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SPECIFICATIONS ~COI.TRAClOn-c;o.
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CONTRACT DOCUMENTS __ ...._. _ __ ... ,u.,
FOR
BRICK PAVEMENT REPAIR (2010-12)
AT VARIO US LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
CITY SECRETARY
CITY PROJECT NO. 01546 CONTRACT NO. ::\ 0 la ,.3
TPW PROJECT NO. C293-541200-209640154683
2010
MIKE MONCRIEF
MAYOR
DALE A. FISSELER, P.E.
CITY MANAGER
WILLIAM A. VERKEST, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ANDY ANDERSON, P.E., ASSISTANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
PREPARED BY
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
INFRASTRUCTURE GROUP ,=· .
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
08-09-10 PJ3:54 IN
CITY OF FORT WORTH
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ADDENDUM No . 1
Issued : May , 24 /2010
FOR
BRICK PAVEMENT REPAIR (2010-12)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH
CITY PROJECT No . 01546
TPW PROJECT NO. C293-541200-209640154683
The contract and documents for the subject project are hereby revised or amended to clarify
the following :
Paragraph No . 4 , on page P-3 of the proposal shall be deleted and replaced with the following
paragraph:
The undersigned agrees to complete aH work covered by these contract documents within
one hundred (100) 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 .
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-responsi ve .
By: [/Ji --~--------Tariqul Islam , Project Manager
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M&CReview Page 1 of2
Official site of the City of Fort Worth, Texas
CITY COUNCIL AGENDA
FORT WORTH
~
COUNCIL ACTION: Approved on 7/13/2010
DATE: 711312010 REFERENCE
NO.: **C-24302 LOG NAME: 20BRICK PAVEMENT
REPAIR 2010-12
CODE: C TYPE: PUBLIC
CONSENT HEARING: NO
SUBJECT: Authorize the Execution of a Contract in the Amount of $449,397.50 with CPS Civil, LLC
for Brick Pavement Repair 2010-12 at Seven Locations (COUNCIL DISTRICTS 2 and 9)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract in the
amount of $449 ,397.50 with CPS Civil, LLC for 100 calendar days for Brick Pavement Repair 2010-
12 at seven locations.
DISCUSSION:
In the Fiscal Year 2009-2010 Contract Major Maintenance Program, various types of street
maintenance techniques are grouped into specific contract packages . Brick pavement repair provides
for the removal and replacement of damaged brick pavement. The contract will be funded from the
Contract Street Maintenance Fund.
The City also reserves the right to increase or decrease quantities of individual pay items within the
contract, provided that the total contract amount remains within plus or minus 25 percent of the
contract award.
This project was advertised for bid in the Fort Worth Star-Telegram on May 13 and May 20 ,
2010. On June 10 , 2010 , the following bids were received:
BIDDERS AMOUNT
CPS Civil , LLC $449 ,397 .50
C . Green Scaping, LP $596,439 .00
Ed A. Wilson, Inc. $785,446 .25
CPS Civil, LLC is in compliance with the City's M/WBE Ordinance by committing to 20 percent
M/WBE participation. The City's goal on this project is 14 percent.
This project is located in COUNCIL DISTRICTS 2 and 9.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated , of the Contract Street Maintenance Fund .
TO Fund/Account/Centers FROM Fund/Account/Centers
http://apps.cfwnet.org/council _packet/me _review.asp?ID= 13 770&councildate=7/13 /2010 7/26/2010
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M&CReview
Submitted for City Manager's Office by_;_
Originating Department Head:
Additional Information Contact:
ATTACHMENTS
20BR2010-12 MAP PAGE 01.pdf
20BR2010-12_MAP_PAGE_02.pdf
Page 2 of2
C293 541200 209640154683 $449 .397.50
Fernando Costa (8476)
William Verkest (8255)
Tariqul Islam (2486)
http://apps.cfwnet.org/council_packet/mc _review.asp?ID= 13 770&councildate=7/13 /2010 7/26/2010
SPECIFICATIONS
AND
co'NTRACT DOCUMENTS
FOR
BRICK PAVEMENT REPAIR (2010-12)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 01546
TPW PROJECT NO. C293-541200-209640154683
5-7-/0
INFRASTRUCTURE MANAGER
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
DATE
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. Masonry Paving Specifications
7. Specification for Silicon Joint Sealing
8. Item 360, Concrete Pavement (Modified Specification)
9. Prevailing Wage Rates
10. Vendor Compliance
11. Contractor Compliance with Worker's Compensation Law
12. Certificate of Insurance
13. Equipment Schedule
14. Experience Record
15. Performance Bond
16. Payment Bond
17. Maintenance Bond
18. Contract
19. Notice of Construction Detail
20. Project Designation Sign Detail
21. Other Details
22. Street Locations
Sealed Proposals for the following :
BRICK PAVEMENT REPAIR (2010-12)
AT VARIOUS LOCATIONS
CITY PROJECT NO. 01546
TPW PROJECT NO. C-293-541200-209640154683
Submit package to C ity of Fort Worth , Purchas ing Div ision , in the lower level of the Municipal
Building , 1000 Throckmorton Street, Fort Worth , Texas 76102 until 1:30 P.M., Thursday, June 10,
2010 , 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 11:00 A.M. May 27, 2010, in Conference Room 270 , 2nd Floor ,
Municipal Building .
The major work on the above-referenced project shall consist of the following items :
1,015
9,150
5,580
CY
SF
SF
Remove and replace concrete base
Remove and replace pavement br ick paver
Remove and replace sidewalk brick paver
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 .
DALE A. FISSELER, P.E.
CITY MANAGER
Advertising Dates:
May 13, 2010
May 20, 2010
1 - 1
WILLIAM A. VERKEST, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS
DEPARTMENT
By: -~?tli _____ -___ _
TARIQUL ISLAM
Graduate Engineer
1.
2.
SPECIAL INSTRUCTIONS TO BIDDERS
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 mus t 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 (l) 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.
PROPOSAL: After proposals have been opened and read aloud, the proposals will be
tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the
application of such formulas or other methods of bringing items to a common basis as
may be established in the Contract Documents.
The total obtained by taking the sum of the products of unit prices quoted and the
estimated quantities plus any lump sum items and such other quoted amounts as may
enter into the cost of the completed project will be considered as the amount of the bid.
Until the award of the contract is made by the Owner, the right will be reserved to reject
any or all proposals and waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided , without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
Documents prior to the bid receipt. Information regarding the status of addenda may be
obtained by contacting the Transportation and Public Works Department at (817) 392-
2486. Bids that do not acknowledge all applicable addenda will be rejected as non-
respons1ve.
SPECIAL INSTRUCTIONS TO BIDDERS
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4. AW ARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities . No bid may be withdrawn until the expiration of forty-nine (49) City
business days from the date that the M /WBE UTILIZATION FORM, PRIME
CONTRACTOR W AIYER FORM and /or the GOOD FAITH EFFORT FORM
("Documentation") is received by the City.
5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the
Texas Government Code, as amended .
A. If the total contract price is $25,000 or less, payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
B. If the contract amount is in excess of $25,000, a Payment Bond shall be
executed, in the amount of the contract, solely for the protection of all claimants
supplying labor and material in the prosecution of the work.
C. If the contract amount is in excess of $100,000 , a Performance Bond shall be
executed, in the amount of the contract conditioned on the faithful performance of
the work in accordance with the plans, specifications, and contract documents.
Said bond shall solely be for the protection of the City of Fort Worth.
D. A Two-year Maintenance Bond is required for all projects to insure the prompt,
full and faithful performance of the general guarantee as set forth in Paragraph 7
of the Special Provisions.
To be an acceptable surety on the performance, payment and maintenance bonds, the
surety must be authorized to do business in the state of Texas and meet all requirements
of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a
certificate of authority from the Untied States secretary of the treasury to qualify as a
surety on obligations permitted or required under federal law; or (2) have obtained
reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and
admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority
from the Untied States secretary of the treasury to qualify as a surety on obligations
permitted or required under federal law. Satisfactory proof of any such reinsurance shall
be provided to the City upon request. The City, in its sole discretion, will determine the
adequacy of the proof required herein .
No sureties will be accepted by the City that are at the time in default or delinquent on
any bonds or which are interested in any litigation against the City. Should any surety on
the contract be determined unsatisfactory at any time by the City, notice will be given to
the contractor to that effect and the contractor shall immediately provide a new surety
satisfactory to the City
SPECIAL INSTRUCTIONS TO BIDDERS
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M&C Review
Submitted for City Manager's Office by:
Originating Department Head:
Additional Information Contact:
ATTACHMENTS
20BR2010-12_MAP _PAGE_01 .pdf
20BR2010-12_MAP _PAGE_02 .pdf
Page 2 of2
C293 541200 209640154683 $449 ,397.50
Fernando Costa (8476)
William Verkest (8255)
Tariqul Islam (2486)
http://apps.cfwnet.org/council_packet/mc _review.asp?ID= 13 770&councildate=7/13/2010 7/14/2010
6.
7.
LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 -General
Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain
Construction of the City of Fort Worth, Texas, concerning liquidated damages for late
completion of projects.
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 l JA-21 through lJA-29 of the Code of
the City of Fort Worth (1986), as amended, prohibiting discrimination in employment
practices.
8 WAGE RA TES: All bidders will be required to comply with prov1s10n 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.
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
damage/$500,000 bodily injury per person per occurrence. A commercial business
policy shall provide coverage on "any auto", defined as autos owned, hired, and non-
owned). Additional lines of coverage may be requested. If such a request is made after
bid opening, Contractor shall be entitled to additional compensation equal to 110% of the
additional premium cost. For worker's compensation insurance requirements, see Special
Instructions to Bidders -Item 16.
ADDITIONAL INSURANCE REQUIREMENTS:
A. The City, its officers, employees and servants shall be endorsed as an additional
insured on Contractor's insurance policies excepting employer's liability insurance
coverage under Contractor's workers' compensation insurance policy.
B. Certificates of insurance shall be delivered to the City of Fort Worth, contract
administrator in the respective department as specified in the bid documents, 1000
Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on
the contracted project.
C. Any failure on part of the City to request required insurance documentation shall
not constitute a waiver of the insurance requirements specified herein.
SPECIAL INSTRUCTIONS TO BIDDERS
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D. Each insurance policy shall be endorsed to provide the City a minimum thirty
days notice of cancellation, non-renewal, and/or material change in policy terms
or coverage. A ten days notice shall be acceptable in the event of non-payment of
premrnm.
E. Insurers must be authorized to do business in the State of Texas and have a
current A.M. Best rating of A: VII or equivalent measure of financial strength and
solvency .
F. Deductible limits, or self-funded retention limits, on each policy must not exceed
$10 ,000.00 per occurrence unless otherwise approved by the City.
G. Other than worker's compensation insurance, in lieu of traditional insurance, City
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups . The City must approve in writing any alternative
coverage.
H. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
recovery in favor of the City.
I. City shall not be responsible for the direct payment of insurance premium costs
for contractor's insurance.
J. Contractor's insurance policies shall each be endorsed to provide that such
insurance is primary protection and any self-funded or commercial coverage
maintained by City shall not be called upon to contribute to loss recovery .
K . In the course of the project, Contractor shall report, in a timely manner, to City's
officially designated contract administrator any known loss occurrence which
could give rise to a liability claim or lawsuit or which could result in a property
loss.
L. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
M. Upon the request of City, Contractor shall provide complete copies of all
insurance policies required by these contract documents.
11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the
City of Fort Worth will not award this contract to a non-resident bidder unless the non-
resident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
non-resident bidder to obtain a comparable contract in the state in which the non-
resident's principal place of business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in
this state, but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
SPECIAL INSTRUCTIONS TO BIDDERS
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"Texas resident bidder" means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state.
This provision does not apply if the project is funded in whole or in part with federal
funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet specifications. The failure of a non-resident contractor to do so
will automatically disqualify that bidder.
12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort
Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort
Worth has goals for the participation of minority business enterprises and women
business enterprises in City contracts. You may obtain a copy of the Ordinance from the
Office of the City Secretary.
The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort
Form, as applicable, must be submitted no later than 5:00 p. m. five (5) City business
days after the bid opening date, exclusive of the bid opening date. The bidder shall
submit the documentation at the reception area of the Transportation and Public Works
Department ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt.
Failure to comply shall render your bid non-responsive.
Upon contract execution between the City of Fort Worth and the successful bidder, now
known as Contractor, a pre-construction meeting will be scheduled at which time the
Contractor is required to submit either Letters of Intent or executed agreements with the
M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed
agreements shall include the following information:
1. Name of Contract
2. Name of M/WBE firm utilized '
3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performed by the M/WBE firm
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
purposes.
• Reports are to be submitted monthly to the M/WBE Office, regardless of whether or
SPECIAL INSTRUCTIONS TO BIDDERS
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not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a
particular month, place a "O" or "no participation" in the spaces provided, and provide
a brief explanation.
• The Contractor shall provide the M/WBE Office proof of payment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining, in detail:
a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
• If the Contractor foresees a problem with submitting participation reports and/or
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
and why in documentation.
a. All requests for changes must be reviewed and pre-approved by the M/WBE
Office.
b. If the Contractor makes change(s) prior to approval, the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth, The Contractor will provide the
M/WBE Office with a Final Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor -City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call (817) 871-6104.
Upon request, Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise (M/WBE)
on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books, records or files in its possession that will substantiate the
actual work performed by an M/WBE. The misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud by the Contractor will be
SPECIAL INSTRUCTIONS TO BIDDERS
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grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation (other than a negligent misrepresentation) and/or commission of fraud
will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years.
13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal, the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
14. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND
WARRANTY:
a. The contractor will receive full payment (less 5% retainage) from the city for each pay
period.
b. Payment of the retainage will be included with the final payment after acceptance of the
project as being complete.
c. The project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
contractor and the City.
d. The warranty period shall begin as of the date that the final punch list has been
completed.
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment
becoming due and payable.
f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the
city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city
shall make a progress payment in the amount that city deems due and payable.
g. In the event of a dispute regarding either final quantities or liquidated damages, the
parties shall attempt to resolve the differences within 30 calendar days.
15. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the
following guidelines relating to working on City construction sites on days designated as
"AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the
Metroplex area, runs from May 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
SPECIAL INSTRUCTIONS TO BIDDERS
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16.
10 :00 a.m. whenever construction phasing requires the use of motorized equipment for
periods in exce ss of 1 hour.
However, the Contractor may begin work prior to 10:00 a.m. if use of motorized
equipment is less than 1-hour, or if equipment is new and certified by EPA as "Low
Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
alternative fuels such as CNG.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours of 7:00 a .m . -6 :00 p.m., on a designated AIR POLLUTION WATCH
DAY, that day will be considered as a weather day and added onto the allowable weather
days of a given month.
WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
A. Definitions:
Certificate of coverage ("certificate") -A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission, or a coverage
agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project, for the duration of the project.
Duration of the project -includes the time from the beginning of the work on the
project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in. 406.096) -includes all
persons or entities performing all or part of the services the contractor has undertaken
to perform on the project, regardless of whether that person has employees. This
includes, without limitation, independent contractors, subcontractors, leasing
companies, motor carriers, owner-operators, employees of any such entity, or
employees of any entity which furnishes persons to provide services on the project.
"Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project.
"Services" does not include activities unrelated to the project, such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets .
B. The contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all employees
of the contractor providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project, the contractor must, prior to the end of the
SP EC IAL INSTRUCTIONS TO BIDDERS
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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 ce1iificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
E. The contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or
personal delivery, within ten days after the contractor knew or should have known, of
any change that materially affects the provision of coverage of any person providing
services on the project.
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to:
( 1) provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
providing services on the project, for the duration of the project;
(2) provide to the contractor, prior to that person beginning work on the project, a
certificate of coverage showing that coverage is being provided for all employees
of the person providing services on the project, for the duration of the project;
(3) provide the contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
( 4) obtain from each other person or entity with whom it contracts, and provide to
the contractor:
(a) a certificate of coverage, prior to the other person or entity beginning work
on the project; and
SPECIAL INSTRUCTIONS TO BIDDERS
-9 -
(b) a new certificate of coverage showing extension of coverage, prior to the end
of the coverage period , if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter.
(6) notify the governmental entity in writing by certified mail or personal delivery,
within ten days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
(7) contractually require each person with whom it contracts, to perform as required
by paragraphs ( 1) -(7), with the certificates of coverage to be provided to the
person for whom they are providing services.
J. By signing this contract or providing or causing to be provided a certificate of
coverage, the contractor is representing to the governmental entity that all employees
of the contractor who will provide services on the project will be covered by workers'
compensation coverage for the duration of the project, that the coverage will be based
on proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing
false of misleading information may subject the contractor to administrative penalties,
criminal penalties, civil penalties or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract
by the contractor which entitles the City to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
City.
"The. contractor shall post a notice on each project site informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify current coverage and report failure to provide coverage. This
notice does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Texas Workers' Compensation commission rules. This
notice must be printed with a title in at least 30 point bold type and text in at least 19
point normal type, and shall be in both English and Spanish and any other language
common to the worker population. The text for the notices shall be the following
text, without any additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related
to this construction project must be covered by workers' compensation insurance.
This includes persons providing, hauling, or delivering equipment or materials, or
providing labor or transportation or other service related to the project, regardless of
the identity of their employer or status as an employee."
SPECIAL INSTRUCTIONS TO BIDDERS
-IO -
17.
"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."
AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive
Branch of the federal government, contractor covenants that neither it nor any officers,
members, agents or employees who engage in the performance of this contract shall, in
connection with such employment, advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
against any person because of their age except on the basis of a bona fide occupational
qualification, retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents or employees
acting on their behalf, shall specify in solicitations or advertisements for employees to
work on those contract a maximum age limit for such employment unless the specified
maximum age limit is based upon a bona fide occupational qualification, retirement plan
or statutory requirement.
Contractor warrants that it will fully comply with the Policy and will defend, indemnify
and hold City harmless against any and all claims or allegations filed by third parties
against City arising out of Contractor's alleged failure to comply with the Policy in the
performance of this contract.
18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not
unlawfully discriminate on the basis of disability in the provision of services to the
general public, nor in the availability, terms or conditions of employment for applicants
for employment with, or current employees of, Contractor. Contractor warrants that it
will fully comply with the ADA's provisions and any other applicable federal, state, or
local laws concerning disability and will defend, indemnify and hold City harmless
against any and all claims or allegations filed by third parties against City arising out of
Contractor's alleged failure to comply with the ADA in the performance of this contract.
END OF SECTION
SPECIAL INSTRUCTIONS TO BIDDERS
-11 -
Page 1 of 4
FORT WORTH
~ • -• -I ;, City of Fort Worth
Subcontractors/Suppliers Utilization Form
-. j
PRIME COMPANY NAME: Check appllcable block to dHcrlbe prime
CP':S> Civrl, L.t...C.... I M.WIOBE lx-1 NON-M.WIOBE PROJECT NAME :
B~··c..k Thv-e~~+ R-e.~ly a.+ var \)l{S. LOCA...tiBll, i~ ~+.w01~ BIO DATE
v/10/2010
City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER
14 •1. 1q.~·1. 0154ll
Identify all subcontractors/suppliers you will use on this project
The undersi ned Offeror a rees to enter into a formal a reement with the MNVBE firm s listed in this
utilization schedule conditioned u on execution of a contract with the Ci of Fort Worth. The intentional
and/or knowin misre resentation of facts Is rounds for consideration of dis ualification and will result In the
bid being considered non-responsive to bid specifications
M/WBEa !lated toward meeting the project goal mu•t be located In the nine (9) county marketplace or
currently doing bu1lnesa 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.
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 (MIWBE).
-f haulln services are utilized the rime will be iven credit as Ion as the M/\NBE listed owns an
erates at least one full l!censed and operational truck to be used on the contract. The MNVBE ma leas
rucks from another M/\NBE firm includin M/\NBE owner-o erators and receive full M/\NBE credit. Th
/\NBE ma lease trucks from non-MlWBEs includin owner-o erators but will onl receive credit for th
ees and commissions earned b the M!WBE as outlined in the lease a reement.
7 · 1 Rev . 5130103
I:: I M 1-11"S"1.,nMC.,~ 111'1 Page 2 of 4 I~ -Primes are required to identify All subcontractors/suppliers. regardless of status; i.e., Minority, Women and non-MIWBEs. L Please list MIWBE firms first, use additional sheets if necessary. I N ' Certification (check one) 0 ~I SUBCONTRACTOR/SUPPLIER n T Detail Detail Company Name I N T Addresa • M w C X M Subcontracting Work Supplies Purchaaed Dollar Amount Telephone/Fax r B B T D w Ll R 0 B E E C T E A I UI 6012.AL Bl2\~lc'..S.1•,. $~\C.-IL-J,4,0o N. Sf'~witi c;+,, I «S»\A PPL Y -.10, iSlP.00 L ~ tf' olJtof\ I 4T")l 1S° W • q,a, 2.~~. 1642. (P) .. · -.·rz . 1.,.2 . ~t1z. ( F) L L C:::.P';, e»R.''--~ 1-z.1 ~ ~res+ uu.a. t>r. INS~l-L-.. ~(#Ito 1-3, 00 1. C>\A."-~"i 1~. n,. ,~ ,~an ../ • I • '11 Z.., ,00, S'5'5~ l °P) L ·17:1.. ,01. 01.82 CF) MAR1l>J MARleirA ~A It j ,IC! ~-~ 2. .;-La ko ca.._, Cw. cGt .a pc ./ c;A,"-lD .2,400, 00 <;.UPPL~ I Lewk.\l\lle • n ,soc, II L · c:t12. ~so. g200 ( p') · "ldl. tu~. Co~4(( (r:) i . L ~'6, c;;AvJ C LAT/ \14:ao New\;., .. \c.. ~-,/ ~0/t-.Jl ~EALEJII .. l, I u1s.•0 L t:tl \' (t"., T'Jl , '5'3,.2,.., . 2,\.4 .• ,, . q<'! ....... l p") I · 2-\~.c;n, .C:,14ill ( I==) ... t:::~+owri ~di Mit, I~. ~Reil; ~ol ~\e.k~ <;;+. ../ " ./ cs. LA. Pf'l. y ~ lJ'J, 020. 00 -F+. WOl+t.t, n 111111 ·911.15-,.1'111 (P) · Sn. ~.,.11111 (F) -c..o.w+ouJ.-.. TraUi·l. 6>-.+rt> I/ ../ rl \ I "2. W . jec:.<;a F"" i I'.£.~. 0Al=lR'~ •A,,oo.•0 F,4-. WO"~. T"'( ,l.lllO 011.1'2.4.~t:;2"1 (PJ .. . en. tt~ll. 2. ,::z.c;; c~) 7 -2 Rev. 5130103 , ...
MI I M\.,,f ,,.,n:;r , I ,,.,
I ~
• -I --: .! .J ., : : 4 .'.! Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers , regardless of status ; I.e ., Minority , Women and non-M/WBEs.
I Please list M/WBE firms first , use additional sheets if necessary.
Certification N
(check one) 0
SUBCONTRACTOR/SUPPLIER n T T Detail Detail Company Name I N
Address e M w C X M Subcontracting Work Supplles Purchased Dollar Amount
Telephone/Fax r B B T D 'l,i
R 0 8 E E C T E .. ,.
ilil f3ANDA~~N6
../ 4028 TerYa.u Trll i \ oi::F5. ,.E ,t, /6, ,~. 00
Fo\'+ wor~.'T',( ,1111+ t+Al..lUIJ~ ... . 'o Ii . .::roa. IS<o 2. ( P.)
, g r'7. 1.1~ u. -33Sta ( F')
L.
-
~
..,.
L .
L
L
L
...
r
-
-
-
7 .3 Rev . 5/JO/OJ
·foRTWORTH
~-, - : .j ..
I Total Dollar Amount of M/WBE Subcontractors/Suppliers
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS
$
$
$
~,2.iO. oo
2.llR,444. 00
~s-.. -,,+. 00
ATTACHMENT tA
Page 4 ol 4
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal : of . a
Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of
I 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
·1 M/WBE goal . If the detail explanation is not submitted, it will affect the final compliance determination .
j
I
I
By affixing a signature to this form, the Offerer further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid. The Offerer also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing m,isrepresentation 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. suit in a determination of an Irresponsible Offerer and barred from participating in
City work for a peri ime not less than one (1) year.
Printed Signature
C,.00
Tltle Contac:t Name/Title (If different)
c:,12.. lL14. 2.1s o / q, 2. .1,1~. 2Cl52..
Telephone and/or Fax 1 (1 fb. (UV if. L.LC. ·
Company Name
12 tS et~+ Latu. Dit. l2.F(l.rY' Du.)@ C..P'S.C.I" IL .t:. OM
Addrna E-mall AddreH
C ity/State/Zip
7 · 4 Rev . 5/30/03
FORT WORTH
. "-, -·,--.
. -I 3 -1 : •' · _ : •
City of Fort Worth
Prime Contractor Waiver Form
ATIACHMENT 1 B
Page 1 of 1
PRIME COMPANY NAME : Chick 1ppllc1bl1 block to d11crib1
C::::. P5, 6 ·1 "' \, \_Le:!..· rim,
PROJECT NAME: NON-MW/DBE
E3yfc..k ~ve~ 'R-ep>.iY tt+ \Jo..vicu-. Loc:,._tirn,; ;.,. R-.vJc,, BIO DATE
City's MIWBE Project Goal : PROJECT NUMBER
\4-~. 0164~
If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATIACHMENT 1C . This form is only applicable if~ answers are yes .
Failure to complete thl• form In lta entirety and be received by t • Mana In . · ·ent .on ·or'l>ifora\i..'·.;}:;l'
5:00 p.m., five (5) City business days after bid o~ening. exclualve of the ~I~. ~~·~In. :;~aO~,.~IJI Ir.!,~J.~ln,_~t~~:c~~:,
bid: being considered non-respons1v, to bid spec1t1cat1ona. ·. : .. .-... ·.· ;.,.· •. \J.,.,'..:·/t-~m~--.~iM,.1&·.,t~t.i!i~
WIii you perform this entire contract without subcontractors? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this 'I. NO project, this is your normal business practice and provide an operational profile of your business.
WIii you perform this entire contract without suppliers? 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
The bidder further agrees to provide, directly to the City upon reques~ 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
debarr.ient from City w k for a period of not less than three (3) years and for initiating action under Federal, State
or Local laws cancer · false statements. Any failure to comply with this ordinance creates a material breach of
contract may resul determination of an irresponsible offerer and barred from participating in City work for a
period of time than one 1 ear.
Printed Signature
Title Contact Nam, (if d1lf1rent)
112 . ~7+. 2.C,'5'0 I q"72... C,?~. ;2C:,S2.
Phone Number FaxNumber
C-t=z;_ C,j V ·1 \ , L..1-C. .
Company Nam,
RFa Yr ow@ C pc:;.~ i \J ·1 L. ' ,Cl'l'I
Addreu Em11IAddre11
C ity /State/Zip
Rev . 5130/03
ATIEST :
CPS Civil, LLC.
PRINCIPAL
By :------------
Name : ----------(Principal) Secretary
Title : -----------
1215 Crest Lane Drive
Duncanville, Texas 75637
Witness as to Principal
ATIEST:
Secretary
(SEAL)
SURETY
By :------------
Name : ----------Attorney in Fact
Address :----------
Witness as to Surety Telephone Number:------
NOTE: (1)
(2)
(3)
Correct name of Principal (Contractor).
Correct name of Surety .
State of incorporation of Surety
Telephone number of surety must be stated . In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract .
TO: CITY OF FORT WORTH
PURCHASING DIVISION
1000 THROCKMORTON ST
FORT WORTH, TEXAS 76102
PROPOSAL
FOR: BRICK PAVEMENT REPAIR (2010-12)
AT VARIOUS LOCATIONS
CITY PROJECT NO. 01546
TPW PROJECT NO. C293-541200-209640154683
Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans,
specifications and the site, understands the amount of work to be done, and hereby proposes to do all
the work and furnish all labor, equipment, and materials necessary to fully complete all the work as
provided in the plans and specifications, and subject to the inspection and approval of the Director of
the Transportation and Public Works Department of the City of Fort Worth.
Total quantities given in the bid proposal may not reflect actual quantities; however, they are given
for the purpose of bidding on and awarding the contract. The City also reserves the right to increase
or decrease quantities of individual pay items within the contract provided that the total contract
amount remains within plus or minus (±) 25% of the contract award. The contractor is not
entitled to ·any additional compensation or renegotiation of individual pay item bid prices.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and
furnish Performance, Payment and Maintenance Bonds acceptable to and approved by the City of
Fort Worth for performing and completing the said work within the time stated and for the following
sums, to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRIITEN IN WORDS PRICE AMOUNT BID
S.P. 2 EA. Project Designation Sign @
Two Hundred Dollars
& No Cents Per EA. $ 200.00 $ 400.00
P-1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. 2 LUMPSUM Utility Adjustment@ Four Thousand Dollars & No Cents Per L.S. $ 4,000.00 $ ..!i000.00 S.P. 3. 1,015 C.Y. Remove & Replace Reinforced Concrete 104 Base@ 314 (XJtJ1UlC\fed eJQb~ Dollars & 360 ···~· <\c') Cents Per CY. $ \~.00 sl~2 .10D, DD ' S.P. 4. 9,150 S.F. Remove & Replace Pavement Brick Paver@ ~lQh+~ Dollars & (\0 Cents Per SF. s \ rs .oo s l ( al.I , 'J OD. o D S.P. 5. 5,580 S.F. Remove & Replace Sidewalk Brick P~r@ lX~e,n Dollars $14,fi> $ Rn1q10.00 &nhL\ Cents Per SF. S.P. 6. 170L.F. Remove & Replace Planter Box Brick Border (approx. 7 Yi " W X 3 Yi "H) @ $ 1.5 . Dt) $~ -tl ~ef\;\1} r\~fl Dollars & l'.1t), \ Cents Per LF. S.P. 7. 3,625 S.F. Filling Existing Brick Pavers Joints @ ciJt, Dollars & ntn\ Cents Per SF. $ \. f>C) $ b L.\ ~., . f:-J:) I S.P. 8. 3,500 L.F. Silicon Joint Sealing @ rwt)a Dollars & $ 2... OCJ sl,000. OD Cents Per LF. TOTAL BID $ Y L.f1, 't> G1. S6 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 Us e 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 (150) 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_..· _ .. ~i1-='l!:......;:U=..c.:::....b.i..o... ____ Dollars ($ ________ _.J 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. I (Initials).£._
Addendum No. 2 (Initials)_
Addendum No. 3 (Initials)_
(Seal)
Printed Name of Principal
~ . ·, Address :\ l.. \~ , .. J,"';:.>, C..!) p,3 ~ ~ •O::t::'1 tts.,.lL, '""·-,51.J
P-3
E-mail Address :~;;, c..,, ~i....> ~ G f ~ (. ,~ ,-·\ .. Co \"\
Telephone: ~ l. ( ·1 '"" 'V't ~ o
SPECIAL PROVISIONS
FOR: BRICK PAVEMENT REP AIR (2010-12)
ATV ARIO US LOCATIONS
CITY PROEJCT NO. 01546
TPW PROJECT NO. C293-541200-209640154683
1. SCOPE OF WORK:
The work covered by these details and specifications consists of the removal and replacement of
existing brick paver (pavement, sidewalk, and planter boxes). 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 .
Exact locations of the brick repair will be as directed by the Engineer in the field .
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 (I 0)
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.
At the sole discretion of the City, the City reserves the right to add, delete or substitute streets in
this contract. The City also reserves the right to increase or decrease quantities of individual pay
items within the contract provided that the total contract amount remains within plus or minus
(±) 25% of the contract award. The contractor is not entitled to any additional compensation or
renegotiation of individual pay item bid prices.
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
SP-1
2. AW ARD OF CONTRACT:
Contract will be awarded to the lowest re sponsible bidder.
3. SUBMITT ALS FOR CONTRACT AW ARD:
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 di sc ret io n 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
be charged, as outlined in Part I, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard
Specification for Street and Storm Drain Construction of the City of Fort Worth, Texas.
The contract time will be counted from the date set at the pre-construction conference and will
continue until a time the inspector determines the project is ready for a final inspection. At that
time a final inspection will be scheduled. If in the opinion of the inspector the project has not been
made ready, the final inspection will be cancelled and time will continue to be counted. A five
working day period is required for the rescheduling of a final inspection.
The Contractor also agrees to complete the final punch list within ten ( I 0) working days after
receiving it. If the Contractor fails to complete the work within ten ( 10) working days, the counting
of the number of days to complete the Contract will resume and liquidated damages shall be
charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard
Specification for Street and Storm Drain Construction of the City of Fort Worth, Texas.
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 progre ss on all construction projects will be c lo se ly monitored. On a bi-monthly bas is
the percentage of work completed will be compared to the percentage of time charged to the
contract. If the amount of work performed by the contractor is less than the percentage of time
allowed by 20% or more ( example: I 0% of the work completed in 30% of the stated contract
time as may be amended by change order), the following proactive measures will be taken:
A. A letter will be mailed to the contractor by certified mail; return receipt requested,
demanding that within 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.
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7. CONSTRUCTION SPECIFICATIONS:
This contract and proj ects a re governed by the two following publi s hed specifications, except as
modifi ed by these Special Provisions:
ST ANDA RD 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
W011h document rather than Division I of the North Central Texas document.
A copy of these specifications may be purchased at the Office of the Transportation and Public
Works Department, I 000 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) years from date of final acceptance of this project by
the City of Fort Worth and will be required to replace at his expense any part or all of the project
which becomes defective due to these causes. See Special Instructions to Bidders Item No . 14 for
further requirements.
10. TRAFFIC CONTROL:
The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the
"Street Use Permit" a traffic control plan is required . The Contractor shall be responsible for
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providing traffic control during the construction of this project consistent with the provisions set
forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and
Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on
Highways", codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos.
27, 29, 30 and 31 .
A traffic control plan shall be submitted for review to Mr. Charles R . Burkett, City Traffic
Engineer @ 817-392-8712 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 detennined that a sign must be removed to pennit
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 pennanent 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 pennanent 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 pennanent sign
can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install
the pennanent 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 perfonned 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 detennined 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 schedu les, including school bus/parent drop off and pick up periods. The contractor shall
provide proper traffic and pedestrian eontrol to ensure safety at all times. Construction areas shall
be properly barricaded/fenced to prevent pub lic entry.
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11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
Prior to be gi nning co nstruction on any street in this contract, the contractor shall, prepare and
deliver a notice/flyer of the pending con struction to the front door of each residence or business
that wi ll be impacted by construction.
The notice/flyer shall be posted three (3) working days prior to beginning construction activity
along each street. The flyer s hall be prepared on the Contractor's letterhead and shall include the
following:
o Project name/Contract name
o Project number
o Expected dates of construction
o Contractors and project inspector's contact information
A sample notice/flyer is included in the contract documents. The Electronic version of the
I
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-up notice/flyer
informing residents if for any reason work should stop on a project for more than five (5)
working days after construction begins. The flyer should also include the anticipated date of
when the work will begin again. It will be the contractor's responsibility to re-distribute a three
(3) working day notification/flyer prior to beginning the construction activity.
In addition, all copies of the notice/flyer shall be delivered to the City inspector for his review
prior to distribution. The contractor will not be allowed to begin construction on any street until
the flyer is delivered to all residents/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 15th and the 30 1
h day of each month. Checks (less 5% retainage) will be sent to the
contractor within the two (2) week window following each payment period.
Payment of the retainage will be made with the final payment upon acceptance of the project. See
Special lnstructions to Bidders Item No . 14 for further requirements .
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13. DELAYS:
The Contractor shall receive no compensation for delays or hindrances to the work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any , which is to be furnished by the City. When such extra
compensation is claimed a written statement thereof shall be presented by the Contractor to the
Engineer and if by him found correct shall be approved and referred by him to the Council for final
approval or disapproval; and the action thereon by the Council shall be final and binding. If delay
is caused by specific orders given by the Engineers to stop work, or by the performance of extra .
work, or by the failure of the City to provide material or necessary instructions for carrying on the
work, then such delay will entitle the Contractor to an equivalent extension of time, his application
for which shall, however, be subject to the approval of the City and no such extension of time shall
release the Contractor or the surety on his performance bond from all his obligations hereunder
which shall remain in full force until the discharge of the contract.
14. DETOURS AND BARRICADES:
The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to
traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project
area. Contractor shall protect construction, as required by Engineer, by providing barricades .
Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and
Warning and/or Detour Signs", Item 524, and/or as shown on the plans.
Construction signage and barricades shall confmm to the latest edition of the "Texas Manual on
Uniform Traffic Control Devices, Vol. No. I".
15. DISPOSAL OF SPOIL/FILL MATERIAL:
Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the
Department of Engineering, acting as the City of Fort Worth's Flood Plain Administrator
("Administrator"), of the location of all sites where the contractor intends to dispose of such
material. Contractor shall not dispose of such material until the proposed sites have been
determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City
of Fort Worth (Ordinance No. I 0056) and a flood plain permit issued. All disposal sites must be
approved by the Administrator to ensure the filling is not occurring within a flood plain without a
permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill
permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal
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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 th e flood plain . Any expenses
associated with obtaining the fill permit, including any nece ssary engineering studies, shall be at the
Contractor's expense. ln the event that the Contractor disposes of spoil/fill material at a site
without a fill permit or a letter from the Administrator approving the disposal site, upon notification
by the Director of the Department of Engineering, Contractor shall remove the spoil/fill material at
its expense and dispo se of s uch materials in accordance with the Ordinance of the City and this
section.
No temporary storage of material, rubble, equipment or vehicles within parkway is allowed.
Damage to sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of
City Engineer .
16. ZONING REQUIREMENTS:
During the construction of this project, the Contractor shall comply with present zoning
requirements of the City of Fort Worth.
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
Construction Engineer. However, contract time will start even if the project schedule has not
been turned in . Contract start date would be outlined in the pre-construction work order notice.
Project schedule will be updated and resubmitted at the end of every estimating period. All costs
involved with producing and maintaining the project schedule shall be considered subsidiary to
this contract.
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19. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
( 1) A warning sign not less than five inches by seven inches, painted yellow with black letters,
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar
apparatus. The warning sign shall read as follows:
"WARNING --UNLAWFUL TO OPERA TE THIS EQUIPMENT WITHIN STX 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 .
(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
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.....
payment under the subcontract, have access to and the right to examine any directly pertinent
books, documents, papers and shall be provided adequate and appropriate work space, in order to
conduct audits in compliance with the provisions of this article together with Article VI. City
shall give the subcontractor reasonable advance notice of intended audits.
Contractor and subcontractor agree to photocopy such documents as may be requested by City.
City agrees to reimburse Contractor and/or subcontractor for the cost of copies at the rates as
contained in the Texas Administrative Code at the time payment is made.
21. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE-CLAIMS:
Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel
at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees
to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and
employees, from and against any and all claims or suits for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to
be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees
or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the
negligence or alleged negligence of 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.
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
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Contractor has received written perm1ss1on of the Engineer to · make a substitution for the
material that has been specified. Where the term "or equal", or "or a pproved equal" is used, it is
understood that if a material, product, or piece of equipment bearing th e 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 u sed in the specifications, this does not necessarily exc lud e alternative items or
material or equipment which may acco mplish 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 th e acceptability of
substitutions . The provisions of the sub-section as related to "substitutions" shall be applicable
to all sections of these specifications .
23. WATER FOR CONSTRUCTION:
Water for construction will be furnished by the Contractor, at his own expense.
24. SANITARY FACILITIES FOR WORKERS:
The Contractor shall provide all necessary conveniences for the use of workers at the project site.
Specific attention is directed to this equipment.
25. MATERIAL STORAGE:
Material shall not be stored on private property unless the Contractor has obtained written
permission from the property Owner. A copy of the written permit shall be provided to the assigned
inspector prior to utilization of the property .
26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS:
The Contractor shall take adequate measures to protect all existing structures, improvements and
utilities, which may be encountered. And it shall be the contractor's responsibility to call DIG-
TESS prior to construction activities on any street.
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27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC:
The Contractor's particul a r attention is directed to the requ irements of Item 7, "Legal Rel ations a nd
Responsibilities to the Public" of the "S tandard 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 Di v ision) for each entry and possess
and use the equipment necessary to comply with this program. The cost of complying with this
program will be considered subsidiary to the pay items involving work in confined spaces (e.g.
vacuum testing, cleaning, televising, construction, etc.).
29. QUALITY CONTROL TESTING:
(a) The contractor shall furnish, at its own expense, certifications by a private laboratory for all
materials proposed to be used on the project, including a mix design for any asphalt and/or
Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used
along with the name of the pit from which the material was taken. The contractor shall provide
manufacturer 's certifications for all manufactured items to be used in the project and will bear
any expense related thereto.
(b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
days prior to the placing of concrete using the same aggregate, cement and mortar which are to
be used later in the concrete. The contractor shall provide a certified copy of the test results to
the City.
(c) Quality control testing of in situ material on this project will be performed by the City at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates as
determined by the City . The failure of the City to make any tests of materials shall in no way
relieve the contractor of its respons~bility to furnish materials and equipment conforming to the
requirements of the contract.
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(d) Not less than twenty fo ur (24 ) ho urs n otice s hall be p rov id e d to th e C ity by the contracto r for
o pe rati o n s re quirin g testin g. Th e contractor s hall p rov id e access and tre nch safety sys te m (if
re qui red) fo r th e s it e to be test ed a nd a ny work effort invo lve d is deeme d t o b e in c lud ed in th e
unit pric e for the it e m bein g tes ted.
( e ) Th e contracto r s h a ll p rov id e a copy o f the trip ti c ket fo r each load of ti 11 mate ri a l de li ver ed to
th e job s ite . The ticket sh a ll sp eci fy th e n a me of th e pit s uppl y in g the fill mate ri a l.
NON-PAY ITEM No. I -SPRINKLING FOR DUST CONTROL:
All applicable prov is ions of Standard Specification s Item 2 00 , "Sprinkling for Du st C o ntrol "
shall appl y. H o wev er, no direct p ayment will be mad e for this ite m and it s ha ll be con s id e red
in c id e ntal to thi s c o ntract.
NON-PAY ITEM NO. 2 -REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY
LANE TAPE:
The Contractor shall be responsible for the documentation o f all stre et markings prior to the
removal and disposal o f the pavem e nt markings .
All traffic buttons s hall be removed from the ex isting street surface pri o r to start of con struction .
The contractor shall be responsible for the removal and disposal of all buttons and markings . Upon
completion of the job the City w ill insta ll new buttons afte r proper notification .
The contractor shall also be respon s ible for a ll materials, equipment and labor to place temporary
adh e si ve Jane m a rking tape to control a nd direct traffic in the same way as they w ere prior to start
of construction. Any corrective action required on the temporary lane markings s hall be the total
responsibility of the Contractor and at no extra cost to th e C ity.
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 subsidi ary to this contract.
NON-PAY ITEM No. 3-EXISTING UTILITIES/FACILITIES:
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
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utilities companies of this completion and indicate the start of the next one in order for the
utilitie s to adjust facilities accordingly. The following are utility contact persons:
Company
AT&T -Telephone
ONCOR Electric Delivery
ATMOS Energy (Gas)
CFW -Street Light
CFW -Street Light Signal
CFW -Pavement Marking
CFW -Storm Drain
CFW-Water
CFW-Sewer
Telephone Number
817-338-6202
214-384-3732 Cell
817-215-6688
817-2 15-4366
469-261-2314 Cell
817-392-8033
817-392-8775
817-360-6364 cell
817-392-8107
817-392-5196
817-212-2699
817-925-2360 Cell
817-212-2699
817-944-8399 Cell
Contact Person
Mr. Gary Tillory
Mr . Robert Martinez
Mr. John Crane
Mr. Jim Wakefield
Mr. Ken Brock
Mr. Chuck Snyder
Mr. Juan Cadena
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
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
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negligence by the Contractor shall be assessed using the current formula for Shade Tree
Eva luation as defined by the International Society of Arboriculture. Payment for negligent
damage to public trees shall be made to the City of F011 W011h and may be withheld from funds
due to the Contractor by the City.
To pr event the spread of the Oak Wilt fungus, a!J wounds on Live Oak and Red Oak trees shall
be immediately sealed usin g a commercial pruning paint. This is the only instance when pruning
paint is recommended.
NON-PAY ITEM NO. 5 -PROJECT CLEAN-UP:
During the construction of this project, all parkways that are excavated shall be shaped, including
bar ditches, and backfilled at the same time the roadway is excavated. Excess excavation will be
disposed of at locations approved by the Engineer.
The Contractor shall be aware that keeping the project site in a neat and orderly condition is
considered an integral part of the contracted work and as such shall be considered subsidiary to
the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work
progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done
on a daily basis. Clean up work shall include, but not be limited to :
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
• Keeping trash of any kind off of 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.
The Contractor shall make a final cleanup of all parts streets before acceptance of the project is
made. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or
concrete and other construction materials, and in general preparing the site of the work in an
orderly manner and appearance.
NON-PAY ITEM NO. 6-STORM DRAIN INLET PROTECTION:
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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.
NON-PAY ITEM NO. 7 -AGREEMENT OF QUANTITIES
The streets will be measured and all quantities per street will be documented, a copy of the
measured quantities will be provided to the contractor. If the Contractor in agreement of the
measured quantities, then the Contractor is required to sign it and return it with in 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 .
PAY ITEM NO. 1 Project Designation Sign:
The contractor shall construct and install two (2) Project Designation Signs and it will be the
responsibility of the contractor to maintain the signs in a presentable condition at all times on
each project under construction. Maintenance will include painting and repairs as directed by the
Engineer.
It will be the responsibility of the Contractor to have the individual project signs lettered and
painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on
the signs shall be approved by the Engineer. The height and arrangement of the lettering shal I be
in accordance with the enclosed detail. The sign shall be constructed of % inch fir plywood,
grade A-C ( exterior) or better. These signs shall be installed on barricades or as directed by the
Engineer and in place at the project site upon commencement of construction.
The work, which includes the painting of the signs, installing and removing the signs, furnishing
the materials, supports and connections to the support and maintenance shall be to the
satisfaction of the Engineer .
The unit price bid per each will be full payment for materials including all labor, equipment, tools and
incidentals necessary to complete the work.
PAY ITEM NO. 2 Utility Adjustment:
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This item is included for the basic purpose of establishing a contract price which will be
comparable to the final cost of making necessary adjustments required due to street
improvements to water, sanitary sewer, and natural gas service lines and appurtenances where
such service lines and appurtenances are the property owner's responsibility to maintain . An
arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment
for utility adjustments, neither does it confine utility adjustments to the amount shown in the
Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber
to make the utility adjustments determined necessary by the Engineer . No payment will be made
for utility adjustments except those adjustments determined necessary by the Engineer. Should
the Contractor damage service lines due to his negligence, where such lines would not have
required adjustment or repair otherwise, the lines shall be repaired and adjusted by the
Contractor at the Contractor's expense.
The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments
plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in
handling the utility adjustments.
PAY ITEM NO. 3 -Remove and Replace Reinforced Concrete Base:
This item shall include the removal and replacement of failed existing reinforced concrete base
for street and/or sidewalk as directed by the Engineer with same day haul-off of the excavated
material to a suitable dumpsite; the concrete base shall be cut, sawed or scored, so as to maintain
an even, straight pavement cut in connection with the excavation process.
Removal of existing brick pavement for base repair shall be paid for under Pay Item No. 4-
Remove & Replace Pavement Brick Paver, or under Pay Item No. 5-Remove & Replace Sidewalk
Brick Paver.
Where the existing concrete base is reinforced, the reinforcement shall be cut at the centerline of
the excavation and bent back to accommodate the excavation process. The steel shall be
thoroughly cleaned and reused if possible. New steel of same size shall be provided for a 20" lap,
and tied.
The removed concrete base shall be loaded into trucks upon removal and hauled away from the
job site as directed by the Engineer. In no case shall the removed concrete base be stockpiled on
the job site.
Concrete base shall be replaced with reinforced concrete. Reinforcing steel required shall be No.
3 bars of 24" C-C both ways. Where existing reinforcing concrete base surpasses the minimum
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requirements de scribed above, it shall be repl aced in kind. Said reinforcing steel shall be
anchored by ties to the existing cut steel bars, if any exist. Expansion joints shall be provided in
the base .
The Standard Specifications Item No. 104 "Removing Old Concrete" and Item No. 314
"Concrete Pavement" shall govern with the following exception:
314.4 "Concrete Mix Desi g n and Control" shall be changed to read, The concrete shall be
designed for a minimum compressive strength of 3000 pounds per square inch at the age of
two (2) days for either Type I or Type III cement.
The price bid per cubic yard as shown on the proposal will be full payment for all materials
including all labor, equipment and incidentals necessary to complete the work.
PAY ITEM NO. 4 -Remove and 'Replace Pavement Brick Paver:
PAY ITEM NO. 5 -Remove and Replace Sidewalk Brick Paver:
Pay items No. 4 and No . 5 shall include the removal and replacement in like kind of damaged
brick paver as designated by the Engineer. Contractor s hall match existing brick pavers as
directed by the Engineer and as shown· in the enclosed details . Clean up shall be done at the end
of every working day. In no case shall the removed material, trash, and debris stockpiled on site .
Existing brick pavers may be re-used only if approved by the Engineer . Existing bricks that do
not meet the required specifications for re-use shall be delivered to the City Stock pile yard at
3300 Yuma Street; the Contractor shall contact the Transportation and Public Works Department,
Street Services Division (817) 392-8979 to arrange delivery . The Contractor shall furnish new
brick pavers. This item shall be governed by all applicable provisions of the enclosed details and
specifications .
Subsidiary to pay items No. 4 and No . 5, Contractor shall adjust the top of existing Manholes,
Water Valve Boxes, and Water Meter Boxes as needed to match proposed grade as directed by
the Engineer. Standard Specification Item No. 450 "Adjusting Manholes ", shall apply except as
herein modified .
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing
manholes, water valve boxes, and water meter boxes. The inspector will field verify this
inventory and provide the Contractor replacements for broken covers. The Contractor shall
replace the covers which are damaged during construction at no cost to the City. Failure of the
SP-18
Contractor to perform this inventory will place the total burd e n of replacement of any broke n
frame and cover on the Contractor.
Should the Contractor identify any utility manholes other than those owned by the City of Fo1t
Worth , TX, the Contactor is encouraged to contact the owner a nd arrange the adjustment o f the
manhole cover. Payment for the work will be made by the individual Franchi se Utility
Company. The Contractor is not entitled to any additional compensation o r rene go tiation w ith
the City associated with the construction of this work .
The price bid per square foot as shown in the proposal shall be full payment for all materi a ls
including all labor, new brick, excavation, equipment and incid e ntals necess a ry to complete the
work.
PAY ITEM NO. 6 -Remove and Replace Planter Box Brick Border (approximately 7 Yz
inch wide X 3 Yz inch high):
This item will include the removal and replacement in like kind of damaged planter box brick
border as designated by the Engineer. Contractor shall match existing brick border as directed by
the Engineer and as shown in the enclosed details . Clean up shall be done at the end of every
working day. In no case shall the removed material , trash, and d e bris stockpiled on site.
Existing brick pavers may be re-used only if approved by the Engineer. Existing bricks that do
not meet the required specifications for re-use shall be delivered to the City Stock pile yard at
3300 Yuma Street; the Contractor shall contact the Transportati on and Public Works Department,
Street Services Division (817) 392-8979 to arrange delivery. The Contractor shall furnish new
brick pavers. This item shall be governed by all applicable prov isions of the enclosed details and
specifications.
The price bid per linear foot as shown in the proposal shall be full payment for all materials
including all labor, new brick, excavation, equipment and incidentals necessary to complete the
work.
PAY ITEM NO. 7 -Filling Existing Brick Paver Joints:
This item is for filling empty joints between existing brick pavers on sidewalk and on pavement
as directed and approved by the Engineer. This item shall be governed by all enclosed masonry
paving specifications, details, and special provisions .
The price bid per square foot as shown on the proposal shall be full payment for all materials
including all labor, equipment and incidenta ls necessary to complete work.
SP-19
PAY ITEM NO. 8 -Silicon Joint Sealing:
This item shall include providing and installing joint sealing for concrete base, curbs and any
other related concrete work, per enclosed details and specification for silicone joint sealing.
The unit price bid per linear feet shall be full payment for a ll labor , material, eq uipment,
supplies, and incidental necessary to complete the work.
END OF SECTION
SP-20
MASON ARY PA YING SPECIFICATIONS
Part 1 -GENERAL
1.01 QUALITY ASSURANCE:
A. Installer: Subcontract masonry paving work to a firm with not less than
5 years of successful experience in the required type of paving application.
B. Sample Installation: Prior to installation of masonry paving work, fabricate
sample panel using materials, pattern and joint treatment indicated for project
work, including special features for expansion joints and contiguous work. Build
panel at the site, as directed, of full thickness and approximately 4' x 4', unless
otherwise indicated. Provide range of color, texture and workmanship to be
expected in the completed work. Obtain Architect's acceptance of visual qualities
of the panel before start of masonry paving work. Retain panel during
construction as a standard for judging completed masonry paving work. Do not
move or destroy sample panel until work is completed.
C . Do not change source of brands for masonry units, setting materials, or
grout during progress of work.
1.02 SUBMITTALS:
A. Product Data: Submit manufacturer's technical data for each manufactured
product, including certification that each product complies with specified
requirements.
B. Samples:
1. For verification purposes submit the following:
a. Manufacturers testing certification.
b. Masonry paving unit samples for each type of masonry paving required.
Include in each set the full range of exposed color and texture to be
expected in the completed work.
1.03 PRODUCT HANDLING:
- 1 -
A. Protect masonry materials during storage and construction against wetting by
rain, snow or ground water and against soilage or int ermixture with earth or other
ty pes of materials .
B. Protect grout and mortar materials from deterioration by moisture and
temperature . Store in a dry location or in waterproof container. Keep containers
tightly closed and sway from open flame. Protect liquid components from
freezing.
1.04 JOB CONDITIONS:
A. Cold Weather Protection:
1. Frozen Materials: Do not use frozen materials or materials mixed or
coated with ice or frost.
2. Frozen Work: Do not build on frozen subgrade or setting beds.
Remove and replace masonry work damaged by frost or freezing .
B. Weather Limitations: Protect masonry against freezing when atmospheric
temperature is 40° F ( 4 °C) and falling. Heat materials and provide temporary
protection of completed portions of masonry work. Comply with requirements of
BIA Technical Notes, No lA, "Cold Weather Masonry Construction -
Construction and Protection Recommendations".
C. Hot Weather Requirements: Protect masonry in hot weather to prevent
excessive evaporation of settling beds and grout. Provide artificial shade, wind
breaks and use cooled materials , as required.
PART 2-PRODUCTS
2.01 MASONRY PAVING UNITS:
A . Paving Brick: Solid (uncored) brick of modular size, 2-1 /4" x 3-5.8" x 7-5 .8"
except as indicated, complying with ASTM C 216, Type FBS, Grade SW, except as
indicated below:
1. Average Compressive Strength: Not less than 10 ,500psi.
2. Cold Water Absorption: Not more than 4% after 24 hour submersion in cold
water.
- 2 -
3. Freezing and Thawing: No breakage and not more than 0 .5% loss in dry
weight of any indi vi du al unit after I 00 cycles of freezing-and-thawing test.
4. Color and Texture: Provide Bennett Bl en d 2 Velour Solid as manufactured by
Acme Brick Company or approved equal. Verify to matc h existing brick paver
of sidewalk and p avemen t.
2.02 SETTING MATERIALS:
A. The mortar setting bed shall consist of:
1. l part Portland cement -ASTM C 150 , Type 1
2. 11,i part hydrated lime by volume -ASTM C207, Type 5
3. 3 parts damp sand -ASTM C144 (for high-bond mortar, gradation m
accordance with additive manufacturer 's recommendations).
4 . Add water to obtain stiff mix -water shall be potable quality.
B. The wet mortar joint filler shall consist of:
I. l part Portland cement -ASTM C 150 , Type 1.
2. 3 parts dry sand -ASTM Cl 44 .
3. Add water to obtain a wet mix.
C. High bond mortar mix shall consist of:
1. 1 sack Portland cement -ASTM C 150 , Ty pe 1
2. 50 pounds workability additive -"A" Marble Dust by Armco Steel Corp.,
Piqua Quarries , or Ute Dolomite Limestone by U.S . Lime Division of Flintkote
Corp ., or Micro Fill No. 2 by Pure Stone Co., Marble Falls, Texas.
3. 311,i cubicfeetofsand -ASTMC144
4. 4 gallons of high bond additive -Sarabond Liquid Mortar Additive by the
Dow Chemical Co .
5. Mix with water m accordance with High Bond Additive manufacturer 's
recommendations .
-3 -
PART 3-EXECUTION
3.01 INSTALLATION, GENERAL:
A. Concrete surfaces to receive pavers shall be dry, clean, free of oily or waxy
films, film, and level. Pavers shall be set in the patterns shown in the field with
uniform tight V-i -inch joints. Pavers with chips, cracks, or voids shall not be used.
The setting bed mixture shall be spread and screeded to a true plane and shall be
limited to that amount that can be covered with pavers before initial set.
B. Pavers shall be se in I-inch layer of neat cement paste over setting bed. Tamped
into full contact with the mortar bed to a level plane. Do not set large areas of
pavers for later leveling. After pavers are set and cleaned free of mortar, fill joints
with mortar completely filling voids. Remove excess dry joint filler mixture and
fog surface with fine water spray . Alignment tolerances maximum are V-i inch in 20
feet and Y2 inch in 40 feet or more. Surface tolerance shall be at maximum +/-1/8
inch in 8 feet noncumulative. Tolerances shall be . checked continuously as work
progresses so that nonconforming areas can be corrected before mortar sets.
C. All required cutting of pavers to fit shall be done by motor driven masonry saw
with a sharp diamond blade. Exposed broken edges will not be allowed.
D. A seven day damp cure is required. Barricades shall be employed to restrict
traffic during the seven day cure period. After the seven day damp cure period,
clean the surface with stiff brush and brick manufacturer's recommended cleaning
solution in increments not exceeding 100 square feet, leaving surface clean and free
of mortar and grout stains.
E . Brick paver's subcontractor shall have at least five years of experience in brick
paving and their previous work will be reviewed by the Engineer prior to start of
brick paving .
F. Alignment and surface tolerances will be checked and enforced . The Contractor
shall make provisions that brick pavers can meet these tolerances as they are
supplied. Imperfections in the brick dimensions and surfaces will not constitute as
reasons to accept inferior paving and the work will be rejected .
G. At the end of each day, paved areas shall be sprayed with a fine mist of water.
The joints shall be filled within three days after the pavers are set. The paved area
shall be sprayed until the joints are filled. Brick _surface shall be swept and kept
clean at all times in order to avoid penetration of cement into the brick surface .
H. Where directed by the Engineer, 6" reinforced concrete base will be placed
under proposed brick pavement. Standards Specifications Item 314.4 shall apply
except as hereinafter modified . Design mix shall be modified to read, "The
- 4 -
concrete shall be designed for a minimum compressive strength of 3,000 pounds per
square inch at the age of two (2) days for either type I or type III cement".
Reinforcing shall consist of No. 3 bars at 24" on center both ways.
Payment will be made at the unit price bid per square foot and shall be full
compensation for the construction of brick pavers and incidentals thereto.
3.02 REPAIR, POINTING, CLEANING AND PROTECTION:
A. Remove and replace masonry paving units as directed by the Engineer which
are loose, chipped, broken, stained or otherwise damaged, or if units do not match
adjoining units as intended. Provide new units to match adjoining units and install
in same manner as original units, with same joint treatment to eliminate evidence of
replacement.
B. Pointing: during tooling of joints, enlarge voids or holes and completely fill with
mortar or grout. Point-up joints at sealant type joints to provide a neat, uniform
appearance, properly prepared to application of sealant.
C. Cleaning: Remove excess mortar/grout from exposed brick surfaces, wash and
scrub clean.
D. Protect masonry paving installations from deterioration, discoloration or
damage during subsequent constructions and until acceptance of work, m
compliance with recommendations of installer and paving until manufacturer.
-5 -
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
TECHNICAL SPECIFICATION
For
SILICONE JOINT SEALING FOR CONCRETE PAVEMENT
(Revision 1, October 18, 1989)
(Revision 2, May 12, 1994)
1. SCOPE
This s pecification for silicone joint sealing Portland Cement Concrete pavement and
curbs shall supersede Item 3 14.2 . ( 11) "Joint Sealing Materials " of ST AND ARD
SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -CITY
OF FORT WORTH, and Item 2.2 IO "Joint Sealing" of ST AND ARD 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.
Test Method
AS SUPPLIED
****
MIL-S-8802
ASTM D 1475
****
****
****
AS CURED -
Self-Leveling Silicone Joint Sealant
Test
Non Volatile Content,% min.
Extrusion Rate, grams/minute
Specific Gravity
Skin-Over Time, minutes max.
Cure Time, days
Full Adhesion, days
ASTM D 412, Mod . Elongation, % min.
Requirement
96 to 99
275 to 550
1.206 to 1.340
60
14 to 21
14 to 21
1400
ASTM D 3583
(Sect. 14 Mod .)
ASTM C 719
ASTM D 3583
(Sect. 14 Mod .)
ASTM D 3583
(Sect. 14 Mod.)
Modulus @ 150% Elongation, psi max.
Movement, 10 cycles @+ 100 /-50 %
Adhesion to Concrete,% Elongation min .
Adhesion to Asphalt, % Elongation min.
9
No Failure
600
600
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
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.
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 furnished by the Contractor. The Contractor shall keep
his equipment in a satisfactory working condition and shall be inspected by the Engineer
prior to the beginning of the work. The minimum requirements for construction
equipment shall be as follows:
4 .2. Concrete Saw: The sawing equipment shall be adequate in size and power to complete
the joint sawing to the required dimensions.
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 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
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.
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
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
cleaned joint prior to the application of the joint sealant in a manner that will produce the
required dimensions.
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
be sealed unless they are clean and dry.
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 .
ITEM 360
CONCRETE PAVEMENT
360.1. Description. Construct hy draulic ce m ent co ncre te pavement with or w ithout curbs on the concrete
pavement.
360 .2. Materials.
A. Hydraulic Cement Concrete. Provide hydraulic cement concrete in accordance with Item 421,
"Hydraulic Cem e nt Concrete," except t hat stre ngth over-design is not required. Pro v ide C lass P
co ncrete designed to meet a minimum average flexural strength of 570 psi o r a min imum average
compressive strength of3 ,500 psi at 7 days or a minimum average flexural strength of680 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 pl ans or a llowed , pro v id e C la ss H ES concrete for very early opening of small
pavement areas or leave -outs to traffic. Des ign Class H ES to meet the req uirements of Class P and a
minimum average fl exural strength of 400 ps i or a minimum average compressive strength of2,600 p s i
in 24 hr., unless other early str ength and time requirements are shown on th e plans or a llow e d . No
stren gt h over-design is required. Type ITl cement is a llowed for Class HES concrete.
Use Class A or P concrete for curbs that are pl a ced separate ly from th e pavement. Provide concrete
that is workable a nd cohesive, possesses satisfactory finishing qualities, and conforms to the mix
desi gn a nd mi x design s lump .
B. Reinforcing Steel. Prov id e Grade 60 d eform ed steel for bar reinforcement in accordance with
It e m 440, "Re inforcin g Steel." Provide a pprov ed po s itioning a nd suppo11ing devices (baskets and
c ha ir s) capable of sec urin g and holdin g the reinforcing stee l in proper po s ition before and during
paving . Provide corros ion protection when show n on the plans.
I. Dowels. Provide smooth , straight dow e ls of the s ize show n on th e plans, free of burrs, and
conforming to the requirements of Item 440, "Reinforcin g Steel." C oat dowels with a thin film of
grease or other approved de-bondin g m aterial. Provid e dowel caps on the lubricated end of each
dowel ba r used in an expansion joint. Provide dowel caps tilled with a soft compressible material
with enough range of movement to a llow complete closure of the expansion joint.
2. Tie Bars. Provide stra ig ht deform e d stee l tie bars. Provide e ith er multiple-piece tie bars or single-
pi ece tie bars as s hown on the plan s. Provide multiple-pi ece tie bars composed of2 pieces of
deformed reinforcin g steel with a coupling capable of developing a minimum tensile strength of
125 % of the desi gn y ie ld stren gth of the deformed ste e l when tensile-tested in the assembled
configuration. Provide a minimum lengt h of33 diameters o f the deformed steel in each piece. Use
multiple-piece tie ba rs from the li st of "Prequalitied Multiple Pi ece Tie Bar Producers" maintained
by the Con struction Divi sio n , or s ubmit samples for test in g in accordance with Tex-711-1.
C. Curing Materials. Provide Type 2 membran e curing compound conforming to DMS-4650 ,
"Hydraulic Cement Concrete Curing Mate rial s and Evaporation Retardants." Provide SS-1 emulsified
asphalt co nformin g to Item 300, "As ph a lts , Oils, and E mul s ions ," for concrete pavement to be
overlayed with asphalt co ncret e und er this Contract unless ot herwise shown on the plans or approved.
Provide materi a ls for other m e thods of curing conforming to the requirements of Item 420, "Concrete
Structures ."
D. Epoxy. Provide Type III epoxy in accordance with DMS -6 100, "Epoxies a nd Adhesives," for
in stalling a ll drilled-in reinforcing steel.
E. Evaporation Retardant. Provide evaporation retardant co nforming to DMS-4650, "Hydraulic Cement
Concrete Curin g Materials and Evaporation Retardants ."
F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint-sealant materials and tillers unless
otherwise shown o n the pl an s or a pproved and other sea lant materials of the size, shape, and type
shown on the plans in accordance with DMS-6310 , "Joint Sealants and F ill ers."
360.3. Eq uipment. Furni sh and maintain all equipment in good working condition. Use measuring,
mixin g, and delivery eq uipment conforming to the requirements of Item 42 1, "Hydraulic Ce ment
Concrete." Obtain approval for other equipment used.
A. Placing, Consolidating, and Finishing Equipment. Provide ap proved se lf-propelled paving
equipment that unifo,mly di stributes the concrete with minimal segregation and provides a smooth
machine-finished consolidated concrete pavem ent conforming to plan line and grade. Provide an
approved automatic grade contro l system on slip-forming equipment. Provide approved mechanically
operated finishing flo ats capab le of producing a uni fonnly smooth pavement surface . Provide
equipment capable of providin g a fine, li g ht water fog mist.
Provide mechanically operated vibratory equipment capable of adequate ly con s olidating the concrete.
Provide immersion vibrators on the paving equipment at s uffici e ntly close intervals to provide uniform
vibration and conso li dation 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
v ibrators for timely and proper consolidation of the concrete a lon g forms, at joints and in areas not
cove red by other vibratory equipment. Surface vibrators may be used to supp lement equipment-
mounted immersion vibrators. Provide tachometers to verify the proper operation of a ll vibrators.
For small o r irre g ular areas or when approved, the pavin g equipment described in this Section is not
required .
B. Forming Equipment.
I. Pavement Forms. Provide metal side forms of sufficient cross-section, stren gth, 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. rad iu s or less.
2. Curb Forms. Provide curb fonns for separate ly placed curbs that are not s lipformed 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.
I. 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 adjustab le so that a sufficient lon gitud inal length of carpet is in contact
with the concrete being placed to produce the desired textu re . 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 I in ., a minimum weight
of 70 oz. per square yard , a nd 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 I /32 in . thick by 1 /12 in . wide, spaced at
I in., center-to-center. Hand-operated tining equipment that produces an equivalent texture may be
used only on smal l or irregularly shaped areas or, when permitted, in emergencies due to
equipment breakdown .
E. Curing Equipment. Provide a se lf-prop elled machine for applying membrane curing compound using
mechanically pressurized spray in g equipment with atomizing nozzles . Provide equipment and controls
that maintain the required uniform rate of app lication over the entire paving area . Provide curing
equipment that is independent of a ll other equ ipment when production rates are such that the first
application of membrane curing compound cannot be accomp li shed immediately after texturing and
after free moisture has disappeared. Hand-operated pres s urized s praying 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 equipm e nt regardles s 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 ofTex-424-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, con struction 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 stren gt h, use a compressive strength of
3,200 ps i or a lo wer job-control stre ngt h va lu e proven to meet a 28 -day compressive strength of
4,400 ps i as correlated in accordance with Tex-427-A.
Job contro l of concrete strength may be correlated to an age other than 7 days in ac cord a nce with
Tex-427-A when a pproved. Job -co ntrol stre ngth of C lass HES concrete is based on the required
stre ngth a nd tim e .
When a job-control concrete stre ngth tes t va lue is more than 10 % be low the required job-control
stren gth or when 3 co nsecu tiv e job-control stre ngth values fall below the required job-control
strength, in vestigate the str e ngt h test procedures, th e qu a li ty of material s, the concrete production
operations, and other possible probl e m areas to d ete rmin e the cause. Take necessary action to
correct the probl em, in c lu ding redesign of the co ncre te mix if neede d. The Engineer may suspend
concrete pav in g if the Contracto r is un ab le to id entify, document, and correct the cause of low
stren g th tes t values in a timely manner. If any job-control str e ngth is more than 15% below the
required job-contro l strength , the Engineer will evaluate the structural adequacy of the pavements.
When directed , r emo ve and replace pav eme nts found to be structurally inadequate at no additional
cost.
2. Split-Sample Verification Testing. Perform s plit-sample verification testing w ith the Engineer on
random samples taken and s plit by the Eng ineer at a rate of at le as t l for every 10 job-control
sa mples. The En g in eer will eva lu ate the res ults o f s plit-sa mple verification testing . Immediately
inv estigate a nd take corrective action as approved w he n results of sp lit-sample verification testing
differ more than the a llow a ble difference s s ho wn in Table 1, o r when the average of 10 job-control
strength results and the Engineer's s plit-sa mple st rength result differ by more than 10%.
Table I
V 'fi en 1catmn estm2 1m1t s T L' .
~-
Te st Method Allowable Differ ences
Temperature, Tex-422 -A 2°F
S lump, Tex-415-A I in.
Air content , Tex-4 14-A o r Tex-4 16-A 1%
Flexural strength, Tex-448 -A 19%
Co mpress iv e st~th , Tex-418-A 10%
C. Reinforcing Steel and Joint Assemblies. Accurately place and secure in position all reinforcing steel
as s ho wn on the plans . Place dowels at mid-depth of the pavement s lab, parallel to the surface . Place
dowels for transverse contraction joints parallel to the pavement edge. Tolerances for location and
alignment of dowels will be s hown on the plans . Stagger the longitudinal reinforcement sp lices to
avoid having more than 1/3 of the splices within a 2-ft . lon gitudina l 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 co nstruction joints
develop a pullout resista nce equal to a minimum of3/4 of th e yie ld strength of the steel after 7 days.
Test 15 bars using ASTM E 488, except th at a lt ernate 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 correctiv e measures to provide equivalent pullout resistance.
Repair damage from te s tin g. Acceptable corrective meas ures include but are not limited to installation
of additiona l or longer ti e bar s .
I. Manual Placement. Secure reinforcing bars at alternate intersections with wire ties or locking
support chairs. Tie a ll sp lic es with wire.
2. Mechanical Placement. If mechanical pl acement of reinforcement results in steel misalignment
or improper loca tion , poor concrete consolidation, or other inadequacies, com pl ete the work using
manual methods .
D. Joints. Install joints as shown on t he pl a ns. Joint sealants are not required o n concrete pavement that is
to be overlaid with asphaltic material s. Clean and seal joints in a ccordance with Item 438, "C leaning
and Sea lin g Joints and Cracks (Rigid Pave ment and Bridge Decks)." Repair excessive spalling of the
j o int saw groove using an approved method before installin g the sealant. Seal all joints before opening
the pavement to a ll traffic . Wh en placing of concrete is stopped, in stall a rigid transverse bulkhead ,
accurate ly notch ed for the reinforcin g stee l and s haped accurate ly to the cross-section of the pavement.
I. 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 po s ition. Accurately notch joint materi a ls for the reinforcing steel.
2. Transverse Construction Joints.
a. Continuously Reinforced Concrete Pavement (CRCP). Install additional longitudinal
reinforcement throu g h the bulkhead when s hown on the plans. Protect the reinforcing steel
immediatel y bey ond the construction joint from dama g e , vibration , and impact.
b. Concrete Pavement Contraction Design (CPCD). When the placing of concrete is
inte ntion a ll y s topped , in stall and ri g idl y s ecure a complete joint assembly and bulkhead in the
planned transverse contraction joint location . When the placing of concrete is unintentionally
stopped , in stall 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 fonns far enough in adv ance 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.
A void 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 l 00-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 I /2 in . at any point. Place the concrete as near as possible to its final location, and minimize
seg re g ation and rehandling . Where hand spreading is necessary , distribute concrete using shovels. Do
not us e rakes or vibrators to distribute concrete.
1. Pavement. Consolidate all concrete by approved mechanical vibrators operated on the front of the
paving equ ipm ent. Use immersion-type vibrators that simultaneo usly consolidate the full width of
the placement when machine finishing . Keep vibrators from di s lodging reinforcement. Use hand-
operated vibrators to con solidate 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 s ubject to review.
2. Date Imprinting. Imprint dates in the fre sh concrete indicating the date of the concrete placement.
Make impression s approximate ly I ft . from the outside lon gitud inal construction joint or edge of
pavement a nd a pproxim ately I ft . from the transverse construction joint at the beginning of the
placement day. Orient the impressions to be read from the outside s houlder in the direction of final
traffic. Impress date in DD-MM-YY format. Imprintin g 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 co1Tective ac tion 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 in s ulating 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 flo at or straightedge operations resu It in excess slurry.
1. Finished Surface. Perform sufficient checks with long-handled l 0-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 I 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.
Rep a ir damag e 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 , us e h and e quipment and procedures that produce a consolidated and finished
pavement section to the line and grade.
5. Emergency Procedures. U se hand-operated equipment for applying texture, evaporation
retardant, and cure in the event of equipment breakdown .
I. Curing. Ke ep the concrete pavement surface from drying by water fogging until the curing material
has be e n applied . Maintain and promptl y repair damage to curing materials on exposed surfaces of
concrete pavement continuou s ly for at least 3 curing days. A curing d a y is defined as a 24-hr. period
when either the temperature taken in the shade away from artificial heat is above 50°F for at least
19 hr. or when the surface temperature of the concrete is maintained above 40 °F for 24 hr . Curing
begins when the concrete curing sy stem 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 .
I. Membrane Curing. After texturing and immediately after the free surface moisture has
di sappeared , 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
IO min . after completing texturing operations . Apply the second coat within 30 min . after
completing te xturing ope rations.
Before and during application, maintain curing compounds in a uniformly agitated condition, free
of settlement. Do not thin or dilute the curing compound .
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 a sphaltic 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 360.4.1.1, "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 method s . 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
s urface from weather da ma ge. 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 aga inst 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 re lated 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 lea s t 2 ft. from the edge of the concrete pavement. Keep tracks of the paving
equipment at least 1 ft. from th e pavement edge. Protect textured surfaces from the paving
equipment. Restore dam aged membrane curing as soon as possible. Repair pavement damaged by
pavin g 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 I 0% 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 I 0% until a new strength-maturity relationship is established.
When the maturity method is us'ed 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 s hown on the plans . The Engineer will perform I thickness test consisting of I
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.
I. 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.
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
add ition a l cores at IO ft. intervals in each direction parallel to the center lin e to determine the
boundary of the defi c ient area . T he Eng in eer will eva lu ate a ny area of pavement found deficient in
thickness by more than 0.75 in. but not more than I in. As directed, remove an d replace the
deficient a re as without additional com pensation or retain deficient areas without compensation .
R emove a nd rep lace any area of pavement found deficient in thickness by more than I in. without
addition a l 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 s hown on typical secti ons a nd pavement design standards.
For g reat er than 0.75 in . deficient thickness, the limits for applying zero payment or requiring
removal will be defined by coring or equivalent nondestru ct iv e means as determined by the
Engineer. The remaining po1iion of the unit determined to be le ss than 0.75 in. deficient will be
subject to the p ay ment adjustment base d on the average core thickness at each end of the 10 ft.
interval investigation as determined by th e Engineer.
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 lan e .
Limits for applying payment adjustment for de ficient pavement thickness for ramps , widenings ,
acceleration and dece leration lan es, 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 Qua lity. Unless otherwise s hown on the plans, measure ride quality in accordance with Item 585,
"Ride Quality for Pavement Surfaces.''
360.5. Measurement. This Item wi ll be measured as follows:
A. Concrete Pavement. Concrete pavement wi II be measured by the s quare yard of surface area in place.
The s urface 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 .B,
"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 m ade 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 360.4.L.3, ''Pavement Units for Payment Adjustment."
Table 2
D fi . t Th . k P . Ad . F e 1c1en IC ness nee 1ustment actor
Deficiency in Thickness Determined by Proportional Part of Contract Price
Cores (in.) Allowed (ad.iu stment factor)
Not deficient 1.00
Over 0 .00 through 0 .20 1.00
Over 0 .20 through 0 .30 0 .80
t---
Over 0 .30 through 0.40 0 .72
Over 0.40 through 0 .50 0 .68
~-Over 0 .50 through 0 .75 0 .57
C. Curb. Work performed a nd furnished in accordance with this Item and measured as provided under
"Measurement" wi II be paid for at the unit price bid for ''Curb" of the type s pecified .
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Operator $10.06
Asphalt Distributor Opera tor $ I 3 . 99
Asphalt Paving Ma chine Operator .. $12.78
Asph alt Rake r --------········--·-----·· $11.01
Asphalt Shoveler --·-·· $ 8.80
Batching Plant Weigher $14 .15
Broom or Sweepe r Opera tor $ 9.88
Bulldozer Operato r $13.22
Carpenter -$12.80
Concrete Finisher, Paving $12 .85
Concrete Finisher, Structures -· ~-$1).27
Concrete Paving Curbing Machine Operator -·$12.00
Concrete Paving Finishin g Machine Operator $13.63
Concrete Paving Jo int Seal er Operator $12 .50
Concrete paving Saw Operator $13 .56
Concrete Puving Spreader_QP.erator ----·· ___ $14. SO
Concrete Rubber $10.6 l
Crane, Clams he! I, ·Backhoe, De~rick, D!_agline, Shovel Operator $ J 4. 12
Electrician $ 1 8. J 2
Flae:e:er $ 8.43
Form Builder/Setter, Structures $11.63
Form Setter, Paving & Curb $11 .83
Foundation Drill Operator, Crawler Mounted ·--~ $i"w
Foundation Drill Operator, Truck Mounted $16.30
Front End Load er Operator $12 .62
Laborer, Common $ 9.1 8
Laborer, Utility $10 .65
Mechanic $16.97
Milling Machine Operatw,fine Grade $11.83
Mixer Operator $11.58
Motor Grader Operator, Fine Grade $15 .20
Motor Grader Operator, Rough $14 .50
Oiler $14 .9 8
Painter, Structures $13. 17
Pa vement Marking Machine Operator ···------$10 .04
Pipelayer $11.04
Reinforcing Steel Setter, Paving $14.86
Reinforcin g Steel Sener, Structure $16 .29
Roller Operator, Pneumatic, Self-Prop~i_ ___ ! 11.07
Roller Operator, Steel Wheel, Flut Wheel/Tanpirrg___ $10.92_
Roller Operator, St ee l Wheel, Plant Mix Pavement $11.28
~er Operator · · · $1JA2
Servicer $12 .32 ·-· Slip Form Machine Operator $12.33
Spreader Box Operator $10.92
Tractor Operator, Crawler Type _ $12 .60
Tractor Operator, Pneumatic . ········--··----···-··-----$12. 91
Traveling Mixer O erator ----·-·· $12 .03
Truck Driver, Lowboy-Float _ $14.93
Truck Driver, Single Axle, Heavy $11.47
Truck Driver, Sin.gle Axle, Light $10.91
Truck Driver , Tandem Axle , Semi-Trail er $1175
Truck Driver, Transit-Mix $12 .08
Wagon Drill, Boring Machin e, Post Hole Driller Op~ator-=-$14 .00
Welder $1 3.57
Work Zone Barricade Servicer ----------·-·-··-· ___ 1-3 l O 09 .
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 . ~
BIDDER:
LLL
75,37
City State Zip
By:~o~hMP '-
(Pleas~
Signature : -,,c.~----"'------------._/
Title: C ..-e:J £?
(Please pr int)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
6 - 1
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 Brick Pavement Repair (2010-12) at Various Locations
and City of Fort Worth Project No. 01546.
STA TE OF TEXAS
COUNTY OF TARRANT
§
§
§
BY.v·~::..__ _________ _
Name : ~l9;,_ \::wo ._.
Title : ~ c? u
Date : ff'· o · \ '
Ll Befg.i;e me , the undersigned authority, on this day personally appeared
r1.ot,t;. A" rM~ow , known to me to be the person whose name is subscribed to the
foregoi_ng instrument , and acknowledged to me that he executed the same as the act
and deed of ~iS (!.,\VIL I l L C, for the purposes and
consideration therein expressed and in the capacity therein stated .
Given Under My Hand and Seal of Office this '2 bl day of ~ , 20_c._O _
9 - 1
r the State of
4~~·~:t;,,,, JULIETA R. HENJUM /{~;,-a Notary Public, State of Te x as ;; \.~l ~ My Commiss ion Exp ire s \;j~;;,i,~, Oc tobe r 10, 2012 ,,,,,u,\\\:
CERTIFICATE OF INSURANCE
TO: CITY OF FORT WORTH Date: July 14. 2010
NAME OF PROJECT : Brick Pavement Repair (2010-12)
PROJECT NUMBER : 01546
IS TO CERTIFY THAT: CPS Civil. LLC.
is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for
the type of insurance and accordance with provisions of the standard policies used by this Company , and further
hereinafter described . Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSURANCE
Policy Effective Expires Limits of Liability
Worker 's Compensation
Comprehensive General Bodily Injury:
Liability Insurance (Public Ea Occurrence: $
Liability) Property Damage :
Ea . Occurrence : $
Blasting Ea. Occurrence: $
Collapse of Building or
structures adjacent to Ea. Occurrence: $ ---
excavations
Damage to Underground
Utilities Ea. Occurrence: $
Builder's Risk
Comprehensive Bodily Injury:
Automobile Liability Ea. Person: $
Ea. Occurrence: $
Property Damage:
Ea. Occurrence: $
Bodily Injury :
Contractual Liability Ea. Occurrence : $
Property Damage:
Ea. Occurrence: $
Other
Locations covered:-----------------------------------
Description of operations covered :-----------------------------
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or
cancellation.
Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be
assured, the above policies contain such special requirements , either in the body thereof or by appropriate endorsement
thereto attached.
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 .
Agency Insurance Company: ___________ _
~F=ort~W~ort~h~A~g=e~nt"--~~~~~~~~~~~~ By __________________ _
Address _________________ _ T itl e _________________ _
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 Department of Transportation and City of Fort Worth Project No. 01546.
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
By :
Name :~\-h~k:l2"2
Title : /;. r e' L7
Date: 'f:?-6'.· \ 6
A Before me, the undersigned authority, on this day personally appeared
o ~£ ,t.,i'~~w , 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 CPS Civil, LLC. for the purposes and consideration therein expressed and in the capacity
therein stated .
Given Under My Hand and Seal of Office this ~day of ~ , 20 {D --
,,om,,, ~-;;.•~.,~i,t,~ JULIETA R. HENJUM f~:~{"§ Notary Public. State of Texas ·
~-::~~-:~§ My Commission Expires "'-1t1,:,:jt,,~ October 1 o, 2012
~
Bond No . ASB-521736
!:f.RFORMANCE BOND
THE STAT E OF TEXAS
KNOW ALL BY THESE PRESENTS :
COUN f Y OFT ARRANT
American Safety Casualty
That we (I) CPS Civil, LLC. as Principal herein. and (2) Insurance Company , a corporation
organized under the laws of the State of(3) Oklahoma . 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:
Four Hundred Forty Nine Thousand Three Hundred Ninety Seven Dollars and Fifty Cents ...
($449 1397.50) Dollars for the payment of which s um we bind ourselves. our heirs. executors. administrators.
s uccessors and assigns. jointly and severally . tirmly by these presents .
WHEREAS. Principal has entered into a certain contract with the Obligee dated the Hof July, 2010 a
copy of which is attached hereto and made a part hereof. for the construction of:
Brick Pavement Repair (2010-12)
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 n:main in full force and effect.
WHEREAS , said Contractor binds itself, upon receiving notice of the need therefore to
repair or reconstruct said Work as here in 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 condit ions of said
Contract . these presents shall be null and void , and have no force or effect. Otherwise . th is
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 prescri bed 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 1 counterpart(s). each of which
shall be deemed an orig inal , this 14 day of July , A.0 .2010.
ATTEST:
(SEA L)
Secretary
~~xx WITNESS :
(5 EAL)
CPS Civil, LLC.
Contractor
Name: Robert Farrow
Title : coo
American Safety Casualty Insurance Company
Surety
By :-t=-2?~~~' ·~• ~=----=-=+--
Name: Sandra Lee Roney
Title : Attorney in Fact
--..,.
-' -100 Galleria Pkwy , Suite 700
Atlanta , GA 30339
Address
:::
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
Bond No. ASB-521736
PAYMENT BOND
KNOW ALL BY THESE PRESENTS :
Thal we. (I) CPS Civil, LLC. as Principal herein. and (2) American Safety Casualty Insurance Compa.ny a
corporation organized and existing under the laws of the Stale of(J) Oklahoma . as surety. are ht:ld and
tirmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties. Texas.
Obligec herein, in the amount of Four Hundred Forty Nine Thousand Three Hundred Ninety Seven Dollars
and Fifty Cents ... Dollars ($449,397.50) for the payment whereof, the said Principal and Surety bind themsclws
and their heirs, executors, administrators, successors and a s signs, jointly and severally, firmly by these presents :
WHEREAS. the Principal has entered into a certain written contract with the Obligee dated the !!.day of
July , 2010, which contract is hereby reterred to a nd made a part hereof as if fully and to the same extent a s if copied
at length. for the following project :
Brick Pavement Repair (2010-12)
NOW, THEREFORE. THE CONDITION OF THIS OBLIGATION IS SUCH . that if the said Principal
s hall faithfully make payment lo 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 s hall be
void; otherwise, to remain in full force and effect.
PROVIDED. HOWEV E R. that thi s bond is executed purs uant to Chapter n53 of the Texas Government
C ode. as amended. and all liabilities on thi s bond s hall he determined in accordance with the provis ions of said
s tatute . to the same extent as if it were copied at length herein .
IN WITNESS WHEREOF. the dul y authorized repre sentatives of the Principal and the Surety ha.e
executed this instrument.
SIGNED and SEALED this!:! day ot: July, 20!0.
PROVIDED. HOWEVER . that thi s bond i s executed pursuant to C hapter 2253 of the Texas Gowrnm.:nt
Code . as amended . and all liabilities on this bond shall be detem1ined i n accon.tance with the provision s of such
statute . to the sa me extent as if it were copied at len gth herein .
IN WITNESS WHER EOF. the duly authorized repn:sentatives of the Principal and the Suret y have
executed this in strument.
SIGNED and SE ALED this .!1 of July. 2010.
ATTEST : ZJ~ ~
( Principal) Secn:tary
(SEAL)
fa 1 JU_y{lM{lli( _____ _
v W i~·s as to Principal
Address
WITNESS :
/S EAL)
5057 Keller Springs Rd ., Suite 400, Addison , TX 75001
I Addn:,,)
Title : Robert Farrow, COO ________________ _
121 S Crest Lane Drive
Duncanville, Texas 75637
American Safety Casualty Insurance Company __
Surety
-----1_00 Galleria Pkwy , Suite 700 , Atlantsi, GA 30339
(Address) ---... ~ -
r ..... .., -. .---, ::-NOTE : Date of Bond must not he
prior to date of Contract ., /
(I) Correct Name of Contractor
(2 ) Correct name of Surety
(3) State of incorporation of Surecy
T e lephone number o f surety must be stated .
In addition. an original copy of Power of
Attorney shall be attached to Bond by
Attorney-in-Fact.
T he date of bond shall not he prior co dace l>f
Contract.
Bond No . ASB -521736
MA IN TENANCE BOND
THE ST A TF. OF TEXAS
COU NTY OFT A RRA NT §
That CPS Civil, LLC. ("Contractor"), as principal , and American Safety Casualty Insurance Company a
corporat ion organized under the laws of the State of Oklahoma ("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 Four Hundred Forty Nine Thousand Three Hundred Ninety Seven Dollars and
Fifty Cents ... Dollars
($449,397.50), lawful money of the United States , for payment of which sum well and truly be made
unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs ,
executors . administrators , assigns and successors . jointly and severally.
This obligation is conditioned , however, that:
WHEREAS , said Contractor has this day entered into a written Contract with the City of Fort
Worth , dated the 14 of July , 2010 , a copy of which is hereto attached and made a part hereof, for the
performance of the following described public improvements:
Brick Pavement Repair (2010-12)
the same being referred to herein and in said contract as the Work and being designated as project
number(s) 01546 and sa id 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 C ity ; and
WHEREAS , said Contractor binds itself to maintain said work in good repair and
cond ition for said term of Two (2) years ; and
WHEREAS , said Contractor binds itself to repair or reconstruct the Work in whole or in
part at any time within said period , if in the opinion of the Director of the City of Fort Worth
Department of Engineering , it be necessary ; and .
ATIEST:
(f~tifa,~ Name : Robert Farrow
(SE AL )
T itle : coo
1215 Crest Lane Drive
Duncanville, Texas 75637
American Safety Casualty Insurance Company
SURETY
By ~,,~
Name: Sandra Lee Roney
Attorney in Fact ~
-. ", ... c_ QL:Q?au~ n
Witness as to Surety Carol Goodeno~
Address : ---~-:--.~_ ~--=---'--"'=--=
100 Galleria Pkwy, Su i1eJ OO·--
Atlan ta , GA 30339 --~
-=
~
Telephone Number: 1-80 0-=.388:3647
NOTE: (1)
(2)
(3)
Correct name of Principal (Contractor).
Correct name of Surety.
State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
AMERKANS4FETYINSURANCE POWER OF ATTORNEY
NUMBER
ASB-521736
KNOW ALL MEN BY THESE PRESENTS, that American Safety Casualty Insurance Company has made, constituted and appointed , and by these
presents does make , constitute and appoints Patricia Lee Bartlett, Carolyn J . Goodenough, Troy Russell Key, Sammy Joe Mullis, Jr.,
John William Newby, Wilbert Raymond Watson, Sandra Lee Roney of Addison, Texas
its true and lawful attorney-in-fact, for it and its name , pl~. and stead to execute on behalf of the said Company, as surety , bonds , undertaking and
contracts of suretyship to be given to
ALL OBLIGEES
provided that no bond or und'18king or contract of suretystlip executed under this au~rity shall exceed in amount the sum of ,,,
***THREE MILLION***($3,000,000.00) DOLLARS*** i.' 1 .'
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company of the 6111 day of August , 2~. ,, , , · '. : ,. , +Y ,. · ·
RESOLVED , that the President in conjunction with the Secretary or any Assistant Secreq1ry may appoint attorneys-in-fact or agents with authority as
defined or limited in the instrument evidencing the appointment in each case , for and on behalf of the Company, to execute and deliver and affix the
seal of the Company to bands , undertakings, recognizance~. and suretyship obligations of all kinds ; and said officers may remove any such attorney-in-
fact or agent and revoke any power of attorney previously granted to such persons . '
RESOLVED FURTHER , that any bond, undertaking , recognizance, or suretyship obligation shall be vaiid ·and binding ~pon the .compan y when :
(i) when signed by the President or any Vice-President and attested and sealed (if a seal is required) by any Secretary or Assistant Secretary or (ii)
when signed by the President or any Vice-President or Secretary or Assistant Secretary , and counter-signed and sealed (if a seal is required) by a duly
authorized attorney-in-fact or agent; or (iii) when duly executed and sealed (if a seal is required) by one or more attorney-in-fact or ~ts pursuant to
and within the limits of the authority evidenced by the power of attorney issued by the Company to such person or persons . · ·
RESOLVED FURTHER, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile 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 effects as though manually affixed.
IN WITNESS WHEREOF , American Safety Casualty Insurance Company has caused its official seal to be hereunto affixed , and these presents to be
signed by its President and attested by its Secretary this 6111 day of August, 2009 .
STATE OF GEORGIA
COUNTY OF COBB
On this 6111 day of August , 2009 , before me personally came Joseph D. Scollo, Jr ., to me known , who, being by me duly sworn , did depose and say that
he is the President of American Safety Casualty Insurance Company , the corporation described in and which executed the above instrument ; that he
knows the seal of the said corporation ; that the seal affixed to the said instrument is such corporate seal ; that is was so affixed by order of the Board of
Directors of said corporation and that he signed his name thereto by liki, order. ·
•.
...
-· . ~ -.,.,_ . ---·.
· ....... =
'·
~ .,._
~~ --._,, -"" -::. --
DocuGard 04541 -6 Security Features
• Prints "VOID" on front when duplicated
• Blue background highlights
erasure alterations
• Watermark on back can be seen when
sheet is held on an angle
• Coin-reactive ink on watermark changes
color when scratched with a coin
• Microtext border contains the
DocuGard name and is difficult to copy
• Security Features Box lists
tamper-resistant attributes
DocuGard 04541 -6 Security Features
• Prints "VOID" on front when duplicated
• Blue background highlights
erasure alterations
• Watermark on back can be seen when
sheet is held on an angle
• Coin -reactive ink on watermark changes
color when scratched with a coin
• Microtext border contains the
DocuGard name and is difficult to copy
• Security Features Box lists
tamper-resistant attributes
DocuGard 04541 - 6 Security Features
• Prints "VOID" on front when duplicated
• Blue background highlights
erasure alterations
• Watermark on back can be seen when
sheet is held on an angle
• Coin -reactive ink on watermark changes
color when scratched with a coin
• Microtext border contains the
DocuGard name and is difficult to copy
• Security Features Box lists
tamper-resistant attributes
DocuGard 04541 -6 Security Features
• Prints "VOID" on front when duplicated
• Blue background highlights
erasure alterations
• Watermark on back can be seen when
sheet is held on an angle
• Coin-reactive ink on watermark changes
color when scratched with a coin
• Microtext border contains the
DocuGard name and is difficult to copy
• Security Features Box lists
tamper-resistant attributes
1. IMPORTANT NOTICE
To obtain information or make a complaint:
2 . You may contact your claims representative at
1-800-388-364 7 .
3 . You may call American Safety Casualty
Insurance Company's toll-free telephone number
for information or to make a complaint at:
1-800-388-364 7
4 . You may also write to American Safety Casualty
Insurance Company at:
100 Galleria Parkway, Suite 700
Atlanta , GA 30339
5 . You may contact the Texas Department of
Insurance to obta in information on companies,
coverages, rights or complaints at:
1-800-252-3439
6. You may write the Texas Department of
Insurance:
P . 0 . Box 149104
Austin , TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state .tx.us
E-mai I: Consu me r Protection@td i. stat e. tx. us
7. PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should contact the
agent or surety first. If the dispute is not resolved ,
you may contact the Texas Department of
Insurance.
8 . ATTACH THIS NOTICE TO YOUR POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja :
Puede comun icarse con su claims representative al
1-800-388-364 7 .
Listed puede llamar al numero de telefono grat is de
American Safety Casualty Insurance Company's
pa ra informacion o para someter una queja al :
1-800-388-3647
Listed tambien puede escribir a Insurance
Company of the West/Independence Casualty &
Surety Company al :
100 Galle r ia Pa rkway , Suite 700
Atlanta , GA 30339
Puede Comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias , coberturas , derechos o quejas a l:
1-800-252-3439
Puede escrib ir al Departamento de Seguros de
Texas :
P . 0 . Box 149104
Austin , TX 78714-9104
Fax: (512) 475-1771
Web: http ://www.td i.state.tx.us
E-mail: ConsumerProtection@tdi .st ate .tx .us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo , debe comunicarse con el agent o surety
primero. Si no se resuelve la disputa , puede
entonces comunicarse con el departamento (TOI).
UNA ESTE AVISO A SU POLIZA: Este av iso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adj unto.
THE STATE OF TEXAS
COUNTY OF TARRANT
CITY OF FORT WORTH, TEXAS
CONTRACT
KNOW ALL BY THESE PRESENTS
This agreement made and entered into this the 14 day of July A.O., 20.!!!, by and between the
CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing
under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of
December, A.O. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the
Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City
Council of said city , and the City of Fort Worth being hereinafter termed Owner, CPS Civil, LLC.,
HEREINAFTER CALLED Contractor.
WITNESS ETH: That said parties have agreed as follows:
I.
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:
Brick Pavement Repair (2010-12)
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 ( I 0) days after being notified in writing to do so by the Department of Engineering of the City
of Fort Worth.
4 .
The Contractor hereby agrees to prosecute sa id work with reasonable diligence after the
co mmencement 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 (100) 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 working day, not as a penalty but as liquidated damages, the Contractor and his Surety
shall be liable to the Owner for such deficiency .
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
Specifications and Contract Documents, then the Owner shall have the right to either demand the surety
to take over the work and complete 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 iniury,
damage or death is caused, in whole or in part, hv the negligence or alleged negligence of
Owner, its officers, servants, or emplovees. Contractor likewise covenants and agrees to indemnify
and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and
employees and any damage, loss or destruction to property of the Owner arising from the performance of
any of the terms and conditions of this Contract, whether or not any such iniury or damage is
caused in whole or in part hv the negligence or alleged negligence 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 of work performed
under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Texas Government Code Section 2253, as amended, in the form included in the Contract Documents ,
and such bonds shall be for I 00 percent ( I 00%) 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 Four Hundred Forty Nine Thousand Three Hundred Ninety Seven Dollars and Fifty
Cents ... Dollars, ($449,397 .SO).
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.
JO.
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.
fN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in .2
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 .2 counterparts with its corporate seal attached .
Done in Fort Worth , Texas, this the 14 day of l!!!:L._A .D, 2010.
APPROVAL RECOMMENDED:
~r~W
DIRECTOR, DEPARTMENT OF
TRANSPORT A TI ON/PUBLIC WORKS
ATTEST :
CPS Civil, LLC.
1215 Crest Lane Drive
Duncanville, Texas 75637
CONTRACTOR
TITLE
l. 2. \ C e-. "-''C.!I. r L A -N ~ ~ u y.::.,n1::d,l , t'>,
ADDRESS
November 1960
Revised May 1986
Revised September 1992
Revised March 2006
-"\ E;' \' J /
CITY OF FORT WORTH
CITY SECRETARY
(SE A L)
Contract AuthorizatiOR
APPROVED AS TO FORM AND
LEGALITY :
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, Tl
Project Name: Brick Pavement Repair( ____ _
DOE Project Number: ___ _
Mapsco Location: ____ _
Street Maintenance Work Notice
As part of the City of Fort Worth 's Street Maintenance Program, ---------
has been contracted to repair your street. During the maintenance work , there will be a
brief time that you may not have access to your residence or business . On the days
specified below , vehicles can not be parked on the street. Also , please turn off your
sprinkler adjacent to the street.
If you have any questions or concerns, please contact contractor ________ _
at ------------
If we are not able to resolve your concern to your satisfaction , you may also contact
City of Fort Worth Inspector at , Monday-
Friday between 7 :30 a .m . and 4:30 p.m .
After 4 :30 p.m. and on weekends , call (817) 392 -8100 .
Block Street Project
Limits Name Limits
1100 to 1200 Brown Street Yates Avenue to Keller Springs Parkway
Expected Construction Dates
Weather Permitting
From 6-20 -06 to 7-4-06
Nombre del Proyecto: Brick Pavement Repair( ____ _
Numero del Proyecto DOE: ___ _
Ubicaci6n 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
negoc io. En los dias especificados abajo , vehiculos no deben estacionarse el la calle.
Tambien , par favor apague su sistema de regar el cesped cerca de la calle.
Si tiene alguna pregunta o concierne , par favor !lame al contratista _______ al
Si no resuelve su concierne a su satisfacci6n, puede tambien llamar a la Oficina de
lnspecci6n 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 las fines de semana llame al (817) 392-8100.
Li mites Nombre Li mites
De Blogues de Calle De Proyecto
1100 a 1200 Brown Street Yates Av enue a Keller Springs Parkway
Fechas de Construcci6n
Permitiendo el Estado de Tiempo
De 6-20-06 a 7 -4-06
r
' i
'
4' -0 "
FONTS :
PR OJEC T DESIGNAT ION SIGN
.__ ________ 4 ' -o" ----------i
sf'
==r 3"
3"C Project Title 1
1
..
3 "C 2ND LINE '
IF NECESSARY_/ --i-3 "
1 f'======= Contractor: --=± 1,,
2f 'LContractor's Name~ 2
1 ~"=c= Scheduled Completion Date
1f ' Year
1 ,,
2
5"
1 ,,
FORT WORTH LOGO = CHEL TINGHAM BOLD
ALL OTHER LETTERING = ARIAL BOLD
LOGO COLORS:
FORT WORTH -PMS 288
LONGHORNLOGO -PMS167
LETTERING -PMS 288
BACKGROUND -WHITE
BORDER -BLUE
P:~CJECT DE SIGNA TI ON SI GN
, iTY Gf' HWT WORTH·· CONS TRUC TION STANDARD
DATE: 9-20-02
_J_lJ I J I ~I
_l_ -~~-.-1 -'-J_-.--_ I========1=__,____.____j,_ _ ____.____.____._i __._....____.___.____,___.________.____,__.__~--c---'--I ~,$! --,--
. I I I I I I _S ~ T.....__.. ...----L-..,.__..__..--1----,_____.__,____..___,___.____.___.___,__..._,_ ............... ...L--r--......___,___..__,__.__..---,.___,_..--r--'----r--'---r--'--,--'-..,....,..--'--
_j _=r j I I .~ -r_.__,__.....__,__.__~-·~-1--J<-,;-~---. _ I I L _ __1_ _ _...._....,..__.___,_....-.,--,,_,,,_.,. ________ ~--,---,.....__,....._...___._____.___,.~~~--,--,..---,.-...__,_.;
I I I I i ~ J I . 1.=-=r_-_.____.__~--~~-.,,._..,,._,_..,_,~~__.__~_..___._____._-...,..---'-~---,--'------,..--....___,_
J I ~J=r _i __._-___.___........_,..............~~..,.____._-L-____.__-----'-\-__.____.__....._____.'------'-----'----'------'--~--'--~·
--'-'-----"-___..____.__I __._I _J_...___...._____..____..____..___.........___.______.____._...__ ___ __.___..____.____.._~__..-~_.__~~
-----.
DAMAGED BRICKS AS
OETER~INEO BY THE /
ENGINEER IN THE FIELD TO
BE REPLACED WITH
FULL BRICKS TO ORIGINAL
DESIGN AND AS PER SPEC
PLAN SAWCUT
•
NOT TO
SCALE
....
--------------------------------~~~~~~~~---------------------------------·
----------------
: 6/ 30/00
------------
EXISTING 6"
CONCRETE BASE TO
BE REPLACED WHERE
REO'D BY ENGINEER
ANO AS PER SPEC
SECTION
FoitTWollTH
~...:-
CITY OF FORT WORTH, TEXAS
TRANSPORTATION/PUBLIC WORKS
ENGINEERING DIVISION
-------------------
TYPICAL PAVEMENT SECTION
REP AIR -BRICK SURF ACE &
REINFORCED CONCRETE BASE
Drawing Nome: brickreploce.dgn
:: 7/10/00
CURB/
GUTTER ---
PLAN
WIDTH INSIDE OF CURB TO
BUILDING OR ADJOINING
SIDEWALK VAAIES
<GENERALLY 16'-6")
2-1/4" THICK TYPICAL SLOPE 1/4"/l'
BRICK PAYERS D" .. A·GED ADEA
DAMAGED BRICKS AS
DETERMINED BY THE ENGINEER
IN THE FIELD TO BE REPLACED
WITH FULL BRICKS TO
ORIGINAL DESIGN AND AS
PER SPEC
NOT TO SCALE
ADJOINING BUILDING
OR SIDEWALK SLAB
SEALED 1/2 " \ ,......,.. "'
JOINT '/.,." SAWCU SAWCUT EXPANSION ·
. EXPANSION~ TO BE REPAIRED SEALED Y2'
. JOINT\. . JOINT
CURB/ \. \
GUTTER ,,---;--1=c.x:r::r:.T-"I.. ~S"~~~ ---. ,~. ,.; . -----:-..... -----:-. . . . ' .... . ... ~
IL...;. r-~":' • 1 • e • V I e, e • • .,-.. ----::-
/ • ~ .. · .• ~ ... • •. --~ l ___ =}E __________________ -£ ___ "' __________ ~ -/ ·. ·: .... · ,' ·.:. •. ·. ·. ~ ·. · . : ~\o _0
__.,\· 1" MORT AA BED \, _
• •· .• • • ., .,. I \
(-~-----~~----. I 4" REINFORCED CONC.
I BASE SLAB •3 c 18" O.C.8.W . 2" SAND CUSHION /------------J . OR APPROVED SUB-·
APPROX. LOCATION OF . GRADE
EXISTING CONDUITS FOR SECTION
STREET LIGHTING AND
SPRINKLERS
CITY OF FORT WORTH, TEXAS
TRANSPORT ATION/PUBUC WORKS
ENGINEERING DIVISION
TYPICAL SECTION REPAIR
BRICK SIDEWALK
BRICK PAVEMENT REPAIR (2010-12)
BLK LIMIT STREET NAME STREET LIMITS Mapsco Pavement Pavers Sidewalk Pavers
SF SF
100-699 EXCHANGE AVE MAIN ST -RAILROAD 62G 2 ,500 1,200
100-999 MAIN ST E. WEATHERFORD ST -E. 9TH ST 6 3W 4 ,10 0 1,87 5
100-899 COMMERCE ST E. WEATHERFORD ST - E. 8TH ST 63W 3 00 600
100-199 E. 8TH ST MAIN ST -COMMERCE ST 63W 600 15
100-199 W . 8TH ST MAIN ST -HOUSTON ST 63W 500 10
100-1649 HOUSTON ST W. WEATHERFORD ST -W . LANCASTER AVE 62Z 1,150 580
100-899 THROCKMORTON ST W . WEATHERFORD ST -W . 8TH ST 62Z 0 1,300
TOTAL 9,150 5 ,580