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CONTRACT NO . ., ~-., .--
SPECIFICATIONS
AND
· CONTRACT DOCUMENTS
2007 CRITICAL CAPITAL PROJECT
FOR
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RECONSTRUCTION OF PREMATURE FAILED STREETS:
BIG THICKET DR. (From 135 Ft. east of Muir Dr. to Rainy Lake Dr.)
CHISOS RIM TRL. (From 130 Ft. east of Big Thicket Dr. to Arcadia Park Dr.)
RAINY LAKE DR. (From N. Tarr.ant Pkwy. to Arcadia Park Dr.)
PARTIAL REPLACEMENT OF PREMATURE FAILED STREET:
ARCADIA PARK DR. (From 8840 Arcadia Park Dr. to 8849 Arcadia Park Dr.)
IN THE CITY OF FORT WORTH, TEXAS
CITY PROJECT NO: 01755
DOENO: 6685
TPW PROJECT NO: C295-541200-202240175583
2011
MIKE MONCRIEF
MAYOR
T,M.IDGGINS
INTERIM CITY MANAGER
DOUGLAS W. WIERSIG, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ANDY ANDERSON, P.E., ASSISTANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
1 O -1 2 -1 1 PO 3 : 5 I I I~
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M&CReview Page 1 of2
Official site of the City of Fort Worth, Texas
CITY COUNCIL AGENDA FoRTWORTII
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COUNCIL ACTION: Approved on 9/20/2011
DATE: 912012011 REFERENCE **C_25169 LOG 20_RECONSTRUCTION_PREMATURE
NO.: NAME: FAILED STREETS_01755
PUBLIC CODE: C TYPE: CONSENT HEARING: NO
SUBJECT: Authorize Execution of a Contract with Conatser Construction TX, LP, in the Amount of
$519,994.00 for Reconstruction of Premature Failed Streets at Four Locations (COUNCIL
DISTRICT 2)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with Conatser
Construction TX, LP, in the amount of $519,994.00 for pavement improvements to the premature
failed streets at four locations.
DISCUSSION:
This project provides for the reconstruction and partial replacement of the following four premature
failed streets:
Reconstruction:
Big Thicket Drive (from 135 feet East of Muir Drive to Rainy Lake Drive)
Chisos Rim Trial (from 130 feet East of Big Thicket Drive to Arcadia Park Drive)
Rainy Lake Drive (from North Tarrant Parkway to Arcadia Park Drive)
Partial Replacement:
Arcadia Park Drive (from 8840 Arcadia Park Drive to 8849 Arcadia Park Drive)
On January 9, 2007, (M&C G-15571) the City Council authorized the sale of $42,325 ,000 .00 in
Certificates of Obligation (CO) for the purpose of funding part of the Critical Capital Needs Program.
These CO's included funds for the improvements of premature failed streets.
The City reserves the right to increase or decrease quantities of individual pay items within the
contract, provided that the total contract amount remains within plus or minus 25 percent of the
contract award.
This project was advertised for bid on June 9, 2011 and June 16, 2011, in the Fort Worth Star-
Telegram. On July 7, 2011 , the following bids were received:
http://apps.cfwnet.org/council_packet/mc _review.asp?ID= 15727&councildate=9/20/2011 9/21/2011
M&CReview Page 2 of2
!Bidders I Amount
Conatser Construction TX, LP $519,994.00
Stable & Winn, Inc. I $ 537.160.50 I
McClendon Construction Co., Inc. $566,300.00
Jet Underground Utilities, Inc. $ 570,026.25
Conatser Construction TX , LP , is in compliance with the City's M/WBE Ordinance by committing to 15
percent M/WBE participation . The City's goal on this project is 13 percent.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current Capital
Budget, as appropriated , of the 2007 Critical Capital Projects Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
C295 541200 202240175583 $519,994 .00
Submitted for City Manager's Office by:
Originating Department Head:
Additional Information Contact:
ATTACHMENTS
Fernando Costa (6122)
Douglas W. Wiersig (7801)
George Behmanesh (7914)
202007 FAILED STREETS MAP Project 01755 .pdf
http://apps.cfwnet.org/council_packet/mc _review.asp?ID= 15727&councildate=9/20/2011 9/21/2011
CITY OF FORT WORTH
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ADDENDUM No. 1
FOR
2007 CRITICAL CAPITAL PROJECT
RECONSTRUCTION OF PREMATURE FAILED STREETS & PARTIAL
REPLACEMENT OF PREMATURE FAll.ED STREETS
CITY PROJECT NO: 01755
DOENO: 6685
The contract and documents of subject project are hereby revised or amended as follows:
Pav Item No. 5 -8-inch Flex Base for Geogrid, page SP-17, of the Special Provisions, the first
paragraph should be replaced with:
Measurement is in cubic yards and shall cover actual area and depth of 8-inches of material used.
Payment is full compensation and covers the cost oflabor, material, and equipment used in
manipulating, spreading, and compaction of flexible base material. Excavating and hauling off
fa iled subgrade material should be paid under PAY ITEM No. 18 -Unclassified Street Excavation.
Us e of flex base material shall be determined in the field by the Engineer or his Representative.
Pay Item No. 7 -7-inch Integral Concrete Curb, page SP-17 of the Special Provisions, should
be replaced with:
Standard specification Item No.502, "Concrete Curb and Gutter", shall apply except as follows :
Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and
of the same concrete as the slab . The concrete for the curb shall be deposited no more than thirty
(30) minutes after the concrete in the slab is placed.
The Contractor shall backfill behind the curb within seven (7) calendar days, if the Contractor fails
to b ackfill behind the curb within seven (7) calendar days of pouring the curb, required backfilling
shall be at finishing grade, top soil as per specification Item No. 116 "Top Soil", if needed, shall be
added and leveled to grade behind the curb. Cost of back filling and grading behind curb shall be
included in this pay item.
Required backfilling and finishing grade behind the curb shall be completed in order for the curb to
be accepted and measured as completed
The unit price bid per linear feet will be full compensation for all labor, materials, equipment, tools,
and incidentals necessary to complete the work.
Street bv Street Quantity Determination Spread Sheet should be replaced with the Spread
Sheet attached herewith.
. .
f -.
Please aclmowledge receipt of this addendum by signing and inserting this into your proposal at the
time of bidding. Failure to return a signed copy of this addendum shall be grounds of rendering the
bid as nonresponsive.
Receipt Acknowledges: -"~ n
B y: ~~ By: . . '/z"LU/1
~~y-a~e '( I ~s' d -en+ Tanqul Islam, Project Manager
Con CA.4-S.e v-C DY'\ S-t rtu .. :t, M "1)'1 LP
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
2007 CRITICAL CAPITAL PROJECT
FOR
RECONSTRUCTION OF PREMATURE FAILED STREETS:
BIG THICKET DR. (From 135 Ft. east of Muir Dr. to Rainy Lake Dr.)
CHISOS RIM TRL. (From 130 Ft. east of Big Thicket Dr. to Arcadia Park Dr.)
RAINY LAKE DR. (From N. Tarrant Pkwy. to Arcadia Park Dr.)·
PARTIAL REPLACEMENT OF PREMATURE FAILED STREET:
ARCADIA PARK DR. (From 8840 Arcadia Park Dr. to 8849 Arcadia Park Dr.)
NAJI
IN THE CITY OF FORT WORTH; TEXAS
CITY PROJECT NO: 01755
DOENO: 6685
TPW PROJECT NO: C295-541200-202240175583
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. Prevailing Wage Rates
7. Vendor Compliance
8. Contractor Compliance with Worker's Compensation Law
9. Certificate of Insurance
10. Equipment Schedule
11. Experience Record
12. Performance Bond
13. Payment Bond
14. Maintenance Bond
15. Contract
16. Notice of Construction Detail
17. Project Designation Sign Detail
18. Other Details
19. Street by Street Paving Quantity Determination Spreadsheet
20. Street Plans and Profiles
Sealed Proposals for the following:
CITY OF FORT WORTH, TEXAS
2007 CRITICAL CAP IT AL PROJECT
CITY PROJECT NO: -01755
TPW PROJECT NO: C295-541200 -202240175583
Submit package to the City of Fort Worth, Purchasing Division, lower level of the Municipal Building, 1000
Throckmorton St, Fort Worth, Texas 76102, until 1:30 P.M., Thursday, July 07, 2011, and then publicly read
aloud at 2:00 P.M., in the Council Chambers.
Specifications and Contract Documents for this project may be purchased for twenty dollars ($20) per set at the
office of the Transportation and Public Works Department, Municipal Office Building, 1000 Throckmorton
Street, Fort Worth, Texas 76102. These documents contain additional information for prospective bidders.
A pre-bid conference will be held at 9:00 A.M. Wednesday, June 22, 2011, in the Transportation and Public
Works Conference Room, 2nd Floor, Municipal Building , RM 270 .
The major work on the above-referenced project shall consist of the following:
Paving Improvements :
7,300 S.Y.
7,300 S.Y.
1,650 C.Y.
10,500 L.F .
14 ,650 S.F.
815 S.Y.
6-inch Reinforced Concrete
Geogrid Installation
8-inch Flex Base for Geogrid
Silicone Joint Sealant
Remove and Replace 6-inch Concrete Driveway
Remove and Replace Failed Reinforced Concrete Panels
. Included in the above will be all other miscellaneous items of construction .as outlined in the Plans and
Specifications .
Bidders are encouraged to be prequalified to ensure that their bids are not rejected or cancellation of award of
contract.
For additional information, please contact Tariqul Islam, Project Manager at (817) 392-2486.
T. M. HIGGINS
INTERIM CITY MANAGER
Advertising Dates:
June 09, 2011
June 16, 2011
DOUGLAS WIERSIG, P .E., DIRECTOR
TRANSPORTATION & PUBLIC WORKS
By: _tlit ___ _
Tariqul Islam
Project Manager
PREQUALIFICATION REQUIREMENTS FOR PAVING CONTRACTORS
1. A current Financial Statement must be provided . The Transportation and Public
Works Department requires that the original Financial Statement, or a certified copy
be submitted for consideration.
2 . For those seeking first time qualification, references ofrelated work (at least 5) must
be provided . Each reference must include the following :
a . Project Name and Location
b . Type of project -Concrete Paving Construction or Reconstruction, Asphalt
Paving Construction Reconstruction, or Asphalt Paving Heavy Maintenance.
c . An indication of whether the Contractor served as the prime or as a subcontractor
on each of the referenced projects
d . Contractor's contact person and telephone number(s)
e . Name of the city whe.re work was performed along with contact name and
telephone number of the assigned City Inspector
f Amount of construction contract
g . Type of paving performed and general description of work elements (asphalt, base
construction, sub-base treatment, geo-grid fabric, concrete, reinforcing, thickness,
jointing)
h. Date of project -start date for construction and completion date
1. The above requirement for 5 project references may be waived if:
The contractor can otherwise demonstrate that he/she has the construction
experience to perform the type of work for which he/she is being considered,
and
• The contractor provides sufficient evidence that he/she has the financial
ability to both complete and warranty the work, and
• The contractor acknowledges that under this provision of the requirements for
pre-qualification .that the contractor will be limited to 10,000 square yards of
concrete or asphalt pavement construction or $1,000,000 of pavement
rehabilitation.
• The contractor acknowledges that the limitation on this type of work for the
City of Fort Worth wiJl remain in force until such time as the contractor
demonstrates the capability to satisfactorily perform and complete the type of
work covered by the restriction .
3. Include in the submission an equipment schedule which indicates equipment under
the control of the Contractor and which is related to the type of work for which the
Contactor is seeking certification. The schedule must include the manufacturer,
model and general common description of each piece of equipment.
4 . The following information must be provided regarding construction experience:
a . Number of years the company has been in business as a General Contractor under
the present business name
b . Other names under which the company has operated including the full name of
the company and where that company performed work
c. An indication of the number of years of concrete/asphalt pavement construction
experience as a general contractor and as a sub-contractor
d. Experience of the principals of the company, including name, present position,
years of experience, type of experience, licenses, and certifications.
e. lfthe Contractor or any present partners or officers have ever failed to complete a
contract, provide details about those contracts including name of the project,
owner/engineer, contract price; contact person, and the surety that was involved.
f Provide details of any instances when the Contractor, any present partners or
company officers have filed for bankruptcy or have been part of a company that
has filed for bankruptcy .
5. Any Contractor who becomes qualified under these provisions and remains in good
standing with the City will only be required to submit a newly compiled or reviewed
financial statement before each 2 year anniversary of initial qualification . Should a
Contractor fail to submit the required information before any 2 year anniversary,
he/she will be so advised and will be allowed 6 months to provide the required
financial statement. If a financial statement is then not provided within the specified
6 month period, the Contractor will be removed from the list of qualified Contractors
and he/she will be required to provide all indicated information as would a new
contractor before being considered further for qualification.
December 9, 201 O
TYPES AND LEVELS OF QUALIFICATION
CONCRETE PA YING CONSTRUCTION/RECONSTRUCTION
Concrete Paving Construction/Recoi1struction LESS THAN 10,000 square yards
A Contractor may be deemed as pre-qualified to petform concrete paving as a
Prime Contractor with the City of Fort Worth if the required pre-qualification
information submitted by the Contractor demonstrates through financial stability,
experience and available resources that the Contractor should be able to perform
the indicated level of work. If the Contractor is pre-qualified for this level, the
Contractor will only be considered ·qualified to petform concrete paving on
projects that include less than I 0, 000 square yards .
Concrete Paving Construction/Reconstruction 10,000 square yards and GREATER
A Contractor may be deemed as pre-qualified to petform concrete paving as a
Prime Contractor with the City of Fort Worth if the required pre-qualification
information submitted by the Contractor demonstrates through financial stability,
experience and available resources that the Contractor should be able to petform
the indicated level of work. If the Contractor is pre-qualified for this level, the
Contractor will not be limited on the size of project upon which he or she may
bid.
ASPHALT PAVING HEAVY MAINTENANCE
Asphalt Paving Heavy Maintenance UNDER $1,000,000
A Contractor may be deemed as pre-qualified to perform asphalt paving heavy
maintenance as a Prime Contractor with the City of Fort Worth if the required
pre-qualification information submitted by the Contractor demonstrates through
financial stability, experience and available resources that the Contractor should
be able to perform the indicated level of work . If the Contractor is pre-qualified
for this level, the total amount of the bid for asphalt paving heavy maintenance
and all items directly associated with the paving shall be less than $1,000,000.
Asphalt Paving Heavy Maintenance $1,000,000 and OVER
A Contractor may be deemed as pre-qualified to perform asphalt paving heavy
maintenance as a Prime Contractor with the City of Fort Worth if the required
pre-qualification information submitted by the Contractor demonstrates through
financial stability, experience and available resources that the Contractor should
be able to perform the indicated level of work. If the Contractor is pre-qualified
for this level, the Contractor will not be limited on the size of project upon which
he or she may bid.
December 9 , 20 I 0
SPECIAL INSTRUCTIONS TO BIDDERS
1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of
Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid
submitted must accompany the bid, and is subject to forfeit in the event the successful
bidder fails to execute the contract documents within ten days after the .contract has been
awarded.
To be an acceptable surety on the bid bond, the surety must be authorized to do business
in the state of Texas. In addition, the surety must (1) hold a certificate of authority from
the Untied States secretary of the treasury to qualify as a surety on obligations permitted
or required under federal law; or (2) have obtained reinsurance for any liability in excess
of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of
Texas and is the holder of a certificate of authority from the Untied States secretary of the
. treasury to qualify as a surety on obligations permitted or required under federal law.
Satisfactory proof of any such reinsurance shall be provided to the City upon request.
The City, in its sole discretion, will determine the adequacy of the proof required herein.
2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be
tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the
application of such formulas or other methods of bringing items to a common basis as
may be established in the Contract Documents.
The total obtained by taking the sum of the products of unit prices quoted and the
estimated quantities plus any lump sum items and such other quoted amounts as may
enter into the cost of the completed project will be considered as the amount of the bid.
Until the· award of the contract is made by the Owner, the right will be reserved to reject
any or all proposals and waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided, without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
Documents prior to the bid receipt. Information regarding the status of addenda may be
obtained by contacting the Transportation and Public Works Department at (817) 392-
2486. Bids that do not acknowledge all applicable addenda will be rejected as non-
responsive.
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 WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") is received by the City.
5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the
Texas Government Code, as amended.
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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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6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 -General
Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain
Construction of the City of Fort Worth, Texas, concerning liquidated damages for late
completion of projects .
7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not
discriminate against any person(s) because of sex, race, religion, color or national origin
and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of
the City of Fort Worth (1986), as amended, prohibiting discrimination in employment
practices.
8 WAGE RATES: All bidders will be required to comply with provision 5159a of
"Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of
prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in
Contract Documents for this project.
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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11.
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
premmm.
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.
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 ofM/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 "0" or "no participation" in the spaces provided, and provide
a brief explanation.
• The Contractor shall provide the M/WBE Office proof of payment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining, in detail:
a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
• If the Contractor foresees a problem with submitting participation reports and/or
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
and why in documentation.
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
- 6 -
grounds for termination of the contract and/or initiating action under appropriate federal ,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation (other than a negligent misrepresentation) and/or commission of fraud
will result on the Contractor being determined to be irresponsible and barred from
participating in · City work for a period of time of not less than three years.
13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal , the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
14. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND
WARRANTY:
a. The contractor will receive full payment (less retainage) from the city for each pay
period.
b. Payment of the retainage will be included with the final payment after acceptance of the
project as being complete.
c. The project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
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, ~ity
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 theAIR 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
- 7 -
10:00 a.m. whenever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
However, the Contractor may begin work prior to 10:00 a.m. if use of motorized
equipment is less than I-hour, or if equipment is new and certified by EPA as "Low
Emitting", or equipment bums Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
alternative fuels such as CNG.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours of 7:00 a.m. -6:00 p .m ., on a designated AIR POLLUTION WATCH
DAY, that day will be considered as a weather day and added onto the allowable weather
days of a given month.
16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
A. Definitions:
Certificate · of coverage ("certificate") -A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission, or a coverage
agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project, for the duration of the project.
Duration of the project -includes the time from the beginning of the work on the
project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in. 406.096) -includes all
persons or entities performing all or part of the services the contractor has undertaken
to perform on the project, regardless of whether that person has employees. This
includes, without limitation, independent contractors, subcontractors, leasing
companies, inotor 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
SPECIAL INSTRUCTIONS TO BIDDERS
-8 -
coverage period, file a new certificate of coverage with the governmental entity
showing that coverage has been extended.
E. The contractor shall obtain from each person providing services on a project, and
provide to the City:
(1) a certificate of coverage, prior to that person beginning work on the project, so
the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
E. The contractor shall retain all required certificates of coverage for the duration of the
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 t-o 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
-10 -
"Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive
information on the legal requirement for coverage, to verify whether your employer
has provided the required coverage, or to report an employer's failure to provide
coverage."
17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive
Branch of the federal government, contractor covenants that neither it nor any officers,
members, agents or employees who engage in the performance of this contract shall, in
connection with such employment, advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
against any person because of their age except on the basis of a bona fide occupational
qualification, retirement plan or statutory requirement.
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 -
FORTW°ORTH . .._,, a • __.. . City of Fort Worth
Minority and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable.
If the total dollar value of the contract is less than $25,000 , the M/WBE goal is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements ·
and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid .
M/WBE PROJECT GOALS
The City's M/WBE goal on this project is {j_ % of the total bid (Base bid applies to Parks and Community Services).
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply w ith the intent of the City's M/WBE Ordinance by
either of the following :
1. Meet or exceed the above stated M/WBE goal, or
2. Good Faith Effort documentation, or;
3. Waiver documentation, or;
4. Joint Venture. 0 7 -0 '/ -1 1 PU i : ) 4 I Ii
1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid
met or exceeded : opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form , if participation is less than opening date, exclusive of the bid open ing date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form , if no M/WBE participation: opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form , if you will received by 5:00 p.m ., five (5) City business days after the bid
perform all subcontracting/suppl ier work: openinQ date, exclusive of the bid opening date.
5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
to met or exceed goal. opening date, exclusive of the bid openinQ date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED
NON-RESPONSIVE TO SPECIFICATIONS
A n y quest ions, please cont act t he M/WBE Office at (817 ) 392-6104.
Rev. 11/1/05
fORTWORTH -~-City of Fort Worth
Subcontractors/Suppliers Utilization Form
ATTACHMENT 1A
Page 1 of 4
Check applicable block to describe prime
City's M/WBE Project Goal:
%
Prime's M/WBE Project Utilization:
.9 %
O'l
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m . five (5) City business days after bid opening, exclusive of bid opening date ,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offerer agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the
bid being considered non-responsive to bid specifications
M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker, Johnson , Collin, Dallas , Denton, Ellis, Kaufman and Rockwall counties .
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e ., a direct
· payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms , located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division . Disadvantaged Business
Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE).
If hauling services are utilized , the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/VVBEs, including owner-operators, but will only receive creditfor the
fees and commissions earned by the M/WBE as outlined in the lease agreement.
07 -0 7 -11 P03 :3 5 I N
7 -1 Rev . 5/30/03
FORTWOR TH --....,.--·
ATIACHMENT 1A
Page 2 of 4
Primes are required to ide ntify ALL subcontractors/suppl iers , regardless of status ; i.e ., Minority, Women and non-M/WBEs.
Pl ea se list M/WBE firms first , use additional sheets if necessary.
Certification N
(check one) 0
SUBCONTRACTOR/SUPPLIER n T Detail Detail Company Name i N T
C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D w Telephone/Fax r B B R 0 B E E C T E
A
Tru c,JI., in~ t-$3,, gcooO
ROB ERT GRAN ADOS TRUCKING H41>.l O++
5412 Kings link Circle
I ,I SL.{rplu£ Fort Worth, Texas 76 135
(8 17 ) 23 7-3520
Cone re -f -e...
3/ 7~,oo COWTOWN R EDI-MIX ~edi Mix ¢
PO Box 162327 I
I 1,-
Fort Worth, Texas 76 16 1 V V
V (817)7 59-1919 f (81 7) 7 59-1716
-f-ueJ 1,l, cco 0()
SUN CO AST R ES O U RCES I N C. I
Teri Bateman
PO Box 972321 I ./
Da ll as, Texas 75397
V (800)677-3835 x655
07 -0 ' -1 1 P03 :35 I N
7-2 Rev . 5/30/03
FORT WORTH
~-
ATTACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status ; i.e., Minority, Women and non-M/WBEs .
Please list M/WBE firms first , use additional sheets if necessary.
Certification N
(check one) 0
SUBCONTRACTOR/SUPPLIER n T Detail Detail Company Name i N T
C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D w Telephone/Fax r B B R 0 B E E C T E
A
)
7 -3 Rev. 5/30/03
FORT WORTH
·~
Total Dollar Amount of M/WBE Subcontractors/Suppliers
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers
$
$
ATIACHMENT 1A
Page 4 of 4
71,.f::j50.cb
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ IJ.5 'Q.oO
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 bre.ach of
contract and may result in debarment in accord with the procedures outlined in the ordinance . The contractor
shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the 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 misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements . Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offerer and barred from participating in
City work for a period of time not less than one (1) year.
Printed Sig
b a()Ct:fSQ( CC>r1 S-\::01 c,j fen -rxl Lf
ompanyName
----;i:;ontaci ame/Title (if different) ~·
--\'hD~Q__ · ~
'6(1 i5.3L/ ,.. , 7~ 2> ?; ) 7 ,53 'i--L/5~
Telephone and/or Fax
?.0.2::o)( \5yll6
Address
In ~. u\"-Lb :rx 1 & ra City/StateZip
~czv:c ~@cp;Q:k:tser.r{)A
E· ail Add ss
O 'tJ / o'1 I c:Jo 11
Date r I
07 -07-11 P03:35 /N
7 .4 Rev . 5/30/03
FORTW°ORTH
----.•. ~
City of Fort Worth
Prime Contractor Waiver Form
ATTACHMENT 1B
Page 1 of 1
PRIME COMPANY NAME: Check applicable block to describe
prime
PROJECT NAME: I M/W/DBE I I NON-M/W/DBE
BID DATE
City's M/WBE Project Goal: PROJECT NUMBER
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 ATTACHMENT 1C. This form is only applicable if .both answers are yes.
Failure to complete this form in its entirety and be received by the Managing Department on or before
5:00 p.m., five (5) City business days after bid opening, exclusive of the bid opening date, will result in the
bid being considered non-responsive to bid specifications.
Will you perform this entire contract without subcontractors? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business.
Will 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 request , complete and accurate information
regarding actual work performed by all subcontractors , including M/WBE(s) on this contract, the payment
therefore and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The bidder
also agrees to allow an audit and/or examination of any books, records and files held by their company that will
substantiate the actual work performed by the M/WBEs on this contract , by an authorized officer or employee of
the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or
debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State
or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from participating in City work for a
period of time not less than one (1) year.
Authorized Signature Printed Signature
Title Contact Name (if different}
Company Name Phone Number Fax Number
Address Email Address
City/State/Zip Date
Rev. 5/30/03
FORT WORTH -...... w·"' . City of Fort Worth
Good Faith Effort Form
Ot'7 55
ATTACHMENT 1C
Page 1 of 3
Check applicable block to describe
prime
M/W/DBE NON-M/W/DBE
BID DATE
0
If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your
DBE participation is less than the City's project goal, you must complete this form.
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation the facts or intentional discrimination by the bidder.
Failure to complete this form, in its entirety with supporting documentation, and received by the
Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of
bid opening date, will result in the bid being considered non-responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity} for the completion of this
project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES
OF FIRMS} On Combined Projects, list each subcontracting and or supplier opportunity through the
2nd tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
07-07-11 P0 3:35 I N
ATTACHMENT 1C
Page 2 of 3
2.) Obtain a current (not more than three (3) months old from the bid open date) list of M/WBE
subcontractors and/or suppliers from the City's M/WBE Office.
v"'Yes
__ No
Date of Listing Q_j_, cJ J t_j_J_
3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
opened?
1 Yes (If yes, attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.)
__ No
4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
___£ Yes (If yes, attach list to include name of M/WBE firm, person contacted, phone number and date and time of contact.)
__ No
NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile
is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and
documentation faxed.
NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the
bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a
particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two-
thirds (2/3) of the list within such area of opportunity, but not less than ten to be in · compliance with
questions 3 and 4. . ..
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
~ns and specifications in order to assist the M/WBEs?
_V_ 'tYes
__ No
6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in
the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any
supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide
dispute concerning quotes, the bidder will provide for confidential in-camera access to and
inspection of any relevant documentation by City personnel.
(Please use additional sheets, if necessarv, and attach.)
Company Name Telephone Contact Person Scope of Work Reason for Rejection
'I JIU I ..... { , J
07 -07 -11 P03 :35 I N
-
ADDITIONAL INFORMATION:
ATTACHMENT 1C
Page 3 of 3
Please provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE participation on this project.
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the M/WBE(s) listed
was/were contacted in good faith. It is understood that any M/WBE(s) listed in
Attachment 1 C will be con ted and the reasons for not using them will be verified by
the City' E 0
Printed Sigrlature
'2:amQ.,
Title Contact Name and Title (if different)
C:ooel1S-R C CITO ':>tMlz\ ; DYJTJ,..r}J
Company Name . )
7it2:53Y -1 ~43 BtJ -534 --#55/a
Phone Number Fax Number
£0. &i. l5YY& id)aQ YJ ~ @.CorletiSQ o. /10 r>:J
ii Add ess
0:] (D ~ { do l I
Address
fo{tu)Of:Lh;rx --Zw llq
City/State/Zip Date
0 7-07-17 P0 3:35 I N
FORT-WORTH -....., ·w· ---CITY OF FORT WORTH
Joint Venture Eligibility Form
A ll qu estions mu st be answered; use "NA " if applicable.
Joint Venture
Page 1 of 3
· Name of City project:----------------------------------
A j oint venture fo rm mu st be co mpl eted o n ea ch proj ect
RFP/Bid/Purchasing Numb er: ------------,----
1. Joint venture information :
Joint Venture Name:
Joint Venture Addre ss:
(If applicable)
T elephone: Facsimile: E-mail address:
Cellular:
Identify the firms that comprise the joint v enture:
Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the
joint venture
M/WBEfirm
I
Non-M/WBE
I name:· firm name:
Business Address: Business Address :
City, State, Zip : City, State, Zip:
Telephone Facsimil e E-mail Telephone Fa csimil e
Cellular Cellular
Certification Status: E -mail address
Name of Certifying Agency: < ,r· . . \@' " ;;;_-"' . "
" 'J
>
•(S ' ·-· ·-
2 S . f k rfi cope o wor pe orme db h J" V 1yt e omt enture:
Describe the scope of work of the M/WBE: Describe the scope of work of the non-M/WBE:
--
Jo int Venture
Page 2 of 3
3 . What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward
meeting the project goal ?
4. Attach a cop y of the joint venture agreement.
5 . List components of ownership of joint v enture: (Do not complete if this information is de scribed in joint venture agree ment)
Pro fit and loss sharing:
Capital contributions, incl uding
equipment:
Other app li ca ble ownership interests:
6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the da y-to-day
management and decision making of the joint v enture:
Financial d ecisions
(to includ e Account Payable and Receivab le):
M anagement decisions :
a. E stimating
-----------------------------------------------b . M arketing and Sale s
-----------------------------------------------
C . Hiring and Firing of management
p erso nnel
-----------------------------------------------d. Purchasing of major equipment
and/or supplies
Supervision of fi eld operations
The City's Minority and Women Business Enterprise Office will review your joint venture submission and
will have final approval of the M/WBE percentage applied toward the goal for the project listed on this
form .
NOTE:
From and after the date of project award , if any of the participants , the individually defined scopes of wo rk or the dollar
amounts/percentages change from the originally approved informati on , then the participan ts must inform the City's
M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and
may result in debarment in accord with the procedures outlined in the City's M/WBE Ordinance .
Joint Venture
Page 3 of 3
AFFIDAVIT ,
The undersigned affirms that the foregoing statements are true and correct and include all material information
necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall
agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments
herein.
The City also reserves the right to request any additional information deemed necessary to determine-if the joint
venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds
for termination of the eligibility process .
The undersigned agree to permit audits, interviews with owners and examination of the books, records and files
of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this
provision shall result in the termination of any contract, which may be awarded under the provisions of this j oint
venture's eligibility and may initiate action under Federal, State and/or Loca1 laws/ordinances concerning false
_ statements_ or willful mis representation of facts. __________________ ----------------------------------------------------------------------------------------
Name ofM/WBE firm Name ofnon-M/WBE firm
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Title Title
Date Date
Notarization
State of ___________________ County of ______________ _
On this _____________ day of ________ , 20 __ , before me appeared
and ------------------------------------------
to me personally known and who, being duly sworn, did execute the foregoing affidavit an d di d state that they were
properl y authorized to execute this affi davit and di d so as their free act and dee d.
N otary Public ------------------------
Print Name
Notary Public ------------------------
Signature
Commission Expires------------------------(seal)
-
June 16, 2011
Conatser Construction TX, LP
'P. 0. Box 15448
Fort Worth, Texas 76119
(817) 534-1743
FAX: (817) 534-4556
Attention: Certified and Approved MBE and WBE Enterprise Companies
SIC 0000321201
We are soliciting bids from Certified and Approved M.B.E. and W.B.E. Enterprise companies who wish to
quote us sub-prices on the following project [s]:
WATER AND SANITARY SEWER REPLACEMENT
CONTRACT 2005 WSM-J
DOE#: 5306
Water#; P253-604170039883
Sewer#: P258-704170039883
PROJECTED BID DATE: July 7, 2011
SANITARY SEWER REPLACEMENT
M-253: PART 2
Precinct Line Rd. to NE Landfill
DOE#: 4027
Sewer #: P254-70113999010
PROJECTED BID DATE: July 7, 2011
WATER AND SANITARY SEWER REPLACEMENT
CONTRACT 2004 STM-C
DOE#: 4430
Water#; P253-605170137383
Sewer#: P258-705170137383
PROJECTED BID DATE: July 7, 2011
2007 CRITICAL CAPITAL PROJECT FOR:
RECONSTRUCTION OF PREMATURE FAILED STREETS:
Big Thicket Dr. (From 135 Ft. east of Muir Dr. to Rainy Lake Dr.)
Chisos Rim Tri. (From 130 Ft. east of Big Thicket Dr. to Arcadia Park Dr.)
Rainy Lake Dr. <From N. Tarrant Pkwy. to Arcadia Park Dr.)
PARTIAL REPLACEMENT OF PREMATURE FAILED STREET:
Arcadia Park Dr. (From 8840 Arcadia Park Dr. to 8849 Arcadia Park Dr.)
DOE#: 6685
TPW PROJECT #; C295-541200-202240175583
U'/-O't -1 1 h).5 ::;i 4 l rJ
Conatser Construction TX, LP
June 16, 2011
Pagel
Specifications and Contract Documents for this project [s] may be obtained at the Office of Transportation
and Public W orlcs Department, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,
Texas or can be viewed at Conatser Construction TX., L. P. 5327 Wichita Street, Fort Worth, Texas.
All Subcontractors must have a Certificate of Insurance on file with us prior to bid submittal and must
be capable of having a Performance, Payment and Maintenance Bond.
All Subcontractors will be required to comply with Provision 5159-A of "Vernon's Annotated Civil
Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance
No. 7278 , as amended by City Ordinance No. 7400 ( Fort Worth City Code Sections 13-A-21 through
13-A-29), prohibiting discrimination in employment practices.
All bids must be quoted "One Work Day Prior to Bid Opening", no later than 5:00 PM; otherwise bids
will be considered non-responsive.
We appreciate your interest in this project and look forward to working with you in the future. If you
have any questions or comments regarding the above, please call (817) 534-1743 or fax (817) 534-4556 .
Bertha Gianulis
Controller
Conatser Construction TX. LP
'P. 0. Box 15448
Fort Worth, Texas 76119
(817) 534-1743
FAX: (817) 534-4556
June 16 , 2011
Attention: Certified and Approved MBE and WBE Enterprise Companies
SIC 0000179102
We are soliciting bids from Certified and Approved M.B.E. and W .B.E. Enterprise companies who wish to
quote us sub-prices on the following project [s]:
WATER AND SANITARY SEWER REPLACEMENT
CONTRACT 2005 WSM-J
DOE#: 5306
Water#; P253-604170039883
Sewer #: P258-704170039883
PROJECTED BID DATE: July 7. 2011
SANITARY SEWER REPLACEMENT
M-253: PART 2
Precinct Line Rd. to NE Landfill
DOE#: 4027
Sewer#: P254-70113999010
PROJECTED BID DATE: July 7, 2011
WATER AND SANITARY SEWER REPLACEMENT
CONTRACT 2004 STM-C
DOE#: 4430
Water#; P253-605170137383
Sewer #: P258-705170137383
PROJECTED BID DATE: July 7, 2011
2007 CRITICAL CAPITAL PROJECT FOR:
RECONSTRUCTION OF PREMATURE FAILED STREETS:
Big Thicket Dr. {From 135 Ft. east of Muir Dr. to Rainy Lake Dr.)
Cbisos Rim Tri. (From 130 Ft. east of Big Thicket Dr. to Arcadia Park Dr.)
Rainy Lake Dr. {From N. Tarrant Pkwy. to Arcadia Park Dr.)
PARTIAL REPLACEMENT OF PREMATURE FAILED STREET:
Arcadia Park Dr. (From 8840 Arcadia Park Dr. to 8849 Arcadia Park Dr.)
DOE#: 6685
TPW PROJECT#; C295-541200-202240175583
Conatser Construction TX, LP
June 16, 2011
Page2
Specifications and Contract Documents for this project [s] may be obtained at the Office of Transportation
and Public Worlcs Department, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,
Texas or can be viewed at Conatser Construction TX., L. P. 5327 Wichita Street, Fort Worth, Texas .
All Subcontractors must have a Certificate of Insurance on file with us prior to bid submittal and must
be capable of having a Performance, Payment and Maintenance Bond.
All Subcontractors will be required to comply with Provision 5159-A of "Vernon's Annotated Civil
Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance
No. 7278 , as amended by City Ordinance No. 7400 ( Fort Worth City Code Sections 13-A-21 through
13-A-29), prohibiting discrimination in employment practices.
All bids must be quoted "One Work Day Prior to Bid Opening", no later than 5 :00 PM; otherwise bids
will be considered non-responsive.
We appreciate your interest in this project and look forward to working with you in the future . If you
have any questions or comments regarding the above, please call (817) 534-1743 or fax (817) 534-4556.
Bertha Gianulis
Controller
Conatser Construction TX, LP
'P. 0. Box 15448
Fort Worth, Texas 76119
(817) 534-1743
FAX: (817) 534-4556
June 16, 2011
Attention: Certified and Approved MBE and WBE Enterprise Companies
SIC 0000162306
We are soliciting bids from Certified and Approved M.B .E. and W .B.E. Enterprise companies who wish to
quote us sub-prices on the following project [s]:
WATER AND SANITARY SEWER REPLACEMENT
CONTRACT 2005 WSM-J
DOE#: 5306
Water#; P253-604170039883
Sewer#: P258-704170039883
PROJECTED BID DATE: July 7, 2011
SANITARY SEWER REPLACEMENT
M-253: PART 2
Precinct Line Rd. to NE Landfill
DOE#: 4027
Sewer #: P254-70113999010
PROJECTED BID DATE: July 7, 2011
WATER AND SANITARY SEWER REPLACEMENT
CONTRACT 2004 STM-C
DOE#: 4430
Water#; P253-605170137383
Sewer#: P258-705170137383
PROJECTED BID DATE: July 7, 2011
2007 CRITICAL CAPITAL PROJECT FOR:
RECONSTRUCTION OF PREMATURE FAILED STREETS:
Big Thicket Dr. (From 135 Ft. east of Muir Dr. to Rainy Lake Dr.)
Chisos Rim Tri. (From 130 Ft. east of Big Thicket Dr. to Arcadia Park Dr.)
Rainy Lake Dr. (From N. Tarrant Pkwy. to Arcadia Park Dr.)
PARTIAL REPLACEMENT OF PREMATURE FAILED STREET:
Arcadia Park Dr. (From 8840 Arcadia Park Dr. to 8849 Arcadia Park Dr.)
DOE#: 6685
TPW PROJECT #; C295-541200-202240175583
Conatser Construction TX, LP
June 16, 2011
Page2
Specifications and Contract Documents for this project [ s] may be obtained at the Office of Transportation
and Public Works Department, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,
Texas or can be viewed at Conatser Construction TX., L..P. 5327 Wichita Street, Fort Worth, Texas.
All Subcontractors must have a Certificate of Insurance on file with us prior to bid submittal and must
be capable of having a Performance, Payment and Maintenance Bond.
All Subcontractors will be required to comply with Provision 5159-A of "Vernon's Annotated Civil
Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance
No. 7278, as amended by City Ordinance No. 7400 ( Fort Worth City Code Sections 13-A-21 through
13-A-29), prohibiting discrimination in employment practices. ·
All bids must be quoted "One Work Day Prior to Bid Opening", no later than 5 :00 PM; otherwise bids
will be considered non-responsive.
We appreciate your interest in this project and look forward to working with you in the future. If you
have any questions or comments regarding the above, please call (817) 534-1743 or fax (817) 534-4556.
Bertha Gianulis
Controller
DBE
DBEID# FIRM ADDRESS CITY STATE ZIP PHONE FAX LETTER
June 16 2011
00162306 Anglin Environmental, Inc . dba AEI 1107 Arwine Court, Suite #100 Euless TX 76040 (817) 268-1381 (817) 268-1921 y
00162306 B20 Environmental, Inc. 3103 Clear Lake Court Arlington TX 76017 (817) 467-7006 (817) 465-6149 y
00162306 DFW Intrastructure, Inc . 4913 Briar Patch Lane Burleson TX 76028 18887399070 (817) 332-7244 y
00162306 Magnum Manhole & Underground Co. 3828 Cavalier Drive Garland TX 75042 (214) 687-2293 (972) 276-5318 y
00162306 NTP Plumbing & Utilities Contractor POBOX2110 Fort Worth TX 76104 (817) 909-1475 18774782909 y
00179102 Ram Tool & Supply Company, Inc. 1432 MacArthur Blvd. Carrollton TX 75007 (817) 759-1993 (817)759-2799 y
00321201 All-Tex Pipe & Supply, Inc . 5205 Elliott Reeder Road Haltom City TX 76117 (817) 831-3821 (817) 831-2173 y
00321201 Ceco Sales Corporation 708 N . Main Street Fort Worth TX 76154-0 (817) 429-1866 (817) 332-5103 y
..,.,..,
00321201 LKT & Associates POBOX668 Melissa TX 75454 (214) 544-0440 (214) 544-3684 y
00321201 Romar Supply, Inc . 2468 Fabens Road Dallas TX 75229 (214) 357-2020 (214) 357-1398 y
00321201 Winston Water Cooler, LTD . 5014 Mark IV Parkway Fort Worth TX 76106 (817) 624-9090 (817) 624-1747 y
16-Jun-11
Send Log
AttachType PricName Date Pa ... C .S .Phone Numbe ...
omplete Fax Send All-Tex Pipe & Supply, Inc. T hu 6/16/2011 9 :34 AM 3 8178312173
Fax Send Angli n Environmental , Inc. dba Thu 6/16/2011 9 :37 AM 3 8172681921
Fax Send B20 Environmental , Inc. Thu 6/16/2011 9 :40 AM 3 8174656149
Fax Send Ceco Sales Corporation Thu 6/16/2011 9 :42 AM 3 8173325103
Fa x Send Conatser Construction , Inc. te Thu 6/16/2011 9 :44 AM 3 8175344556
Fax Send DFW lntrastructure , Inc. Thu 6/16/2011 9 :46 AM 3 8173327244
Fax Send LKT & Associates Thu 6/16/2011 9 :48 AM 3 2 145443684
Fax Send Magnum Manhole & Undergrou ... Thu 6/16/2011 9:50 AM 3 9722765318
Fax Send NTP Plumbing & Utilities Contr Thu 6/16/2011 9 :52 AM 3 18774782909
Fax Send Ram Tool & Supply Company, Inc Thu 6/16/2011 9 :54 AM 3 8 177592799
Fax Send Romar Supply, Inc. Thu 6/16/2011 9 :56 AM 3 2143571398
Fax Send Winston Water Cooler, LTD . Thu 6/16/2011 9 :59 AM 3 8176241747
Page 1
From : Bertha Gianulis To : Inc. te Conatser Construction
Conatser Construction, TX., LP
Tel: 817-534-1743
Fax: 817-534-4556
To: Inc . te Conatser Construction
Company:
Fax Number : 8175344556
ubject:
ages including cover page: 3
MESSAGE
Date : 6/16/2011 Time : 9 :44:28 AM Page 1 of 3
FAX COVER
From : Bertha Gianulis
Company : Conatser Construction
Fax Number : (817) 534-4556
Time : 9:34:46 AM Date : 6/16/2011
We are soliciting bids from Certified and Approved MBE and WBE
enterprise companies for projects within the City of Fort Worth, Texas.
fhe following letter outlines the details.
fhank You for your interest.
From: Bertha Gia nu lis To : Inc . l e Con atser Co nstructio n Date : 6/16/201 1 Ti me : 9 :44 :28 AM
CONATSER CONSTRUCTION TX., L.P.
June 16, 2011
P . 0 . Box 15448
Fort Worth, Texa s 76119
(817) 534 -1743
(817) 534-4556
Attention: Certified and Approved MBE and WBE Enterprise Compa n ies
We are soliciting bids from Certified end Approved M.B .E. end W.B .E . Enterprise companies who wish to
quote us sub-prices on the follo wing project [s):
WATER AND SANITARY SEWER REPLACE:MENT
CONTRACT 2005 WSM-J
DOE#: 5306
Water#; P2S3-604170039883
Sewer#: P258-704170039883
PROJECTED BID DATE: July 71 2011
SANITARY SEWER REPLACEMENT
M-253: PART 2
Precinct Line Rd. to NE Landfill
DOE#: 4027
Sewer#: P254-70113999010
PROJECTED BID DATE: July 7, 2011
WATER AND SANITARY SEWER REPLACE:MENT
CONTRACT 2004 SThf-C
DOE#: 4430
Water#; P253-605170137383
Sewer#: P258-705170137383
PROJECTED BID DATE: July 7, 2011
2007 CRITICAL CAPITAL PROJECT FOR:
RECONSffiUCTION OF PREMATURE FAILED STREETS:
Big Thicket Dr. (From 135 Ft east of Muir Dr. to Rainy Lake Dr.)
Chisos Rim Tri. (From 130 Ft. east of Big Thicket Dr. to Arcadia Park Dr.)
Rainy Lake Dr. <From N. Tarrant Pkwy. to Arcadia Park Dr.)
PARTIAL REPLACEMENT OF PREMATURE FAILED STREET:
Arcadia Park Dr. (From 8840 Arcadia Park Dr. to 8849 Arcadia Park D r .)
DOE#: 6685
TP,V PROJECT#; C295-541200-202240175583
PROJECTED BID DATE: July 71 2011
Pa ge 2 of 3
From : Bertha Gianulis To: Inc . le Conatser Construction
Conatser Construction TX, LP
June 16, 2011
Pagel
Dale : 6/16/2011 Time : 9:44 :28 AM
Specifications and Contract Documents for this project [s] may be obtained at the Office of Transportation
and Public Works Department, Municipal Office Building, I 000 Throckmorton Street, Fort Worth, Texas
or can be viewed at Conatser Construction TX, L.P . 5327 Wichita Street, Fort Worth, Texas .
All Subcontractors must have a Certificate of Insurance on file l\ith us prior to bid submittal and must
be capable of having a Performance, Payment and Maintenance Bond .
All Subcontractors will be required to comply with Provision 5159-A of "Vernon's Annotated Civil
Statutes" of th_e State of Texas with respect to the payment of prevailing wage rates and City Ordinance No .
7278, as amended by City Ordinance No . 7400 (Fort Worth City Code Sections 13-A-21 through l 3-A-29),
prohibiting discrimination in employment practices .
All bids must be quoted "One Work Day Prior to Bid Opening", no later than 5 :00 PM.; otherwise bids
will be considered non-responsive.
We appreciate your interest in this project and look forward to working with you in the future . If you have
any questions or comments regarding the above, please call me at (817) 534-1743 . Our Fax Number is
(817) 534-4556 .
Bertha Gianulis
Controller
Page 3 of 3
PROPOSAL
TO: CITY OF FORT WORTH
PURCHASING DIVISION
1000 THROCKMORTON ST
FORT WORTH, TEXAS 76102
FOR: 2007 CRITICAL CAPITAL PROJECT
A. RECONSTRUCTION OF PREMATURE FAILED STREETS:
BIG TillCKET DR. (From 135 Ft. east of Muir Dr. to Rainy Lake Dr.)
cmsos RIM TRL. (From 130 Ft. east of Big Thicket Dr. to Arcadia Park Dr.)
RAINY LAKE DR. (From N. Tarrant Pkwy. to Arcadia Park Dr.)
B. PARTIAL REPLACEMENT OF PREMATURE FAILED STREET:
ARCADIA PARK DR. (From 8840 Arcadia Park Dr. to 8849 Arcadia Park Dr.)
CITY PROJECT NO. 01755
DOE NO. 6685
TPW PROJECT NO. C295-541200-202240175583
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 upon 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:
P-1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 2EA. Project Designation Sign@
Two Hundred Dollars
& No Cents Per Ea. $ 200.00 $ 400.00
S.P. 2 LUMPSUM Utility Adjustment @
Twelve Thousand Dollars
& No Cents Per LS. $ 12,000 .00 $ 12,000.00
S.P. 3 7,300 S.Y. Remove Existing 5-inch to 6-inch
104 Reinforced Concrete Pavement @
(c,(..( ,( Dollars
&NO Cents Per S.Y. $ q.oo $ d).C/ ;)co. 0 {)
I
S.P. 4 7,300 S .Y. Geogrid (Tensar TriAx TX140-475)
Orv'L Dollars
& -,Wt'rt:i'i Fi IIL Cents Per S.Y. $ /..;i 5 $ 9, IJ.5.oo
S.P . 5 1,650 C.Y. 8-inch Flex Base -For Geogrid
208 (TXDOT, TYPE A, Grade 2)
So Je 11-t ee ,J Dollars
& r.JO Cents Per C.Y. $ /). DO $ dg Q50. bO
I
S.P . 6 7,300 S.Y. 6-inch Reinforced Concrete
314 Pavemen~
360 mi<!!:f-~r Dollars $ ,3LJJ 5 $ o75Q Od5, OfJ
&-r'wtot 1 r.v~ Cents Per S.Y.
S.P . 7 2,350 L.F. 7-inch Integral Concrete Curb @
502 ~o Dollars cJ. {;0 i 700 ()~ & ,JO Cents Per L.F. $ $
S.P. 8 565 S.Y. Remove and Replace Failed Reinforced
104 Concrete Panels (7 -inch) @
314 F,~~ [~hf Dollins 6'6-t,o 360 $ $ 3 3, J CA. "0
& ~1 : Cents per S.Y.
P-2
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT . TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P . 9 250 S .Y. Remove and Replace Failed Reinforced
104 Concrete Panels (6-inch) @
314 \:; ff tEi§n+ Dollars 5gD0 360 $ $ t:L f:p).oo & N Cents per S.Y.
i
S.P . 10 370 L.F. Remove and Replace 7-inch
104 Concrete Curb @
502 =rb (e..€.-Dollars 3. oo I J/0.oo & ND Cents per L.F. $ $ I
S.P. 11 4EA. Remove and Replace 10-ft
104 Storm Drain Inlet Top@
450 DNL ~oy $a t::1 d Dollars
&NO Cents per EA. $ J ODD oo $ 'i {X)o l> o
I .
S .P. 12 2 EA. Remove and Replace Double 10-ft
104 Storm Drain Inlet Top@
450 11.ot.)~ t. +/1.u~dr-.tc:.\. Dollars
&NO Cents per EA. $ /,~.DO $ ~ 4{)().~ D
S.P . 13 14,650 S.F. Remove and Replace 6-inch
104 Concrete Driveway @
504 bv'L Dollars
& r.JD Cents per S.F. $ 6 .oo $ ']_3 ~50. 0 l)
I
S .P. 14 750 S.F. Remove and Replace 4-inch
104 Concrete Sidewalk @
504 +our Dollars Lf. 0 '() 3 0C0 OD & NO Cents per S.F. $ $
S .P. 15 1,400 S .F. Remove and Replace 4-inch Concrete
104 ADA Wheelchair Ramp with Dome-
504
~sf lu JeL \M_ Dollars $ Jc). DO $ Lia, g{)(). OD
& tJ_V Cents per S.F.
P-3
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P . 16 10 ,500 L.F. Silicon Joint Sealant for Concrete
314 Pavement @
Qt,J_e_ Dollars
& J\)l') Cents Per L.F. $ j. DO $ /0,5«.J .OO
S.P. 17 25 C.Y. Flex Base (For Panel Replacement) @
208 5; i:Jee.,J Dollars
& NO Cents Per C.Y.. $ It,. DD $ )/[l).DD
S.P. 18 1,700 C.Y Unclassified Street Excavation @
106 /WV Dollars
$ c:d ,bD $ ~ 1W · 0 0
&NO Cents Per C.Y.
S.P . 19 10 C .Y. Concrete for Replaced Panels
312 Sub Base as Needed @ ·
360 ,s;~.-,.~ riv-t... Dollars
& NG Cents Per C.Y. $ /n5.D0 $ to6o.06
S.P. 20 500 L.F . 6-Inch Perforated Sub Drain Pipe @
500
E · ~-& Dollars
& m='-1 Cents Per L.F. $ 3.50 $ 'j .;;50.60
J
S.P 21 675 C.Y. ~ ~ench Repair@
114 Dollars
& NO Cents Per C.Y. $ d).60 $ /
1
,35D,DlJ
S.P . 22 675 C .Y. Borrow-Unclassified Fill for Trench
Repair @
$ 500 $ 3 3'75. OD 8 vJL-Dollars
& NV Cents Per C.Y.
S.P 23 80 C.Y. i,soil@
116 I \).Q__ Dollars
660 Lf-Ci). OD & NO Cents Per C.Y. $ $
P-4
SPEC PAY APPROX . DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 24 lOEA. Manhole -Adjustment @
450 Three Hundred, Fifty Dollars
3,500 .00 $ 350.00 $
& No Cents Per Ea.
S.P . 25 7 EA. Water Valve Adjustment @
450 Two Hundred, Fifty Dollars
$ 250 .00 $
& No Cents Per Ea. 1,750.00
S.P. 26 60 EA. Water Meter Adjustment@
450 Thirty Five Dollars
$ 35 .00 $ 2,100 .00
& No Cents Per Ea.
S.P. 27 525 S.Y. Grass Sod Replacement @
--rh (-€ -e_ Dollars
$ 3 _bD /, 575.t5D $
& "l 0 Cents Per S.Y . •
S.P . 28 115 EA. Painting Curb House Addresses @
Toe ntj E:i V L Dollars $ a.:5. 00 $ d ~75.oD
& ,N O Cents Per Ea. '
S.P. 29 4EA. Remove/Replace 30-Ft HMAC Speed
Cushion w/stripping @
hv~ :Hu1'ldt-td Dollars $ 500. 6b $ cJ. t;l)oDO
& NO Cents Per Ea.
S.P. 30 1 EA. Remove/Replace 40-Ft HMAC Speed
Cushion w/stripping @
--fwo blu Nd "fd Dollars $ d:/ooD1) $ o)Q'Q.• oo
& l\l 0 Cents Per Ea.
I
T OTAL BID
P-5
This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20 .04 (F) of the
Texas Limited Sales, Excise and Use Tax Act.
Taxes. All equipment and materials not consumed by or incorporated into the project construction are subject to State sales
taxes under House Bill 11, enacted August 15, 1991.
The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code
Sections 13-A-21 through 13-A-29), prohibiting discrimination in, employment practices.
The undersigned agrees to complete all work covered by these contract documents within One Hundred Twenty Six (126)
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 Fourteen (14) 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.
5 Q::' o-f -r:;;O-f"'" I --v ,· -1
The attached check in the sum of __ ..., _ _,._~/fd._~---I L __ v~'---D~CJ~--c------
--------------~.Dollars ($ 5'-. of 1()-fc.i I B, cl ) 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 fourteen {14) calendar days of the notice given by the Construction Engineer for any
of the locations. If the contractor fails to begin the work within Fourteen (14) calendar days, a $200 dollars liquidated
damage will be assessed per Block per day.
I (we), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements
of which have been taken into consideration in preparation of the foregoing bid:
Addendum No. 1 (Initials)~
Addendum No. 2 (Initials) __
Addendum No. 3 (Initials) __
(Seal)
Date: Q'J (0'1/d).o I/
Respectfully submitted,
Printed Nam~ f Principal
Address: f.O. €pi< \'54L.48.to{-LC4?('bi JX71t,J19
E-mail Address:(Y('4 ~[.(.Om
Telephone: {$1 J 6 34:-l 7 4 °?
P-6
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:
Signature: -----------
Title: _1>-'--,Lf'Q: ......... S.._~ c!--=-ce=-V)L......L-+.___ ___ _
City State {Please print)
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 cert ifies that
it provides workers' compensation insurance coverage for all of its employees employed
on City of Fort Worth Projecldc-=oCri':t ica.-f @pi~ I -:Pcfaj ect and
City of Fort Worth Project No . 01755.
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
CONTRACTOR
Co on. :t sec Co r:t s:ffu. d iM lX, t..:P
By: _________ _
Name: ,Je<C~ roCQ.-tser
Title: ~('?$ ideV'\ +
Date: O'l {O '7 / ;}Q 11 I I
Before me, the undersigned authority, on this day personally appeared
, ~e ('(~ ~£ :c:, known to me to be the person whose name is subscribed to the
foregoi g instrument, and acknowledged to me that he executed the same as the act
and deed of Coa,dser eo nstn...<. Lt1·0-0 TX, LP for the purposes and
consideration therein expressed and in the capacity therein stated .
Given Under My Hand and Seal of Office this
9 - 1
Notary Public in and for the State of
Texa
~~'!l,'''~" .. ~ .. ,,!:!!!~~~!:!!!~~~=i
~t~~~.'~!'.~~ VICKI L. OLSON t'":° r."'\ Notary Public , State of Texas \i,, ·t/ My Commission Expires -...;r,;.1,\,! Nove mber 12, 201 3
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RA TES 2008
Air Tool Operator
Asph alt Distribu tor Operator
Asphalt Pav ing Machine Operator
Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Broom or Sweeper Operator
Bulldozer Operator
Carpenter
Concrete Finisher, Paving
Concrete Finisher, Structures
Concrete Paving Curbing Machine Operator
Concrete Paving Finishing Machine Operator
Concrete Paving Joint Sealer Operator
Concrete paving Saw Operator
Concrete Paving Spreader Operator
Concrete Rubber
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator
Electrician
Flagger
Form Builder/Setter, Structures
Form Setter, Paving & Curb
Foundation Drill Operator, Crawler Mounted
Foundation Drill Operator, Truck Mounted
Front End Loader Operator
Laborer, Common
Laborer, Utility
Mechanic
Milling Machine Operator, F ine Grade
Mixer Operator
Motor Grader Operator, Fine Grade
Motor Grader Operator, Rough
Oiler
Painter, Structures
Pavement Marking Machine Operator
Pipe I aver
Reinforcing Steel Setter, Paving
Reinforcing Steel Setter, Structure
Roller Operator, Pneumatic, Self-Propelled
Roller Operator, Steel Wheel, Flat Wheel/Tamping
Roller Operator, Steel Wheel, Plant Mix Pavement
Scraper Operator
Servicer
Slip Form Machine Operator
Spreader Box Operator
Tractor Operator, Crawler Type
Tractor Operator Pneumatic
Traveling Mixer Operator
Truck Driver Lowboy -Float
Truck Driver Single Axle , HeavY
Truck Driver, Single Axle Light
Trur;:k Driver, Tandem Axle, Semi-Trailer
Truck Driver, Transit-Mix
Wagon Drill, Boring Machine, Post Hole DriJier Operator
Welder
Work Zone Barricade Servicer
$10.06
$13 .99
$12 .78
$11.01
$ 8.80
$14 .15
$ 9 .88
$13.22
$12 .80
$12.85
$13.27
$12 .00
$13 .63
$12 .50
$13.56
$14 .50
$10.61
$14.12
$18.12
$ 8.43
$11 .63
$11.83
$13 .67
$16.30
$12.62
$ 9.18
$10.65
$16.97
$11.83
$11.58
$15 .20
$14 .50
$14.98
$13 .17
$10 .04
$11.04
$14 .86
$16.29
$11.07
$10.92
$11.28
$11.42
$12.32
$12.33
$10.92
$12 .60
$12.91
$12.03
$14 .93
$11.47
$10.91
$11.75
$12 .08
$14 .00
$13.57
$10 .09
SPECIAL PROVISIONS
FOR: 2007 CRITICAL CAPITAL PROJECT
A. RECONSTRUCTION OF PREMATURE FAILED STREETS:
BIG TIDCKET DR. (From 135 Ft. east of Muir Dr. to Rainy Lake Dr.)
CIDSOS RIM TRL. (From 130 Ft. east of Big Thicket Dr. to Arcadia Park Dr.)
RAINY LAKE DR. (From N. Tarrant Pkwy. to Arcadia Park Dr.)
B. PARTIAL REPLACEMENT OF PREMATURE FAILED STREET:
ARCADIA PARK DR. (From 8840 Arcadia Park Dr. to 8849 Arcadia Park Dr.)
CITY PROJECT NO. 01755
DOE NO. 6685
TPW PROJECT NO. C295-541200-202240175583
1. SCOPE OF WORK:
The work covered by these specifications, includes the removal of existing concrete pavement , and the
reconstruction of six (6) inch reinforced concrete pavement over geo-grid (Tensar Trike TX140-475)
over eight (8) inches of well graded flex-base (TxDOT , Type A, Grade 2) for the above streets as
shown in the plans, and as directed by the Construction Engineer.
The work also consists of removal and replacement of failed concrete panels and failed joint material
and replacing with new joint material and new silicone joint sealant as directed by the Construction
Engineer; also consists of all other miscellaneous items of construction to be performed as outlined in the
details and specifications which are necessary to satisfactorily complete the work.
The Contractor shall mobilize within fourteen (14) calendar days of the notice given by the
Construction Engineer for any locations . If the contractor fails to begin the work within fourteen (14)
calendar days , a $200 dollars liquidated damage will be assessed per block per day.
It shall be the responsibility of the prospective bidder to visit the project site 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.
SP-1
At the sole discretion of the City, the City reserves the right to add, delete or substitute streets in this
contract. The City alsp 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 upon and
awarding the contract.
1. AW ARD OF CONTRACT:
Contract will be awarded to the lowest responsible bidder.
2. SUBMITTALS FOR CONTRACT AWARD:
The City reserves the right to require contractor who is the apparent low bidder(s) for a project to
submit such information as the City, in sole discretion may require, including but not limited to
manpower and equipment records, information about key personnel to be assigned to the project, and
construction schedule, to assist the City in evaluating and assessing the ability of the apparent low
bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the
stipulated time frame . Based upon the City's assessment of the submitted information, a
recommendation regarding the award of a contract will be made to the City Council. Failure to submit
the information if requested may be grounds for rejecting the apparent low bidder as non-responsive.
Affected contractors will be notified in writing of a recommendation to the City Council.
3. CONTRACT TIME:
The Contractor agrees . to complete the Contract within the allotted number of days. If the Contractor
fails to complete the work within the number of days specified, liquidated damages shall be charged, as
outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification for
Street and Storm Drain Construction of the City of Fort Worth, Texas.
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 fourteen (14) calendar days after
receiving it. If the Contractor fails to complete the work within fourteen (14) calendar 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.
4. EARLY WARNING SYSTEM FOR CONSTRUCTION:
SP-2
Time is of the essence in the completion of this contract. In order to insure that the contractor is
responsive when notified of unsatisfactory performance and/or of failure to maintain the contract
schedule, the following process shall be applicable:
The work progress on all construction projects will be closely monitored. On a bi-monthly basis the
percentage of work completed will be compared to the percentage of time charged to the contract. If
the amount of work performed by the contractor is less than the percentage of time allowed by 20% or
more ( example: 10% of the work completed in 30% of the stated contract time as may be amended by
change order), the following proactive measures will be taken:
A. A letter will be mailed to the contractor by certified mail; return receipt requested
demanding that, within 10 days from the date that the letter is received, it provide
sufficient equipment, materials and labor to ensure completion of the work within the
contract time. In the event the contractor receives such a letter, the contractor shall
provide to the City an updated schedule showing how the project will be completed
within the contract time.
B. The Construction Engineer and the Director of the Transportation and Public Works
Department will be made aware of the situation. If necessary, the City Manager's
· Office and the appropriate city council members may also be informed.
C. Any notice that may, in the City's sole discretion, is required to be provided to
interested individuals will distributed by the Construction Engineer.
D. Upon receipt of the contractor's response, the appropriate City departments and
directors will be notified. The Construction Engineer will, if necessary, then forward
updated notices to the interested individuals.
E. If the contractor fails to provide an acceptable schedule or fails to perform
satisfactorily a second time prior to the completion of the contract, the bonding
company will be notified appropriately.
5. 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.
6. CONSTRUCTION SPECIFICATIONS:
This contract and project are governed by the two following published specifications, except as modified
by these Special Provisions:
City of Fort Worth -STANDARD SPECIFICATIONS FOR STREET AND STORM DRAJN
CONSTRUCTION; City of Fort Worth/ Transportation & Public Works Department -PAVEMENT
DESIGN STANDARD MANUAL; and STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION-NORTH CENTRAL TEXAS. General Provisions shall be those of the Fort Worth
document rather than Division 1 of the North Central Texas document.
SP-3
A copy of these specifications may be purchased at the Office of the Transportation and Public Works
Department, 1000 Throckmorton Street, 2nd floor of the Municipal Building, Fort Worth , Texas 76102.
The specifications applicable to each pay item are indicated in the call-out for the pay item in the
Proposal. If not shown, then applicable published specifications in any of these documents may be
followed at the discretion of the Contractor.
7. 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.
8. 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.
9. TRAFFIC CONTROL:
The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the
"Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing
traffic control during the construction of this project consistent with the provisions set forth in the "Latest
Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the
authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d
Vernon's Civil Statues, pertinent sections being Section Nos . 27, 29, 30 and 31.
A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer
@817-392-8712 at least 14 calendar days prior to the preconstruction conference. Although work will
not begin until the traffic control panel has been reviewed, the Contractor's time will begin m
accordance with the time frame established in the Notice to the Contractor.
The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign
which has been erected by the City. If it is determined that a sign must be removed to permit required
construction, the Contractor shall contact the Transportation and Public W arks Department, Signs and
Markings Division (phone number 817-392-7738), to remove the sign. In the case ofregulatory signs, the
Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above
referenced manual and such temporary sign must be installed prior to the removal of the permanent sign.
If the temporary sign is not installed correctly or if it does not meet the required specifications, the
permanent sign shall be left in place until the temporary sign requirements are met. When construction
work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again
contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary
sign in place until such re-installation is completed.
SP-4
The Contractor shall limit his work within one continuous lane of traffic at a time to minimize interruption
to the flow of traffic upon the approval of the City Engineer.
Work shall not be performed on certain locations /streets (primarily arterials) during "peak traffic periods
(7 AM. to 9 AM. and to 4 P.M. to 6 P.M.)"; or, as determined by the City Traffic Engineer and in
accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for
Construction and Maintenance Work Areas ." See "Street By Street Quantity Determination Spread
Sheet", in the back of this document, for designated locations.
The contractor will be responsible for coordination, of proposed construction activities, with public or
private school administration. The proposed construction activities shall accommodate school operating
schedules, including school bus/parent drop off and pick up periods. The contractor shall provide proper
traffic and pedestrian control to ensure safety at all times. Construction areas shall be properly
barricaded/fenced to prevent public entry.
10. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
Prior to beginning construction on any street in this contract, the contractor shall, prepare and deliver a
notice/flyer of the pending construction to the front door of each residence or business that will be
impacted by construction.
The notice/flyer shall be posted three (3) calendar days prior to beginning construction activity along
each street. The flyer shall be prepared on the Contractor's letterhead and shall include the following:
o Project name/Contract name
o Project number
o Expected dates of construction
o Contractors and project inspector's contact information
A sample notice/flyer is included in the contract documents. The Electronic version of the notice/flyer
can be obtained from the Office of the Transportation and Public Works Department (817) 392-2729
It will be the contractor's responsibility to create and distribute a follow-up notice/flyer informing
residents if for any reason work should stop on a project for more than five (5) calendar days after
construction begins. The flyer should also include the anticipated date of when the work will begin
again. It will be the contractor's responsibility to re-distribute a three (3) calendar day
notification/flyer prior to beginning the construction activity.
In addition, all copies of the notice/flyer shall be delivered to the City inspector for his review prior to
distribution. The contractor will not be allowed to begin construction on any street until the flyer is
delivered to all residents of the street.
All work involved with the notice/flyer shall be considered subsidiary to the contract price and no
additional compensation shall be made .
11. PAYMENT:
SP-5
Payment will be made to the contractor twice a month for work completed during the pay periods ending
on the 15th ,and the 30th day of each month. Checks (less 5% retainage) will be sent to the contractor
within the two (2) week window following each payment period.
Payment of the retainage will be made with the final payment upon acceptance of the project. See Special
Instructions to Bidders Item No. 14 for further requirements.
12. 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 11pplication 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.
13. DETOURS AND BARRICADES:
The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic
and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area.
Contractor shall protect construction, as required by Engineer, by providing barricades.
Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning
and/or Detour Signs", Item 524, and/or as shown on the plans.
Construction signing and barricades shall conform with the latest edition of the "Texas Manual on
Uniform Traffic Control Devices, Vol. No. l ".
14. DISPOSAL OF SPOIL/FILL MATERIAL:
Prior to the disposing of any spoiVfill material, the Contractor shall advise the Director of Transportation
and Public Works Department, acting as the City of Fort Worth's Flood Plain Administrator
("Administrator"), of the location of all sites where the contractor intends to dispose of such material.
Contractor shall not dispose of such material until the proposed sites have been determined by the
Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth
(Ordinance No. 10056) and a flood plain permit issued. All disposal sites must be approved by the
Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain
permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal
sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter
signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill
Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit,
including any necessary engineering studies, shall be at Contractor's expense. In the event that the
SP-6
Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the Administrator
approving the disposal site, upon notification by the Director of the Transportation and Public Works
Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in
accordance with the Ordinance of the City and this section.
No temporary storage of material, rubble, equipment or vehicles within parkway is allowed. Damage to
sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of City Engineer.
15. ZONING REQUIREMENTS:
During the construction of this project, the Contractor shall comply with present zoning requirements of
the City of Fort Worth in the use of vacant property for storage purposes.
16. PROPERTY ACCESS:
Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer.
17. 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 . 9
Traffic Control for details), including project clean up, and allow the contractor to complete the work
in the allotted time. Contractor will not move on to the job site nor will work begin until said schedule
has been received and approval secured from the Construction Engineer. However, contract time will
start even if the project schedule has not been turned in. Contract start date would be outlined in the
pre-construction work order notice. 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.
18. SAFETY RESTRICTIONS -WORK NEAR IDGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches, painted yellow with black letters that
are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks,
power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning
sign shall read as follows:
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH
VOLTAGE LINES."
(2) Equipment that may be operated within ten feet of high voltage lines shall have an insulating
cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the
lift hood connections.
(3) When necessary to work within six feet of high voltage electric lines, notification shall be given
the power company (TXU Electric Delivery) which will erect temporary mechanical barriers, de-
energize the line, or raise or lower the line. The work done by the power company shall not be at
SP-7
the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of
all such calls to TXU Electric Delivery and shall record action taken in each case.
( 4) The Contractor is required to make arrangements with the TXU Electric Delivery for the
temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense.
(5) No person shall work within six feet of a high voltage line without protection having been taken
as outlined in Paragraph (3).
19. RIGHT TO AUDIT:
Contractor agrees that City shall, until the expiration of three (3) years after final payment under this
contract is made by City, have access to and the right to examine and photocopy any directly pertinent
books, documents, papers and records of Contractor involving transactions relating to this contract.
Contractor agrees that City shall have access during normal working hours to all necessary Contractor
facilities and shall be provided adequate and appropriate workspace in order to conduct audits in
compliance with the provisions of this section. City shall give the Contractor reasonable advance notice
of intended audits.
Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the
subcontractor agrees that City shall, until the expiration of three (3) years after final payment under the
subcontract, have access to and the right to examine any directly pertinent books, documents, papers
and shall be provided adequate and appropriate work space, in order to conduct audits in compliance
with the provisions of this article together with Article VI. City shall give the subcontractor reasonable
advance notice of intended audits .
Contractor and subcontractor agree to photocopy such documents as may be requested by City. City
agrees to reimburse Contractor and/or subcontractor for the cost of copies at the rates as contained in
the Texas Administrative Code at the time payment is made.
20. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the
project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to
indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees,
from and against any and all claims or suits for property loss, property damage, personal injury,
including death, arising out of, or alleged to arise out of, the work and services to be performed
hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether
or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged
negligence of City, its officers, servants, or employees . Contractor likewise covenants and agrees to
indemnify and hold harmless the City from and against any and all injuries to City's officers, servants
and employees and any damage, loss or destruction to property of the City arising from the
performance of any of the terms and conditions of this Contract, whether or not any such injury or
damage is caused in whole or in part by the negligence or alleged negligence of City, its officers,
servants or employees.
SP-8
In the event City receives a written claim for damages against the Contractor or its subcontractors prior
to final payment, final payment shall not be made until Contractor either (a) submits to City
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b)
provides City with a letter from Contractor's liability insurance carrier that the claim has been referred
to the insurance carrier.
The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work performed
under a City Contract.
21. SUBSTITUTIONS:
The specifications for materials set out the minimum standard of quality that the City believes necessary
to procure a satisfactory project. No substitutions will be permitted until the Contractor has received
written permission of the Engineer to make a substitution for the material that has been specified.
Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or
piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade
name was used for the purpose of establishing a standard of quality acceptable to the City. If a product
of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or
"approved equal" is not used in the specifications, this does not necessarily exclude alternative items or
material or equipment which may accomplish the intended purpose. However, the Contractor shall have
the full responsibility of providing that the proposed substitution is, in fact, equal, and the Engineer, as
the representative of the City, shall be the sole judge of the acceptability of substitutions. The
provisions of the sub-section as related to "substitutions" shall be applicable to all sections of these
specifications.
22. WATER FOR CONSTRUCTION:
Water for construction will be furnished by the Contractor, at his own expense.
23. 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.
24. 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.
SP-9
25. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS:
The Contractor shall take adequate measures to protect all existing structures, improvements and
utilities, which may be encountered.
26. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC:
The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and
Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain
Construction".
27. CONSTRUCTION:
The City of Port Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its employees and all
contractors and their sub-contractors must comply with this program as a coQdition of the contract. All
active sewer manholes, regardless of depth, are defined, as "permit required confined spaces". Contractors
will be required to complete the "CONFINED SPACE ENTRY PERMIT" used by the Fort Worth Water
Department (Field Operations Division) for each entry and possess and use the equipment necessary to
comply with this program. The cost of complying with this program will be considered subsidiary to the
pay items involving work in confined spaces (e.g . vacuum testing , cleaning, televising, construction, etc.).
28. QUALITY CONTROL TESTING:
(a) The contractor shall furnish , at its own expense , certifications by a private laboratory for all
materials proposed to be used on the project, including a mix design for any asphalt and/or
Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used
along with the name of the pit from which the material was taken. The contractor shall provide
manufacturer's certifications for all manufactured items to be used in the project and will bear
any expense related thereto .
(b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days
prior to the placing of concrete using the same aggregate, cement and mortar which are to be used
later in the concrete. The contractor shall provide a certified copy of the test results to the City.
(c) Quality control testing of in situ material on this project will be performed by the City at its own
expense . Any retesting required as a result of failure of the material to meet project specifications
will be at the expense of the contractor and will be billed at commercial rates as determined by
the City. The failure of the City to make any tests of materials shall in no way relieve the
contractor of its responsibility to furnish materials and equipment conforming to the requirements
of the contract.
( d) Not less than 24 hours notice shall be provided to the City by the contractor for operations
requiring testing. The contractor shall provide access and trench safety system (if required) for
the site to be tested and any work effort involved is deemed to be included in the unit price for the
item being tested.
( e) The contractor shall provide a copy of the trip ticket for each load of fill material delivered to the
job site. The ticket shall specify the name of the pit supplying the fill material.
SP-10
NON-PAY ITEM No. 1-SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will be made for this item and it shall be considered incidental to
this contract.
NON-PAY ITEM NO. 2 -PROTECTION OF TREES, PLANTS, SOIL, ETC.:
All property along and adjacent to the Contractor's operations including lawns, yards , irrigation
systems, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition
equal or better than existed prior to start of work.
By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming,
removal or root pruning) can be done on trees or shrubs growing on public property including street
rights-of-way and designated alleys . This permit can be obtained by calling the Forestry Office at
(817) 871-573 8. All tree work shall be in compliance with pruning standards for Class II Pruning as
described by the National Arborist Association. A copy of these standards can be provided by calling
the above number. Any damage to public trees due to negligence by the Contractor shall be assessed
using the current formula for Shade Tree Evaluation as defined by the International Society of
Arboriculture . Payment for negligent damage to public trees shall be made to the City of Fort Worth
and may be withheld from funds due to the Contractor by the City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be
immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is
recommended.
NON-PAY ITEM NO. 3 -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
by25%.
SP-11
The Contractor shall make a final cleanup of each street as soon as the paving and curb and gutter has
been constructed. No more than Seven (7) calendar days shall elapse after completion of construction
before the roadway and right-of-way is cleaned and restored .
Failure to do so will be cause to stop the contractor from starting work on other streets. Project time
will not be suspended and a $200 charge per day will be made as liquidation damages.
The Contractor shall make a final cleanup of all parts streets before acceptance of the project is made.
This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other
construction materials, and in general preparing the site of the work in an orderly manner and
appearance .
NON-PAY ITEM NO. 4-STORM DRAIN INLET PROTECTION:
All storm drain inlets shall be protected during the construction, and 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. 5 -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 fourteen (14) calendar days. If the
Contractor is not in agreement, then the Contractor is required to, within seven (7) calendar days,
arrange a field trip with the assigned inspector to show proof of the difference.
SP-12
NON-PAY ITEM NO. 6-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 utilities of this completion
and indicate the start of the next one . The following are utility contact persons:
Company
SBC--Telephone
TXU Electric Delivery:
Downtown
Other than Downtown
ATMOS Energy (Gas)
CFW -Street Light
CFW -Light Signal
CFW -Pavement Marking
CFW -Storm Drain
CFW-Water
CFW-Sewer
Telephone Number
817-338-6202
214-384-3732 Cell
817-215-6424
817-215-6688 Cell
911
817-215-4366
817-215-4366 (for info only)
469-261-2314 Cell (for info only)
817-392-7738
817-392-2538
817-392-2535
817-392-8101
817-:392-7343
817-212-2699
817-925-2360 Cell
817-212-2699
817-944-8399 Cell
SP-13
Contact Person
Mr. Gary Tillory
Mr. Scott King
Mr. Robert Martinez
Emergency
Dispatch
Mr. John Crane
Mr. James Turner
Mr. Frank Brock
Mr. Monte Wilson
Mr. Marion Goodspeed
Mr. Johnny Jasper
Mr. Roger Hauser
Mr. Rick Davis
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 ea ch
project under construction. Maintenance will include painting and repairs as directed by the
Engineer.
It will be the responsibility of the Contractor to have the individual project signs lettered and painted
in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs
shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance
with the enclosed detail. The sign shall be constructed of % inch fir plywood, grade A-C (exterior) or
better. These signs shall be installed on barricades or as directed by the Engineer and in place at the
project site upon commencement of construction.
The work, which includes the painting of the signs, installing and removing the signs , furnishing the
materials , supports and connections to the support and maintenance shall be to the satisfaction of the
Engineer.
The unit price bid per each will be full payment for materials including all labor, equipment, tools and
incidentals necessary to complete the work.
PAY ITEM NO: 2-Utility Adjustment:
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 Existing 5-inch to 6-inch Reinforced Concrete Pavement:
This item shall include the removal of existing 5-inch to 6-inch reinforced concrete pavement and
curb with same day haul-off of the removed material to a suitable dumpsite that approved by the
Engineer.
For specifications governing this item, see City Standard Specifications Item No . 104 "Removing Old
Concrete".
SP-14
The unit price bid per square yard will be full compensation for all labor, materials , equipment, tools,
and incidentals necessary to compl ete the work.
PAY ITEM NO: 4 ~ Geogrid, Tensar TriAX TX140-475:
Geogrid for Base/Embankment Reinforcement
1. Description. Furnish and place geogrid in accordance with the lines and grades shown on the plans or
as directed. Two grades of geogrid , Types I and II , are specified for different design conditions .
2. Materials. Geogrid is a synthetic planar structure formed by a regular network of integrally connected
polymeric tensile elements with triangular apertures designed to interlock with the surrounding fill
material. Geogrid is used for the reinforcement of roadway base or embankment materials. Furnish
geogrid that meets the requirements of Table 1. Use the type shown on the plans. Use roll widths and
lengths shown on the plans or as approved. Deliver each roll of geogrid in suitable packaging to
protect it from environmental degradation; each roll will be one continuous piece without
discontinuities in the ribs. The Engineer will obtain at least 1 sample of the geogrid per project and
test as needed to verify compliance with Table 1.
G
Property
Aperture shape
Aperture size (in)
Rib thickness (mil)
Rib Shape
Flexural Rigidity (mg-cm)
Min Radial Stiffness @ 0.5% strain
(lb/±)3
Junction Strength (Efficiency)(%)
Ultraviolet Stability (%}
Table 1
"dR t eogn eqmremen s
TEST METHOD
ID Calipered
ASTMD1777
Observation
ASTM D1388
ASTMD6637
GRI-GG2-87
ASTMD4355
Type I Type II
Triangular Triangular
1.6 1 typical 1.61 typical
50 typical 60 typical
Rectangular Rectangular
250,000 2 750,000 2
15,430 3 20 ,580 3
93 min.4 93 min. 4
100 100
1. Triangular aperture geogrid nominal aperture size measured perpendicularly from the center of
the "base" ( of a transverse rib) to center of the opposite node to characterize height of an
equilateral triangle.
2. Flexural rigidity is measured in any rib direction .
3 . Radial Stiffness is determined from tensile stiffness measured in any in-plane axis from testing in
accordance with ASTM D6637 -01.
4. Junction strength (efficiency) for triangular aperture geogrid is measured in accordance with GRI-
GG2-87 and GRI-GGl-87 and expressed as a percentage of ultimate rib tensile strength.
The material indices listed above are descriptive characteristics only and do not correlate to a
performance-related parameter. Geogrid materials that meet the material index requirements of
other Special Specifications, Special Provisions and/or Departmental
Material Specifications (DMS) must meet all requirements specified herein.
SP-15
3 . Identification. Identify each roll with a tag or label securely affixed to the outside of the roll on one
end. List the following information on the label:
• unique roll number, serially designated ;
• lot number or control number;
• name of producer;
• style or catalog designation of product; and
• roll width and length.
4. Construction. Prepare the subgrade as indicated on the plans or as directed . Set string lines for
alignment if directed. Install geogrid in accordance with the lines and grades as shown on the plans.
Place base material in lift thicknesses and compact as shown on the plans or as directed. Do not
operate tracked construction equipment on the geogrid without a minimum fill cover of 6 in . Rubber
tire construction equipment may operate directly on the geogrid at speeds of less than 5 mph if the
underlying material supports the loads. Where excessive substructure deformation is apparent, correct
the grid placement operations as recommended by the manufacturer or as directed.
A. Placement. Orient the geogrid length as unrolled parallel to the direction of roadway.
Overlap geogrid sections as shown on the plans or as directed . Use plastic ties at overlap
joints or as directed. Placement of geogrid around comers may require cutting and diagonal
lapping. Pin geogrid at the beginning of the backfill section as directed. Keep geogrid taut at
the beginning of the backfilling section but not restrained from stretching or flattening.
1. Longitudinal Joints. Overlap longitudinal joints by a minimum of 1 ft. Space
longitudinal ties 10 ft. to 15 ft. or as directed.
2. Transverse Joints. Overlap transverse joints by a minimum of 1 ft. Space transverse
ties 4 ft. to 5 ft. or as directed.
B. Damage Repair. As directed, remove and replace contractor damaged or excessively
deformed areas without additional compensation. Lap repair areas a minimum of 3 ft. in all
directions. Tie each side ofrepair grid in at least 3 locations but do not exceed normal
construction spacing; tie spacing for odd shapes will be as directed. Repair excessively
deformed materials underlying the grid as directed.
5. Measurement. Geogrid will be measured by the square yard of roadway placement as shown in the plans
with no allowance for overlapping at transverse and longitudinal joints.
6. Payment. The work performed and materials furnished in accordance with this Item and measured as
provided under "Measurement" will be paid for at the unit price bid for "Geogrid for Base/Embankment
Reinforcement" of the type specified. This price is full compensation for furnishing, preparing, hauling,
and placing materials including labor, materials, freight, tools, equipment, and incidentals.
PAY ITEM NO: 5 ~ 8-inch Flex Base for Geogrid:
This item addresses failed subgrade that has irregularities, weak spots ; ruts, and not meeting
compaction requirements. Contractor shall replace top 8-inches of subgrade with well graded flexible
base material (TXDOT, TYPE A , Grade 2). Application of flexible base material shall be in
accordance with standard specification Item No. 208, "Flexible Base".
SP-16
-Mea:suremtmt-i · ic ards and shall cover actual area and depth of 8-inch use .
Payment is full compensation an iVef-S-the cost ena , and equipment used in excavating
and hauling off failed sub a and manipu afiirg;-sprgad.ing and compaction of flexible base
tm~1a1--1:~:-01 material shall be determined in the field by the Engineer or his ~
PAY ITEM NO: 6-6-inch Reinforced Concrete Pavement:
For specifications governing this pay item, see City Standard City Specifications, Item No. 314
"Concrete Pavement", City of Fort Worth Transportation & Public Works Department-Pavement
Design Standard Manual, and Item No. 360 "Concrete Pavement" (enclosed) shall apply. The
contractor shall use (6) sack concrete mix for all hand placement in the intersections.
Once an evaluation of the pavement is made to determine whether the crack is due to distress or minor
shrinkage , the following policy will apply:
When the crack is minor and due to shrinkage (cosmetic), then no further treatment will be needed.
If the crack is due to distress (structure), then the failed pavement must be removed and replaced a
minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet wide, if so
then the entire panel shall be replaced.
Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to prevent
spalling of the pavement.
All concrete pavement not placed by hand, shall be placed using a fully automated paving machine as
approved by the Construction Engineer. Automated paving machine width shall not exceed 18-inches
from back of curb to mitigate damage to existing utilities, trees, shrubs, mailboxes, water meter boxes
(etc.). Screeds will not be allowed except if approved by the Construction Engineer.
The unit price bid per square yard will be full compensation for all labor, materials , equipment, tools,
and incidentals necessary to complete the work.
PAY ITEM NO: 7-7-inch Integral Concrete Curb:
d specification Item No.502, "Concrete Curb and Gutter", shall apply except as follows:
Integral cu all be constructed along the edge of the pavement as an integral the slab and of
the same concrete a e slab. The concrete for the curb shall be deposite more than thirty (30)
minutes after the concrete e slab is placed.
and leveled to grade behi
this pay item.
Exis · rmprovements within the parkway such as water meters, sprinkler system , etc., if ___ _,.._,
during construction, shall be replaced with same or better at no cost to the City.
SP-17
R:e:qtt~;l..b,.i;!!C~1kfilling and finishing grade behind the curb shall be completed_.!:i ~-~
accepted and measu m leted
PAY ITEM No. 8 -Remove and Replace Failed Reinforced Concrete Panels (7-inch):
PAY ITEM No. 9-Remove and Replace Failed Reinforced Concrete Panels (6-inch):
Pay items No.8 and No.9 shall include the removal and replacement of all failed reinforced concrete
pavement with a minimum of 6-inches where existing pavement is 6-inches thick and a minimum of
7-inches where existing pavement is 7-inches thick as designated by the Construction Engineer with
same day haul-off of the removed material to a suitable dumpsite in a manner satisfactory to the
Construction Engineer. ·
For specifications governing this item, see the City Standard City Specifications, Item No. 104
"Removing Old Concrete", and Item No. 314 "Concrete Pavement" and Item No. 360 "Concrete
Pavement" (enclosed) shall apply.
In addition, this item includes removing failed joint material and replacing with new joint material
and new silicone joint sealant. Joint material and silicone joint sealant shall be in accordance with the
enclosed technical specification "Silicone Joint Sealing for Concrete Pavement" and joint details.
For situations where extensive slab replacement is next to existing deteriorated or damaged curb, the
contractor shall replace both slab and curb. The Engineer shall determine locations of curb
replacement. Payment for slab replacement shall be addressed under this pay item, and the curb
replacement shall be paid under PAY ITEM No. 10 -Remove and Replace 7-inch Concrete Curb.
Contractor must remove existing failed pavement in a manner that subgrade is not disturbed .
Contractor must re-compact subgrade and areas re-compacted shall have a uniform density not less
than 95% of maximum density (ASTM D-698). In place density test per each repaired surface area
shall be undertaken. The guidelines for compacting, per standard specification Item No. 202 ,
"Rolling", may be waived due to physical construction restrictions. Engineer may accept other
compaction methods . Payment for compacting, including labor and equipment, shall be incidental to
other pay items in the contract.
If in the process of removing failed concrete pavement, it is revealed that the sub grade, even after
attempts to compact and re-shape, is not meeting requirements of standard specification Item No. 204
"Subgrade Preparation", and is exhibiting severe ruts and poor material composition that can not be
manipulated and compacted, the Contractor shall remove 6-inches of top subgrade and replace with
flexible base. The cost of removing and disposing of sub grade and placing of flexible base shall be
covered in PAY ITEM No. 17, "Flex Base (For Panel Replacement)".
If failed concrete pavement has a depth that is less than 6-inches ( distance between top of new
pavement surface and re-compacted subgrade surface), the Contractor shall remove excess subgrade
material. Subgrade must be re-shaped and re-compacted to allow for a replaced 6-inch thick concrete
pavement section. Cost of removing and proper disposal of excess excavated material shall be
covered under PAY ITEM No. 18 Unclassified Street Excavation.
SP-18
If replaced pavement section depth exceeds 7-inches and subgrade meets compaction requirements,
the Contractor must pour a uniform pavement section exceeding 7-inches in depth. The cost of
additional concrete shall be covered under PAY ITEM No. 19 -Concrete for Replaced Panels Sub
Base as Needed, and shall be full compensation for labor, material and equipment used.
The concrete shall be designed to include a minimum of 6 sacks of Type I, or Type ill cement. The
maximum water cement ratio shall not exceed 5.5 gallons per sack. A Type A water-reducing
admixture and a Type C non-chloride set-accelerating admixture may be used with minimum 5.5
sacks of type I or Type ill cement to achieve the earliest possible concrete-setting times. The concrete
shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in
seven (7) days. If the concrete fails to reach the seven days compressive strength, the Engineer may
direct that the concrete be redesigned, as necessary, to meet the minimum requirement.
Slump shall not exceed five (5) inches. An entrained air content of three (3) to six (6) percent, as
directed by the Engineer, shall be provided. The fine aggregate shall have fineness modules of 2.60 to
2.80. All adm1xtures used shall conform to the requirements of standard specifications Item No . 314,
"Concrete Pavement" except that the Type C set-accelerating admixture may require addition, at the
job site, when the temperature of the concrete is above 55°F. Either transit-mix or central-mix
concrete will be permitted.
Existing concrete pavement shall be sawed full depth. Reinforcing bars (No . 3@ 24" OCBW),
dowels and tie bars shall be placed as shown on the enclosed joint details. All concrete pavement not
placed by hand shall be placed using a fully automated paving machine as approved by the Engineer.
Screeds will not be allowed except if approved by the Engineer.
Actual measured material in square yards, in place, shall be the basis for payment. Payment shall be
full compensation for labor, material and equipment used, at the locations determined by the
Engineer.
PAY ITEM NO: IO-Remove and Replace 7-inch Concrete Curb:
This item includes the replacement of concrete curb where extensive slab replacement is required next
to existing deteriorated or damaged curb with same day haul-off of the removed material to a suitable
dumpsite. The contractor shall replace both slab and curb. The Engineer shall determine locations
and limits of curb replacement.
Standard specification Item No. 104 "Removing Old Concrete", and Item No.502, "Concrete Curb
and Gutter", shall apply except as follows: Integral curb shall be constructed along the edge of the
pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the
curb shall be deposited no more than thirty (30) minutes after the concrete in the slab is placed. In
situations where only curb replacement is called for, new slab and curb shall be drilled into existing
pavement per enclosed detail sheet. Concrete slab shall be paid for under PAY ITEM No. 8 -Remove
and Replace 7-inch Reinforced Concrete Pavement, or PAY ITEM No. 9 -Remove and Replace 6-
inch Reinforced Concrete Pavement and the replacement of the curb shall be paid under this pay item.
The Contractor shall backfill behind the curb at finishing grade within seven (7) calendar days of
pouring the curb. Top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and
SP-19
leveled to grade behind the curb . Cost of back filling, top soil, and grading behind curb shall be
included in this pay item.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged
during construction, shall be replaced with same or better at no cost to the City.
Required backfilling and finishing grade behind the curb shall be completed in order for the curb to be
accepted and measured as completed
The unit price bid per linear feet will be full compensation for all labor, materials, equipment, tools,
and incidentals necessary to complete the work.
PAY ITEM NO: 11-Remove and Replace 10-Ft Storm Drainage Inlet Top:
This pay item shall include the removal and replacement of a 7-inch thick drainage inlet top of 10-ft
drainage inlet openings, at locations to be determined in field by the Construction Engineer with same
day haul-off of the removed material to a suitable dumpsite.
For specifications governing these items, see City Standard Specifications Item No. 450 "Adjusting
Manholes and Inlets", as shown in the Drawing S-S02 and as directed by the construction engineer.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days .
The unit price per bid per each will be full compensation for all labor, equipment, material, tools, and
all incidentals necessary to complete the work.
PAY ITEM NO: 12-Remove and Replace Double 10-Ft Storm Drainage Inlet Top :
This pay item shall include the removal and replacement of a 7-inch thick drainage inlet top of 20-ft
drainage inlet openings, at locations to be determined in field by the Construction Engineer with same
day haul-off of the removed material to a suitable dumpsite.
For specifications governing these items, see City Standard Specifications Item No. 450 "Adjusting
Manholes and Inlets", as shown in the Drawing S-S02 and as directed by the construction engineer.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days.
The unit price per bid per each will be full compensation for all labor, equipment, material, tools, and
all incidentals necessary to complete the work
PAY-ITEM NO: 13-Remove and & Replace 6-Inch Concrete Driveway:
This pay item shall include the removal and replacement of any type of existing concrete driveways,
as designated by the Construction Engineer, due to deterioration or in situations where curb and gutter
SP-20
is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed
material to a suitable dump site .
For specifications governing these items, see City Standard Specifications Item No. 104 "Removing
Old Concrete" and Drawing Nos. S-S5 , and Item No . 504" Concrete Sidewalk and Driveways". Pay
limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications.
Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway removal
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square
inch in seven (7) days.
The unit price bid per square feet shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY-ITEM NO: 14-Remove and Replace 4-Inch Concrete Sidewalk:
This pay item shall include the removal and replacement of any type of existing concrete sidewalk, as
designated by the Construction Engineer, due to failure or in situation where curb and gutter is
replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material
to a suitable dumpsite.
For specifications governing these items, see City Standard Specifications Item No. 104 "Removing
Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways".
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square
inch in seven (7) days.
The unit price bid per square feet shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY-ITEM NO: 15-Remove and Replace 4-Inch ADA Wheelchair Ramp with Dome-Tiles:
This item shall include the removal of existing wheelchair ramp, and replacement with new Dome-
Tile standard concrete wheelchair ramps at various locations as to be determined in field by the
Construction Engineer, due to failure or in situation where curb and gutter is replaced to adjust grades
to eliminate ponding water with same day haul-off of the removed material to a suitable dumpsite.
For specifications governing this item, enclosed Dome-Tile details; and City Standard Specifications
Item No. 104 "Removing Old Concrete", and Item 504 "Concrete Sidewalk Driveways", except as
herein modified.
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square
inch in seven (7) days .
Contractor shall sawcut existing sidewalk, curb and gutter and pavement prior to wheelchair ramp
removal.
SP-21
The removal and replacement of existing curb as required for the installation of new wheelchair
ramps shall be included in PAY ITEM No. 7 -7-inch Integral Concrete Curb. Pay limits for laydown
curb and gutter are as shown in the Accessibility Ramp Pay Limits detail (STR-032).
Pay limits for "Standard Wheelchair Ramp" will start 15 inches back from the face of curb and
encompass the remainder of the ramp and sidewalk.
Contractor shall furnish and install brick red color pre-cast detectable warning Dome-Tile,
manufactured by StrongGo Industries or approved equal by the construction Engineer.
Detectable warning surface shall be a minimum of 24-inch in depth in the direction of pedestrian
travel, and extend the full width of the curb ramp or landing where the pedestrian access route enters
the street, and shall be located so that the edge nearest the curb line is a minimum of 6-inch and a
maximum of 8-inch from the extension of the face of curb, detectable warning surface Dome-Tile
maybe curved along the comer radius. The method of Dome-Tile installation shall be in accordance
with the manufactures instruction.
Cost of detectable warning Dome-Tile and installation, shall be included in this pay item
Contractor shall provide a brick red colored Dome-Tile sample for approval by the Engineer, meeting
the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable
standard to be applied for all construction covered in the scope of this pay item.
The Contractor shall backfill behind the wheelchair ramps within seven (7) calendar days, if the
Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the ramp,
required backfilling shall be at finishing grade, top soil as per specification Item No. 116 "Top Soil",
if needed, shall be added and leveled to grade behind the curb. Cost of back filling and grading behind
curb shall be included in this pay item.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged
during construction, shall be replaced with same or better at no cost to the City.
Required backfilling and finishing grade behind the ramp shall be completed in order for the
wheelchair ramp to be accepted and measured as completed
The unit price bid per square feet, as shown on the proposal, will be full compensation for materials,
labor, equipment, tools and incidentals necessary to complete the work.
PAY ITEM NO: 16-Silicon Joint Sealing for Concrete Pavement:
CITY OF FORT WORTH, TEXAS
TRANSPORTATION .AND PUBLIC WORKS DEPARTMENT
SPECIFICATION
For
SILICONE JOINT SEALING
(Revision 1, October 18, 1989)
(Revision 2, May 12, 1994)
SP-22
SCOPE
This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall
supersede Item 314 .2. (11) "Joint Sealing Material s" of STANDARD SPECIFICATIONS FOR
STREET AND STORM DRAIN CONSTRUCTION -CITY OF FORT WORTH, and Item 2.210
"Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -
NORTH TEXAS COUNCIL OF GOVERNMENTS .
1. MATERIALS
1.1 . 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 .
1.2. The manufacturer of the silicone joint sealant shall have a m1mmum 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.
1.3. Self-Leveling Silicone Joint Sealant: The joint sealant shall be Dow Corning 890-SL self-leveling
silicone joint sealant as manufactured by Dow Coming 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
Requirement
96 to 99
275 to 550
1.206 to 1.340
60
14 to 21
14 to 21
ASTM D 412 , Mod. Elongation, % min. 1400
ASTM D 3583 Modulus@ 150% Elongation, psi max . 9
(Sect. 14 Mod.)
ASTM C 719
ASTMD 3583
(Sect. 14 Mod.)
ASTMD3583
(Sect . 14 Mod.)
Movement, 10 cycles @ +100/-50%
Adhesion to Concrete, % Elongation min .
Adhesion to Asphalt, % Elongation min.
SP-23
No Failure
600
600
-
1.4. 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.
2. TIM:E 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.
3. EQUIPMENT
3 .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:
3.2. Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint
sawing to the required dimensions.
3.3. 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.
3.4 . 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.
3.5. Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint.
3 .6 . Injection Tool: This mechanical device shall apply the sealant uniformly into the joint.
3. 7. Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph
5.4.
3.8. 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.
4. CONSTRUCTION METHODS
SP-24
4.1 . General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant
placement shall be performed in a continuous sequence of operations.
4.2. 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.
4.3 . 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.
4.4. 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.
5. WARRANTY
SP-25
-
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.
6. 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.
PAY ITEM NO: 17 -Flex Base (For Panel Replacement):
This item addresses subgrade that has irregularities, weak spots; ruts, and not meeting compaction
requirements as determined by the Engineer. Contractor shall excavate these areas and replace with
flexible base material (TXDOT, TYPE A, Grade 2). Application of flexible base material shall be in
accordance with standard specification Item No. 208 "Flexible Base".
Measurement is in cubic yards and shall cover actual area of material used. Payment is full
compensation and covers the cost of labor, material, and equipment used in excavating and hauling
off failed subgrade material and manipulating, spreading, and compaction of flexible base material.
Use of material shall be determined in the field by the Engineer or his Representative.
PAY ITEM NO: 18-Unclassified Street Excavation:
This item covers the removal of failed subgrade for the placement of geo-grid and flex base. This
item also covers the cost of removing excess subgrade material in areas where the existing failed
pavement section is less than 6-inches in thickness and the proposed pavement is 6-inches or greater
in thickness. This item covers the removal and proper disposal of excess subgrade material and shall
be in accordance with standard specifications Item No. 106, "Unclassified Street Excavation".
Measurement is in cubic yards and payment shall be for all labor, equipment used and the removal
and disposal of material. Excavation shall be determined in the field by the Engineer or his
Representative
PAY ITEM NO: 19 -Concrete for Replaced Panels Sub Base as Needed:
This item covers the cost of additional concrete used in the replaced pavement sections that exceeds
7-inches in depth. Replaced pavement section to be uniform concrete to be cast monolithically. Mix
requirement, material selection, compressive strength, etc ., shall match requirements highlighted in
PAY ITEM No . 8 -Remove and Replace Failed Reinforced Concrete Panels.
SP-26
-
-
Actual measured material in cubic yards, in place, shall be the basis for payment . Payment would be
full compensation for labor, material and equipment used. Additional concrete shall be determined in
the field by the Engineer or his Representative.
PAY-ITEM N O: 20-6-Inc h Perforated Subdrain Pipe:
This item shall consist of furnishing and installing 6-inch perforated subdrain and filter material all as
shown on the enclosed details, or as directed by the Engineer.
All applicable provision of standard Specifications Item 500 "SUBDRAINS" shall apply except as
herein modified . The pipe material shall be poly vinyl chloride (PVC) with the standard dimensional
ratio of 35 (SDR35) and meet the ASTM D 1784 . Filter fabric shall have the capability of passing
ground water without transporting the soil placed around the filter fabric. The fabric shall be
constructed exclusively of synthetic thermoplastic fibers and may be either woven or non-woven to
form a mat of uniform quality. Fabric fibers may be either continuous or discontinuous and oriented in
either a random or a aligned pattern throughout the fabric. The fabric shall be mildew resistant, rot
proof, shall be satisfactory for use in a wet soi l and aggregate environment, contain ultraviolet
stabilizers and have non-raveling edges.
The fabric shall meet the following requirements when sampled and tested in accordance with the
methods indicated:
Test Original Physical P rop erti es Method R equirements
Fabric weight, on an ambient SDHPT Test Method Tex-4.0 minimum for under
temperature air-dried tension free 616-J"Testing of Construction drains and Slope
sample, expressed in oz/sq. yd. Fibers" Stabilization, 6.0 minimum
for Gabions Revetment
Water flow rate by falling head method,
7.9 inches (20 cm) to 3.9 inches (10 cm)
on 2 inch ID cylinder with 1 inch Tex-616-J 80minimum
diameter orifice, with flow rate expressed
in gal/sq . ft/minute.
Breaking load in either machine or cross-ASTM D esignation: D 1682
machine direction, expressed in pounds. grab method G as modified by 100 minimum
Tex--616 -J
CW-02215, US Army Corps
Equivalent opening size (US Standard of Engineers, Civil Works
sieve no.) Construction Guide 70 to 100
Specification. "Plastic Filter
Fabric", Nov. 1977 .
"Apparent elongation" at breaking load in ASTM D esignation: D 1682
either machine or cross-machine grab method G as modified by lOOmaximum
direction, expressed as percent. Tex-616 -J
SP-2 7
The "Filter Fabric" shall be installed in accordance with the manufacturer's recommendations, as
indicated or as directed by the Engineer. When lapping is required, it shall be in accordance with the
manufacturer's recommendations. Backfilling around the Filter Fabric shall be done in such a way as
not to damage the Filter Fabric material during the placement.
The unit price bid per linear feet shall be full compensation for all labor, materials, equipments, tools ,
and incidentals necessary to complete the work.
PAY ITEM NO: 21 -Utility Trench Repair, Excavate and Backfill -As Directed:
This pay item shall include the necessary excavation and backfill of existing utility trench as directed
by the Construction Engineer. Payment will be made for the quantity of trench excavated/backfilled .
The placing of fill shall be subsidiary to the trench excavation/backfill price. Excess material which
is obtained from excavating the trench shall be used for fill placement subject to the provisions of
Item No . 114 of the City of Port Worth Standard Specifications. After backfilling is completed and
accepted by method of reusing excavated material. If needed contractor shall add concrete to backfill
the trench to required grade as directed by the Engineer. Concrete shall be paid by PAY ITEM No. 18
Concrete for replaced Panel Sub Base as Needed.
All excavated material which is unacceptable as fill material shall become the property of the
Contractor to be hauled off the site and disposed of properly . Unacceptable material shall be, but not
limited to: rocks, concrete, asphalt, debris, etc. The cost for removal and disposal of unacceptable
material shall be subsidiary to the unit prices.
The unit price bid per cubic yard shall be full compensation for all labor, materials, equipments, tools ,
and incidentals necessary to complete the work .
PAY ITEM NO: 22 -Borrow-Unclassified Fill for Trench Repair:
The non-expansive earth fill should consist of soil materials with a liquid limit of 35 or less , a
plasticity index between 8 and 20, a minimum of 35 percent passing the No. 200 sieve, a minimum of
85 percent passing the No. 4 sieve, and which are free of organics or other deleterious materials.
When compacted to the recommended moisture and density, the material should have a maximum free
swell value of 0 .5 percent and a maximum hydraulic conductivity (permeability) of 1 E-05 cm/sec , as
determined by laboratory testing of remolded specimens of the actual materials proposed for the non-
expansive earth fill.
Measurement is in cubic yards and payment shall be for all labor, equipment used and the installation
of material.
PAY ITEM NO: 23-Top Soil:
The proposed quantities shown are calculated to provide topsoil (2 to 4 inches in depth compacted)
over the parkway areas that are not included in the required flat work backfill. This pay item is
intended to pay for topsoil that must be imported where suitable material is either not available on the
job or cannot reasonably be stored on-site.
SP-28
-
The unit price bid per cubic yard will be full compensation for all labor, materials, equipment, tools ,
and incidentals necessary to complete the work.
PAY ITEM NO: 24 ~ Manhole Adjustment:
This item shall include adju sting the tops of existing manhole to match proposed grade as shown in
the detail at the back of thi s document or as directed by the Engineer. Standard specification Item
Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures" shall apply except as
herein modified.
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing
manholes. The Engineer will field verify this inventory and provide the Contractor replacements for
broken manhole covers. The contractor shall replace the manhole covers which are damaged during
construction at no cost to the City. Failure of the Contractor to perform this inventory will place the
total burden of the replacement of any broken frame and cover on the Contractor.
Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl
rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole
sections, as per current City Water Department Special Conditions .
The unit price bid per each will be full compensation for all labor, materials, equipment, tools , and
incidentals necessary to complete the work.
PAY ITEM NO: 25 ~ Water Valve Adjustment:
Contractor will be responsible for adjusting water valve boxes to match new pavement grade as
directed by the Engineer. The water valve themselves will be adjusted by the City of Fort Worth
Water department forces .
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water
valve boxes . The Engineer will field verify this inventory and provide the Contractor replacements for
broken valve boxes. The contractor shall replace the valve boxes, which are damaged during
construction at no cost to the City. Failure of the Contractor to perform this inventory will place the
total burden of the replacement of any broken frame and cover on the Contractor.
The unit price bid per each will be full compensation for all labor, materials, equipment, tools , and
incidentals necessary to complete the work.
PAY ITEM NO: 26 ~ Water Meter Box Adjustment:
This item only applies when the adjacent curb and gutter has been removed and replaced and has been
authorized by the assigned inspector. The adjustment shall include raising or lowering the existing
water meter box to the proper grade.
The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
SP-29
PAY ITEM NO: 27 -Grass Sod Replacement:
This pay item shall consist of the replacements of a like grass sod that was removed und er this
contract du e to the removal and replacement of driveways and curb and gutters as determined by the
Engineer. All materials shall be of recent production, and suitable for there intended purpose.
Sod Products Specifications :
Sod shall consist oflive and growing grass.
Grass shall have a healthy, virile root system of dense , thickly matted roots throughout an
approximately one-(1) inch minimum thickness of native soil attached to the roots .
Sod will be free from obnoxious weeds or other grasses and be free from any deleterious matter that
might the growth of the grass.
Sod material must be kept moist from the time it is dug until planted .
Sod Installation Specifications:
The area to be sodded shall be determined by the City.
The sodded area shall be smoothed down.
The sodded area shall be thoroughly watered immediately after it is planted.
The unit price bid per square yard will be full compensation for all labor, material, tools, and
incidentals necessary to complete the work.
PAY ITEM NO: 28-Painting House Addresses:
This item shall include painting of house addresses on curb or driveway radiuses that are removed and
replaced in this contract
All materials shall be of recent product, and suitable for its intended purpose.
Surface preparation and application shall be in strict compliance with manufacturer's
recommendations.
The paint shall NOT be applied; if the new concrete curb has aged less than a minimum of 28 days,
and if weather condition may harm or damage the finish surface.
The background paint shall be equal to or exceed #5160 White Latex Striping paint manufactured by
K wal Paint or approved equal.
The letters paint shall be equal to or exceed #6306 Black Latex Exterior paint manufactured by Kwal
Paint or approved equal.
The minimum size for the background shall be 6" high x 16" long, and the minimum size for the
letters shall be 4'' high.
The unit price bid per each will be full compensation for all labor, material, tools , and incidentals
necessary to complete the work .
SP-30
-
PAY ITEM NO: 29-Remove and Replace 30-Ft HMAC Speed Cushion w/stripping:
PAY ITEM NO: 30-Remove and Replace 40-Ft HMAC Speed Cushion w/stripping:
Pay Items No. 29 and No. 30 shall include the removal of existing Speed Cushions, and installing new
standard H.M .A.C Speed Cushions according to the plan and profile as shown on the detail sheet. All
excavated material shall be hauled off site the same day as excavated to a suitable dumpsite .
Contractor shall complete the installation of the speed cushion within fourteen (14) calendar days
from the day of completing concrete pavement reconstruction/panel replacement on any street, if the
contractor fails to install the speed cushion within fourteen (14) calendar days, $100 dollars liquidated
damage will be assessed per each speed cushion per day.
Contractor shall notify the Construction Engineer 72 hours prior to installing any speed cushions.
Contractor shall install speed cushion's pavement markings.
If the roadway is damaged during existing marker removal on a concrete panel replacement street, the
work shall be temporarily halted until consultation with the Construction Engineer. The pavement
shall be repaired prior to new panel replacement.
END OF SECTION
SP-31
-
ITEM 360
CONCRETE PAVEMENT
360.1. Description. Construct hydraulic cement concrete pavem ent with or without curb s on the concrete
pavement.
360.2. Materials.
A. Hydraulic Cement Concrete. Pro vide hydraulic cement concrete in accordance wi th Item 421,
"Hydraulic Cement Concrete," except that strength over-design is not required . Provide Class P
concrete designed to meet a minimum average flexural strength of 570 psi or a min imum average
compressive strength of 3,500 psi at 7 days or a minimum average flexural strength of 680 psi or a
minimum average compressive strength of 4,400 psi at 28 days. Test in accordance with Tex-448-A or
Tex-418-A.
When shown on the plans or allowed, provide Class HES concrete for very early opening of small
pavement areas or leave-outs to traffic . Design Class HES to meet the requirements of Class P and a
minimum average flexural strength of 400 psi or a minimum average compressive strength of 2 ,600 psi
in 24 hr., unless other early strength and time requirements are shown on the plans or allowed . No
strength over-design is required. Type III cement is allowed for Class HES concrete.
Use Class A or P concrete for curbs that are placed separately from the pavement. Provide concrete
that is workable and cohesive, possesses satisfactory finishing qualities, and conforms to the mix
design and mix design slump.
B. Reinforcing Steel. Provide Grade 60 deformed steel for bar reinforcement in accordance with
Item 440, "Reinforcing Steel." Provide approved positioning and supporting devices (baskets and
chairs) capable of securing and holding the reinforcing steel in proper position before and during
paving . Provide corrosion protection when shown on the plans.
1. Dowels. Provide smooth, straight dowels of the size shown on the plans, free of burrs, and
conforming to the requirements of Item 440, "Reinforcing Steel." Coat dowels with a thin film of
grease or other approved de-bonding material. Provide dowel caps on the lubricated end of each
dowel bar used in an expansion joint. Provide dowel caps filled with a soft compressible material
with enough range of movement to allow complete closure of the expansion joint.
2. Tie Bars. Provide straight deformed steel tie bars. Provide either multiple-piece tie bars or single-
piece tie bars as shown on the plans . Provide multiple-piece tie bars composed of 2 pieces of
deformed reinforcing steel with a coupling capable of developing a minimum tensile strength of
125% of the design yield strength of the deformed steel when tensile-tested in the assembled
configuration. Provide a minimum length of 33 diameters of the deformed steel in each piece. Use
multiple-piece tie bars from the list of"Prequalified Multiple Piece Tie Bar Producers" maintained
by the Construction Division, or submit samples for testing in accordance with Tex-711-1.
C. Curing Materials. Provide Type 2 membrane curing compound conforming to DMS-4650,
"Hydraulic Cement Concrete Curing Materials and Evaporation Retardants." Provide SS-1 emulsified
asphalt conforming to Item 300, "Asphalts, Oils, and Emulsions ," for concrete pavement to be
overlayed with asphalt concrete under this Contract unless otherwise shown on the plans or approved.
Provide materials for other methods of curing conforming to the requirements of Item 420, "Concrete
Structures."
D. Epoxy. Provide Type III epoxy in accordance with DMS-6100, "Epoxies and Adhesives ," for
installing all drilled-in reinforcing steel.
E. Evaporation Retardant. Provide evaporation retardant conforming to DMS-4650, "Hydraulic Cement
Concrete Curing Materials and Evaporation Retardants."
F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint-sealant materials and fillers unless
otherwise shown on the plans or approved and other sealant materials of the size, shape, and type
shown on the plans in accordance with DMS-6310, "Joint Sealants and Fi1lers."
-
-
-
360.3. Equipment. Furnish and maintain all equipment in good working condition. Use measuring ,
mixing, and delivery equipment conforming to the requirements of Item 421 , "Hydraulic Cement
Concrete." Obtain approval for other equipment used.
A. Placing, Consolidating, and Finishing Equipment. Provide appro ved self-propelled paving
equipment that unifonnly distributes the concrete with minimal segregation and provides a smooth
machine-finished consolidated concrete pavement conforming to plan line and grade. Provide an
approved automatic grade control system on slip-forming equipment. Provide approved J_Tlechanic ally
operated finishing floats capable of producing a unifonnly smooth pavement surface. Provide
equipment capable of providing a fine, light water fog mi st.
Provide mechanically operated vibratory equipment capable of ad equately consolidating the concrete.
Provide immersion vibrators on the paving equipment at sufficiently close interval s to provide uniform
vibration and consolidation of the concrete over the entire width and depth of the pavement and in
accordance with the manufacturer's recommendations . Provide immersion vibrator units that operate at
a frequency in air of at least 8,000 cycles per minute. Provide enough hand-operated immersion
vibrators for timely and proper consolidation of the concrete along forms , at joints and in areas not
covered by other vibratory equipment. Surface vibrators may be used to supplement equipment-
mounted immersion vibrators . Provide tachometers to verify the proper operation of all vibrators .
For small or irregular areas or when appro ved, the paving equipment described in this Section is not
required .
B. Forming Equipment.
1. Pavement Forms. Provide metal side forms of sufficient cross-section, strength , and rigidity to
support the paving equipment and resist the impact and vibration of the operation without visible
springing or settlement. Use forms that are free from detrimental kinks, bends, or warps that could
affect ride quality or alignment. Provide flexible or curved metal or wood forms for curves of
100-ft. radius or less.
2. Curb Forms. Provide curb forms for separately placed curbs that are not slipformed that conform
to the requirements of Item 529, "Concrete Curb, Gutter, and Combined Curb and Gutter."
C. Reinforcing Steel Inserting Equipment. Provide inserting equipment that accurately inserts and
positions reinforcing steel in the plastic concrete parallel to the profile grade and horizontal alignment
in accordance to plan details .
D. Texturing Equipment.
1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable support system.
Provide a single piece of carpet of sufficient transverse length to span the full width of the
pavement being placed and adjustable so that a sufficient longitudinal length of carpet is in contact
with the concrete being placed to produce the desired texture . Obtain approval to vary the length
and width of the carpet to accommodate specific applications . Use an artificial grass-type carpet
having a molded polyethylene pile face with a blade length of 5/8 in. to 1 in., a minimum weight
of70 oz. per square yard, and a strong, durable, rot-resistant backing material bonded to the
facing.
2. Tining Equipment. Provide a self-propelled transverse metal tine device equipped with 4-in. to
6-in. steel tines and with cross-section approximately 1/32 in . thick by 1/12 in. wide, spaced at
1 in., center-to-center. Hand-operated tining equipment that produces an equivalent texture may be
used only on small or irregularly shaped areas or, when permitted, in emergencies due to
equipment breakdown.
E. Curing Equipment. Provide a self-propelled machine for applying membrane curing compound using
mechanically pressurized spraying equipment with atomizing nozzles . Provide equipment and controls
that maintain the required uniform rate of application over the entire paving area. Provide curing
equipment that is independent of all other equipment when production rates are such that the first
application of membrane curing compound cannot be accomplished immediately after texturing and
after free moisture has disappeared. Hand-operated pressurized spraying equipment with atomizing
nozzles may only be used on small or irregular areas or, when permitted, in emergencies due to
equipment breakdown.
0...-
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F.
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Sawi.ng Equipment. Prov_ide power-driven concrete saws to saw the joints shown on the plans.
~rov1~e s.tandby p_owe:-dr1ven concrete saws during concrete sawing operations. Provide adequate
1llummat10n for mghtt1me sawing.
Gri~ding Equi_Pment. 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.
Testing Equipment. Provide testing equipment regardless of job-control testing responsibilities in
accordance with Item 421 , "Hydraulic Cement Concrete," unless otherwise shown in the plans or
specified.
Coring Equipment. When required, provide coring equipment capable of extracting cores in
accordance with the requirements ofTex-424-A.
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 an d Quality Control Plan. Submit a paving and quality control plan for approval before
beginning pavement construction operations. Include details of all operations in the concrete paving
process, including longitudinal construction joint layout, sequencing, curing, lighting, early opening,
leave-outs, sawing, inspection, testing, construction methods, other details and description of all
equipment. List certified personnel performing the testing. Submit revisions to the paving and quality
control plan for approval.
B. Job -Control Testing. Unless otherwise shown on the plans, perform all fresh and hardened concrete
job-control testing at the specified frequency. Provide job-control testing personnel meeting the
requirements of Item 421, "Hydraulic Cement Concrete." Provide and maintain testing equipment,
including strength testing equipment at a location acceptable to the Engineer. Use of a commercial
laboratory is acceptable . Maintain all testing equipment calibrated in accordance with pertinent test
methods. Make strength-testing equipment available to the Engineer for verification testing.
Provide the Engineer the opportunity to witness all tests. The Engineer may require a retest if not given
the opportunity to witness. Furnish a copy of all test results to the Engineer daily. Check the first few
concrete loads for slump, air, and temperature on start-up production days to check for concrete
conformance and consistency. Sample and prepare strength test specimens (2 specimens per test) on
the first day of production and for each 3,000 sq. yd. or fraction thereof of concrete pavement
thereafter. Prepare at least 1 set of strength-test specimens for each production day. Perform slump , air,
and temperature tests each time strength specimens are made. Monitor concrete temperature to ensure
that concrete is consistently within the temperature requirements. The Engineer will direct random job-
control sampling and testing . Immediately investigate and take corrective action as approved if any
Contractor test result, including tests performed for verification purposes, does not meet specification
requirements.
When job-control testing by the Contractor is waived by the plans, the Engineer will perform the
testing; however, this does not waive the Contractor's responsibility for providing materials and work
in accordance with this Item.
1. Job-C ontrol 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
-
-
Maintain an adequate supply of sheeting or other material to cover and protect fresh concrete
surface from weather damage . Apply as needed to protect the pavement surface from weather.
2. Opening Pavement to All Traffic. Pavement that is 7 days old may be opened to all traffic.
Before opening to traffic, clean pavement, place stable material against the pavement edges, seal
joints, and perform all other traffic safety related work.
3. Opening Pavement to Construction Equipment. Unless otherwise shown on the plans , concrete
pavement may be opened early to concrete paving equipment and related delivery equipment after
the concrete is at least 48 hr. old and opening strength has been demonstrated in accordance with
Section 360.4.K.4, "Early Opening to All Traffic," before curing is complete. Keep delivery
equipment at least 2 ft. from the edge of the concrete pavement. Keep tracks of the paving
equipment at least 1 ft. from the pavement edge. Protect textured surfaces from the paving
equipment. Restore damaged membrane curing as soon as possibl~. Repair pavement damaged by
paving or delivery equipment before opening to all traffic .
4. Early Opening to All Traffic. Concrete pavement may be opened after curing is complete and the
concrete has attained a flexural strength of 450 psi or a compressive strength of 2,800 psi, except
that pavement using Class HES concrete may be opened after 24 hr. if the specified strength is
achieved.
a. Strength Testing. Test concrete specimens cured under the same conditions as the portion of
the pavement involved.
b. Maturity Method. Unless otherwise shown on the plans, the maturity method, Tex-426-A,
may be used to estimate concrete strength for early opening pavement to traffic. Install at least
2 maturity thermocouples for each day's placement in areas where the maturity method will
be used for early opening. Thermocouples, when used, will be installed near the days final
placement for areas being evaluated for early opening. Use test specimens to verify the
strength-maturity relationship in accordance with Tex-426-A, starting with the first day's
placement corresponding to the early opening pavement section.
After the first day, verify the strength-maturity relationship at least every 10 days of
production. Establish a new strength-maturity relationship when the strength specimens
deviate more than 10% from the maturity-estimated strengths. Suspend use of the maturity
method for opening pavements to traffic when the strength-maturity relationship deviates by
more than 10% until a new strength-maturity relationship is established.
When the maturity method is used intermittently or for only specific areas, the frequency of
verification will be as determined by the Engineer.
5. Emergency Opening to Traffic. Under emergency conditions, when the pavement is at least
72 hr. old, open the pavement to traffic when directed in writing. Remove all obstructing
materials, place stable material against the pavement edges, and perform other work involved in
providing for the safety of traffic as required for emergency opening.
L. Pavement Thickness. The Engineer will check the thickness in accordance with Tex-423-A unless
other methods are shown on the plans. The Engineer will perform 1 thickness test consisting of 1
reading at approximately the center of each lane every 500 ft. or fraction thereof. Core where directed
in accordance with Tex-424-A to verify deficiencies of more than 0.2 in. from plan thickness and to
determine the limits of deficiencies of more than 0.75 in. from plan thickness. Fill core holes using a
concrete mixture and method approved by the Engineer.
1. Thickness Deficiencies Greater than 0.2 in. When any depth test measured in accordance with
Tex-423-A is deficient by more than 0.2 in . from the plan thickness, take one 4-in. diameter core
at that location to verify the measurement.
If the core is deficient by more than 0.2 in. but not by more than 0.75 in. from the plan thickness,
take 2 additional cores from the unit (as defined in Section 360.4.L.3, "Pavement Units for
Payment Adjustment") at intervals of at least 150 ft. and at locations selected by the Engineer, and
determine the thickness of the unit for payment purposes by averaging the length of the 3 cores. In
calculations of the average thickness of this unit of pavement, measurements in excess of the
specified thickness by more than 0.2 in. will be considered as the specified thickness plus 0 .2 in.
-
2. Thickness Deficiencies Greater than 0. 75 in. If a core is deficient by more than 0. 75 in., take
additional cores at 10 ft. intervals in each direction parallel to the centerline to detennine the
boundary of the deficient area. The Engineer will evaluate any area of pavement found deficient in
thickness by more than 0.75 in. but not more than 1 in. As directed, remove and replace the
deficient areas without additional compensation or retain deficient areas without compensation.
Remove and replace any area of pavement found deficient in thickness by more than 1 in. without
additional compensation .
3. Pavement Units for Payment Adjustment. Limits for applying a payment adjustment for
deficient pavement thickness from 0.20 in. to not more than 0.75 in. are 500 ft. of pavement in
each lane. Lane width will be as shown on typical sections and pavement design standards.
For greater than 0.75 in. deficient thickness, the limits for applying zero payment or requiring
removal will be defined by coring or equivalent nondestructive means as determined by the
Engineer. The remaining portion of the unit determined to be less than 0 .75 in . deficient will be
subject to the payment adjustment based on the average core thickness at each end of the 10 ft .
interval investigation as determined by the Engineer.
Shoulders will be measured for thickness unless otherwise shown on the plans. Shoulders 6 ft.
wide or wider will be considered as lanes. Shoulders less than 6 ft. wide will be considered part of
the adjacent lane.
Limits for applying payment adjustment for deficient pavement thickness for ramps, widenings,
acceleration and deceleration lanes, and other miscellaneous areas are 500 ft. in length. Areas less
than 500 ft. in length will be individually evaluated for payment adjustment based on the plan
area.
M. Ride Quality. Unless otherwise shown on the plans, measure ride quality in accordance with Item 585,
"Ride Quality for Pavement Surfaces."
360.S. Measurement. This Item will be measured as follows:
A. Concrete Pavement. Concrete pavement will be measured by the square yard of surface area in place.
The surface area includes the portion of the pavement slab extending beneath the curb.
B. Curb. Curb on concrete pavement will be measured by the foot in place.
360.6. Payment. These prices are full compensation for materials, equipment, labor, tools, and incidentals.
A. Concrete Pavement. The work performed and materials furnished in accordance with this Item and
measured as provided under "Measurement" will be paid for at the adjusted unit price bid for
"Concrete Pavement" of the type and depth specified as adjusted in accordance with Section 360.6 .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 made using the adjustment factor as
specified in Table 2 applied to the bid price for the deficient area for each unit as defined under
Section 360.4.L.3, "Pavement Units for Payment Adjustment."
Table 2
D ti . e 1c1ent Thickness Price Adiustment Factor
Deficiency in Thickness Determined by Proportional Part of Contract Price
Cores (in.l Allowed (adiustment factorl
Not deficient 1.00
Over 0.00 throul.!h 0.20 1.00
Over 0.20 through 0.30 0.80
Over 0.30 through 0.40 0.72
Over 0.40 throu!!h 0.50 0.68
Over 0.50 through 0. 75 0.57
C. Curb. Work performed and furnished in accordance with this Item and measured as provided under
"Measurement" will be paid for at the unit price bid for "Curb" of the type specified.
VENDORCOMPLIANCETOSTATELAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to
non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident
bidders ( out of state contractors whose corporate offices or principal place of business are outside of the
State or Texas) bid projects for construction , improvements, supplies or services in Texas at an amount
lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be
required too underbid a non-resident bidder in order to obtain a comparable contract in the State in which
the non-resident 's principal place of business is located. The appropriate blanks in Section A must be
filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The
failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder.
Resident bidders must check the box in Section B .
A. Non-Resident vendors in-------(give State), our principal place of business, are
required to be percent lower than resident bidders by State law. A copy of
the Statute is attached.
Non-resident vendors in _______ (give State), our principle place of business, are not
required to underbid resident bidders.
B. Our principle place of business or corporate offices are in the State of Texas.
Bidder:
Conatser Constuction TX, LP
P.O. Box 15488
Fort Worth, TX 76119
By: (Please Print)
~·gnature
Jerry Conatse r, President of
Conatser Manage ment Group, Inc.
G.P .
Title (Please Print)
.,
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it
provides workers' compensation insurance coverage for all of its employees employed on City
of Fort Worth Department of Transportation and City of Fort Worth Project No . 01755 / C295-
541200-202240175583.
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
CONTRACTOR
Conatser Constuction TX, LP
By ~~ /. Name : Jerry Conatser, President of
Conatser Management Group , Inc. --
G .P.
Title : ------------
Date: -----------
0€,f B~fore me, the undersigned authority, on this day personally appeared
r~ 2:202if2:e.C , known to me to be the person whose name is subscribed to the
forego ng instrument, and acknowledged to me that he executed the same as the act and deed
of Conatser Constuction TX, LP for the purposes and consideration therein expressed and in
the capacity therein stated .
Given Under My Hand and Seal of Office this O day ofUl!iiJJ..ai). 20J/__.
Bond NO: 022034167
PERFORMANCE BOND
THE ST A TE OF TEXAS §
KNOW ALL BY THESE PRESENTS:
COUNTY OFT ARRANT §
. . Liberty Mut ual Insurance That we (I) Conatser Constuct1on TX, LP as Principal herem, and (2) Canpany , a
corporation organized under the laws of the State of (3) MA''. and who is authorized to issue surety
bonds in the State of Texas, Surety herein , are held and firmly bound unto the City of Fort Worth, a municipal
corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of:
Five Hundred Nineteen Thousand Nine Hundred Ninety Four Dollars and Zero Cents ... Dollars
($519,994.00) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has entered into a certain contract with the Obligee dated the 20 of September, 2011
a copy of which is attached hereto and made a part hereof, for the construction of:
Reconstruction of Premature Failed Streets at Four Locations
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 folly indemnify and hold
harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and
reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then
this obligation shall be void; otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such
statute, to the same extent as if it were copied at length herein .
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have
executed this instrument.
SIGNED and SEALED this 20 of September, 2011.
ATTEST:
(Principal) Secretary
(SEAL)
Witness as to Principal
Address
ATTEST:
(Surety) Secretary
(SEAL)
Witness as to urety CarolMaples
4200 S. Hulen St reet, Ste. #330, For t Wor t h, TX 76109
(Address)
P.O. Box 15488
Fort Worth, TX 76119
BY: -'c:~~="'""'."':"'""'.-..?:,-,C-£f'.-l.6~"""""""""..o.c....-
l <Attorney-in-act) Ge a S, Davis
175 Berkeley Street
Bos t on, MA 02117
(Address)
NOTE: Date of Bond must not be
prior to date of Contract
(I) Correct Name of Contractor
(2) Correct name of Surety
(3) State of incorporation of Surety
Telephone number of surety must be stated.
In addition , an original copy of Power of
Attorney shall be attached to Bond by
Attorney-in-Fact.
The date of bond shall not be prior to date of
Contract.
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
Bond No: 022034167
PAYMENT BOND
KNOW ALL BY THESE PRESENTS:
That we, ( 1) Conatser Constuction TX, LP, as Principal herein, and (2) Liberty Mutual Insurance Canpany
___ , a corporation organized and existing under the laws of the State of(3) MA as surety, are
held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,
Texas, Obligee herein, in the amount of Five Hundred Nineteen Thousand Nine Hundred Ninety Four Dollars
and Zero Cents ... Dollars ($519,994.00) for the payment whereof, the said Principal and Surety bind themselves
and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents:
WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the 20 day of
September, 2011, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if
copied at length, for the following project:
Reconstruction of Premature Failed Streets at Four Locations
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal
shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as
amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be
void; otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said
statute, to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have
executed this instrument.
SIGNED and SEALED this 20 day of, September, 2011.
ATIEST:
(Principal) Secretary
(SEAL) ~--~
Conatser Constuction TX, LP
President of Conatser Managenent
Title : Group, I nc., GP
Address : P.O. Box 15488
Fort Worth, TX 76119
Witness as to Principal
ATIEST:
Secretary
(SE AL)
Liberty Mut ual Insur ance Canpany
SURETY ~
By:~4~
Nam~enna ~ Davis
Attorney in Fact
Address: 175 Berkeley St r e et
Bos t on, MA 0 2 117
Witness as t~ Surety
Carolyn Maples
Telephone Number: 972.233.9588
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.
--,
'
Bond No:~022034167
MAINTENANCE BOND
THE ST A TE OF TEXAS §
COUNTY OF TARRANT §
That Conatser Constuction TX, LP ("Contractor"), as principal, and Libert y Mut ual Insurance
Canpany , a corporation organized under the laws of the State of ___ MA ___ _
("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort
Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of
Texas, ("City") in Tarrant County, Texas, the sum of Five Hundred Nineteen Thousand Nine
Hundred Ninety Four Dollars and Zero Cents ... Dollars ($519,994.00), lawful money of the United
States, for payment of which sum well and truly be made unto said City and its successors, said
Contractor and Surety do hereby bind themselves , their heirs, executors, administrators,
assigns and successors, jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of
Fort Worth, dated the 20 of September, 2011, a copy of which is hereto attached and made a
part hereof, for the performance of the following described public improvements:
Reconstruction of Premature Failed Streets at Four Locations
the same being referred to herein and in said contract as the Work and being designated as
project number(s) 01755 I C295-541200-202240175583 and said contract, including all of the
specifications, conditions, addenda, change orders and written instruments referred to therein
as Contract Documents being incorporated herein and being made a part hereof; and ,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so
construct the work that it will remain in good repair and condition for and during a period of after
the date of the final acceptance of the work by the City; and
WHEREAS , said Contractor binds itself to maintain said work in good repair and
condition for said term of Two (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,
WHEREAS , said Contractor binds itself, upon receiving notice of the need therefore to
repair or reconstruct said Work as herein provided .
NOW THEREFORE , if said Contractor shall keep and perform its said agreement to
maintain , repair or reconstruct said Work in accordance with all the terms and conditions of said
Contract, these presents shall be null and void, and have no force or effect . Otherwise, this
Bond shall be and remain in full force and effect, and the City shall have and recover from
Contractor and Surety damages in the premises as prescribed by said Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon
for successive breaches until the full amount hereof is exhausted .
IN WITNESS WHEREOF, this instrument is executed in! counterpart(s), each of which
shall be deemed an original, this 20 day of September, A.D .2011 .
ATIEST:
(SE AL)
Secretary
ATIEST:
(SE AL)
Secretary
Conatser Constuction TX, LP
Contractor
. President of Conat s er Title : Managerrent Group, Inc. 1 GP
Liberty Mut ual Insurance Canpany
Surety
By:~~~
Name:lennaS-fuvis
Title : Attorney-in-Fact
175 Berkeley St reet
Bos t on , MA 02 117
Address
972 233 9588
Telephone Number
IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 4748560
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the
extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON,MASSACHUSETTS
POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company,
pursuant to and by authority of the By-law and Authorization hereinafter set forth , does hereby name, constitute and appoint GREG A. WILKERSON,
GLENNA S. DAVIS, CATHY VINSON, CAROLYN MAPLES, JOHN R. WILSON, ALL OF THE CITY OF FORT WORTH, STATE OF TEXAS .............................................. .
, each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its
behalf as surety and as its act and deed , any and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding
TWENTY FIVE MILLION AND 00/100*******************************'************************************* DOLLARS ($ 25,000,000.00**************************** ) each, and the
execution of such undertakings, bonds , recognizances and other surety obligations, in pursuance of these presents , shall be as binding upon the Company
as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons .
That this power is made and executed pursuant to and by authority of the following By-law and Authorization:
ARTICLE XIII -Execution of Contracts : Section 5. Surety Bonds and Undertakings .
Any officer of the Company authorized for that purpose in writing by the chairman or the president , and subject to such limitations as the
chairman or the president may prescribe , shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make,
execute , seal , acknowledge and deliver as surety any and all undertakings , bonds, recognizances and other surety obligations . Such attorneys-
in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and
execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if
signed by the president and attested by the secretary.
By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact:
Pursuant to Article XI II, Section 5 of the By-Laws , David M . Carey, Assistant Secretary of Liberty Mutual Insurance Company, is hereby authorized
to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make , execute, seal, acknowledge and deliver as surety
any and all undertakings , bonds, recognizances and other surety obligations .
That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty
Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this day of 3rd day of August
2011
LIBERTY MUTUAL INSURANCE COMPANY
By~
Davi~ slstant Secretary
COMMONWEALTH OF PENNSYLVANIA ss
COUNTY OF MONTGOMERY
On this 3rd day of August 2011 , before me, a Notary Public, personally came David M . Carey, to me known , and
acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation ; and that he executed
the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said
corporation .
first above written .
Member, Penrvsy1var~ia Association of Notan2s
CERTIFICATE
erty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing is
a full , true and correct copy, and effect on the date of this certificate ; and I do further certify that the officer or officia l who executed the said
power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII,
Section 5 of the By-laws of Liberty Mutual Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following
vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified
copy of any power of attorney issued by the company in connection with surety bonds , shall be valid and binding upon the company with the
same force and effect as though manually affixed .
IN TESTIMONY WHEREOF, J0 h1,Jve hereunto subscribed my name and afflxed the corporate seal of the said company, this 20th
September , L I .
day of
Gregory W. Davenport , Assistant Secretary
~Libert): ~ Mutual
Important Notice
TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT:
You may write to Liberty Mutual Surety at:
Liberty Mutual Surety
Interchange Corporate Center
450 Plymouth Road, Suite 400
Plymouth Meeting, PA 19462-8284
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance :
P. 0 . Box 149104
Austin , TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail : ConsumerProtection@tdi.state .tx .us
Premium or Claim Disputes
Should you have a dispute concerning a premium , you should contact the agent first. If you
have a dispute concerning a claim, you should contact the company first. If the dispute is not
resolved, you may contact the Texas Department of Insurance .
Attach This Notice To Your Policy:
This notice is for information only arid does not become a part or condition of the
attached document.
LMIC-3500 Page 1 of 2 Rev . 7 .1.07
THE STATE OF TEXAS
COUNTY OFT ARRANT
CITY OF FORT WORTH. TEXAS
CONTRACT
KNOW ALL BY THESE PRESENTS
This agreement made and entered into this the 2 0 day of September A.D ., 2011 , by and between
the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing
under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of
December, A.D . 1924 , under the authority (vested in said voters by the "Home Rule" provision) of the
Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City
Council of said city , and the City of Fort Worth being hereinafter termed Owner, Conatser Co nstuctio n
TX, LP, HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be made
and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith ,
the said Contractor hereby agrees with the said Owner to commence and complete the construction of
certain improvements described as follows :
Reconstruction of Premature Failed Streets at Four Locations
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools , appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by
the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are
hereto attached and made a part of this contract the same as if written herein .
3.
The Contractor hereby agrees and binds himself to commence the construction of said work
within ten (10) days after being notified in writing to do so by the Department of Engineering of the City
of Fort Worth.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same r ady for the inspection d approval of
the Department of Transportation of the City of Fort Worth and City of Fort
Worth within a period of One Hundred Twenty Six 026) days. CITY SECRETARY
FT. WORTH, TX
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If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract
Documents within the time so stipulated, plus any additional time allowed as provided in the General
Conditions, there shall be deducted from any monies due or which may thereafter become due him , the
sum of $315 per Calendar Day, not as a penalty but as liquidated damages, the Contractor and his Surety
shall be liable to the Owner for such deficiency.
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 Plan s,
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 claim s or suits for property loss , property damage, personal injury, including death,
arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor,
its officers, agents, employees, subcontractors, licensees or invitees , whether or not any such iniury,
damage or death is caused, in whole or in part, by the negligence or alleged negligence of
Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify
and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and
employees and any damage , loss or destruction to property of the Owner arising from the performance of
any of the terms and conditions of this Contract, whether or not any such iniury or damage is
caused in whole or in part by the negligence or alleged negligence of Owner. its officers,
servants or employees ..
In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior
to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved , or (b)
provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred
to the insurance carrier.
The Director may, if he deems it appropriate , refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work performed
under a City Contract.
7 .
The Contractor agrees , on the execution of this Contract, and ,.9€~..e-OOj~A*l~we~ to make,
execute and deliver to said City of Fort Worth good and suffici W~~ o faithful
performance of the terms and stipulations of the Contract and for the ayme lil'fo al
and/or materials furnished in the prosecution of the work, such bonds
Texas Government Code Section 2253 , as amended, in the form inc ud
• l
and such bonds shall be for 100 percent ( 100%) of the total contract price, and said surety shall be a
surety company duly and legally authorized to do business in the State of Texas , and acceptable to the
City Council of the City of Fort Worth.
8.
Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the
aforesaid work, and for all additions thereto or deductions therefrom , the price shown on the Proposal
submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in
monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of
invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates n/a ,
shall be Five Hundred Nineteen Thousand Nine Hundred Ninety Four Dollars and Zero Cents ...
Dollars, ($519,994.00).
9.
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Department of Engineering.
10 .
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth , Texas, a copy of which is attached hereto
and made a part hereof the same as if it were copied verbatim herein.
11.
It is mutually agreed and understood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Contract, and the Contractor
agrees to fully comply with all the provisions of the same .
IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 1
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 1 counterparts with its corporate seal attached .
Done in Fort Worth , Texas, this the 20 day of September, A.D., 2011.
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
APPROVAL RECOMMENDED:
cJ . L)
DIRECTOR, D E PARTMENT OF
TRANSPORTATION/PUBLIC WORKS
ATTE ST:
CONTRACTOR
Conatser Constuction TX, LP
BY~
.?~onatse r, President of -
Cona tser Management Group , Inc.
G .P.
TITLE
P.O. Box 15488
Fort Worth, TX 76119
ADDRESS
November 1960
Revised May 1986
Revised September 1992
Revi sed March 2006
CITY OF FORT WORTH
FERNANDO COSTA, ASST CITY MANAG E R
wt"C. C-2-S-/67
'1 . 2 o. t \
APPROVE D AS TO FORM AND
LEGALITY:
ASST. CITY ATTORNEY
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
N <::) () <::) -6' "I -; .., () -< -::0 _.,., ....,_ :::i u (I) --I 1-::00 00 ()-.:::i-o .... Cllc._"t:I::,):. ; o rn iil !!t r--, ::..: o ~.., o L'<-;;;;iC:-... 10 a,O~Cl) ..... <-::!" "t:1--• o c: o· -Q. ::-J· ;;i::,:j;!'"(J ~ ..., C) ....... ..... =---"ll"t:Jt"-0 ,-,;;;:"-.JQIQl"t:J"'C ::)cfo,:::::::t_;:oo " 4. _o, ~ a:;· 0 g; 1')':s-t) Cl):;:: t... -o-:;O-"""rn ....a.Cllrniilio ....a.><<(l)_-t ~elocii~O ~ ~ (I) 0 <::> 0) 3 :c: '"'cJ O::l (I) :;:! • 0, ::, ..... ~ -):. . () -I :;o m C') m < m cl> Qoc )>C n m :,::;Z zC 0C :E s: r~ m..i. .:r r . I FORT WORTH ....... 4-...._ _.....-....__ ----' ,.,., City of Fort Worth Finance Department • Purchasing Division 1000 Throckmorton Street Fort Worth, Texas 76102 ~~I r-1 ~le ;;...l -··. RECEIPT OF BID ....,..__ <. Company Name: ( uf ()/C.!.( _ <../ Individual Delivering: --= Bid Title and Number: ~:(Jt, / L Employee Signature: v ·~ -~ f r I,.,· Time and Date Received:------------------------------------White Copy-Customer Yellow Copy-Management ~~ ~g ""iC""O ~:::!~~ "Tl 0 ;lo :E "t o C ;lo CJ ~'::!' C -I > ct) ->< ( I» ~ (/) J ....... I O'> ..Jr,, ..Jr,, tO
TY OF FORT WORTH
'RCHASING DIVISION
'iROCKMORTON STREET
ORTH, TEXAS 76102-6311
Project Name: Concrete Restoration ( _____ )
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: Concrete Restoration ._ ____ )
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
negocio. En los dfas especificados abajo, vehfculos no deben estacionarse el la calle.
Tambien, por favor apague su sistema de regar el cesped cerca de la calle.
Si tiene alguna pregunta o concierne, por favor llame 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 los 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 Avenue a Keller Springs Parkway
Fechas de Construcci6n
Permitiendo el Estado de Tiempo
De 6-20-06 a 7-4 -06
PROJECT DESIGNATION SIGN
---------4' -0" ---------
sf'
PMS-167
4' -0"
. ==r 3"
3" r= Project Title 1
1
..
3 "1= 2ND LINE t
IF NECESSARY_/ ~ 3 11
1~"======= Contractor: --=± 1 11
2~"LContrac tor's Name 1 2
1~"~ Scheduled Completion Date
1 ~,, t Year
1 " 2
5"
1 "
FONTS:
FORT WORTH LOGO = CHEL TINGHAM BOLD
ALL OTHER LETTERING = ARIAL BOLD
LOGO COLORS:
FORT WORTH -PMS 288
LONGHORN LOGO -PMS 167
LETTERING -PMS 288
BACKGROUND -WHITE
BORDER -BLUE
PROJECT DES IGNATION SIGN
CITY OF FORT WORTH-CONSTRUCTION STANDARD
DRAWING NO. DATE: 9 -20-02
COLLAR CONFIGURATION
FOR PAVED AREA
I
... COLLAR CONFIGURATION
FOR UNPAVED AREA
5'-Q"
MANHOLE FRAME AND -',,-.,....,..,._,.--,---..,....--rJ..,.....,,,.__...,...,...,,,..,.....,,,_...,...,,,,._..,. .__ ____ -r-
32" DIA. DUCTILE IRON
COVER . (REFER TO
STD . PRODUCT LIST)
A
L
4000 PSI
CONCRETE
8-#4 REBARS TYP.
CD
2" X 8" X 30" 1.0.
CONCRETE PRECAST
GRADE RINGS PER
ASTM C478.
REBAR SHALL BE PLACED 3"
MIN. FROM TOP AND BOTTOM
OF CONCRETE COLLAR.
E1-14, El -20, E1 -21 MA TERI AL
E2-14, E2-20, E2-21 CONSTRUCTION
0
SECTION A-A
WHERE MANHOLES ARE IN
THE STREET, INSTALL 2 OR
MORE GRADE RINGS, AS
NEEDED, BETWEEN CASTING
ANO TOP OF PAVEMENT.
HINGED LIDS INSTALLED IN
STREETS SHALL OPEN
AGAINST THE FLOW OF
TRAFFIC.
®
CITY OF FORT WORTH, TEXAS
MANHOLEFRAME,COVER,GRAOE
RINGS ANO CONCRETE COLLAR
A
J a
I
io
*" CHAMFER (TYP.)
GROUND
CONCRETE COLLAR
HEIGHT VARIES
HINGED LIDS ARE REQUIRED
ON ALL ELEVATED MANHOLES,
JUNCTION BOXES AND WHERE
SPECIFIED ON PLANS . (REFER
TO STD . PRODU.CTS LIST)
LOCKS TO BE INSTALLED ON
ALL MANHOLE LIDS BELOW
THE 100-YEAR FLOOD ELEV .
AND WHERE SPECIFIED ON
PLANS.
DATE: OCT . 2009
SAN-009
Item
N b um
I
2
3
Water. _ Valve Riser Cross Section view
er
~ r--12 gage 090 galvanized steel
G)-
Item
D escrtot on
Steel Skin
Weld
J/8" wide 0 .0 M Tube
t
Height I new asphalt overlay
,....,E---3/8" 0 .0 .M. Tube
Material Description
12 gage A.LS .I. 1020 Steel ·(A -36)
G-90 GaJvanized
Lincoln Outershc1ld 71 Elite .045
D. 0 . M. Tube A. I.SJ. I 026 !AS I J tvt,e 5}
Tensile
YI Id e
33 ,000 P.S.1 .
75 000 P.S.I .
72 000 p S.I .
Tensile
u ltlmate
60,000 P.S.I .
as ooo P.S.I.
87 000 P.S.I.
Manhole Riser
3/8" Dia. Hole
With 302 Stainless
Steel Roll Pin
Cross Section view
~ r--JO or 12 gage G90 galvanized steel
G)~
Expanding Linkage
II( 2 J /4" )I
ir7.m"7"1'"·"·'··T ' -· a-· ~ f -' -· -:·"'·'·"''X"ll:"'IIC"lr'm -....... ......, ....... l.-.~--Ll-·-·-i ......... ~-....... : :
II( 4 J 14" )Jo
Item Item Material Description
N be Desc ' ti um r np1 OD
I 31r· Roll Pins 302 Stainless Steel ( 14 000 LB Double Sh:= Scn:nl!th)
2 Steel Skirt 12 or IO &IF A.I.SJ. 1020 Steel (A-36)
G-90 Galvanizz:d
3 Weld 6S•1. 70-le cin:umkrcra v.elded
4 J /4" wide RiD Bar Hoc Rolled Steel AI.S .I. 1020 (A-36)
s Rod Ellds Forgin1 Al.SJ. C-1030 51«1 ~ Truced BHN 240
Zinc Plaled wilh Dichronmc Finish
6 fumrudtle AI.Sl.1020 BHNl49
l ine PIiied ditad in Lirebldccr Ml i~bltor
t
He ight I new asphalt overlay
1 ... 11(.,___ 3/4" thick riser bar
3/8" I. D.
3/8" -16 Thread
Tensile
Y' Id ,e
33.000 PS.I .
7.5 000 P.S.I .
33,000 PS.I.
70 ,000 PS.I .
70,000 PS .I
Tensile
Ulti t ma e
60 ,000 P.S. I.
8.5 000 PS.I .
60 000 P.S.I .
92 ,000 P S.I .
80 .000 PS I
.
N .
N
a·
USE #3 BARS X 3'-2" 0 22"
O.C., UNLESS CONNECTING TO
PAVEMENT, THEN USE (13 BARS
X 5'-3" 0 22" O.C.
*" CHAMFER
3'-0"
TOP OF GUTTER
OUTSIDE EDGE
:.--~ \. ,·.-.:~··::i:; .:~.:.
FLOW LINE
OF GUffiR
)
24"
PLAN VIEW
TOP OF CURB
10·-o· OPENING
PAY LIMIT OF INLET
ELEVATION VIEW
2·
SECTION 8-B
/13 BARS O 12" O.C .
(REAR FACE, REAR WALL)
/13 BARS O 18" O.C .
(NEAR FACE, REAR WALL)
a·f-
NOTES:
/14 BAR X 1 r-0·
1. DIMENSION "D" (DEPTH) FOR ALL STANDARD 10'
INLETS SHALL BE 4'-0" AT THE UPPER END AND
4'-8" AT THE OUTLET END (MEASURED FROM THE
TOP OF CURB). FOR NON-STANDARD INLETS THE
DEPTH WILL BE SHOWN ON THE PLANS .
2. DIMENSION •A" SHALL BE THE GUTTER DIMENS ION IN
USE ON THE PROJECT .
(2)"/14 BARS X 15'-9"
/13 BARS O 18" O.C .
(FRONT FACE, FRONT WALL)
3. IF MANHOLE DEPTH IS OVER 5'-0", STEPS WILL EJE
REQUIRED AND SHALL BE CONSTRUCTED PER
DRAWING SD-013 .
4 . GUTTER CONSTRUCTION IN FRONT OF INLET (AS
SHOWN) IS TO BE CONSIDERED AS PART OF SAME.
5 . ALL EXPOSED SURFACES ARE TO BE WELL FINISHED .
EXCAVATION FOR INLET IS TO BE INCLUDED IN PRICE
810 FOR SAME .
A
1 ·-o·-1----1------i
/13 BAR X 15'-9" VARIES (SE£
NOTE 2)
FACE OF CURB
END OF INLET TO BE
NEAR CURB CORNER
J'-o·
TOP OF CURB
7"
.L
IO
T
RADIUS AND-
SLOPE AS sm . CURB
GRADE OF GUTTER
AT INLET C/L
1/4 BARS AT 8" ~ o.c.
BOTH WAYS
1"x4" KEYWAY ---
OR (13 L-BAR O . 3'-4
a· O.C. IN LIEU OF
KEYWAY
SECTION A-A
. .....
'io
·-
~
D () z
V1 CJ
w CJ
ii: e
< >
a·
REVISED DA TE : 1 1-2009
CITY OF FORT WORTH , TEXAS DA TE : 06-2007
STANDARD 10' STORM DRAIN INLET SD-001
RING AND COVER TO
BE CONSTRUCTED
OVER OUTLET
--. ---1-. ------------
()
I
N
18" DEPRESSED _____ .....___ } (SEE NOTE 3 )
FACE OF CURB
PLAN VIEW
(2) #3 BARS
·@ 6" O.C.
s·-o"
18" A
(SEE
~,-+----..-.....--c-'T"'_,....., ............ - -, NOTE 3)
: .~.·".!,
(0
FACE OF CURB
.. ~ ..
.'.: !.• :""-·· .. :.
·;.·~·;-~·
·-···. ··":.•.· . ··u
4 · .. -.
:~; :: ".•
.·:.: .. ....
~; i::..:
I·
Ol 8" THICK WALL AT CENTER
OF DOUBLE 1 O' INLET ~:;::i .·;:";
L..----~1---(2) #6 BARS @ 6" O.C. ONLY
-2~:·f. IN CENTER WALL OF DOUBLE
•
1:~~,;= 1 a' INLET ·.:.,
3'-4" .. ,
SECTION A-A
20'-8" s'-o"
TOP OF CURB
iJ I I 10'-o" I s"-j _._ .. ----·
ELEVATION VIEW
NOTES :
1. ONE DOUBLE 10' INLET SHALL CONSIST OF TWO STANDARD 10'
REINFORCED CONCRETE INLETS CONSTRUCTED TOGETHER AS A
SINGLE UNIT WITH THE ADJACENT ENDS OF THE TWO INLETS
REMOVED AND JOINED TOGETHER SO AS TO FORM A CONTINUOUS
BOX INLET HAVING A 20'-8" LENGTH OPENING. PROVIDE AN 8 "
CENTER WALL AS SHOWN IN SECTION A-A.
2 . SEE DRAWING NO. SD-001 FOR FINISHED INLET DETAILS .
3 . DIMENSION "A " SHALL MATCH GUTTER DIMENSION IN USE ON THE
PROJECT.
CITY OF FORT WORTH, TEXAS DATE : 06-2007
RECESSED DOUBLE 1 O' STORM DRAIN INLET SD-003
I
I
,-,,
I
f-a... :..: ~
;g ci
oz w
0::: t-
'--'
MUST BE GREATER
WITH LATERALS
UNDER PAVEMENT
NOTES:
(0
I
1'-6'' MI N .
WASHED ROCK
PER ITEM 402
I_J-~SEE NOTE 1
DIM . 'B'
(TRENCH WIDTH)
SEE TABLE 1
TABLE 1
LIMITS OF EXCAVATIO N
DIM. A DIM. B
2 .5' TO 6' 1'-7"
6' TO 10' 2'-1"
10 ' TO 15' 2'-7"
OVER 15' 3'-,-1"
t
1. FIELD INSTALLATION SHALL BE IN ACCORDANCE WITH STORM WA TER DETAIL SD-023.
2 . PIPE SHALL BE : (A) 6" DIAMETER PERFORATED SCHEDULE 40 PVC ; (B) 6" DIAME TER
PERFORATED TYPE S (DUAL-WALL) HOPE PIPE PER AASHTO M252; OR , (C) CORRUGATED
PVC PIPE PER ASTM F949 . NOTE THAT CORRUGATED POLYETHYLENE TUBING (ASTM F405)
IS NO LONGER PERMITTED FOR SUBDRAINS .
CURB &
GUTTER
REVISED: 11 -2009
CITY OF FORT WORTH, TEXAS
SUBDRAIN
DATE: 08-2006
STR-015
Pl•nUng«olher
non-welklno surf•c:e
lfdropoll'ls not
protected
COMBINATION CURB RAMPS
PERPENDICULAR CURB RAMP
WITH SIOE FLARES NOT ADJACENT TO WALK SURFACE I WPEF I ------------------~-----,
AVEMENT
RAMP
SLOPE 1":12"
~
SECTION 0 -0 LINE
REINFORCEMENT ITYf'ICAJ.. RAMP SECTION)
AS IN ADJACENT
R,mplJmlt, CURB ANO Gt.JTIER
I RAMPW,O,H I COMBINATION CURB RAMPS
9 ··:~ USED ONLY w/CITY APPROVAL
SECTION E-E 3• SAND I TYPE E I
LINE
PlACE EXPANSION JOINT
AT BACK OF CURB LINE
OR AT SIDEWALK LINE
CONTRACTION
~JOINT(T)'P.)
I EXISJij ·:, .. ·I ··A
PAVEMENT SECTION F·F
PERPENDICU LLAR CURB RAMP (RETURNED CURB)
NOTE: U SE ONLY ON RES IDENTIAL TYPE STREETS
DIAGONAL CURB RAMP (RETURNED CURB)
P erpendlcular ta th• Tang.nl of !he Curb
R•dlus and Conl•lned In Cfosswalk
R•mp Limits
of Paymenl
DETECTABLE WARNINGS
GENERAL NOTES FOR DETECTABLE WARNINGS
ON SIDEWALK RAMPS (CURB RAMPS)
1. Curb ramps must contain a detectable warning surface that consists of raised truncated domes complying with
Section 4.29 oftha Texas Accessibitily Standards (TAS). The surface must contrast visualtywith adjoining
surfaces, Including side flares. Furnish dark brown or dark rad detectable warning surface adjacent to
uncolored concrete , unless specified elsewhere In Iha plans .
2. Detaclabte warning surfaces must be slip resistant and not anow water to accumulate .
3 . Align truncated domes In the direction of pedestrian travel when entering the strwat.
4. Shaded areas lndlcata Iha approximate locallon for the delectable warning surface for each curb ramp type .
5. Oatactabla warning surfaces shall be a minimum of 24-In depth In the direction of pedestrian lnlYel and
extend Iha full width of Iha curb ramp or landing where the pedestrian access route enters the atreet.
6 . Oelaclable warning surfaces shell be located so that the edge nearest Iha curb llne Is a minimum of e· and•
DETAIL "A"
Denotes pfanting
Face of
curb
m~xlmum of s· from the extension of Iha face of curb. Detectable warning surfaces may be curwd along the comer redius.
7 . Th• following Is en approved list of Casi-In-Place Oatactabla Warning Materials and their manufacturers:
7a . Armor TIie (vitrinad polymer composite) by Engineered Plastfcs. Inc., Williernsvilla, NY .
or non-walking
s~•;!?··;;.· ; ~!.::·· :.7;,. ~:~~~~rfac
7b. Tactile Pavars (fired clay pavars) by Pina Hell Blick, Winston-Salam. NC .
7c. Oatectabla Werning Paver (fired clay pavars) by Western Brick Co., Houston, TX.
7d . Tak Way Doma•Tila (concrata-basad) BY Strong G. Industries (LLC), Tucson, AZ.
7e . Casl-in·Pleca TIie (glass and carbon reinforced composite) by ADA Solutions, Inc., North Billerica, MA .
PERPENDICULAR RAMP@ FLUSH LANDING
8 . The above list of Delectable Warning Materials or
their approved equal shell be used as
the Detectable Warning surface on sidewalk Typical placement of datectabla
(curb) ramps as shown on the plans and warning surface on landing al
or details on this sheet. slteat edge.
SIDEWALK RAMP (CURB RAMP) GENERAL NOTES
1. All slopes are maximum allowable. The least possible slope that wift stilt drain property
should be used. Adjust curb ramp length or grade of approach sidewalks as directed.
2 . The minimum sldeWalk widlh is 4'. .
J . l a ndings shall be 4'x 4' minimum with a maximum 2% slope in any direction. 4' ~an7:l::.':f1:Yt~~a:! ~~~~!:1~0a~~:;:U~~!~r! t;:~1~i"!~~ul0~,t~:~ w;~~
5. Max\mJm allowable cross slope on sidewalk and curb ramp surfaces Is 2%.
6 . Curb ramps with returned curbs may be used only where pedestrians would not normally walk
across the ramp, eltMr becauae the adjacent surface la planting Of other non-walklr:tturf•ca 7. gr.~,C:~~~~ J~· ·-=o:c:n ~os~:::r!~
1x,~=:~c1~~~r.i::~rs:0
i~:s~~-:i:.::iks
8. To sarve as a pedestrian refuge area, Iha median should be a minimum of 6' wide. Medians
should be designed lo provide accessible passage ttvouoh them.
9. Curb cut ramps are lo be located aa shown on Iha plans or aa directed by Engineer.
10. Crouwalk drmenslons, crosswalk markings and slop bar locallons shall be as shown
~~~i~•re ~~~ ~:r1g~~~n~1~ta,:6r!,:r~~oc;~::::'.ko~~k~~:: :;;~:t~~ear.
11 . Existing "fe:turas that comply with TAS may remain in pl.ace unless changed on lhe plans.
12. Ramps shaff be provided at all corners of slteat lnlersactions where there ls ~:t0 r:r=~~:~·::1
~:i~i~~r:, :!~~Ft:1:.h:~~:1 ~:::,~~=~.t;:~~ms.
1 J . Surface texture of Iha tamp shall be that obtained by • COUfH brooming, transverse
lo the slope of the ramp except at delectable warning surface areas. Sae dalab A and B.
14· :Ttt·;!~u:/;a:~r~n~i~n:ri~ f!°u~::~~~!i~wda:~~~ :~~t!"ee~i!!'!:nts
15. Provide • smooth transition where Iha curb ramps connect lo lhe slrael
16. Curbs shown on this sheet within the limits of payment ate considered part of the curb
ramp for paymen~ whether ii ls concrete curb, gutter, or combined curb and gutter.
17. Flare slope shall not exceed 10% measured along curb 11ne and where pedestrians
could walk across Iha ramp, then Maximum slope shalt be 1:12. (8 .3 %).
18. Sidewalks shall be ramped where Iha driveway curb Is eJ1.tendad across Iha walk.
HI. If possible, drainage structures should not be placed In line with ramps. Location of Iha
20. ~~~~~~u~=~ 1~:c;~rjr:::h~~i8~ locn!'i~~~ ~~::~ho.a .~~~r~~ ramp.
21 . The actual limits of existing curb and guitar and sldewatk shall be d il'ecled by tho engineer In
Iha field,
22. Conlrachon joints, expansion joints a nd silicone seallng shall be subsidiary lo unit prk:e bid
for sidewalks and ramps.
2'slrlpllaAllwuugh
I• ,, .. 111111\an <t'lnlai,glh..
OtherwlHpl•c:edelectabl.
w11nlng on the ent~. 11Mf-
af cul th!vugh.
Ramp limb
olP.y,.,....
TRANSPORTATION AND
PUBLIC WORKS DEPARTMENT
Face of
curb
SIDEWALK RAMP DETAILS
SECTIONH-H
{TYPICAL RAMP SECTION}
COMB)NATION ISL.AND CUT THROUGH
··-"· IV,11 JOE RA0£NZ H it.OP
~" JOE RADENZ 2-1MP
FORT WORTH. TEXAS
S7
2007 CRITICAL CAPITAL PREMATURE FAILED STREET PROJECT
CITY PROJECT 01755, DOE 6685
STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET, REV-I
'
"' a: w
a:
C :s cc~ a:
c., ~ a: ~ ~ i -
a: ~ ~ a: ~ -u A,<..,i:W ..J = ~ ~ c.. c.. a: A I>< a: a: ~ ..... a:..e:s...i f,-0 C t-0 • Ac..@
E ·-~~~~ ~ !;-; ~ ;E: !;-; ~ ~~~ .. .5 t ~~:sz -.,_
j ~ ;S -z...i =' ;:Suuc.. ~ ~ s :s z ...... "" ~~~5 :i: • ~ 0 ~ ';;! ~ ...... t-t;: u ~ !;: u ~ 0 .. .. (.I
ll l:l ::: tJ O 0\ Z ~ ~ c2 ~ - -a: u -f,-u ~ a: ;i ;:t '-: :i:g:ii.t,~ c2 z ~ ~ <IJ V'.J ll,, < l:lO 00 r---u -... p..
ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY
1 EA Project Designation Sign --
2 LS Utility Adjustment
3 SY Remove Existing 5-inch to 6-lnch Reinforced Concrete Pavement 0 660 1,200 5 ,400
4 SY Geogrid {Te nsar TriAx TX140-475)-Install 0 660 1,200 5,400
5 CY 8 -inch Flex Base -For Geogrid (TxDOT Type A, Grade 2) 0 150 290 1,200
6 SY 6-lnch Reinforced Concrete -Install 0 660 · 1,200 5,400
7 LF 7 -inch Integral Concrete Curb 0 300 560 1,480
8 SY Remove and Reolace Failed Reinforced Concrete Panels (7-inchl 564 0 0 0
9 SY Remove and Replace Failed Reinforced Concrete Panel s re-Inch l 0 0 80 160
10 LF Remove and Replace 7-lnch Concrete Curb 140 0 75 150
11 EA Remove and Replace 10..ft Storm Drain Inlet Too 0 2 2 0
12 EA Remove and Reolace 20-ft Stenn Drain Inlet Too 0 0 0 2
13 SF Remove and Replace 6-lnch Concrete Drivewav 0 900 2 ,000 11,725
14 SF Remove and Replace 4-lnch Concrete Sidewalk 0 180 150 400
15 SF Remove and Reolace 4-lnch Concrete ADA Wheelchair Ramo with Dome Tiles 0 200 600 600
16 LF Silicone Joint Sealant for Concrete Pavement 0 700 1 ,650 7 ,600
17 CY Flex Base (for Panel Reelacemenl) 15 0 2 5
18 CY Unclassified Street Excavation 0 150 290 1 ,200
19 CY Concrete for Replaced Panels Sub Ba se as Needed 3 0 1 5
20 LF 6-lnch Perforated Sub Drain Pioe 40 60 50 100 ,_
21 CY Utilltv Trench Repair -Excavate & Backfill -As Directed 5 50 115 500 ------
22 CY Borrow -Unclassified Fill for Trench Repair -Install 5 50 115 500 --
23 CY Top Soll 0 10 15 50
24 EA Manhole -Adjustment 0 1 1 8
25 EA Water Valve Adjustment 0 1 3 3
26 EA Water Meter Adlustment 0 3 10 47
27 SY Grass Sod Reolacement 0 75 75 330
28 EA Painting Curb House Add resses 1 4 16 94
29 EA Remove and Replace 30-Ft HMAC seeed Cushion w/stripping 0 0 0 4
30 EA Remove and Reolace 40-Ft HMAC Speed Cushion w/stripping 1 0 0 0
Week of lhe 1sl Week of th e 1sl Week of lhe 1st Week of the 1st
Monthly Pickup of Bulky Items Monday of the Monday of the Monday or th e Monday of the
month month month month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Monday Mond ay Mond ay Mo nday
Page 1 of 1
TOTAL
2
1
7,260
7,260
1,640
7,260
2,340
564
240
365
4
2
14,625
730
1,400
9,950
22
1,640
9
250
670
670
75
10
7
60
11 5
4
1
,)
' ~ .
2007 CItITICAL CAPITAL PREl�IATURE FAILED STREET PROJECT
CITY PROJECT 01755, DOE 6685
STREET BY STREET QUANTIT�' DETERMINATION SPREAD SHEET
ax� a a
aa� a a
xx� a �¢
Qaod,a a�x �'°'a �a
adaa °oQ FOQ Qxa
� � s°', p"dd� x�� ��A xza
z a� Q��a �wa aw�'a a �
� aaax � �z � xaz o
z
i s��, o Uoaz Fwz.� �w��� z�UO
a" avo`to"' V�Q W 'S.'c�n.T.0 W dFa W
v] v] 0. Q ao m r' P.1 CG a U.. F P, � CG z d a
� ITEM UNIT ITEM DESCRIPTION QTY QTY � qTY f�Ty
I 1 EA Project Designation Sign
I 2 LS Utility Adjustment
3 SY Remove Existing 5-inch to 6-.inch Reinforced Concrete Pavement
4 SY Geogrid (Tensar TriAx TX140-475)— Instail
5 CY 8-inch Flex Base - For Geogrid (TxDOT Type A, Grade 2)
( 6 SY 6-inch Reinforced Concrete — install
I7 LF 7-inch Integral Concrete Curb
I$ SY Remove and Replace Failed Reinforced Concrete Panels (7-inch)
I9 SY Remove and Replace Failed Reinforced Concrete Panels (6-inch)
I10 LF Remove and Replace 7-Inch Concrete Curb
I11 EA Remove and Replace 10-ft Storm Drain inlet Top
I�2 EA Remove and Replace 20-ft Storm Drain Inlet Top
I13 I SF Remove and Replace 6-Inch Concrete Driveway
I14 SF Remove and Replace 4-Inch Concrete Sidewalk
I15 SF Remove and Replace 41nch Concrete ADA Wheelchair Ramp with Dome Tiles
( 16 LF Silicone Joint Sealant for Concrete Pavement
I17 CY Flex Base (for Panel Replacement)
18 CY Unclassified Street Excavation
19 CY Concrete for Replaced Panels Sub Base as Needed
20 LF 6-Inch Perforated Sub Drain Pipe
( 21 CY Utility Trench Repair - Excavate & Backfill — As Directed
� 22 CY Borrow - Unclassified Fili for Trench Repair — Install
I 23 � CY Top Soil
I
24 � EA Manhole - Adjustment
I 25 I EA Water Valve Adjustment
i
26 � EA Water Meter Adjustment
I2� SY Grass Sod Replacement
I2$ EA Painting Curb House Addre.sses
I 29 i EA Remove and Replace 30-Ft HMAC Speed Cushion w/stripping
I 30 � EA Remove and Replace 40-Ft HMAC Speed Cushion w/stripping
I �
IMonthly Pickup of Bulky Items
IGarbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days
0
0
0
0
0
564
0
140
0
0
0
0
0
125
15
15
3
40
5
5
5
0
0
0
35
1
0
1
660
660
150
660
300
0
0
0
2
0
900
180
200
700
0
150
0
60
50
50
10
1
1
3
75
4
0
0
1,200
1,200
290
1,200
560
0
80
75
2
0
2,000
150
600
1,650
2
290
1
50
115
115
15
1
3
10
75
16
0-
0
5,400
5,400
1,200
5,400
1,480
0
160
150
0
2
11,725
400
600
7, 600
5
1,200
5
100
500
500
50
8
3
47
330
94
4
0
Week of the 1st Week of the 1st
Monday of the Monday of the
month month
Monday Monday
Page 1 of 1
Week of the 1st
Monday of the
month
Monday
Weekofthe 1st
Monday of the
month
Monday
TOTAL
2
1
7,260
7,260
1,640
7,260
2,340
564
240
365
4
2
14, 625
730
1,400
10,075
22
1,655
9
250
670
670
80
10
7
60
515
115
4
1
�
�
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INOT TO SCALE
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CHISOS RIM TRL
RECONSTRUCTION
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RECONSTRUCTION ' �
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RECONSTRU CTION
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+= , ��i'_ -.,� ..� 7, � __ _"'—'_' '�_ _--_ rJ ' `^` — '
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' �` PANEL REPLACEMENT 4� �2�' `
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' -%� i` ,Ji�" J` '' 1." r-'.--( _ ;---�� __� —� � 4 i y ''�,., �_.� � � .,', ,} - ,��;.
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TAR ANT
PROJECT LIMITS -
MAXIMUM EXTENT OF A�NY
PAVEIVIENT REHABILITATION
APPLEYARD
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ACTUAL PROJECT LIMITS SHALL BE
DETERMINED BY THE ENGINEER
IN THE FIELD
�
(FULL SIZE PLAN SHEETS ARE AVAILABLE
UPON REQUEST) �
� _ %� I� �
;;
_�`-"� � :` �? I i ---
PROJECT AREA
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS
MAY 2011
# 01755 DOE 6685 �HEET 02
� "PARKWAY V.,rtica �
I I
� I STANDARD TAMPED TOPSqL
SIDEWALK � Y' PER FT. (MIN.)
4:7 (M�AX.) �
3 /t�wy1
�'.I. �'Il..f',:I•:,.,.I�11�1��11�C 6' �{
�' COMPACTED�
� SELECT BACKFlLL
I �l
'I_
� 6�� �
6' REJNFORCED C
.��� PAVEMENT (3500
r/ r�� .�4%`:..�..e..�.;�L: ' �
�'.� �: , . . . , ; • �
� g3 BARS �
24' O.C.B.W.
GEOGRID-tENSAR TRiAX 140-47
�'R.O.W. VARIES
"QOADWAY VARIE�
VARIE� - I- 'ARIES
�4 x 36" DEFORMFD �
BARS � 18' D.C. LONGINDINAL CONSTRUC170N JOINT
`MTH S�LICONE �OINT SEALANT
� (SEE JOINT DETAIL N0. 2)
2R_'IN. 2S_yIN.
TYPICAL REINFORCED CONCRETE ROADWAY
NOT TO SCALE
� �DISTANCE BETWEEN E%PANSiON �OWTS VARIES (600� MAXIMUM') .
I TEE ifEANSVIIiSE CONTRACTION JOINT SFACING (TABLE 3) �
I "ALF-WAY BEIWEEN CONTRACTION JOINTS �
CONiFiACTON JDINT WITH D
rSAWED OUMMY J�INT MATH REINFORCE
SILICONE JOINT SEALER /�
TRANSVERSE EXPANSION JOINT
SIl1CONE JOIN
/ T SEALER CONCRETE
� / r
BARS � SEE tABIE 2
I/ E JO �ETAIL N0. 2 PAVEMENT
SEE JOINT DETAII NO. 2 5 E INT
SEE JOINT OETAIL 0. 1 � )
� )
N
� ) 24' O.C.B.W. /
1
Y
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:,
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-� F�-2' CLEAR
LONGITUDINAL PAVING SECTION
NOT TO SCALE
RRST POUR SECOND POUR
CONS7RUCTION JOINT YAiH
��gn SILICONE JOINT SEALANT
`..',::.... . .. . . .. ,.:;. , .• ( E JOINT OETAIL N0. SEE TABLE 2
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`�,j(��- - 11,�"f�,t";I, I,I�„II[,.,�lln.11lr�ll' li���
I H3 9AR5 � `-/�4 z 36' DEFORMED
24' O.C.B.W. BARS � 18' O.C.
LONGITUDINAL CONSTRUCTION JOINT
NOT TO SCALE
FlRST POUft SECOND POUft
CONSIRUCTION JOINT `MTH
�g^ SIUCONE JOINT SEALANT
�(SEE JOWT OETAIL NO. 2) �SEE TABLE 2
�. �
j• � . .'f � IL • ' . ':r'. �.: .. � � * T
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�y3 BARS � �j/5 x 36" DEFORMED
24" O.C.B.W. BARS � 18� O.C.
TRANSVERSE CONSTRUCTION JOINT
NOT TO SCALE
�5 x 18' DEFORMm BARS —�
DOWELE� ANO EPDXYED INTO
EXISTING PAVEMENT � 18' O.C.
EXISTING CONCRETE�
PAVEMENT
-TRANSVERSE CONSTRUCTION JOINT
YdTH SILICONE JOINT SEALANT
(SEE JOINT DETAIL N0. 2)
PROPOSED �3 O 24'
PAVEAIENT /� O.C.9.W. �SEE TABLE 2
. -� .;41,,;,,.\...�. 1
��.�.;� ,•++':�..f� •���� +
.. . ,.. °. . . . , . . ..
TRANSVERSE CONSTRUCTION JOINT
BETWEEN EXIST. AND PROP. PAVEMENT)
NOT TO SCALE
TRANSVERSE EXPANSION JOINT
�"0 x 24' SMOOiH DOWF1 @ WITHOUT DOWEL SUPPORT 6ASKET
18' O.C. k EPO%YED INTO (SEE JOINT DETAII N0. 1).
EXISIING PAVEMENT PROPOSED
1Y� MIN. PAVEMENT
CLEARANGE
CO RE1E 3 9 24'
EXISTING NC
�
2" MIN. BlE 2
PAVEMENT O.C.B.W. �SEE TA
..�. 5. . . * }
jy;r
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/�� 7
i: V .?.•.�';';:' �r �
�
...........................::�'a:i•..............., .. . ....,.. ,. ,N ..�� i
�DOWEI SLEEVc OR CAP
�Z� TO FlT �'6 DOWEL AND
BE SEWRED
BAR STOP
TRANSVERSE EXPANSION CONSTRUCTION JOINT
(USED ONLY AT END OF RADIUS, P.C. OR P.T. STATIONS, BETWEEN EXIST. AND PROP. PAVEMENT�
NOT TO SCAIE
�3 BARS O SAWED DUMMY JOINT W1iH
z4" �.�.B.W_ SILICONE JOINT SEALANT
(SEE JOINT �ETAIL NO. 2) �SEE TA6LE 2
*
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,y"
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:,., 'i: ' � � i'i': ;r,.`.
;,5;y.::ei.:ti::". �,pRoFti9EDi�'SU9'G�?AbF�'•VF7iF':;.. �.�.''�'.',.,.'tij
.`L:;'' :':42�py �'°::�i��:yc� :;��:RON3y;AY.SE^�r,iA?J(f.�'�'..:'°;..^,:�`S,t, -
n-II II-II�'Su=IIF��,IImI II�I II-n' n i n=ut��1Y��i'�`u�
�':
SAWED DUMMY JOINT
N0T TO SCALE
#3 BARS � /' SAWED DUMMY JOINT N7TH
24" O.C.B.W, y-�.f / SILIGONE JOINT SEALANT
I/ (SEE JOINT DETAIL NO. 2) rSEE TABLE 2
..'�' : �.r .. . .,y..� . �k �
: �•'
�„ :.►�i:' 1 ` .'t11r;'" .';,� 4" ..,.�. � 7
�' , . . . . "��-,-._— ' ��''� . v �-
r
��r. :��`,:
-� ;�'
;:,�';�; '���,, �.,OP, `.'�,� :• ...''-
`pn u e+� .':�...
:.r.:: - ��`�.4 � .ER;:�
';�:. c a �wab�.;s�chio
;��.d�� �l;�rS'PJ .$ �R ...�ki.
<,.� ;�Q
..,. <;:��.:« :°.�
., •[� �:'t<;:
..... :....... ��.
.. .
:.
'�
„-,,.::�,. , ,'`�'.t:.,:...�,.. ,:.,:•.� _�,.
II� —. . .i _ i..'�. . .... ... r:_.
oowE� waaazr �i s = �g" sMoorri
OR BASKET DOWEL 6ARS � 12" O.C.
CONTRACTION JOINT
N0T TO SCALE
�.6• 6"y TRANSVERSE EXPANSION JOINT, FORMED
2. �GROOVE ROUNDEO TO 3'� RAOIUS WiTH
k3 BARS 8 SILICONE JOINT SEALER AND REDWOOD E%P.
24" O.C.O.W.� z� JOINT FILLER (SEE JOINT DETAIL NO. 1)
�` � 1Y4 MIN. CLEARANCE
SEE TABLE 2� ` y 4,
T * ..�, b f�:: .'4:' ' I.:,`:r . -�f
�T /f�, :�
.�_..:' " ::k.._,�.,r w,.
•.P.•��5 •:.�c: ,�/
J `i���:.%='•".?�•r::. ,:�':.'i
:.'�.., ip�`�
•'�."' y' - ��"'�� :' PROPOSED SUBGRADE PFR
��.;
- - - OA WAY SECiION
�(( �� TYPICAL R D
.rr���r�, "'n`r���=, ,�II�-
�1�31�11E�� / ,lk`�i�lf�li- a I- .II .. ,
3'�'0 Iz 24' SMOOTH J � �16' �OWEL OOWEL SLEEVE OR CAP TO FIT
OOWEL � 12 O.C. COAIING ��D OOWEL AND BE SEWRm
OOWEL SUPPORT BAR STOP
OR BASKET
TRANSVERSE EXPANSION JOINT
NOT TO SCA�E
�
' " "I'� ° . . �� •PARKWAY VARIES -�
I '
6. � rTAMPED TOPSOIL STAN�ARD I- �
Iyi PER FT. CMIN.) � SIDEWALK
I 4:1 (�M _AX.) . `.•., 13
i ;; 1;�:=: i.':'>' Ip
I �� 6" (�• �,.�� �U� 11—i1
`.;;, ' / -T '�
F ••
. . . • : �1 �� �
�'�'��' / COMPACTED
I SELECT 6ACKFlLL �
+"A��Q ;� "�^d��'^ � OIMENSIONS VARY FOR EACH I
' �� �" STREET. SEE PLAN SHEETS
i � FOR DIMENSIONS.
f
PROPOSm B-INCH FLEX BASE
(TzDOT TPE A. GRADE 2)
� �4 I ��
SWCONE JOINT SEALAN'f'�.' �;'. � ',':"';,;';'
POLYEfHYLENE BOND •';:•�""'::: �::: ��,�":%�.�.' 1
BREW(ER TAPE'•'y:":'•.:...;•;.�: �� ,F �,.REDWOOD I
�/•;' 'EXPANSION
/ :�FIILER
PAVEMENT
THICKNESS
WWEL SUPPORT.`•';;:.';.:`•� �.�,'�.tl SMOOTH
6ASKEf "..y,:• .,,;iDOWEI
JOINT DETAIL NO. 1
N0T TO SCALE
� Y` � siucoNE
� JOINf
�yw:�•;:: SEAIANT
T�4 . ••'��:',Ya�� ESF:! ;y-:=;-+—SAWE� JOWT FACE
(SEE .''..'':.: ',
TABLE 1) �. •�`•
S� �. ', _ �' Dl4 CLOSED
TPBLE 1) CELL E%PANOED
^f'�� POLYEfHriENE
,y,.;, '�:�' FOAM BACKER
�;�i �' ROD
;.�'.:
. ,.. .�,tt
JOINT DETAIL NO. 2
NOT TO SCALE
_ . LEGEND .,, ,. . . , ...., .,
- CONCRETE CURB =
'� � '�' EDGE OP ASPHALT -
EDGE OF GftAVEL �
CENTERLINE (UNLE55 NOTFD AS -
Sl1RVEY BAS�LWE)
------- PROPERTY IJNE �
— — — — R.O.W. LINE -
--------- EASEMENT IJNE
= ORAINAGE FLOW ARROW _
_ � HMAC TRANSITION _
.:�n!.1t'...'
'e+t,�a+�y+��! PROPOSm C(NJCREIE
�r..d8ii'v::�:,+{':
EXISTING CONCRETE TO BE REMOVED
_ AND REPLACED
E%ISTING CONCRETE TO BE REMOVED
`.�
CONSTRUCTION NOTES
1. FOR DEFORMED BAR SPLICES. LAP BARS 40 DIAMEIERS AND TIE.
= ET SHALL BE 6 SACK.
_ 2. ALL HAND POURS IN THE SIRE
3. EXI511NG CURB k WTTER, IF ANY, MUST BE SAWE� AS DIRECTEO BY THE ENqNEER.
4. ALL BLOCKOUTS SHALL BE 9' FROM BACK OF CURB, EXCEPT FOR INLETS. _
5. IF CURB SECTION IS POURED AFTER THE PAVING SLAB HAS BEEN CONSTRUCTEO, THE _
SUPERIMPOSED CURB MAY BE USEO AS AN ALTERNATE METH00 FOR CONSIRUCTING
THE ATTACHEO Cl1RB.
TABLE 1 TABLE 2
(SAWEU OUMMY JOINT DEPiH) I (PAVEMENT REINFORQNG SIEEL PLACEMENI) I
DIM T = T * I
PA�EMENT �IM T 4 �
THICHNESS d01NT DEP7H (PAVEMENT iHICNNE55) FACCE OFACON REIEJ
6' 11i" � � 6� r �
,• , r.• I I r �' I
e� Z� � I e� Z�� (
NOIE: ALL DOWELS TO B� PLACED AT T/2.
TABLE 3
(MAXIMUM TRANSVERSE CONTRACPON JOINT SPACINC)
PAVEMENT SIREET ROADWAY MAXIMUM
OESIGNAlION
IHICKNE55 CLA59FlCATION W1D1H SPACING
LL 24' 30'
RESIDENIIAL I l 20' 30'
6� SIFiEE75 I
L 30' 30'
IC ]6' 30'
ILL 24' 30' �
IL 28' 30'
�, RESIOENIIAL ( L 30' 30'
STREEiS
C �6' 30'
ML 40� 3�� I
ILL 24' 30' I
I L 28' 30' I
RESIOFNIIAL ( L 3�' 30'
SiREETS
g^ I C �6' 3U'
, IAC 4a' 30'
INDUSiPoAL ISU 50' 30'
SiREETs
MINOR M4U 54' 30'
ARIERIALS
NOTE; 7FiA SVERSE SAVSED D MMY ddNTS �I1ALL BE PL.:m
HALF-WAY BEiMEE11 1RANSVERSE LON'RYAClION JOINTS.
�
CITY OF FORT WORTH, TEXAS
�RANSPORTATION AND PUBLIC WORKS
INFRASTRUCTURE
MANAGEMENT DIVISION
REINFORCED CONCRETE PAVEMENT
CONSTRUCTION DETAILS
DESIGNED: I SCALE ( DATE: I SHEET
�RAWN: N/A � �
DRIVEWAY NOTES:
1. PROVIOE Xt' PREMOLDED EXPANSION JOINT
& SILICONE JOINT SEALANT, ONLY IF
CONNECIING TO E%ISTING CONCRETE �RIVE
OR SIOEWAL7( (SUBSIDIARY TO DRIVEWAY).
DOWEL INTO E%ISTNC CONCRETE DRIVEWAY
W1TH }bx24" BARS � 1B' O.C.
2. OUMMY JOINT IN ORIVEWAY RAMP IS
OPTIONAL IN 11'-0' ORIVEWAY ONLY.
3. SIOEWALK SLOPE SHALL BE Ya" PER F00T
TO iHE FACE OF C11R9, OR AS DIRECTED
BY 'I}1E ENGINEER.
4. SI�EWALK SECTION 1HRU DRI�EWAY TO BE
PO�Rm SAME hiICKNESS AS ORIVEWAY
APPROACH, ANO PAIO FOR AS DRIVEWAY
APPROACH. EXISTING SI�EWALK, IF ANY,
SHALL 6E REMOVED ANO REPLACED.
IPARKWAY DIM 'A' OIM 'e" �
wioni
I 10 1 9 '
I 11� TO 74� 2� TO 5� 9' �
I 15 TO 18' 3' TO 7' 17 (
I 20� TO 22� 5� TO 7 75' I
� 11'-0" FOR SINGLE DWY. I
18�-D" FOR OOU9LE DWY.
SEE NOTE i R�NFORCE 4' WALK
STAN�ARD WITH (/3 BARS �
�A (SEE 7pBLE) SIDEWALK A 10" O,C.B.W.
� � � R.O.W.
J— T �
i i / REINFORCE 6" � i i
r--4'-0'-� i DRIVE W//3 i i i
�(DUMMY JOINTi BARS iH' � � �
i SPAGNG) i 1 i i
i � O.C.B.W. i i �
B
(SEE i HALF LENGIH PAID AS
� i ( ATTACHED WR8
TA6LE) STD. CURB s� � � \ � (CONC. PA�EMENT ONLY)
k GUTTER 'r� / SEE i \ EXPANSION JOINT
� NOTE 2 i (EXCEPT SLIP-FORMED)
i
i
EXPAN�ON JOINT � A I �18" OR MATCH
(E%CEPT SLIP-FORMm) 10�-0" MIN. SINGLE DWY. AS DIRECTED
� 6Y ENGINEER
tY-0' MIN. DOUBLE DWY.
20'-0" MIN. SINGLE �WY.
� 27'-0" MIN. OOUBLE �WY.
PLAN VIEW
PAIO PEFt LF. AS WRB
� OR CURB k CUTTER
I I DRIVEWAY PAY LIMIT - I- 2'-9'
I /." RKWAY 'MDTF! I
(SEE (SEE 7ABLE)
TA9LE) �_y�_0" SIDEWALK � 1�-3" �18'—�
LAYDOKN STANDARD
CURB (SEE 51D.
3 z.y o m CURB
� SEE NOTE 3� U OETAIL)
i��� -: �a •�.<•T_..�r.-,+i �i•_�i�; ./.. �1. � � �� I �
� 2" SAND SEE NOTE 4 •/ �� ���
CUSHION OR
APPROVED
SUBGRADE �m STABIUZE�
SUBGRADE
�
a�
SEC110N A-A m
DRIVEWAY APPROACH
NOT TO SCALE
1 i'i'--�
J§" SLOPE�
PAVING SLAB
SEE TABLE� �„ � /
� �?,';.:.� :u-���1 J.�.•.. I�.
�M�
/7 BARS O �
24' O.C.9.W. PROPOSED SUBIX2ADE
PER i7PICAL ROAOWAY
SEC71aN
MONOLITHIC CURB
N0T TO SCALE
�J3 'U" BARS � 24' O.C.
(THESE BARS MUST BE ����
PLACED AT THE 71ME THE 6'-�
PA�ANG SIAB IS POURm) y}.
J§' SLOPE� _
PAVING SLAB �
SEE TABIE 2 1 ��/
-� ^• ..•;,: 1... �'� I
T-.— �.�. . ,.� ............. . .. �
$3 BARS m
24' O.C.B_W.
CON51ftUC71oN
JOINT
/-TAMPEO
/ TOPSOIL /�� `��
/� �3 CONT. � �\
� 3%P � \
I p �
� �� 1
�
3� �
�
/
�D � Z� /
\ 1Yt"---� � �,�
\ �_—i
SELECT
BACKFlLL
SECTION
SUPERIMPOSED CURB
NO7 TO SCALE
UMIT
TAMPED
TOPSOIL
SEIECT
BACKFlLL
SILICONE JOINT SEALANT
(SEE �EiAIL NO. 2)
X�" PREMOLDm EXPANSION
�,IOINT MATERIAL
SEE CURB �ETAIL y pEr_F00T
!: �.�. .,., aPOS.EA>',LK'e:�::;
': `.,�:����610��..:�:•�Si
ni;�' �:5a1'uy L. �' ��� 7
,t';I "
2' SAND
: ti:� ':'�r' ":. �:.:- CUSHION
i:�`::4:::':o;�:` ?u;Y, ,`3,,RA:;:�b`3
I . ,:,�'.'[S'i�; ...
EXPANSION JOINT
BETWEEN CURB & SIDEWALK
NOT TO SCALE
� SEE TABLE �
( HALF-WAY BETWEEN �
-�iTRANSVERSE
CONiRACTION JOINT
(/3 BARS �
24� O.FB.W
y5 x 36" DFFORME�
BARS � 19" O.C.
1RANS�ERSE C01._...__.._..
JqNT NiTH SItJGONE JOINT
SEALANT
TRPNSVERSE COMRACTION JOINT
WITH SILICONE JOINT SENI�NT � � BAGK OP CURB
`SAWED TRANSVERSE OUMMY JOIM � gAGK OF GURB
WITH SIt1CONE JOINT SEALAN(
PLAN OF STEEL LAYOUT
N0T TO SCALE
9' BLOCK-OUT fROM BACK OF ///END OF EACH BLOCK OIJ�
-�"0 x 18" SM007H E%PPNSION JOIMS �CURB FOR DRIVEWAY APPROACH� / W�LL BE SHOWN WITH A �BACK OF CURB SAWED DUMMY JOIN15
DOWELS @ 12' O.C. (SEE NOTE 4) � 7RANSVERSE JOIM
I j- --�1--� I
- LONGITUOINAL CONSiRUCTION
JOINT WITH SILICONE JOINT i � \ � � 1 � I I I I I
SEAUNT I I I I i i � � I I I
1 � � � �� I I 1 I I
; � , �;; ; � �
�4 x 36� DEFORMEO � `� I �. I I � j 1�
BARS O 18' O.F CONTRACTION JOINTS /
CONS�RUCTION JOWT �BACK OF CURB LCURB REfURN
CONTRAC710N JOINT 42" BLOCK-OUT FROM � CryP)
BACK OF CURB FIX3 �
ON-LINE INLETS, ANO 24' E%PPNSION JOINTJ g' BLOCK-OUT FROA1 BACK
EXPANSION JOIM � � BLOCK-OUT FROM BACK OF
MTERSECIING STREET (T1P.J CURB FOR RECESSEO INLETS OF CURB FOR INTF.RSECTION
(SEE NOTE 4) (SEE NOTE 4)
SPACING DIAGRAM FOR JOINTS & BLOCKOUTS
NOT TO SCALE
... . .. ..
LEGEND
CONCRE'IE GURB
"� � "� EDGE OP ASPHALT
EDGE Oi GRAVEL
CENTERLWE UNLE55 NOTEO AS
— SURVEY BAS LINE)
------- PROPERiY LINE
---- R.O. W. L M E
--------- EASEAIENT L1NE
DRAINAGE FLOW ARROW
� HMAC TRANSITION
r.:,.r,};
"Y�'�t`t'�;1' .
k't�r+,� PROPOSE� CONCRETE
3�fda�;i.,".�'�:
E%ISTING CONCRETE TO BE REMOVED
AND RFPLACED
� EXISTING CONCREIE TO BE RFMOVED
CONSTRUCTION NOTES
i, FOR DEFORMED BAR SPLICES, LAP BARS 40 �IAMETERS AND TIE.
2. ALL HAND POURS IN THE STREET SHALL BE 6 SACK.
3. E%1571NG CURB k WTiER, IF ANY, MUST BE SAWED AS DIRECTED BY THE ENqNEER.
4. ALL BLOCKOUTS SHALL BE H' FROM BACK OF CURB, EXCEPT FOR INLETS.
5. IF CURB SECTION IS POUREO AFTER THE PAVING SLAB HAS BEEN CONSTRUCiED, THE
SUPERIMPOSED CURB MAY BE USEO AS AN ALIERNATE METHOD FOR CONS7Rl1CTING
tHE ATTACHED CURB.
ITABLE 1
(SAWEO OUMMV JaINT �EPTH)
_ I OIM T= oIM T/4 -
PAVEMENT �plNi DEPTM
THICNNESS
� 6� ��'�
, � �• ��;•
I B• 2•
R
TABLE 2 (
(PAVEMENT REINFORONG S1EEL PLACEMENn
T * I
(PA�ElAENT i11CNNE55J (CLEARANCE FROM
FACE Of CONCREIE)
6� z� '
�' �' I
B' 2�' I
NOIE: ALL DOWELS TO BE PLACED AT T/2.
TABLE 3
(MAXIMUM TRANSYERSE CONiRACPON JOINT SPAqNG)
PAVEMENT STREET ROADWAY MA%IMUM
1HICKNE55 CL455FlCATON �SIGNATON µ�OIH SPACING
LL 24' 30'
RESIDpJ11�L I L 2B' 'A'
s� 57REET5 I
L i0' 3�•
IC 3ti• I 30•
ILL 24' 30'
IL 28' SO'
�. RESI�ENl1AL � L ]0' 30'
STREETS
C �6' 30' I
MC 40' 30'
IlL 24' 30' I
IL 28' 30' I
RESIDENIIAL I L 70' 3D' I
SiREEiS
g" I C 36' 30� I
MC 40' 30' I
IINDUSTPoAL 15U 5�' 30' '
Si1tEE15
MINOR M4U 54' 30' I
nRTE3ilAlS
NOTE: T2ANS RSE SAWED 0 MMY JdNTS S�IALL BE PLA�'ED
HAIF-WAY BETWEFN TftAN5VER5E GONIRACliON JOINTS.
�
�-
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS
INFRASTRUCTURE
MANAGEMENT DIVISION
REINFORCED CONCRETE PAVEMENT
CONSTRUCTION DETAILS
DRAWNED: I SCAN/A I DAT�: I' SHEE�