish Performance, Payment and Maintenance Bonds acceptable to and approved by the City of
Fort Worth for performing and completing the said work within the time stated and for the following
sums, to -wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM OUANTTTY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 1 2 EA. Project Designation Sign @
Two Hundred Dollars
& No Cents Per EA. $ 200.00 $ 400.00
S.P. 2 LUMP SUM Utility Adjustment @
Four Thousand Dollars
& No Cents Per L.S. S 4.000.00 $ 4.000.00
P-1
SPEC
PAY
APPROX.
DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM
OUANTITY
BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT BID
S.P.
3.
10,260 S.Y.
Remove & Replace Failed Reinforced
314
Concrete avement @
360
! - —► Dollars &
r Cents Per SY.
$ •3�
Q(� w
$ ���j / /�-
S.P.
4.
21,110 L.F.
Silicon Joint Sealing for Concrete
Pavement that are not Marked for
Replacement @
W Dollars
$ i
$ / /
& ! Cents Per LF.
S.P.
5.
5,570 L.F.
Remove & Replace 7" Concrete
Curb @
X(�d Dollars
$
$&
Cents Per LF.
S.P.
6.
641 C.Y.
Flex Base @
iI Dollars
& Cents Per CY.
S.P.
7.
908 C.Y.
Unclassified Street Excavation @
(YAJ,,_Dollars
& Ab) Cents Per CY.
S.P.
8.
314 C.Y.
Concrete •- Install @
Dollars
$ Q,,�
$ � 2� P
& Cents Per CY.
S.P.
9.
1 EA.
Remobilization @
Five Hundred Dollars &
No Cents Per Each
$ 500.00
$ 500.00
TOTAL BID
$ 115-00, 69;0-
P-2
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 fifty 1( Ol 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 check in the sum of
5
Dollars ($
) is to become
the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the
event the contract and bond are not executed within the time set forth, as liquidated damages for
delay and additional work caused thereby.
The Contractor shall mobilize within ten (10) calendar days of the notice given by the Construction
Engineer for any of the locations. If the contractor fails to begin the work within ten (10) calendar
days, a $200 dollars liquidated damage will be assessed per Block per day.
I (we), acknowledge receipt of the following addenda to the plans and specifications, all of the
provisions and requirements of which have been taken into consideration in preparation of the
foregoing bid:
Addendum No. 1 (Initials)
Addendum No. 2 (Initials)
Addendum No. 3 (Initials)
(Seal)
Date: 12 d z-Ot
Respectfully submitt ,
�-L
Company Na �J
By
Signature
T-na f \GIS CO
Printed Name of Principal
Address: t6 a 3 i' a f-M IAvre 'DOW t�_, -+5-LA
E-mail Address: C'4m& u rA 0) G�`�• 1��}'
Telephone: 4U!3 J'1" 1—LyU'AS O-1
P-3 Marla a+f-cc-e Str.r-Q�tAt
-2- tL4 411-qq-1
.M
'SPECIAL PROVISIONS
on
FOR: CONCRETE RESTORATION (2012-9)
AT VARIOUS LOCATIONS
TPW PROJECT NO. GGO1-537110-0202002
1. SCOPE OF WORK:
The work, covered by these specifications, includes removing failed reinforced concrete
pavement and replacing with a minimum of 7-inches of new reinforced concrete pavement and
removing failed joint material and replacing with new joint material and new silicone joint
sealant. 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.
i
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
AM 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
M1 contractor is not entitled to any additional compensation or renegotiation of individual pay item
bid prices.
M"
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.
SP-1
i
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 the 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, 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
MR be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard
Specification for Street and Storm Drain Construction of the City of Fort Worth, Texas.
The contract time will be counted from the date set at the pre -construction conference and will
continue until a time the inspector determines the project is ready for a final inspection. At that
�,. time a final inspection will be scheduled. If in the opinion of the inspector the project has not been
made ready, the final inspection will be cancelled and time will continue to be counted. A five
working day period is required for the rescheduling of a final inspection.
The Contractor also agrees to complete the final hunch list within ten (10) working days after
receiving it. If the Contractor fails to complete the work within ten (10) workine days, the countins
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
'i Specification for Street and Storm Drain Construction of the City of Fort Worth, Texas.
SP-2
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 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,
R demanding that within 10 days from the date that the letter is received, to 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 contracted time.
B. The Construction Engineer and the Director of the .Transportation and Public Works
Department will be made aware of the situation. If necessary, the City Manager's Office
and the appropriate city council members may also be informed.
C. Any notice that, in the City's sole discretion, is required to be provided to interested
individuals will be distributed by the Construction Engineer.
D. Upon receipt of the contractor's response, the appropriate City departments and directors
will be notified. The Construction Engineer will, if necessary, then forward updated
notices to the interested individuals.
E. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily
a second time prior to the completion of the contract; the bonding company will be
notified appropriately.
6. RIGHT TO ABANDON:
The City reserves the right to abandon, without obligation to the Contractor, any part of the project,
or the entire project, at any time before the Contractor begins any construction work authorized by
the City.
SP-3
7. CONSTRUCTION SPECIFICATIONS:
This contract and projects 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 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
SP-4
Highways", codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos.
27, 29, 30 and 31.
A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic
-- Engineer (iM7-392-8712 at least 10 working days prior to the preconstruction conference.
Although work will not begin until the traffic control plan 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 Depart-
ment, 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
can be re -installed, the Contractor shall again contact the Signs and Markings Division to re -install
the permanent sign and shall leave his temporary sign in place until such re -installation is
completed.
The Contractor shall limit his work within one continuous lane of traffic at a time to minimize
interruption to the flow of traffic upon the approval of the City Engineer.
Work shall not be performed on certain locations/streets (primarily arterials) during "peak traffic
periods (7 a.m. to 9 a.m. and to 4 p.m. to 6 p.m.)'; or, as determined by the City Traffic Engineer
and in accordance with the applicable provision of the "City of Fort Worth Traffic Control
Handbook for Construction and Maintenance Work Areas." See "Street By Street Quantity
Determination Spread Sheet", in the back of this document, for designated locations.
The contractor will be responsible for coordination, of proposed construction activities, with public
or private school administration. The proposed construction activities shall accommodate school
operating schedules, including school bus/parent drop off and pick up periods. The contractor shall
provide proper traffic and pedestrian control to ensure safety at all times. Construction areas shall
be properly barricaded/fenced to prevent public entry.
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.
SP-5
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
AM 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) 392-2486
It will be the contractor's responsibility to create and distribute a follow-uD notice/flyer
informing residents if for any reason work should stop on a project for more than five (5)
i
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/businesses 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`h and the 30`h day of each month. Checks (less retainage) will be sent to the
contractor within the two (2) week window following each payment period.
w. 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
SP-6
4b
compensation is claimed a written statement thereof shall be presented by the Contractor to the
Wk 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
Mb 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.
i
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.
i
Construction signage and barricades shall conform to the latest edition of the "Texas Manual on
Uniform Traffic Control Devices, Vol. No. 1".
15. DISPOSAL OF SPOIL/FILL MATERIAL:
.r
Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of
Transportation and Public Works, 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 the
Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site
without a fill permit or a letter from the Administrator approving the disposal site, upon notification
by the Director of the Transportation and Public Works, Contractor shall remove the spoil/fill
oft
SP-7
i
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.
M t Damage to sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of
City Engineer.
16. ZONING REOUIREMENTS:
During the construction of this project, the Contractor shall comply with present zoning
requirements of the City of Fort Worth.
a„ 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 onto the job site
nor will work begin until said schedule has been received and approval secured from the
r Construction Engineer. However, contract time will start even if the project schedule has not
been turned in. Contract start date would be outlined in the pre- construction work order notice.
Proiect schedule will be updated and resubmitted at the end of every estimating period. All costs
involved with producing and maintaining the project schedule shall be considered subsidiary to
this contract.
19. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches, painted yellow with black letters,
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar
apparatus. The warning sign shall read as follows:
SP-8
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF
HIGH VOLTAGE LINES."
(3) 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.
(4) When necessary to work within six feet of high voltage electric lines, notification shall be
given to the power company (TXU Electric Delivery) which will erect temporary
mechanical barriers,, de -energize the line, or raise or lower the line. The work done by the
power company shall not be at the expense of the City of Fort Worth. The notifying
department shall maintain an accurate log of all such calls to TXU Electric Delivery and
shall record action taken in each case.
Y (5) The Contractor is required to make arrangements with 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 the 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 the Contractor involving transactions
relating to this contract. Contractor agrees that the 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 the City shall, until the expiration of three (3) years after final
payment under the subcontract, have access to and the right to examine any directly pertinent
books, documents, papers and shall be provided adequate and appropriate work space, in order to
conduct audits in compliance with the provisions of this article together with Article VI. City
shall give the subcontractor reasonable advance notice of intended audits.
Contractor and subcontractor agree to photocopy such documents as may be requested by City.
City agrees to reimburse Contractor and/or subcontractor for the cost of copies at the rates as
contained in the Texas Administrative Code at the time payment is made.
SP-9
21. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
No
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
,P, 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 the 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 the City, its officers, servants or employees.
In the event the 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 the City satisfactory evidence that the claim has been settled and/or a release from the
claimant involved, or (b) provides the 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.
rr
22. SUBSTITUTIONS:
The specifications for materials set out the minimum standard of quality that the City believes
necessary to procure a satisfactory project. No substitutions will be permitted until the
Mft 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
Oft understood that if a material, product, or piece of equipment bearing the name so used is
furnished, it will be approved, as the particular trade name was used for the purpose of
establishing a standard of quality acceptable to the City. If a product of any other name is
proposed substitutes is procured by the Contractor. Where the term "or equal", or "approved
equal" is not used in the specifications, this does not necessarily exclude alternative items or
i 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.
SP-10
i 23. WATER FOR CONSTRUCTION:
i
i
Water for construction will be furnished by the Contractor, at his own expense.
24. SANITARY FACILITIES FOR WORKERS:
Im The Contractor shall provide all necessary conveniences for the use of workers at the project site.
Specific attention is directed to this equipment.
dft
i
25. MATERIAL STORAGE:
Material shall not be stored on private property unless the Contractor has obtained written
permission from the property Owner. A copy of the written permit shall be provided to the assigned
inspector prior to utilization of the property.
26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS:
-*� The Contractor shall take adequate measures to protect all existing structures, improvements and
utilities, which may be encountered. And it shall be the contractor's responsibility to call DIG-
TESS prior to construction activities on any street.
'0 27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC:
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The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and
Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain
Construction".
28. CONSTRUCTION
The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its employees
and all contractors and their sub -contractors must comply with this program as a condition of the
contract. All active sewer manholes, regardless of depth, are defined, as "permit required confined
spaces". Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT"
used by the Fort Worth Water Department (Field Operations Division) for each entry and possess
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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:
AM (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 twenty four (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.
EW (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.
M
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.
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NON -PAY ITEM NO. 2 - REMOVAL OF TRAFFIC BUTTONS AND INSTALLATION
OF 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 pavement before replacement. 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:
It shall be the contractor's responsibility to notify the utility companies that he has
-- commenced work on the project. Upon completion of a street the contractor shall notify the
utilities companies 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:
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AT&T — Telephone
ONCOR Electric Delivery
ATMOS Energy (Gas)
CFW - Street Light
CFW — Street Light Signal
CFW — Pavement Marking
Telephone Number
817-338-6202
214-384-3732 Cell
817-215-6688
817-215-4366
469-261-2314 Cell
817-392-8033
817-392-8775
817-360-6364 cell
817-392-8107
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Contact Person
Mr. Gary Tillory
Mr. Robert Martinez
Mr. John Crane
Mr. Jim Wakefield
Mr. Ken Brock
Mr. Chuck Snyder
CFW - Storm Drain
817-392-5196
Mr. Juan Cadena
CFW - Water
CFW - Sewer
817-212-2 699
817-925-2360 Cell
817-212-2699
817-944-8399 Cell
Mr. Roger Hauser
Mr. Rick Davis
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
Y including street rights -of -way and designated alleys. This permit can be obtained by calling the
Urban Forestry Office at (817) 392-7933. All tree work shall be in compliance with pruning
standards for Class II Pruning as described by the National Arborist Association. A copy of
these standards can be provided by calling the above number. Any damage to public trees due to
negligence by the Contractor shall be assessed using the current formula for Shade Tree
Evaluation as defined by the International Society of Arboriculture. Payment for negligent
damage to public trees shall be made to the City of Fort Worth and may be withheld from funds
due to the Contractor by the City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall
be immediately sealed using a commercial pruning paint. This is the only instance when pruning
paint is recommended.
NON -PAY ITEM NO.5 — PROJECT CLEAN-UP:
During the construction of this project, all parkways that are excavated shall be shaped, including
bar ditches, and backfilled at the same time the roadway is excavated. Excess excavation will be
disposed of at locations approved by the Engineer.
The Contractor shall be aware that keeping the project site in a neat and orderly condition is
considered an integral part of the contracted work and as such shall be considered subsidiary to
the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work
progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done
on a daily basis. Clean up work shall include, but not be limited to:
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
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• 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 five (5) working days shall elapse after completion of
construction before the roadway and right-of-way is cleaned and restored. Failure to do so will be
cause to stop the contractor from starting work on other streets. Project time will not be
suspended, and a $200 charge per day will be made as liquidation damages.
.r 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.
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NON -PAY ITEM NO.6 — STORM DRAIN INLET PROTECTION:
fm All 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.
1W
NON -PAY ITEM NO. 7 — AGREEMENT OF QUANTITIES
ao
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 five (5)
working days. If the Contractor is not in agreement, then the Contractor is required to, within
five (5) working days, arrange a field trip with the assigned inspector to show proof of the
difference.
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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.
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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 3/ 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.
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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,
4' tools and incidentals necessary to complete the work.
PAY ITEM NO.2 Utilitv Adjustment:
This item is included for the basic purpose of establishing a contract price which will be
comparable to the final cost of making necessary adjustments required due to street
improvements to water, sanitary sewer, and natural gas service lines and appurtenances where
such service lines and appurtenances are the property owner's responsibility to maintain. An
arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment
for utility adjustments, neither does it confine utility adjustments to the amount shown in the
Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber
to make the utility adjustments determined necessary by the Engineer. No payment will be made
for utility adjustments except those adjustments determined necessary by the Engineer. Should
the Contractor damage service lines due to his negligence, where such lines would not have
required adjustment or repair otherwise, the lines shall be repaired and adjusted by the
Contractor at the Contractor's expense.
AI, 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 & Replace Failed Reinforced Concrete Pavement:
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This item shall include the removal of failed reinforced concrete pavement as designated by the
MID construction Engineer with same day haul off of the removed material to a suitable dumpsite, and
replacement with 7-inches reinforced concrete pavement.
*.
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Included in this pay item will be the placement of joint material and silicone joint sealant within
and surrounding (between new and old concrete slabs) the removed and replaced panels. Joint
material and silicone joint sealant shall be in accordance with the enclosed technical
specification for "Silicone Joint Sealing for Concrete Pavement" and joint details. Also
subsidiary to this Dav item, Contractor shall adiust the ton of existing manholes and water valve
boxes as needed to match Dronosed trade.
For specifications governing this item, see Standard City Specifications, Item No. 104
"Removing Old Concrete", Item No. 314 "Concrete Pavement", Item Nos. 450 "Adjusting
- Manholes and Item No. 360 "Concrete Pavement" (enclosed).
For situations where extensive slab replacement is next to existing deteriorated or damaged curb,
T the contractor shall replace both slab and curb. The Engineer shall determine locations of curb
replacement. Payment for slab replacement shall be addressed under this Pay Item and payment
for curb replacement shall be addressed under Pay Item No. 5 "Remove & Replace 7" concrete
curb".
Contractor must remove existing failed pavement in a manner that subgrade is not disturbed.
Contractor must re -compact subgrade and areas re -compacted shall have a uniform density not
less than 95% of maximum density (ASTM D-698). In place density test per each repaired
surface area shall be undertaken. The guidelines for compacting, per standard specification Item
No. 202, "Rolling", may be waived due to physical construction restrictions. Engineer may
accept other compaction methods. Payment for compacting, including labor and equipment,
shall be incidental to other pay items in the contract.
If in the process of removing failed concrete pavement, it is revealed that the subgrade, even after
attempts to compact and re -shape, is not meeting requirements of standard specification Item No.
204 "Subgrade Preparation", and is exhibiting severe ruts and poor material composition that can
not be manipulated and compacted, the Contractor shall remove 6-inches of top subgrade and
replace with flexible base as directed by the Engineer. The cost of removing and disposing of
subgrade and placing of flexible base shall be covered in Pay Item No. 6, "Flex Base".
If failed concrete pavement has a depth that is less than 7-inches (distance between top of new
pavement surface and re -compacted subgrade surface), the Contractor shall remove excess
subgrade material. Subgrade must be re -shaped and re -compacted to allow replaced 7-inches
thick concrete pavement section. Cost of removing and proper disposal of excess excavated
material shall be covered under Pay Item No. 7, "Excavation".
If replaced pavement section depth exceeds 7-inches and subgrade meets compaction
requirements, the Contractor must pour a uniform pavement section exceeding 7-inches in depth.
The cost of additional concrete shall be covered under Pay Item No. 8, "Concrete" and shall be
full compensation for labor, material and equipment used.
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i The concrete shall be designed to include a minimum of 6 sacks of Type I, or Type III cement.
The maximum water cement ratio shall not exceed 5.5 gallons per sack. A Type A water -
reducing admixture and a Type C non -chloride set -accelerating admixture may be used with
minimum 5.5 sacks of type I or Type III cement to achieve the earliest possible concrete -setting
times. The use of a set -retarding admixture will not be permitted. The concrete shall be
designed to achieve a minimum compressive strength of 3,000 pounds per square inch in
seventy two (72) hours. Concrete pavement may be opened to traffic as long as the minimum
compressive strength requirement of 3000 pounds per square inch has been met. If the concrete
fails to reach the required 72-hour strength, the Engineer may direct that the concrete be
redesigned as necessary to meet these requirements.
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An entrained air content of three (3) to six (6) percent, as directed by the Engineer, shall be
provided. The fine aggregate shall have fineness modules of 2.60 to 2.80. All admixtures used
I" shall conform to the requirements of standard specifications Item No. 314, "Concrete Pavement'
except that the Type C set -accelerating admixture may require addition, at the job site, when the
temperature of the concrete is above 55' F. Either transit -mix or central -mix concrete will be
permitted.
Existing concrete pavement shall be sawed full depth. Reinforcing bars (No. 3 @ 18" OCBW),
dowels and tie bars shall be placed as shown on the enclosed joint details. All concrete
pavement not placed by hand shall be placed using a fully automated paving machine as
approved by the Engineer. Screeds will not be allowed except if approved by the Engineer.
Actual measured material in square yards, in place, shall be the basis for payment. Payment shall
be full compensation for labor, material and equipment used, at the locations determined by the
Engineer.
PAY ITEM No. 4 — Silicon Joint Sealing for Concrete Pavement that are not Marked for
409 Replacement:
The Contractor shall remove and clean up the existing joints as out lined by the Construction
Engineer, and replacement of polyethylene bond breaker tape and redwood expansion joint filler
at an expansion joint (when a slab is replaced at one side of a joint, Joint Detail No.1), backer
OW rod at a dummy joint (Joint Detail No.2) and silicone joint sealant. Silicone joint sealant shall be
applicable for existing joints (transverse, longitudinal, either construction or an expansion joint).
Also included in this pay item will be the saw cut and placements of joint material and silicon
joint sealing of newly formed joints at the existing panels to prevent future cracking as
determined by the Construction Engineer.
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Placement of Joint material and silicone Joint sealant within and surrounding (between new and
.. old concrete slabs) the removed and replaced panels shall be included in PAY ITEM No. 3.
Joint material and silicone joint sealant shall be in accordance with the enclosed TECHNICAL
SPECIFICATION for SILICONE JOINT SEALING
Removal and clean up of existing joint surfaces must yield uniform straight surface that would
"* allow the proper installation of silicone sealant per manufacturer guidelines. Removal of
existing joint material must be removed by an appropriate method such as a joint plow, a router
or hooks. Sand blasting or water could be used to clean inside surfaces of joint in preparation of
silicon application. Joint surfaces must be free of all contaminants and residue as called for by
silicone manufacturer criteria and as indicated in theconstruction method of the technical
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specification.
TECHNICAL SPECIFICATION
For
SILICONE JOINT SEALING
(Revision 1, October 18, 1989)
(Revision 2, May 12, 1994)
1. SCOPE
This specification for silicone joint sealing Portland Cement Concrete pavement and
curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD
SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY
OF FORT WORTH, and Item 2.210 "Joint Sealing" of STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF
GOVERNMENTS.
2. MATERIALS
2.1. The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A
sealant except as modified by the test requirements of this specification. Before the
installation of the joint sealant, the Contractor shall furnish the Engineer certification by
an independent testing laboratory that the silicone joint sealant meets these
requirements.
2.2. The manufacturer of the silicone joint sealant shall have a minimum two-year
demonstrated,. documented successful field performance with Portland Cement Concrete
pavement silicone joint sealant systems. Verifiable documentation shall be submitted to
the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall
be cold applied.
2.3. Self -Leveling Silicone Joint Sealant: The joint sealant shall be Dow Corning 890-SL
self -leveling silicone joint sealant as manufactured by Dow Corning Corporation,
Midland, MI 48686-0994, or an approved equal.
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Self -Leveling Silicone Joint Sealant
Test Method
Test
Requirement
AS SUPPLIED
Non Volatile Content, % min.
96 to 99
MIL-S-8802
Extrusion Rate, grams/minute
275 to 550
ASTM D 1475
Specific Gravity
1.206 to 1.340
* * * *
Skin -Over Time, minutes max.
60
* * * *
Cure Time, days
14 to 21
* * * *
Full Adhesion, days
14 to 21
AS CURED -
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ASTM D 412, Mod. Elongation, % min. 1400
ASTM D 3583 Modulus @ 150% Elongation, psi max. 9
(Sect. 14 Mod.)
ASTM C 719 Movement, 10 cycles @ +1001-50% No Failure
ASTM D 3583 Adhesion to Concrete, % Elongation min. 600
(Sect. 14 Mod.)
ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600
(Sect. 14 Mod.)
fifth
2.4. The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and
polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod
0, and breaker tape shall be installed in the saw -cut joint to prevent the joint sealant from
flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible
with the silicone joint sealant and no bond or reaction shall occur between them.
Reference is made to the Construction Detail" sheet for the various joint details with
their respective dimensions.
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3. TIME OF APPLICATION
On newly constructed Portland Cement Concrete pavement, the joints shall be initially
saw cut to the required depth with the proper joint spacing as shown on the
"Construction Detail" sheet or as directed by the Engineer within 12 hours of the
pavement placement. (Note that for the "dummy" joints, the initial 1/4 inch width
"green" saw -cut and the "reservoir" saw cut are identical and should be part of the same
saw cutting operation. Immediately after the saw cutting pressure washing shall be
applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall
be allowed to cure for a minimum of seven (7) days. Then the saw cuts for the joint
sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During
the application of the joint sealant, the weather shall not be inclement and the
temperature shall be 40F (4C) and rising.
4. EQUIPMENT
4.1. All necessary equipment shall be famished by the Contractor. The Contractor shall keep
his equipment in a satisfactory working condition and shall be inspected by the Engineer
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prior to the beginning of the work. The minimum requirements for construction
equipment shall be as follows:
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4.2. Concrete Saw: The sawing equipment shall be adequate in size and power to complete
the joint sawing to the required dimensions.
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4.3. High Pressure Water Pump: The high pressure cold water pumping system shall be
capable of delivering a sufficient pressure and volume of water to thoroughly flush the
concrete slurry from the saw -cut joint.
4.4. Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi
and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from
the compressed air. The blow -tube shall fir into the saw -cut joint.
4.5. Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant
to the joint.
.� 4.6. Injection Tool: This mechanical device shall apply the sealant uniformly into the joint.
4.7. Sandblaster: The design shall be for commercial use with air compressors as specified
qft in Paragraph 5.4.
4.8. Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of
contamination. They shall be compatible with the join depth and width requirements.
5. CONSTRUCTION METHODS
5.1. General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint
sealant placement shall be performed in a continuous sequence of operations.
5.2. Sawing Joints: The joints shall be saw -cut to the width and depth as shown on the
"Construction Detail" sheet. The faces of the joints shall be uniform in width and depth
along the full length of the joint.
5.3. Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be
completely removed from the joint and adjacent area by flushing with high pressure
water. The water flushing shall be done in one -direction to prevent joint contamination.
When the Contractor elects to saw the joint by the dry method, flushing the joint with
Ra high pressure water may be deleted. The dust resulting from the sawing shall be removed
from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989)
After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a
mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees
and at a distance of one to two inches from the face of the joint: Both joint faces shall be
sandblasted in separate, one directional passes. Upon the termination of the sandblasting,
the joints shall be blown -out using compressed air. The blow tube shall fit into the
joints.
SP-21
The blown joint shall be checked for residual dust or other contamination. If any dust or
contamination is found, the sandblasting and blowing shall be repeated until the joint is
AW cleaned. Solvents will not be permitted to remove stains and contamination.
Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint.
Open, cleaned joints shall not be left unsealed overnight.
Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in the
Am cleaned joint prior to the application of the joint sealant in a manner that will produce the
required dimensions.
+k 5.4. Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall
be applied using the mechanical injection tool. The joint sealant application shall not be
permitted when the air and pavement temperature is less than 40F (4C). Joints shall not
MR be sealed unless they are clean and dry.
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Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement
surface shall be removed and discarded and shall not be used to seal the joints.
The pavement surface shall present a clean final condition.
Traffic shall not be allowed on the fresh sealant until it becomes tack -free.
Approval of Joints: A representative of the sealant manufacturer shall be present at the
job site at the beginning of the final cleaning and sealing of the joints. He shall
demonstrate to the Contractor and the Engineer the acceptable method for sealant
installation. The manufacturer's representative shall approve the clean, dry joints before
the sealing operation commences.
6. WARRANTY
The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint
sealing materials. The manufacturer shall agree to provide any replacement material free
of charge to the City. Also, the Contractor shall provide the Engineer a written warranty
on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to
the City. Both warranties shall be for two years after final acceptance of the completed
work by the Engineer.
7. BASIS OF PAYMENT
Payment will be made at the Contract bid item unit price bid per linear foot (L.F.) as
provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of
shall be full compensation for furnishing all materials and for all preparation, delivery,
and application of those sealing materials and for all labor, equipment, tools and
incidentals necessary to complete the silicone joint sealing in conformity with the plans
and these specifications.
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PAY ITEM No. 5 - Remove and Replace 7" Concrete Curb:
This item includes the replacement of curb where extensive slab replacement is required next to
existing deteriorated or damaged curb with same day haul -off of the removed material to a
suitable dumpsite. The contractor shall replace both slab and curb. The Engineer shall determine
locations and limits of curb replacement.
Standard specification Item No. 104 "Remove Old Concrete" and Item No.502, "Concrete Curb
and Gutter", shall apply except as follows: Integral curb shall be constructed along the edge of
the pavement as an integral part of the slab and of the same concrete as the slab. The concrete
for the curb shall be deposited no more than thirty (30) minutes after the concrete in the slab is
placed. In situations where only curb replacement is called for, new slab and curb shall be
drilled into existing pavement per detail sheet. Concrete slab shall be paid for under Pay Item
No. 3, "Reinforced Concrete Pavement" and curb shall be paid under this Pay item.
Contractor shall backfill behind the curb within five (5) working days from the day of completing
the curb, if the contractor fails to complete the backfill within five (5) working days, $100 dollar
** liquidated damage will be assessed per block per day.
Required backfilling shall be at finish 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.
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. 6 — Flex Base:
This item addresses subgrade that has irregularities, weak spots; ruts, and not meeting
compaction requirements as determined by the Engineer. Contractor shall excavate these areas
and replace with flexible base material. Application of flexible base material shall be accordance
with standard specification Item No. 208, "Flexible Base".
Measurement is in cubic yard and shall cover actual area of material used. Payment is full
compensation and covers the cost of labor, material, and equipment used in excavating and
hauling off failed subgrade material and manipulating, spreading, and compaction of flexible
'4 base material. Use of material shall be determined in the field by the Engineer or his
Representative.
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PAY ITEM No. 7 — Unclassified Street Excavation:
i
This item covers the cost of removing excess subgrade material in areas where the existing -failed
pavement section is 6-inches or less in thickness and the proposed pavement is 7-inches or
greater in thickness. This item covers the removal and proper disposal of excess subgrade
material and shall be in accordance with standard specifications Item No. 106, "Unclassified
Street Excavation".
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Measurement is in cubic yards and payment shall be for all labor, equipment used and the
removal and disposal of material. (Manipulation, re -shaping, and compaction of subgrade is
covered under Pay Item No. 3, "Remove and Replace Failed Reinforced Concrete Pavement".)
Excavation shall be determined in the field by the Engineer or his Representative.
PAY ITEM No. 8 — Concrete - Install:
This item covers the cost of additional concrete used in the replaced pavement sections that
exceeds 7-inches in depth. Replaced pavement section to be uniform and the concrete should be
cast monolithically. Mix requirement, material selection, compressive strength, etc., shall match
requirements highlighted in Pay Item No. 3, "Remove and Replace Failed Reinforced Concrete
Pavement".
Actual measured material in cubic yards, in place, shall be the basis for payment. Payment
would be full compensation for labor, material and equipment used. Additional concrete shall be
determined in the field by the Engineer or his Representative.
PAY ITEM NO.9 — Remobilization:
This Item shall compensate the Contractor to remobilize personnel, equipment, supplies and
material to perform additional work as directed by Engineer. Request for reimbursement of
remobilization expenses shall be denied unless prior approval is granted by the Engineer.
Remobilization shall be determined by the Engineer.
The unit price per bid per each will be full compensation for all labor, equipment, material, tools,
and all incidentals necessary to complete the work.
END OF SECTION
..,
SP-24
0�
ITEM 360
CONCRETE PAVEMENT
�n 360.1. Description. Construct hydraulic cement concrete pavement with or without curbs on the concrete
pavement.
360.2. Materials.
A. Hydraulic Cement Concrete. Provide hydraulic cement concrete in accordance with Item 421,
"Hydraulic Cement Concrete," except that strength over -design is not required. Provide Class P
concrete designed to meet a minimum average flexural strength of 570 psi or a minimum average
compressive strength of 3,500 psi at 7 days or a minimum average flexural strength of 680 psi or a
minimum average compressive strength of 4,400 psi at 28 days. Test in accordance with Tex-448-A or
Tex-418-A.
When shown on the plans or allowed, provide Class HES concrete for very early opening of small
pavement areas or leave -outs to traffic. Design Class HES to meet the requirements of Class P and a
minimum average flexural strength of 400 psi or a minimum average compressive strength of 2,600 psi
in 24 hr., unless other early strength and time requirements are shown on the plans or allowed. No
strength over -design is required. Type III cement is allowed for Class HES concrete.
Use Class A or P concrete for curbs that are placed separately from the pavement. Provide concrete
that is workable and cohesive, possesses satisfactory finishing qualities, and conforms to the mix
design and mix design slump.
B. Reinforcing Steel. Provide Grade 60 deformed steel for bar reinforcement in accordance with
Item 440, "Reinforcing Steel." 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 smooth, straight dowels of the size shown on the plans, free of burrs, and
conforming to the requirements of Item 440, "Reinforcing Steel." Coat dowels with a thin film of
grease or other approved de -bonding material. Provide dowel caps on the lubricated end of each
dowel bar used in an expansion joint. Provide dowel caps filled with a soft compressible material
with enough range of movement to allow complete closure of the expansion joint.
2. Tie Bars. Provide straight deformed steel tie bars. Provide either multiple -piece tie bars or single -
piece tie bars as shown on the plans. Provide multiple -piece tie bars composed of 2 pieces of
deformed reinforcing steel with a coupling capable of developing a minimum tensile strength of
125% of the design yield strength of the deformed steel when tensile -tested in the assembled
configuration. Provide a minimum length of 33 diameters of the deformed steel in each piece. Use
multiple -piece tie bars from the list of "Prequalified Multiple Piece Tie Bar Producers" maintained
by the Construction Division, or submit samples for testing in accordance with Tex-711-I.
C. Curing Materials. Provide Type 2 membrane curing compound conforming to DMS-4650,
— "Hydraulic Cement Concrete Curing Materials and Evaporation Retardants." Provide SS-1 emulsified
asphalt conforming to Item 300, "Asphalts, Oils, and Emulsions," for concrete pavement to be
overlayed with asphalt concrete under this Contract unless otherwise shown on the plans or approved.
Provide materials for other methods of curing conforming to the requirements of Item 420, "Concrete
Structures."
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, "Hydraulic 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."
360.3. Equipment. Furnish and maintain all equipment in good working condition. Use measuring,
mixing, and delivery equipment conforming to the requirements of Item 421, "Hydraulic Cement
Concrete." Obtain approval for other equipment used.
A. Placing, Consolidating, and Finishing Equipment. Provide approved self-propelled paving
equipment that uniformly distributes the concrete with minimal segregation and provides a smooth
machine -finished consolidated concrete pavement conforming to plan line and grade. Provide an
approved automatic grade control system on slip -forming equipment. Provide approved mechanically
operated finishing floats capable of producing a uniformly smooth pavement surface. Provide
equipment capable of providing a fine, light water fog mist.
Provide mechanically operated vibratory equipment capable of adequately consolidating the concrete.
Provide immersion vibrators on the paving equipment at sufficiently close intervals to provide uniform
vibration and consolidation of the concrete over the entire width and depth of the pavement and in
accordance with the manufacturer's recommendations. Provide immersion vibrator units that operate at
a frequency in air of at least 8,000 cycles per minute. Provide enough hand -operated immersion
vibrators for timely and proper consolidation of the concrete along forms, at joints and in areas not
covered by other vibratory equipment. Surface vibrators may be used to supplement equipment -
mounted immersion vibrators. Provide tachometers to verify the proper operation of all vibrators.
For small or irregular areas or when approved, the paving equipment described in this Section is not
required.
B. Forming Equipment.
1. Pavement Forms. Provide metal 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 5/8 in. to 1 in., a minimum weight
of 70 oz. per square yard, and a strong, durable, rot -resistant backing material bonded to the
facing.
2. Tining Equipment. Provide a self-propelled transverse metal tine device equipped with 4-in. to
6-in. steel tines and with cross-section approximately 1/32 in. thick by 1/12 in. wide, spaced at
1 in., center -to -center. Hand -operated tining equipment that produces an equivalent texture may be
used only on small or irregularly shaped areas or, when permitted, in emergencies due to
equipment breakdown.
E. Curing Equipment. Provide a self-propelled machine for applying membrane curing compound using
mechanically pressurized spraying equipment with atomizing nozzles. Provide equipment and controls
that maintain the required uniform rate of application over the entire paving area. Provide curing
equipment that is independent of all other equipment when production rates are such that the first
application of membrane curing compound cannot be accomplished immediately after texturing and
after free moisture has disappeared. Hand -operated pressurized spraying equipment with atomizing
nozzles may only be used on 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.
H. Testing Equipment. Provide testing equipment regardless of job -control testing responsibilities in
accordance with Item 421, "Hydraulic Cement Concrete," unless otherwise shown in the plans or
specified.
I. Coring Equipment. When required, provide coring equipment capable of extracting cores in
accordance with the requirements of Tex424-A.
J. Miscellaneous Equipment. Furnish both 10-ft. and 15-ft. steel or magnesium long -handled standard
straightedges. Furnish enough work bridges, long enough to span the pavement, for finishing and
inspection operations. Furnish date stencils to impress pavement placement dates into the fresh
concrete, with numerals approximately 2 in. high by 1 in. wide by 1/4 in. deep.
360.4. Construction. Obtain approval for adjustments to plan grade -line to maintain thickness over minor
subgrade or base high spots while maintaining clearances and drainage. Maintain subgrade or base in a
smooth, clean, compacted condition in conformity with the required section and established grade until the
pavement concrete is placed. Keep subgrade or base damp with water sufficiently in advance of placing
pavement concrete. Adequately light the active work areas for all nighttime operations. Provide and
maintain tools and materials to perform testing.
A. Paving and Quality Control Plan. Submit a paving and quality control plan for approval before
beginning pavement construction operations. Include details of all operations in the concrete paving
process, including longitudinal construction joint layout, sequencing, curing, lighting, early opening,
leave -outs, sawing, inspection, testing, construction methods, other details and description of all
equipment. List certified personnel performing the testing. Submit revisions to the paving and quality
control plan for approval.
B. Job -Control Testing. Unless otherwise shown on the plans, perform all fresh and hardened concrete
job -control testing at the specified frequency. Provide job -control testing personnel meeting the
requirements of Item 421, "Hydraulic Cement Concrete." Provide and maintain testing equipment,
including strength testing equipment at a location acceptable to the Engineer. Use of a commercial
laboratory is acceptable. Maintain all testing equipment calibrated in accordance with pertinent test
methods. Make strength -testing equipment available to the Engineer for verification testing.
Provide the Engineer the opportunity to witness all tests. The Engineer may require a retest if not given
the opportunity to witness. Furnish a copy of all test results to the Engineer daily. Check the first few
concrete loads for slump, air, and temperature on start-up production days to check for concrete
conformance and consistency. Sample and prepare strength test specimens (2 specimens per test) on
the first day of production and for each 3,000 sq. yd. or fraction thereof of concrete pavement
thereafter. Prepare at least 1 set of strength -test specimens for each production day. Perform slump, air,
and temperature tests each time strength specimens are made. Monitor concrete temperature to ensure
that concrete is consistently within the temperature requirements. The Engineer will direct random job -
control sampling and testing. Immediately investigate and take corrective action as approved if any
Contractor test result, including tests performed for verification purposes, does not meet specification
requirements.
When job -control testing by the Contractor is waived by the plans, the Engineer will perform the
testing; however, this does not waive the Contractor's responsibility for providing materials and work
in accordance with this Item.
1. Job -Control Strength. Unless otherwise shown on the plans or permitted by the Engineer, use
7-day job -control concrete strength testing in accordance with Tex-448-A or Tex-418-A.
For 7-day job -control by flexural strength, use a flexural strength of 520 psi or a lower job -control
strength value proven to meet a 28-day flexural strength of 680 psi as correlated in accordance
with Tex-427-A. For 7-day job -control by compressive strength, use a compressive strength of
3,200 psi or a lower job -control strength value proven to meet a 28-day compressive strength of
4,400 psi as correlated in accordance with Tex-427-A.
Job control of concrete strength may be correlated to an age other than 7 days in accordance with
Tex-427-A when approved. Job -control strength of Class HES concrete is based on the required
strength and time.
When a job -control concrete strength test value is more than 10% below the required job -control
strength or when 3 consecutive job -control strength values fall below the required job -control
strength, investigate the strength test procedures, the quality of materials, the concrete production
operations, and other possible problem areas to determine the cause. Take necessary action to
correct the problem, including redesign of the concrete mix if needed. The Engineer may suspend
concrete paving if the Contractor is unable to identify, document, and correct the cause of low
strength test values in a timely manner. If any job -control strength is more than 15% below the
required job -control strength, the Engineer will evaluate the structural adequacy of the pavements.
When directed, remove and replace pavements found to be structurally inadequate at no additional
cost.
2. Split -Sample Verification Testing. Perform split -sample verification testing with the Engineer on
random samples taken and split by the Engineer at a rate of at least 1 for every 10 job -control
samples. The Engineer will evaluate the results of split -sample verification testing. Immediately
investigate and take corrective action as approved when results of split -sample verification testing
differ more than the allowable differences shown in Table 1, or when the average of 10 job -control
strength results and the Engineer's split -sample strength result differ by more than 10%.
Table 1
Verification Testin ; Limits
Test Method Allowable Differences
Temperature, Tex-422-A 2°F
Slump, Tex-415-A 1 in.
Air content, Tex-414-A or Tex-416-A 1 %
Flexural strength, Tex-448-A 19%
Compressive strength, Tex-418-A 10%
C. 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. Verify that tie bars that are drilled and epoxied into concrete at longitudinal construction joints
develop a pullout resistance equal to a minimum of 3/4 of the yield strength of the steel after 7 days.
Test 15 bars using ASTM E 488, except that alternate approved equipment may be used. All 15 tested
bars must meet the required pullout strength. If any of the test results do not meet the required
minimum pullout strength, perform corrective measures to provide equivalent pullout resistance.
Repair damage from testing. Acceptable corrective measures include but are not limited to installation
of additional or longer tie bars.
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.
D. Joints. Install joints as shown on the plans. Joint sealants are not required on concrete pavement that is
to be overlaid with asphaltic materials. Clean and seal joints in accordance with Item 438, "Cleaning
and Sealing Joints and Cracks (Rigid Pavement and Bridge Decks)." Repair excessive spalling of the
joint saw groove using an approved method before installing the sealant. Seal all joints before opening
the pavement to all traffic. When placing of concrete is stopped, install a rigid transverse bulkhead,
accurately notched for the reinforcing steel and shaped accurately to the cross-section of the pavement.
1. Placing Reinforcement at Joints. Where the plans require an assembly of parts at pavement
joints, complete and place the assembly at the required location and elevation with all parts rigidly
secured in the required position. Accurately notch joint materials for the reinforcing steel.
2. Transverse Construction Joints.
a. Continuously Reinforced Concrete Pavement (CRCP). Install additional longitudinal
reinforcement through the bulkhead when shown on the plans. Protect the reinforcing steel
immediately beyond the construction joint from damage, vibration, and impact.
b. Concrete Pavement Contraction Design (CPCD). When the placing of concrete is
intentionally stopped, install and rigidly secure a complete joint assembly and bulkhead in the
planned transverse contraction joint location. When the placing of concrete is unintentionally
stopped, install a transverse construction joint either at a planned transverse contraction joint
location or mid -slab between planned transverse contraction joints. For mid -slab construction
joints, install tie bars of the size and spacing used in the longitudinal joints.
c. 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. Construct curb joints in accordance with Item 529,
"Concrete Curb, Gutter, and Combined Curb and Gutter."
E. Placing and Removing Forms. Use clean and oiled forms. Secure forms on a base or firm subgrade
that is accurately graded and that provides stable support without deflection and movement by form
riding equipment. Pin every form at least at the middle and near each end. Tightly join and key form
sections together to prevent relative displacement.
Set side forms far enough in advance of concrete placement to permit inspection. Check conformity of
the grade, alignment, and stability of forms immediately before placing concrete, and make all
necessary corrections. Use a straightedge or other approved method to test the top of forms to ensure
that the ride quality requirements for the completed pavement will be met. Stop paving operations if
forms settle or deflect more than 1/8 in. under finishing operations. Reset forms to line and grade, and
refinish the concrete surface to correct grade.
Avoid damage to the edge of the pavement when removing forms. Repair damage resulting from form
removal and honeycombed areas with a mortar mix within 24 hr. after form removal unless otherwise
approved. Clean joint face and repair honeycombed or damaged areas within 24 hr. after a bulkhead
for a transverse construction joint has been removed unless otherwise approved. When forms are
removed before 72 hr. after concrete placement, promptly apply membrane curing compound to the
edge of the concrete pavement.
Forms that are not the same depth as the pavement but are within 2 in. of that depth are permitted if the
subbase is trenched or the full width and length of the form base is supported with a firm material to
produce the required 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.
F. Concrete Delivery. Clean delivery equipment as necessary to prevent accumulation of old concrete
before loading fresh concrete. Use agitated delivery equipment for concrete designed to have a slump
of more than 5 in. Segregated concrete is subject to rejection. Place agitated concrete within 60 min.
after batching. Place non -agitated concrete within 45 min. after batching. In hot weather or under
conditions causing quick setting of the concrete, times may be reduced by the Engineer. Time
limitations may be extended if the Contractor can demonstrate that the concrete can be properly placed,
consolidated, and finished without the use of additional water.
G. 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 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.
Vibrator operations are subject to review.
2. Date Imprinting. Imprint dates in the fresh concrete indicating the date of the concrete placement.
Make impressions approximately 1 ft. from the outside longitudinal construction joint or edge of
pavement and approximately 1 ft. from the transverse construction joint at the beginning of the
placement day. Orient the impressions to be read from the outside shoulder in the direction of final
traffic. Impress date in DD-MM-YY format. Imprinting of the Contractor name or logo in similar
size characters to the date is allowed.
3. Curbs. Where curbs are placed separately, conform to the requirements of Item 529, "Concrete
Curb, Gutter, and Combined Curb and Gutter."
4. Temperature Restrictions. Place concrete that is between 40°F and 95°F when measured in
accordance with Tex-422-A 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.
H. Spreading and Finishing. Finish all concrete pavement with approved self-propelled equipment. Use
power -driven spreaders, power -driven vibrators, power -driven strike -off, and screed, or approved
alternate equipment. Use the transverse finishing equipment to compact and strike off the concrete to
the required section and grade without surface voids. Use float equipment for final finishing. Use
concrete with a consistency that allows completion of all finishing operations without addition of water
to the surface. Use the minimal amount of water fog mist necessary to maintain a moist surface.
Reduce fogging if float or straightedge operations result in excess slurry.
1. Finished Surface. Perform sufficient checks with long -handled 10-ft. and 15-ft. straightedges on
the plastic concrete to ensure that the final surface is within the tolerances specified in Surface
Test A in Item 585, "Ride Quality for Pavement Surfaces." Check with the straightedge 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 applications of evaporation retardant on the pavement
surface. Apply evaporation retardant at the rate recommended by the manufacturer. Reapply the
evaporation retardant as needed to maintain the concrete surface in a moist condition until curing
system is applied. Do not use evaporation retardant as a finishing aid. Failure to take acceptable
precautions to prevent surface drying of the pavement will be cause for shut down of pavement
operations.
3. Surface Texturing. Perform surface texturing using a combination of a carpet drag and metal
tining. 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.
A metal -tine texture finish is required unless otherwise shown on the plans. Provide the metal -tine
finish immediately after the concrete surface has set enough for consistent tining. 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.
5. Emergency Procedures. Use hand -operated equipment for applying texture, evaporation
retardant, and cure in the event of equipment breakdown.
I. Curing. Keep the concrete pavement surface from drying by water fogging until the curing material
has been applied. Maintain and promptly repair damage to curing materials on exposed surfaces of
concrete pavement continuously for at least 3 curing days. A curing day is defined as a 24-hr. period
when either the temperature taken in the shade away from artificial heat is above 507 for at least
19 hr. or when the surface temperature of the concrete is maintained above 407 for 24 hr. Curing
begins when the 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 Structures," may be used when specified or approved.
1. Membrane Curing. After texturing 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 rate of not more than 180 sq. ft. per gallon. Apply the first coat within
10 min. after completing texturing operations. Apply the second coat within 30 min. after
completing texturing operations.
Before and during application, maintain curing compounds in a uniformly agitated condition, free
of settlement. Do not thin or dilute the curing compound.
w Where the coating shows discontinuities or other defects or if rain falls on the newly coated
surface before the film has dried enough to resist damage, apply additional compound at the same
rate of coverage to correct the damage. Ensure that the curing compound coats the sides of the
tining grooves.
2. Asphalt Curing. When an asphaltic concrete overlay is required, apply a uniform coating of
asphalt curing at a rate of 90 to 180 sq. ft. per gallon as required. Apply curing immediately after
texturing and just after the free moisture (sheen) has disappeared. Obtain approval to add water to
the emulsion to improve spray distribution. Maintain the asphalt application rate when using
diluted emulsions. Maintain the emulsion in a mixed condition during application.
3. Curing Class HES Concrete. For all Class HES concrete pavement, provide membrane curing in
accordance with Section 360.411, "Membrane Curing," followed promptly by water curing until
opening strength is achieved but not less than 24 hr.
J. Sawing Joints. Saw joints to the depth shown on the plans as soon as sawing can be accomplished
without damage to the pavement regardless of time of day or weather conditions. 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 match the paving production rate to ensure
sawing completion at the earliest possible time to avoid uncontrolled cracking. Reduce paving
production if necessary to ensure timely sawing of joints. Promptly restore membrane cure damaged
within the first 72 hr. of curing.
K. Protection of Pavement and Opening to Traffic. Testing for early opening is the responsibility of the
Contractor regardless of job -control testing responsibilities unless otherwise shown in the plans or
directed. 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. Where a detour is not readily available or economically feasible, an occasional
crossing of the roadway with overweight equipment may be permitted for relocating equipment
only but not for hauling material. When an occasional crossing of overweight equipment is
permitted, temporary matting or other approved methods may be required.
Maintain an adequate supply of sheeting or other material to cover and protect fresh concrete
- surface from weather damage. Apply as needed to protect the pavement surface from weather.
2. Opening Pavement to All Traffic. Pavement that is 7 days old may be opened to all traffic.
Before opening to traffic, clean pavement, place stable material against the pavement edges, seal
-_ joints, and perform all other traffic safety related work.
3. Opening Pavement to Construction Equipment. Unless otherwise shown on the plans, concrete
pavement may be opened early to concrete paving equipment and related delivery equipment after
the concrete is at least 48 hr. old and opening strength has been demonstrated in accordance with
Section 360.4.K.4, "Early Opening to All Traffic," before curing is complete. Keep delivery
equipment at least 2 ft. from the edge of the concrete pavement. Keep tracks of the paving
equipment at least 1 ft. from the pavement edge. Protect textured surfaces from the paving
equipment. Restore damaged membrane curing as soon as possible. Repair pavement damaged by
paving or delivery equipment before opening to all traffic.
4. Early Opening to All Traffic. Concrete pavement may be opened after curing is complete and the
concrete has attained a flexural strength of 450 psi or a compressive strength of 2,800 psi, except
that pavement using Class HES concrete may be opened after 24 hr. if the specified strength is
achieved.
a. Strength Testing. Test concrete specimens cured under the same conditions as the portion of
the pavement involved.
b. Maturity Method. Unless otherwise shown on the plans, the maturity method, Tex-426-A,
may be used to estimate concrete strength for early opening pavement to traffic. Install at least
2 maturity thermocouples for each day's placement in areas where the maturity method will
be used for early opening. Thermocouples, when used, will be installed near the days final
placement for areas being evaluated for early opening. Use test specimens to verify the
strength —maturity relationship in accordance with Tex-426-A, starting with the first day's
placement corresponding to the early opening pavement section.
After the first day, verify the strength —maturity relationship at least every 10 days of
production. Establish a new strength —maturity relationship when the strength specimens
deviate more than 10% from the maturity -estimated strengths. Suspend use of the maturity
method for opening pavements to traffic when the strength —maturity relationship deviates by
more than 10% until a new strength —maturity relationship is established.
When the maturity method is used intermittently or for only specific areas, the frequency of
verification will be as determined by the Engineer.
5. Emergency Opening to Traffic. Under emergency conditions, when the pavement is at least
72 hr, old, open the pavement to traffic when directed in writing. Remove all obstructing
materials, place stable material against the pavement edges, and perform other work involved in
providing for the safety of traffic as required for emergency opening.
L. Pavement Thickness. The Engineer will check the thickness in accordance with Tex-423-A unless
other methods are shown on the plans. The Engineer will perform 1 thickness test consisting of 1
reading at approximately the center of each lane every 500 ft. or fraction thereof. Core where directed
in accordance with Tex-424-A to verify deficiencies of more than 0.2 in. from plan thickness and to
determine the limits of deficiencies of more than 0.75 in. from plan thickness. Fill core holes using a
concrete mixture and method approved by the Engineer.
1. Thickness Deficiencies Greater than 0.2 in. When any depth test measured in accordance with
Tex-423-A is deficient by more than 0.2 in. from the plan thickness, take one 4-in. diameter core
at that location to verify the measurement.
T If the core is deficient by more than 0.2 in. but not by more than 0.75 in. from the plan thickness,
take 2 additional cores from the unit (as defined in Section 360.4.L.3, "Pavement Units for
Payment Adjustment") at intervals of at least 150 ft. and at locations selected by the Engineer, and
determine the thickness of the unit for payment purposes by averaging the length of the 3 cores. In
calculations of the average thickness of this unit of pavement, measurements in excess of the
specified thickness by more than 0.2 in. will be considered as the specified thickness plus 0.2 in.
2. Thickness Deficiencies Greater than 0.75 in. If a core is deficient by more than 0.75 in., take
additional cores at 10 ft. intervals in each direction parallel to the centerline to determine the
boundary of the deficient area. The Engineer will evaluate any area of pavement found deficient in
thickness by more than 0.75 in. but not more than 1 in. As directed, remove and replace the
deficient areas without additional compensation or retain deficient areas without compensation.
Remove and replace any area of pavement found deficient in thickness by more than 1 in. without
additional compensation.
3. Pavement Units for Payment Adjustment. Limits for applying a payment adjustment for
deficient pavement thickness from 0.20 in. to not more than 0.75 in. are 500 ft. of pavement in
each lane. Lane width will be as shown on typical sections and pavement design standards.
For greater than 0.75 in. deficient thickness, the limits for applying zero payment or requiring
removal will be defined by coring or equivalent nondestructive means as determined by the
Engineer. The remaining portion of the unit determined to be less than 0.75 in. deficient will be
subject to the payment adjustment based on the average core thickness at each end of the 10 ft.
interval investigation as determined by the Engineer.
T Shoulders will be measured for thickness unless otherwise shown on the plans. Shoulders 6 ft.
wide or wider will be considered as lanes. Shoulders less than 6 ft. wide will be considered part of
the adjacent lane.
Limits for applying payment adjustment for deficient pavement thickness for ramps, widenings,
acceleration and deceleration lanes, and other miscellaneous areas are 500 ft. in length. Areas less
than 500 ft. in length will be individually evaluated for payment adjustment based on the plan
area.
M. Ride Quality. Unless otherwise shown on the plans, measure ride quality in accordance with Item 585,
"Ride Quality for Pavement Surfaces."
360.5. Measurement. This Item will be measured as follows:
A. Concrete Pavement. Concrete pavement will be measured by the square yard of surface area in place.
The surface area includes the portion of the pavement slab extending beneath the curb.
B. Curb. Curb on concrete pavement will be measured by the foot in place.
360.6. Payment. These prices are full compensation for materials, equipment, labor, tools, and incidentals.
A. Concrete Pavement. The work performed and materials furnished in accordance with this Item and
measured as provided under "Measurement" will be paid for at the adjusted unit price bid for
"Concrete Pavement" of the type and depth specified as adjusted in accordance with Section 360.6.13,
"Deficient Thickness Adjustment."
B. Deficient Thickness Adjustment. Where the average thickness of pavement is deficient in thickness
by more than 0.2 in. but not more than 0.75 in., payment will be made using the adjustment factor as
specified in Table 2 applied to the bid price for the deficient area for each unit as defined under
Section 36O.4.L.3, "Pavement Units for Payment Adjustment."
Table 2
Deficient Thickness Price Adjustment Factor
Deficiency in Thickness Determined by
Proportional Part of Contract Price
Cores (in.)
Allowed (adjustment factor)
Not deficient
1.00
Over 0.00 through 0.20
1.00
Over 0.20 throe h 0.30
0.80
Over 0.30 throu�j% 0.40
0.72
Over 0.40 through 0.50
0.68
Over 0.50 through 0.75
0.57
C. Curb. Work performed and furnished in accordance with this Item and measured as provided under
"Measurement" will be paid for at the unit price bid for "Curb" of the type specified.
.w
Ln
EW
40
..
M
1W
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Operator
I $10.06 j
Asphalt Distributor Operator
$13.99
Asphalt Paving Machine Operator
$12.78
{ Asphalt Raker
$11.01 {
{ Asphalt Shoveler
$ 8.80
{ Batching Plant Weigher
$14.15
1 Broom or Sweeper Operator
$ 9.88
Bulldozer Operator
$13.22
Carpenter
$12.80 j
Concrete Finisher, Paving
$12.85
{ Concrete Finisher, Structures
{ $13.27
{ Concrete Paving Curbing Machine Operator
{ $12.00
{ Concrete Paving Finishing Machine Operator
{ $13.63 {
{ Concrete Paving Joint Sealer Operator
$12.50 j
{ Concrete paving Saw Operator
$13,56 {
{ Concrete Paving Spreader Operator
$14.50 {
Concrete Rubber
$10.61
{ Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator
$14.12 j
{ Electrician
$18.12
j Flagger
$ 8.43
{ Form Builder/Setter, Structures
$11.63
{ Form Setter, Paving & Curb
, $11.83 {
Foundation Drill Operator, Crawler Mounted
I $13.67 {
Foundation Drill Operator, Truck Mounted
I $16,30 {
{ Front End Loader Operator
I $12.62 {
Laborer, Common
i $ 9.18 {
Laborer, Utility
{ $10.65 {
{ Mechanic
$16.97 {
{ Millinp�Machine Operator, Fine Grade
$11.83
{ Mixer operator
$11.58'
Motor Grader Operator, Fine Grade
{ $15.20 {
{ Motor Grader Operator, Rough
$14.50 {
Oiler
$14.98
Painter, Structures
$13.17 {
{ Pavement Marking Machine Operator
$10.04 {
{ PiRelayer
$11.04 {
{ Reinforcing Steel Setter, Paving
$14.86
{ Reinforcing Steel Setter, Structure
$16.29 {
{ Roller Operator, Pneumatic, Self -Propelled
{ $11.07 �
Roller Operator, Steel Wheel, Flat Wheel/Tamping
{ $10.92 {
Roller Operator, Steel Wheel, Plant Mix Pavement
{ $11.28
Scraper Operator
{ $11.42
{ Servicer
I $12.32
( Slip Form Machine Operator
( $12.33 {
{ Spreader Box Operator
$10.92
{ Tractor Operator, Crawler Type
$12.60
Tractor Operator, Pneumatic
{ $12.91 {
j Traveling Mixer Operator
{ $12.03 {
{ Truck Driver, Lowboy -Float
$14.93 {
{ Truck Driver, Single Axle, Heavy
$11.47
{ Truck Driver, Sin4q Axle, Light
$10.91
j Truck Driver, Tandem Axle, Semi -Trailer
$11.75 {
{ Truck Driver, Transit -Mix
$12.08 {
{ Wagon Drill, Boring Machine, Post Hole Driller Operator
$14.00 j
1
Welder
$13.57
Work Zone Barricade Servicer
{ $10.09
VENDOR COMPLIANCE TO STATE LAW
*• The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to
non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident
bidders (out of state contractors whose corporate offices or principal place of business are outside of the
State or 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 principle place of business, are not
required to underbid resident bidders.
B. Our principle place of business or corporate offices are in the State of Texas. LJ
Bidder:
Estrada Concrete Companv. LLC
MR
1623 Garza Ave
Dallas, TX 75216
MM rQnCisec, t5 a,,
By: (Please Print)
Signature
Pre6 _,'�eJeJ-
Title (Please Print)
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 Concrete Restoration (2012-9) at Various Locations.
CONTRA TOR
By
�. Name: �1 AnrGcSro
Cr
Title: ?Ae4, IA.
Date: LWAgWl
STATE OF TEXAS §
COUNTY OF TARRANT §
Before me, the undersigned authority, on this day personally appeared
Fi►'Ciy! JSco C5krdj , 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 E5haa(a wnze(e WQa2 . L CL(, for the purposes and
consideration therein expressed and in the capacitytflerein stated.
Given Under My Hand and Seal of Office this X-X day of ^ , 201.
la
Notary Public in and for the State of
Texas
-, Pi:'+p" MARIA M. Q4MARU10
*: MY COMMISSION EXPIRES
September 17, 2012
9-1
EQUIPMENT SCHEDULE
List of Equipment owned by Bidder that is in serviceable condition
WM" and available for use:
'Mh' Portions of work Bidder proposes to sublet in case of Award of
Contracts including amount and type:
�k.,
-M_
11-2
♦ •
Contractor: Estrada Concrete Company LLC 12/22/2011
1623 Garza Ave. Dallas, TX 75216
Office: 469 877-6635 or 214 477-9974
Fax: 214 372-5623
email: estradafrancisco@sbcglobal.net
Estrada Concrete CO LLC / current contracts
OWNER: City of Frisco
PROJECT NAME: Eldorado at Teel Sidewalk improvement
CONTRACT AMOUNT: $448,320.00
CONTACT: Art Harle PE
PHONE 972 292-5435
OWNER: City of Carrollton
PROJECT NAME: Annual Contract for Street Alley& Sidewalk Repair
CONTRACT AMOUNT: $1,000,000.00
CONTACT: Kirk Iverson / Public works
PHONE 972 466-3482
OWNER: City of Frisco
PROJECT NAME: Hickory Street Trail Extension
CONTRACT AMOUNT: $73,842.00
CONTACT: John Doshir/ Project Manager
PHONE 972 292-6514
OWNER: City of Dallas
PROJECT NAME: Sidewalk Group 06-142
CONTRACT AMOUNT: $501,760.75
CONTACT: Wilkens Engmann/ Project Manager
PHONE 214 948-4001
OWNER: City of Arlington
PROJECT NAME: 2011 Misc Concrete Street Maintenance & Handicap Ramp Program
CONTRACT AMOUNT: $1,428,750.00
CONTACT: Josh Majors/ Project Manager
PHONE 214 478-6135
ESTRADA CONCRETE COMPANY LLC
1623 GARZA AVE
DALLAS TX, 75216
OFFICE 469-877-6635/214-779-6432
FAX 214-372-5623
EMAIL estradafranciso a(�.sbMobal.net
REFERENCE SHEET
CITY OF FARMERS BRANCH
CONTACT: MR. OLEN
PHONE: 214-662-7820
PROJECT: DENNIS LANE AND HEARTHSTONE DRIVE SIDEWALKS
AMOUNT:154,000
COMPLETED BY OWN CREWS: 100%
CITY OF BEDFORD
CONTACT: STEVE HINE
PHONE: 817-713-0622
PROJECT: CONCRETE STREET PANEL RECONSTRUCTION AT VARIOUS
LOCATIONS
AMOUNT:50,000.00
COMPLETED BY OWN CREWS :100%
DALLASISD
CONTACT: MR. BRUNO
PHONE: 214-738-1751
PROJECT: CONCRETE REPAIRS
AMOUNT: 500.000.00
COMPLETED BY OWN CREWS: 100%
CITY OF ROCKWALL
CONTACT: WILLIAM
PHONE: 214-801-2391
PROJECT: STREET REPAIRS AT VARIOUS LOCATIONS
AMOUNT: 300,000.00
COMPLETED BY OWN CREWS: 100%
CITY OF ROCKWALL
CONTACT: ANDY HASSER
PHONE: 214-205-1637
PROJECT: SQUABBLE CREEK TRAIL
AMOUNT:302,000.00
COMPLETED BY OWN CREWS :100%
V':6`'R i:.c Ary Cii�' �b, .I'; •E r'j(p:pGs�
ESTRADA CONCRETE COMPANY LLC
1623 GA.RZA AVE
DALLAS TX, 75216
OFFICE 469-877-6635/214-779-6432
FAX 214-372-5623
EMAIL estradafrancisonsbcglobal.net
REFERENCE SHEET
CITY OF FRISCO
CONTACT: MR. WESS HICKS
PHONE:972-292-6516
PROJECT: LEBANON TRAIL INFILL
AMOUNT:320,000
COMPLETED BY OWN CREWS: 100%
CITY OF FRISCO
CONTACT: MR. ART
PHONE: 972-292-5435
PROJECT: ELDORADO PKWY PEDESTRIAN RAPROV.
AMOUNT:1,141,000
COMPLETED BY OWN CREWS: 100%
CITY OF RICHARDSON
CONTACT: GENE JACKSOM
PHONE: 469-644-1822
PROJECT: 2010 CITYWIDE STREET REPAIRS CONTRACT
AMOUNT:1,500,000.00
COMPLETED BY OWN CREWS: 100%
CITY OF GRAND PRAIRIE
CONTACT:ENRIQUE OCHOA
PHONE: 817-288-2775
PROJECT: BOWLESS PARK PARKING AND RECREATIONAL TRAILS
AMOUNT: 238,890.00
COMPLETED BY OWN CREWS: 100%
CITY OF CEDAR HILL
CONTACT: MR. COREY L.
PHONE: 972-291-5126 EXT.2830
PROJECT: 2009 CDBG SIDEWALK AND ACCESSIBILITY B PROV.
AMOUNT:120,000
COMPLETED BY OWN CREWS: 100%
North Central Texas Regional
Minority Business
Enterprise Certification
Agency
Estrada Concrete Company, LLC
Minority Business Enterprise
has flied with the Agency an Affidavit as defined by N('TR(A M/WBF Policies & Procedures and is hereby certified
to provide service(s) in the following areas;
238110;
Poured Concrete Foundation and Structure Contractors;
July 2011
This Certification is valid begining and superceded any registration or Hsting
previously issued. This certification must ne updated annually by submission of an Annual Update Affidavit -At any time
there is a change in ownership or control of the firm, notification must he made immediately to the North Central Texas
Regional Certification Agency.
July 12
Certificate expiration 120_
Certification Administrator
Issued date July ,20 11
CERTIFICATION NO. HMMB49951 N0712
North Central Texas Regional
Minority Business
Enterprise Certification
Agency
Estrada Concrete Company, LLC
Minority Business Enterprise
has tiled with the Agency an Affidavit an defined by N(.TR('A MlWDF. Policies & Procedures and is hereby certified
to provide service(s) in the following areas:
238110;
Poured Concrete Foundation and Structure Contractors;
July 2011
This Certification is valid begining and superceded any registration or I -sting 4
previously issued. This certification must ne updated annually by submission of an Annual update Affidavit -At any time
then; is a change in ownership or control of the firm, notification must be made immediately to the North Central'iexas
Regional Certification Agency. '
I7 r
July 12
Certificate expiration ,20
` Certification Administrator �1
Issued date July ,20 11 - r'
CERTIFICATION NO. HMMB49951NO712
THE STATE OF TEXAS
COUNTY OF TARRANT
PERFORMANCE BOND
2
Bond# NTX3525
KNOW ALL BY THESE PRESENTS:
Merchants National
That we (1) Estrada Concrete Comnanv. LLC as Principal herein, and (2) Bonding. Inc. , a
corporation organized under the laws of the State of (3) Iowa , 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:
Five Hundred Thousrand Six Hundred Twentv Dollars and Zero Cents... Dollars (SS00.620.001 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 contract with the Obligee dated the 27 of March. 2012 a
copy of which is attached hereto and made a part hereof, for the construction of
Concrete Restoration 2012-9
NOW THEREFORE, the condition of this obligation is such, if the said Principle 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.
v
r PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such
statute, to the same extent as if it were copied at length herein.
~ IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have
executed this instrument.
SIGNED and SEALED this 27 of March. 2012.
ATTEST:
AZ,
(Principal) Secretary
(SEAL)
Estrada Concrete ComDanv. LLC
PRINCIPAL (4)
BY: 41 iv Gam' `
Title: i
1623 Garza Ave
Dallas. TX 75216
(Address) -MA4�� LAA
,�ss (�/ �- Merchants National BBdin_g, Inc.
itnn tx`1$a-f� Sure
Address BY:
ATTEST' / Q Brady K. x (Alto-inFact)1
4ayY)
Mitchell (Surety)ecretary
2100 F Drive Des Moines, IA
(SEAL)
kwo
�r
asCat ^Cptg
JJ
eQLL''
Witness as to Surety C n �cn
5930 Valley View Ln., Ste 200 Dallas, TX 75240
( Address)
1
�1
1
.J
" jAddress)
NOTE: Date of Bond must/Of
prior to date of Co
(1) Correct NContractor
(2) Correct n(3) Stateof iof Surety
Telephone numT of surety must be stated.
In addition, an original copy of Power of
Attorney shall be attached to Bond by
Attorney -in -Fact.
The date of bond shall not be prior to date of
Contract.
bo
ON PAYMENT BOND
Bond# NTX3525
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
_ That we, (I) Estrada Concrete Comnanv. LLC. as Principal herein, and (2) Merchants National Bonding, Inc.
. a corporation organized and existing under the laws of the State of (3) Iowa surety, as are
w
held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,
14 t Texas, Obligee herein, in the amount of Five Hundred Thousand Six Hundred Twenty Dollars and Zero
y Cents... Dollars ($500.620.00) for the payment whereof, the said Principal and Surety bind themselves and their
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents:
WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the 27 day of
March. 2012 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:
Concrete Restoration 2012-9
NJ 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.
NJ PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said
NJ statute, to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have
'} executed this instrument.
NJ
SIGNED and SEALED this ;I day of, March, 2 12.
NJ
I
..
• ATTEST:�
(Principal) Secretary
am (SEAL)
W ss as to Prin&al
a- ATTEST:
� SeaveWry Lin say itchell
(S E A L)
Witness as to Surety Candice Allen
Estrada Concrete Corripanp. LLC
PRINCIPAL
By: rj.ftkef - ,C x.♦A
Name: —Fvahtoed A -
Title: fte5jdot�
Address: 1623 Garza Ave
Dallas. TX 75216
Merchants National Bonding. Inc.
SURETY
By:
Name: rady K. Cox
A mey in Fact
Address: 2100 Fleur Drive
Des Moines,1A 50321
Telephone Number. 515-243 171
(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.
t.
bo
MAINTENANCE BOND
THE STATE OF TEXAS § Bond# NTX3525
bm
COUNTY OF TARRANT
Merchants National
That Estrada Concrete ComaanW, LLC ("Contractor'), as principal, and Bonding, Inc.
. a corporation organized under the laws of the State of Iowa
('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 Five Hundred Thousand Si: Hundred
Twentv Dollars and Zero Cents... Dollars (S500.620.00), lawful money of the United States, for
payment of which sum well and truly be made unto said City and its successors, said Contractor
and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and
successors, jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of
Fort Worth, dated the 27 of March, 2012, a copy of which is hereto attached and made a part
hereof, for the performance of the following described public improvements:
Concrete Restoration 2012-9
the same being referred to herein and in said contract as the Work and being designated as
project number(s) GG01-637110-0202002 and said contract, including all of the specifications,
conditions, addenda, change orders and written instruments referred to therein as Contract
Documents being incorporated herein and being made a part hereof; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so
construct the work that it will remain in good repair and condition for and during a period of after
the date of the final acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and
condition for said term of Two (21 vears; and
WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in
part at any time within said period, if in the opinion of the Director of the City of Fort Worth
Department of Engineering, it be necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to
repair or reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to
maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said
Contract, these presents shall be null and void, and have no force or effect. Otherwise, this
Bond shall be and remain in full force and effect, and the City shall have and recover from
Contractor and Surety damages in the premises as prescribed by said Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon
for successive breaches until the full amount hereof is exhausted.
IN WITNESS WHEREOF, this instrument is executed in 7 counterpart(s), each of which
shall be deemed an original, this 27 day of March, A.D.2012.
ATT T: Estrada Concrete Companv. LLC
(SEAL) Contractor
Secretary
ATTEST:
(SEAL)
ft-�M--kj kA
Secretary Lindsay Mitchell
Name:. Q�G
Title: t
Merchants National Bonding, Inc.
Surety
By:
Name: BrXy cox
Title: Att&ney-in-fact . y
2100 Fleur Drive _
Des Moines, U 50321
Address
515-243-8171
Telephone Number
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact your insurance agent at the telephone number provided by your insurance agent.
You may call Merchants Bonding Company's toll -free telephone number for information or to make a
complaint at:
1-800.678-8171
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, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim
you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part
or condition of the attached document.
SUP 0032 TX (7/07)
MERCHANTS
BONDING COMPANY
POWER OF ATTORNEY
Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING,
INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies'),
and that the Companies do hereby make, constitute and appoint, individually,
Blaine Allen; Brady K Cox; Brent Baldwin; Brock Baldwin; Michael B Hill; William D
Baldwin
of Dallas and State of TX their true and lawful Attomey-in-Fact, with full power
and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety
any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any
such instrument shall not exceed the amount of,
FIVE MILLION ($5,000,000.00) DOLLARS
and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly
authorized officers of the Companies, and all the acts of said Attomey-in-Fad, pursuant to the authority herein given, are
hereby ratified and confirmed.
This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of
Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National
Bonding, Inc., on October 24, 2011.
"The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have
power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the
seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in
the nature thereof.
The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to
any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance,
or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and
effect as though manually fixed."
In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 1st day of January , 2012 .
STATE OF IOWA
COUNTY OF POLK ss.
MERCHANTS BONDING COMPANY (MUTUAL)
MERCHANTS NATIONAL BONDING, INC.
By 7 7-z�
President
On this 1st day of January 2012, before me appeared Larry Taylor, to me personally known, who being by me duly swom did
say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and
that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and
sealed in behalf of the Companies by authority of their respective Boards of Directors.
In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year
first above written.
MARANDA GREENWALT
Commission Number 770312
o My Commission Expires
October28,2014
STATE OF IOWA
COUNTY OF POLK ss.
4'"s�dri
!Votary Public, Polk County,
Iowa
I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies,
which is stilFm full force and effect and has not been amended or revoked.
In Wtness inyFeTeof. Ifiave hereunto set my hand and affixed the seal of the Companies on
this 27t1: day.ef - krch, 2012
POA 0014 (11/11)
POq •;°q•
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1933
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6
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Secretary
CITY OF FORT WORTH, TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT
This agreement made and entered into this the 27 day of March A.D., 20129 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 I Ith 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, Estrada Concrete
Comuanv. LLC. HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be made
and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith,
the said Contractor hereby agrees with the said Owner to commence and complete the construction of
certain improvements described as follows:
Concrete Restoration 2012-9
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by
the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are
hereto attached and made a part of this contract the same as if written herein.
3.
The Contractor hereby agrees and binds himself to commence the construction of said work
within ten (10) days after being notified in writing to do so by the Department of E i meerin of the City
of Fort Worth.
RFICIAL RECORD
CITY SECRETARY
4' FT. WORTH, TX
The Contractor hereby agrees to prosecute said work with reasonable diligence alter the
commencement thereof and to fully complete and finish the same ready for the inspection and approval of
the Department of Transportation of the City of Fort Worth and the City Council of the City of Fort
Worth within a period of One Hundred Fiftv (150) 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 $200 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 same in accordance with the Contract Documents or to take charge of
and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost
to the said City shall exceed the contract price or prices set forth in the said plans and specifications made
a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and
specifying an itemized statement of the total cost thereof, said excess cost.
6
Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the
project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify,
hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and
against any and all claims or suits for property loss, property damage, personal injury, including death,
arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor,
its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv.
damage or death is caused, in whole or in part, by the neelieence or allezed neelizence of
Owner. its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify
and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and
employees and any damage, loss or destruction to property of the Owner arising from the performance of
any of the terms and conditions of this Contract, whether or not anv such iniury or damage is
caused in whole or in part by the ne,elizence or alleged nee-lizence of Owner. its officers,
servants or emplovees..
In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior
to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b)
provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred
to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result n%verk perfed
under a City Contract.
OFFICIAL RECORD
' 7 CITY SECRETARY
FT. WORTH, TX
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 for 100 percent (100%) of the total contract price, and said surety shall be a
surety company duly and legally authorized to do business in the State of Texas, and acceptable to the
City Council of the City of Fort Worth.
8.
Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the
aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal
submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in
monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of
invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates n/a,
shall be Five Hundred Thousand Six Hundred Twentv Dollars and Zero Cents... Dollars,
($500,620.00).
9.
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Department of Engineering.
w
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 copied verbatim herein.
11.
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 THEREOF, the City of Fort Worth has caused this instrument to be signed in 7
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 7 counterparts with its corporate seal attached.
Done in Fort Worth, Texas, this the 27 day of March, A.D., 2012.
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
LJ
rl
APPROVAL RECOMMENDED:
DOUGI S W. WIERSIG, P.E.
DIRECTOR, DEPARTMENT OF
TRANSPORTATION/PUBLIC WORKS
ATTEST:
CONTRACTOR
Estrada Concrete Companv. LLC
BY: G Q/l / r ,L/lArOsA4
P(454& -
TITLE
1623 Garza Ave
Dallas, TX 75216
ADDRESS
November 1960
Revised May 1986
Revised September 1992
Revised March 2006
CITY OF FORT WORTH
FERNANDO COSTA, ASST CITY MANAGER
04
MARY J. SERA, /CJITY SECRETARY
(S E A L)�Z�T�Z
APPROVED AS TO FORM AND
LEGALITY:
DOUGLAS W. BLACK, ASST. CITY ATTORNEY
3.14 1Z
OFFICIAL RECORD
CITY SECRETARY `
FT. WORTH, TX j
Project Name: Concrete Restoration ( )
DOE Project Number:
jft
Mapsco Location:
.4
Street Maintenance Work Notice
As part of the City of Fort Worth's Street Maintenance Program,
has been contracted to repair your street. During the maintenance work, there will be a
brief time that you may not have access to your residence or business. On the days
_ specified below, vehicles can not be parked on the street. Also, please turn off your
sprinkler adjacent to the street.
If you have any questions or concerns, please contact contractor
at
If we are not able to resolve your concern to your satisfaction, you may also contact
City of Fort Worth Inspector at Monday -
Friday between 7:30 a.m. and 4:30 p.m.
After 4:30 p.m. and on weekends, call (817) 392-8100.
Block
Street
Project
Expected Construction Dates
Limits
Name
Limits
Weather Permittinq
1100 to 1200
Brown Street
Yates Avenue to Keller Springs Parkway
From 6-20-06 to 7-4-06
Nombre del Proyecto: Concrete Restoration ( )
Numero del Proyecto DOE:
Ubicacion Mapsco:
Notificacion de Mantenimiento de la Calle
Como parte del Programa de Mantenimiento de las Calles de la Ciudad de Fort Worth,
ha sido contratado para reparar su calle. Durante este
trabajo de mantenimiento, habra un tiempo breve en que no tenga acceso a su hogar o
negocio. En los dias especificados abajo, vehiculos no deben estacionarse el la calle.
Tambien, por favor apague su sistema de regar el cesped cerca de la calle.
Si tiene alguna pregunta o concierne, por favor Ilame al contratista al
Si no resuelve su concierne a su satisfaccion, puede tambien Ilamar a la Oficina de
Inspeccion de la Ciudad de Fort Worth al , de lunes a
viernes entre las 7:30 a.m. y 4:30 p.m.
Despues de las 4:30 p.m. o en los fines de semana Ilame al (817) 392-8100.
Limites Nombre Limites Fechas de Construccion
De Bloques de Calle De Proyecto Permitiendo el Estado de Tiemoo
1100 a 1200 Brown Street Yates Avenue a Keller Springs Parkway De 6-20-06 a 7-4-06
PROJECT DESIGNATION SIGN
4,_0„
1'
_ PMS-288
420 RT WO „RTMA
f
-T 4
61
PMS - 167
13„
3" i Project Title j
1
3 I 4'-0" 2ND LINE t
IF NECESSARY -/ 3 "
12" = Contractor: 1»
22°�TContractor's Name—.2
"
71
2
12"= Scheduled Completion Date 1»
12 = Year T 2
5"
IJ
FONTS:
FORT WORTH LOGO = CHELTINGHAM BOLD
ALL OTHER LETTERING = ARIAL BOLD
LOGO COLORS:
FORT WORTH - PMS 288
LONGHORN LOGO - PMS 167 PROJECT DESIGNATION SIGN
LETTERING - PMS 288
BACKGROUND - WHITE CITY OF FORT WORTH -CONSTRUCTION STANDARD
BORDER -BLUE DRAWING N0, I DATE: 9-20-02