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CONTRACT DOCUMENTS
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-tENf ;)EPAITT J;fN .
HMAC SURFACE OVERLAY (2006-16)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 5251
TPW PROJECT NO. GS93-020930522900
MIKE MONCRIEF
MAYOR
2006
CHARLES R. BOSWELL
CITY MANAGER
ROBERT D. GOODE, P.E., DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS RADEMAKER, P.E., DIRECTOR
DEPARTMENT OF ENGINEERING
EXHIBIT "A"
Cl-, -J7Pf .,: 9 RCVJ
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2006-16)
ATV ARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 5251
TPW PROJECT NO. GS93-020930522900
MIKE MONCRIEF
MAYOR
2006
CHARLES R. BOSWELL
CITY MANAGER
ROBERT D. GOODE, P.E., DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS RADEMAKER, P.E., DIRECTOR
DEPARTMENT OF ENGINEERING
EXHIBIT "A"
rORJWORrn ~
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COUNCIL ACTION: Approved on 12/19/2006 -Ordinance No. 17322-12-2006
>ATE: 12/19/2006
C
REFERENCE NO.: **C-21901
CONSENT
LOG NAME: 30HMAC062-16
CODE: TYPE: PUBLIC HEARING: NO
,UBJECT: Authorize Execution of Contract with PAEE Engineering Company , for Street Work related to the
H .M .A.C . Surface Overlay 2006-16 Project at Various Locations and Adopt Related Appropriation
Ordinance
RECOMMENDATION:
t is recom ended that the City Council :
1. Authorize the City Manager to transfer $869 ,767 .00 from the Water and Sewer Operating Fund (i) to the
Water Capital Projects Fund in the amount of $651 ,322.00 and (ii) the Sewer Capital Projects Fund in the
amount of 218,445 .00 ;
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriation in the Water
i-capital Project Fund in the amount of $651 ,322.00 and the Sewer Capital Project Fund in the amount of
$218,4 4 5 .00 from available funds , and ;
. Authorize the City Manager to execute a contract with PAEE Engineering Company in the amount of
$790 ,750.00 for street work related to the H.M .A.C . Surface Overlay 2006-16 project at various locations.
DISCUSSION:
In the FY2005/2006 Contract Major Maintenance Program , various types of street ma intenance techniques
are grouped into specific contract packages for construction purposes .
The H.M.A.C . Surface Overlay 2006-16 project provides for street surface and base rehabilitation ,
replacement of failed curb and gutter, sidewalk and driveway approaches after the existing water and sewer
mains are replaced via a separate contract.
The applicable project streets and their limits are listed on the attached project summary sheet.
This project was advertised on June 8 and 15 , 2006 . On June 29 , 2006 , the following bids were received :
Bidders
PAEE Engineering Company
Peachtr ee Construction, Ltd .
JLB Co tracting , LP
Austin ridge & Road , LP
APAC-exas , Inc.
Amount
$ 790 ,750 .00
$ 850 ,485 .00
$ 921 ,126 .25
$ 973 ,323 .55
$1 ,079 ,740 .00
Time of Completion
95 Working Days
PAEE Engineering Company is in compliance with the City's M/WBE Ord in ance by committing to 41 percent
M/WBE participation . The City 's goal on this project is 17 percent.
In addi t ion to the $790,750 .00 contract cost, $51 ,340 (Water: $40,470 ; Sewer: $10 ,870) is required for
inspect ion , survey and other construction related tasks and $27 ,677 (Water: $17 ,792 ; Sewer: $9,885) is
required for project contingencies .
This project is located i n COUNCIL DISTRICT 4 .
FISCAL INFORMATION/CERTIFICATION:
The Fi nance Director certifies that upon approval of the above recommendations and adoption of the
attached ordinance , funds will be available in the current budget , as appropriated , of the Water and Sewer
Capital Projects Funds .
TO F und/Account/Centers
1&2 )P253 472045 606200196ZZ
1&2 )P258 472045 706200196ZZ
l )P253 531350 60620019652
2 P253 531350 60620019680
2)P 53 541200 60620019683
2)P253 531350 60620019684
2)253 531350 60620019685
2)P258 531350 70620019652
2)258 531350 70620019680
2)P258 541200 70620019683
2 )P 258 531350 70620019684
2)P258 531350 70620019685
P25 3 533010 604620019681
P253 531350 604620019691
P258 533010 704620019681
P258 531350 704620019691
$651,322.00
$21§_,445 .00
$8 ,000 .00
$900 .00
$610 ,852 .00
$6 ,000.00
$25 ,000 .00
R,000 .00
$300 .00
$207 ,575.00
$2 ,000 .00
$§_,000 .00
$70.00
$500 .00
$70 .00
$500 .00
FROM Fund/Account/Centers
1)PE45 5380 70 0609020 $651 ,322 .00
1 PE45 538070 07090 20 $218 ,4 45 .00
3)P253 541200 604620019683 $593 ,060.00
3)P258 541200 704620019683 $197 ,690.00
Submi tted for City Manager's Office by : Marc A. Ott (84 76 )
Originating Department Head:
Additional Information Contact:
A. Douglas "Rademaker (6157)
Abe Calderon (7963)
ATTACHMENTS
30HMAC062 -16 .pdf
ADDENDUM NO. 1
CITY OF FORT WORTH
HMAC 2006-16
AT VARIOUS LOCATIONS
DOE No. 5251
TPW PROJECT NO. GS93-020930522900
Addendum No. 1 Issue Date: June 20, 2006
Bid Receipt Date: June 29, 2006
T.p.is addendum forms part of the contract documents referenced above and modifies the original
Cpntract Documents. Acknowledge receipt of this addendum by signing and attaching it to the
Contract Documents (inside). Note receipt of the Addendum in the Bid Proposal and on the outer
e velope of your bid.
The primary purpose of this addendum is to clarify the number of working days to be allowed for
the completion of this project.
On page P-6 of the Proposal -Prospective bidders are advised that all work covered by this
contract document shall be completed within Ninety five (95) Working Days.
All other provisions of the plans, specifications and contract document for the project, which are
not expressly amended herein, shall remain in full force and effect.
· Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering
the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the
time of bid submittal.
Receipt Acknowledged: Department of Engineering
A. Douglas Rademaker, P .E.
Director
By:~~~
~.___.:rony Sholola, P.E.
Engineering Manager, DOE
1'0 /\ l1V1 Ul I U I .I. VULU
ADDENDUM NO. 2
CITY OF FORT WORTH
HMAC SURFACE OVERLAY (2006-16)
Addendum No. 2 Issue Date: June 21, 2006
Bid Receipt Date: June 29, 2006
This addendum fonns part of the contract documents referenced above and modifa:::s the
original Contract Documents. Acknowledge receipt oftbis addendum by signing and
attaching it to the Contract Documents (inside). Note receipt of the Addendum i.11 the Bid
Proposal and on the outer envelope of your bid.
Prospective bidders ne hereby informed of the f ollowjng:
1. The category for each street has been defined as whether it is a POL-50/50 or a
POL-JRCIP. The attached page sh.all replace the existing similar page and will
become part of the contract documents.
2. Page P-2 of the Proposal sh.all be deleted and replaced with the new Page P-2 that
is attached.
3. Page 20 SP-20 of the Special Provisions shall be deleted and replaced with the
new Page SP-20 that is attached.
All other p.i:ovisions of the plans, specifications and contract documents for the prc1ject
which are not expressly amended herein shall remain in foll force and effect.
Failure to return a signed copy of the addendum. with the Proposal shall be grounds for
rendering the bid non-responsive. A signed copy of this addendum shall be placed into
the Proposal at the time of bid submittal.
Receipt Acknowledged:
By:ffii,LJp K.cA.GM
Title: f f.e:?t QC;;~
Department of Engineering
A. Douglas Rademaker, P .E.
Director
By:~~
~Tony Sholola, P .E.
~ -Engineering Manager (DOE)
,<
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2006-16)
· ATV ARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 5252
TPW PROJECT NO. GS93-0209305522900
A. DOUGLAS RADEMAKER, P.E.
DIRECTOR, DEPARTMENT OF ENGINEERING
FARES,P.E.
STRUCTURE MANAGER
,·~· DATE
--Z--ab
DATE
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
DAVID TOWNSEND, P.E.
ENGINEER MANAGER WATER DEPARTMENT
Sealed Proposals for the following:
HMAC SURFACE OVERLAY (2006-16)
AT VARIOUS LOCATIONS
DOE No. 5251
TPW PROJECT NO. GS93-020930522900
Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas, will be received
at the Purchasing Office, City of Fort Worth, in the lower level of the Municipal Building, 1000
Throckmorton, Fort Worth, Texas 76102 until 1:30 p.m., Thursday, June 29, 2006, and then publicly
read aloud at 2:00 p.m., in the Council Chambers.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the
Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,
Texas 76102. One set of documents will be provided to prospective bidders for a deposit of twenty
dollars ($20.00), such deposit is non-refundable. Additional sets may be purchased on a non-refundable
basis . for twenty dollars ($20.00) per set. These documents contain additional information for
prospective bidders.
A pre-bid conference will be held at 1:00 P.M. June 20, 2006, 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:
9,195 L.F .
1,000 L.F .
26,830 S.Y.
26,830 S.Y.
550 TON
Removal and Replacement of C,mcrete Curb and Gutter
Wedge Milling 2"to O" Depth 5' Width
2" H.M.A.C. Surface Course (Type "D" Mix)
8" Pavement Pulverization
Cement
Included in the above will be all other miscellaneous items of construction as outlined in the Plans
and Specifications.
For additional information, please contact Abe Calderon, P.E., Project Manager at (817) 392-7963.
Advertising Dates:
June 8, 2006
June 15, 2006
COMPREHENSIVE NOTICE TO BIDDERS
Sealed Proposals for the following:
HMAC SURFACE OVERLAY (2006-16)
ATV ARIOUS LOCATIONS
DOE No. 5251
TPW PROJECT NO. GS93-020930522900
Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas, will be received
at the Purchasing Office, City of Fort Worth, in the lower level of the Municipal Building, 1000
Throckmorton, Fort Worth, Texas 76102 until 1 :30 p.m., Thursday, June 29, 2006, and then publicly
read aloud at 2:00 p.m., in the Council Chambers.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the
Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,
Texas 76102. One set of documents will be provided to prospective bidders for a deposit of twenty
dollars ($20.00), such deposit is non-refundable. Additional sets may be purchased on a non-refundable
basis for twenty dollars ($20 .00) per set. These documents contain additional information for
prospective bidders.
A pre-bid conference will be held at 1:00 P.M. June 20, 2006 in the Transportation and Public Works
Conference Room, 2nd Floor, Municipal Building, RM 270.
All bidders will be required to comply w ith Provision 5159a 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.
Bid security is required in accordance with Paragraph 1 of the Special Instructions to Bidders.
The major work on the above-referenced project shall consist of the following Paving Improvements:
9 ,195 L.F.
1,000 L.F .
26,830 S .Y.
26,830 S .Y.
550 TON
Removal and Replacement of Concrete Curb and Gutter
Wedge Milling 2"to O" Depth 5' Width
2" H .M.A.C . Surface Course (Type "D" Mix)
8" Pavement Pulverization
Cement
Included in the above will be all other miscellaneous items of construction as outlined in the Plans
and Specifications.
COMPREHENSIVE NOTICE TO BIDDERS (CONTD.)
The City reserves the right to reject any/or all bids and waive any and/or all formalities. Bidders shall
not separate, detach, or remove any portion, segment, or sheets from the contract document at any
time. Bidders must complete the proposal sections and submit the complete specification book or
face rejection of the bid as non-responsive.
AW ARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from
the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAVIER FORM, and/or the
GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The
award of contract, if made, will be within ninety (90) days after this documentation is received, but in
no case will the award be made until all necessary investigations are made as to the responsibility of
the bidder to whom it is proposed to award the contract.
Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt
time and acknowledging them at the time of the bid receipt. Information regarding the status of
addenda may be obtained by contacting the Department of Engineering at (817) 3 92-7910. Bids that
do not acknowledge all applicable addenda may be rejected as non-responsive.
Water and /or Sanitary Sewer main replacements must be completed (via a proceeding contract (s))
on project streets, before the HMAC surface overlay contract can begin. Prospective bidders, on this
HMAC project, are hereby advised that the City shall not grant compensation requests, to the HMAC
Contractor, in the event the water and/or sanitary sewer improvements are delayed and not completed
at the time the contract is awarded for the HMAC work. In addition, the contractor shall honor its
original unit bid prices regardless of such delays.
In accordance with the City of Fort Worth Ordinance No.15530, the City of Fort Worth has goals for
the participation of minority business enterprises and women business enterprises in City contracts.
A copy of the Ordinances can be obtained from the Office of the City Secretary. The bidder shall
submit the M/WBE UTILIZATION FORM, PR.IlvlE CONTRACTOR WAVIER FORM, and/or the
GOOD FAITH.EFFORT FORM ("Documentation"), as appropriate. The Documentation must be
received by the contracting department no later than 5:00 p.m., five (5) City business days after the
bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting
department to whom delivery was made. Such receipt shall be evidence that the Documentation was
received by the City.
The Managing Department for this project is the Department of Engineering. For additional
information, please contact Abe Calderon, P .E., Project Manager at (817) 3 92-7963.
CHARLES R. BOSWELL
CITY MANAGER
MARTHA HENDRIX
CITY SECRETARY
Advertising Dates:
June 8, 2006
June 15, 2006
A. DOUGLAS RADEMAKER, P .E.
DIRECTOR DEPARTMENT OF
ENGINEERING I I
By: /'7 t, 'J ~ n v {, /,
Tony Sholola, P .E .
Manager, Consulting Services
1.
2.
.:..
SPECIAL INSTRUCTIONS TO BIDDERS
BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of
Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid
submitted 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.
PROPOSAL: After proposals have been opened and read aloud, the proposals will be
tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the
application of such formulas .or other methods of bringing items to. a common basis as
may be established in the Contract Documents.
The total obtained by taking the sum of the products of unit prices quoted and the
estimated quantities plus any lump sum items and such other quoted amounts as may
enter into the cost of the completed project will be considered as the amount of the bid.
Until the award of the contract is made by the Owner, the right will be reserved to reject
any or all proposals and waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided, without in any way invalidating the unit prices bid or any other
· requirements of the Contract Documents.
3 . ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
Documents prior to the bid receipt Information regarding the status of addenda may be
obtained by contacting the Department of Engineering Construction Division at (817)
871-7910. Bids that do not acknowledge all applicable addenda will be rejected as non-
respons1ve .
SPECIAL INSTRUCTIONS TO BIDDERS
- I -
4. AW ARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City
business days from the date that the M/WBE UTILIZATION FORM, PRIME
CONTRACTOR W AIYER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") is received by the City.
5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shall meet the requirements of Chapter 225 3 of the
Texas Goyernment Code, as amended.
A. If the total contract price is $25,000 or less, payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
B. If the contract amount is in excess of $25,000, a Payment Bond shall be
executed, in the amount of the contract, solely for the protection of all claimants
supplying labor and material in the prosecution of the work.
C. If the contract amount is in excess of $100,000, a Performance Bond shall be
executed, in the amount of the contract conditioned on the faithful performance of
the work in accordance with the plans, specifications, and contract documents.
Said bond shall solely be for the protection of the City of Fort Worth.
D. A Two-year Maintenance Bond is required for all projects to insure the prompt,
full and faithful performance of the general guarantee as set forth in Paragraph 7
of the Special Provisio"ns.
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 proofrequired herein.
No sureties will be accepted by the City that are at the time in default or delinquent on ·
any bonds or which are interested in any litigation against the City. Should any surety on
the contract be determined unsatisfactory at any time by the City, notice will be given to
the contractor to that effect and the contractor shall immediately provide a new surety
satisfactory to the City
SPECIAL INSTRUCTIONS TO BIDDERS
-2-
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 ofthe City of Fort Worth, Texas, concerning liquidated damages for late
completion or projects.
7. EMPLOYMENT AND NON-DISCRJMINATION: The Contractor shall not
discriminate against any person(s) because of sex, race, religion, color or natio.nal origin
and shall comply with the provisions of sections i3A-21 through 13A-29 of the Code of
the City of Fort Worth (1986), as amended, prohibiting discrimination in employment
practices.
8 WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain
Construction is deleted and replaced with the following:
Compliance with and Enforcement of Prevailing Wage Laws
A. Duty to pay Prevailing Wage Rates.
The contractor shall comply with all requirements of Chapter 2258, Texas
Government Code (Chapter 2258), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the
prevailing wage rates in accordance with Chapter 2258. Such prevailing wage
rates are included in these contract documents.
B. Penalty for Violation.
A contrac~or or any subcontractor who does not pay the prevailing wage shall,
upon demand made by the City, pay to the City $60 for each worker employed for
each calendar day or part_ of the day that the worker is paid less than the prevailing
wage rates stipulated in these contract documents. This penalty shall be retained
by the City to offset its administrative costs, pursuant to Texas Government Code
2258 .023.
C. Complaints of Violations and City Determination of Good Cause.
On receipt of information, including a complaint by a worker, concerning an
alleged violation of2258.023, Texas Government Code, by a contractor or
subcontractor, the City shall make an initial determination, before the 31st day
after the date the City receives the information, as to whether good cause exists to
. believe that the violation occurred. The City shall notify in writing the contractor
or subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the contractor or
subcontractor has violated Chapter 2258, the City shall retain the full amounts
claimed by the claimant or claimants as the difference between wages paid and
wages due under the prevailing wage rates, such amounts being subtracted from
successive progress payments pending a final determination of the violation.
D. Arbitration Required if Violation Not Resolved.
SPECIAL INSTRUCTIONS TO BIDDERS
-3-
An issue relating to an alleged violation of Section 2258.023, Texas Government
Code, including a penalty owed to the City or an affected worker, shall be
submitted to binding arbitration in accordance with the Texas General Arbitration
Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and
any affected worker do not resolve the issue by agreement before the 15th day
after the date the City makes its initial determination pursuant to paragraph ( c)
above. If the persons required to arbitrate under this section do not agree on an
arbitrator before the 11th day after the date that arbitration is required, a district
court shall appoint an arbitrator on the petition of any of the persons. The City is
not a party in the arbitration. The decision and award of the arbitrator is final and
binding on all parties and may be enforced in any court of competent jurisdiction.
E. · Records to be Maintained.
The contractor and each subcontractor shall, for a period of three (3) years
following the date of acceptance of the work, maintain records that show (i) the
name and occupation of each worker employed by the contractor in the
construction of the work provided for in this contract; and (ii) the actual per diem
wages paid to each worker. The records shall be open at all reasonable hours for
inspection by the City. The provisions of the Audit section of these contract
documents shall pertain to this inspection.
F. Pay Estimates.
With each partial payment estimate or payroll period, whichever is less, the
contractor shall submit an affidavit stating that the contractor has complied with
the requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates.
The contractor shall post the prevailing wage rates in a conspicuous place at the
site of the project at all times.
H. Subcontractor Compliance.
The contractor shall include in its subcontracts and/or shall otherwise require all
of its subcontractors to comply with paragraphs (a) through (g) above.
I. (Wage rates are attached following the end this section.)
9 . FINANCIAL STATEMENT: A current certified financial statement may be required by
the Department of Engineering Director for use by the CITY OF FORT WORTH in
determining the successful bidder. This statement, if required, is to be prepared by an ·
independent Public Accountant holding a valid permit issued by an appropriate State
Licensing Agency.
10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor
must provide, along with executed contract documents and appropriate bonds, proof of
insurance for Workers Compensation (statutory); Comprehensive General Liability
($1,000,000 per occurrence, $2 ,000,000 aggregate); and Automobile Insurance
SPECIAL INSTRUCTIONS TO BIDDERS
-4-
._
($1,000,000 each accident on a combined single basis or $250,000 property
damage/$500,000 bodily injury per person per occurrence. A commercial business
policy shall provide coverage on "any auto", defined as autos owned, hired, and non-
owned). Additional lines of coverage may be requested. If such a request is made after
bid opening~ Contractor shall be entitled to additional compensation equal to 110% of the
additional premium cost. For worker's compensation insurance requirements, see Special
Instructions to Bidders -Item 16.
ADDITIONAL INSURANCE REQUIREMENTS:
A. The City, its officers, employees and servants shall be endorsed as an additional
insured on Contractor's insurance policies excepting employer's liability insurance
coverage under Contractor's workers' compensation insurance policy.
B. Certificates of insurance shall be delivered to the City of Fort Worth, contract
administrator in the respective department as specified in the bid documents, 1000
Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on
the contracted project.
C. Any failure on part of the City to request required insurance documentation shall
not constitute a waiver of the insurance requirements specified herein.
D. Each insurance policy shall be endorsed to provide the City a minimum thirty
days notice of cancellation, non-renewal, and/or material change in policy terms
or coverage. A ten days notice shall be acceptable in the event of non-payment of
premium.
E. Insurers must be authorized to do business in the State of Texas and have a
ctrrrent 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
$10,000.00 per occurrence unless otherwise approved by the City.
G. Other than worker's compensation insurance, in lieu of traditional insurance, City
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups. The City must approve in writing any alternative
coverage .
H. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
recovery in favor of the City.
I. City shall not be responsible for the direct payment of insurance premium costs
for contractor's insurance.
J. Contractor's insurance policies shall each be endorsed to provide that such
insurance is primary protection and any self-funded or commercial coverage
maintained by City shall not be called upon to contribute to loss recovery.
SPECIAL INSTRUCTIONS TO BIDDERS
• 5.
K. In the course of the project, Contractor shall report, in a timely manner, to City's
officially designated contract administrator any known loss occurrence which
could give rise to a liability claim or lawsuit or which could result in a property
loss.
L. Contractor's liability shall not be limited to the specified amounts of in$urance
required herein.
M. Upon the request of City, Contractor shall provide complete copies of all
insurance policies required by these contract documents.
11. NON-RESIDENT BIDDERS: Pursuant to Texas Govenunent 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.
"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 Department of E;ngineering
("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to
comply shall render your bid non-responsive.
Upon contract execution between the City of Fort Worth and the successful bidder, now
known as Contractor, a pre-construction meeting will be scheduled at which time the
Contractor is required to submit either Letters of Intent or executed agreements with the
M/WBE firm( s) to be utilized on this project. Such Letters of Intent or executed
SPECIAL INSTRUCTIONS TO BIDDERS
- 6 -
agreements shall include the following information:
1. Name of Contract
2. Name of M/WBE firm utilized
3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performed by the M/WBE firm
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 3 0 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
purposes.
• Reports are to be submitted monthly to the M/WBE Office, regardless of whether or
not the MIWBE firm has been utilized. If there was no activity by an M/WBE in a
particular month, place a "0" or "no participation" in the spaces provided, and provide
a brief explanation.
• The Contractor shall provide the M/WBE Office proof of payment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining, in detail:
a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
• If the Contractor foresees a problem with submitting participation reports and/or
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how.
and why in documentation.
SPECIAL INSTRUCTIONS TO BIDDERS
-7-
a. All requests for changes must be reviewed and pre-approved by the M/WBE
Office.
b. If the Contractor makes change(s) prior to approval, the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth, The Contractor will provide the
M/WBE Office with a Final Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor-City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call (817) 871-6104 .
Upon request, Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise (M/WBE)
on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books, records or files in its possession that will substantiate the
actual work performed by an M/WBE. The misrepresentation of facts ( other than a
negligent misrepresentation) and/or the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation ( other than a negligent misrepresentation) and/or commission of fraud
will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years.
13. AMBIGUITY: In case of ambiguity orJack of clearness in stating process in the
proposal, the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
14. PROGRESS PAYMENTS. FINAL PAYMENT. PROJECT ACCEPTANCE AND
WARRANTY:
a. The contractor will receive full payment (less 5% retainage) from the city for each pay
period.
b. Payment of the retainage will be included with the final payment after acceptance of the
project as being complete.
c . The project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
contractor and the City.
d. The warranty period shall begin as of the date that the final punch list has been
completed.
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment
becoming due and payable.
SPECIAL INSTRUCTIONS TO BIDDERS
- 8 -
f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the
city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city
shall make a progress payment in the amount that city deems due and payable.
g. In the event of a dispute regarding either final quantities or liquidated damages, the
parties shall attempt to resolve the differences within 30 calendar days.
15. AIR.POLLUTION WATCH DAYS: The Contractor shall be required to observe the
following guidelines relating to working on City construction sites on days designated as
"AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the
Metroplex area, runs from May 1, through October 31, with 6:00 a.m. -10:00 a.m. being
critical because emissions from this time period have enough time to bake in the hot ·
atmosphere that leads to early afternoon ozone formation.
The Texas Commission on Environmental Quality (TCEQ), in coordination with the
National Weather Service, will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS,.
the Contractor shall bear the responsibility of being aware that such days have been
designated AIR POLLUTION WATCH DAYS and as such shall not begin work until
10:00 a.m. whe11ever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
However, the Contractor may begin work prior to 10: 00 a.m. if use of motorized
equipment is less than 1-hour, or if equipment is new and certified by EPA as "Low
Emitting", or equipment 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 of7:00 a.m. -6:00 p.m., on a designated AIR POLLUTION WATCH
DAY, that day will be considered as a weather day and added onto the allowable weather
days of a given month.
16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
A. Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission, or a coverage
agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project, for the duration of the project.
Duration of the project -includes the time from the beginning of the work on the
project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in. 406.096) -includes all
persons or entities performing all or part of the services the contractor has undertaken
to perform on the project, regardless of whether that person has employees. This
SPECIAL INSTRUCTIONS TO BIDDERS
- 9 -
includes, without limitation, independent contractors, subcontractors, leasing
companies, motor carriers, owner-operators, employees of any such entity, or
· employees of any entity which furnishes persons to provide services on the project.
"Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project.
"Services" does not include activities unrelated to the project, such as food/beverage
vendors, office ·supply deliveries, and delivery of portable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all employees
of the contractor providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project, the contractor must, prior to the end of the
coverage period, file a new certificate of coverage with the goverrurtental 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 Cormnission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to:
(1) provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
SPECIAL INSTRUCTIONS TO BIDDERS
-10 -
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
providing services on the project, for the duration of the project;
(2) provide to the contractor, prior to that person beginning work on the project, a
certificate of coverage showing that coverage is being provided for all employees
of the person providing services on the project, for the duration of the project;
(3) provide the contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
( 4) obtain from each other person or entity with whom it contracts, and provide to
the contractor: •
(a) a certificate of coverage, prior to the other person or entity beginning work
on the project; and
(b) a new certificate of coverage showing extension of coverage, prior to the end
of the coverage period, if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter.
(6) notify the governmental entity in writing by certified mail or personal delivery,
within ten days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
(7) contractually require each person with whom it contracts, to perform as required
by paragraphs (1) -(7), with the certificates of coverage to be provided to the
person for whom they are providing services.
J. By sigping this contract or providing or causing to be provided a certificate of
coverage, the contractor is representing to the governmental entity that all employees
of the contractor who will provide services on the project will be covered by workers'
compensation coverage for the duration of the project, that the coverage will be based
on proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing _
false of misleading information may subject the contractor to administrative penalties,
criminal penalties, civil penalties or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract
by the contractor which entitles the City to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the a~ .
"The contractor shall post a notice on each project site informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify current coverage and report failure to provide coverage. This
SPECIAL INSTRUCTIONS TO BIDDERS
-11 -
notice does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Texas Workers' Compensation commission rules. Tiris
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."
"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 tci 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 becaus~ 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.
SPECIAL INSTRUCTIONS TO BIDDERS
-12-
--------,
END OF SECTION
SPECIAL INSTRUCTIONS TO BIDDERS
-13 -
ri:, : .,,t · ··.-:·.\·.:;·:. :'}:f,,:.:f{1§;,)t~:,.y~,,;.·\."~r,,"fl,)''>.?'-··:,· , -'..-: :-· .,· ~-,_·<,~...-,,·:.f,".C::.f f···:'·>. \,;S,.·X·~ · '·-/';c:,,,).:,.-~ .. :t'. · .• \ ·.· ,: ·,
•• •0 , :-"· ~-·-• ,·,·,· ;.,· • ' '· '--•• -.,,. fl<f@:"\"1f .. V f{f"tfl'~'{1'.@::::GrnrQ:@.t~t1· ,. -, .... ·'"·· ., .• ._ . ... --., .. : '. . ... J :,:,:, __ ·~:/-./~/:011:~:.~-?J{.;)::)·.-··<~±-~~fil®~~;lflJf~_iifil~~~x;J~:!{tf~i{t~~:'.-:: .. ,;·:_t\'i-t\);.~t:~:~:/·_..cl~:~i
Classifications Hrly Rts Classifications Hrly Rts
Air Tool Operator $10.06 Scraper Operator $11.42
Asphalt Raker $11 .01 Servicer $12.32
Asphalt Shoveler $8.80 Slip Form Machine Operator $12.33
Asphalt Distributor Operator $13.99 Spreader Box Operator $10.92
Asphalt Paving Machine Operator $12.78 Tractor operator, Crawler Type $12.60
Batching Plant Weigher .$14.15 Tractor operator, Pneumatic $12.91
Broom or Sweeper Operator $9 .88 Traveli ng Mixer Operator $12.03
Bulldozer operator $13 .22 Truck Driver-Single Axle (Light) $10.91
CarPi enter (Rough) $12.80 Truck Driver-Single Axle (Heavy) $11 .47
Concrete Finisher-Paving $12 .85 Truck Driver-Tandem Axle Semi-Trailer $11 .75
Concrete Finisher -Structures $13.27 Truck Driver-Lowboy/Float $14.93
Concrete Paving Curbing Mach. Oper. $12 .00 Truck Driver-Trans it Mix $12.08
Concrete Paving Fin ishing Mach. Oper. $13.63 Wagon Drill, Boring Machine, Post Hole Driller $14.00
Concrete Paving Joint Sealer Oper. $12 .50 Welder $13 .57
Concrete Paving Saw Oper. $13.56 Work Zone Barricade Servicer $10.09
Concrete Paving Spreader Oper. $14 .50
Concrete Rubber $10.61
Cra ~e. Clamshell, Backhoe, Derrick , Dragline, Shovel $14 .12
Electrician $18.12
Flagger $8.43
Form Buil der-Structures $1 1.63
Form Setter-Paving & Curbs $11.83
Fou ndation Drill Operator, Crawler Mounted $13 .67
Fou ndation Drill Operator, Truck Mounted $16.30
Front End Loader $12.62
Laborer-Common $9 .18
Laborer-Utility $10 .65
Mechanic $16 .97
Milling Machine Operator, Fine Grade $11 .83
Mixer Operator $11.58
Motor Grader Operator (Fine Grade) $15.20
Motor Grader Operator, Rough Oil er $14.50
Painter, Structures $13.17
Pavement Marking Machine Oper. $10.04
Pipe Layer $11.04
Roller, Steel Wheel Plant-Mix Pavements $11 .28
Roller, Steel Wheel Other Flatwheel or Tamping $10.92
Roller, Pneumatic, Self-Propelled Scraper $11.07
Reinforcing Steel Setter (Paving) $14 .86
Reinforcing Steel Setter (Structure) $16 .29
TO: l\1R, CHARLES R. BOSWELL
City Manager
Fort Worth, Texas
PROPOSAL
FOR: H .M.A.C. SURFACE OVERLAY (2006-16)
ATV ARIOUS LOCATIONS
DOE PROJECT NO. 5251
TPW PROJECT NO. GS93-020930522900
Fort Worth, Texas
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 Department of Engineering of the City of Fort Worth.
T otal quantities given in the bid proposal may not reflect actual quantities; however, they are given
for the purpose of bidding on and awarding the contract. The City also reserves the right to increase
or decrease quantities of individual pay items within the contract provided that the total contract
a mount 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 oerforming and completing the said work within the time stated and for the following
sums, to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM OIIANTTIY fBICES WRITIEN IN :WORDS fBICE AMOUNI
BID
S.P. 1 2EA. Project Designation Sign @
Tuo Hundtl!d Dollars
& No Cents Per EA. $ 200.00 $ 400.00
S.P. 2 1 L. s. Utility Adjustment @
Six Ibousand Dollars
& No Cents Per L.S. $ 6,000.00 $ 6,000.00
P-1
JUN-29 -2006 THU 06:43 AM City Of Fw-Engi neer. Dept
J -
FAX NO. 817 871 6828
SPltC PAY APPROX.
ITEM I:tEM QUANTITY
DESCRIPTION OF ITEMS WITH BID UNIT
406
4SO
SJ'.
406
4SO
S.P.
S.P.
104
502
S.P.
104
504
S.'P.
104
504
S.P.
300
310
340
S.P.
20R
S.P.
3
4
s
6A
6B
7
8
9
10 ·
PRICES WRIJ:IBN JN WQBDS
l O EA. Manhole Adjnstment @
Eout-ftuodred Dollan &
..lia Cents Per EA,
10 EA. Water Valve Boxes Adjustment@
.a.ILMbt..a.cc.-81.1.111J1D111d~n:d""--J&JD0llars &
__...N..._n __ Ceuts Per :EA.
10 EA. Water Meter Boxes Adjustment@
:Iblrf.)'•Elve OoUars &
.....,N ... a __ Cents Per-EA.
615 L.F. Removal and Replacement of Concrete
Curb and Gutter iD sections aB
Directed by Inspector
-r.-; Oollara &
(POLS ~/50)
~~
I V Q Cent, Per L.F.
9,SOO L.F. Removal and Replacement or Concrete
Curb and Gutter In its entirety (POL
@ ~ Dollan&
JRCIP)~
~ Cents Per L.F.
18SO S.Y. Removal and Replacementof6"
Concrete Driveway
___ __...Dollars &
___ Cents Per S.Y.
10 S.Y. Removal and Replacement or 4"
Concrete Sidewalk, @
---~--__uDollan &
_______ Cents Per S.Y.
20 C.Y. Remov:al and Replacement of
RM.A.C. Pavement and
Base (Base Rc1>air) @
------~Dollars &
_______ Cents .Per C.Y.
20 C.Y. Graded Crushed Stone,;@
_______ noll:ars &
______ Cents Per C.Y.
P-2
PRICE
$ 400.00
$ 300.00
$ 35.00
$ /)_f). "°
$
s
$
s
P. 04
TOTAL
AMmTNT
mn
$4,00.00
S 3,000.00
$3SO.OO
$
$
$
$
Addendum 2
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM OIIANII:r.Y EBICES WRITIEN IN :W:ORDS ERICE AMOIJNI
BID
406 3 10 EA. Manhole Adjustment @
450 Eo11c-H11odced Dollars & sfl::•o O
S.P. No Cents Per EA. $ 400.00
406 4 lOEA. Water Valve Boxes Adjustment@
450 IhCfi:::H•rndcfd Dollars & ?1000~ oo
S.P. No Cents Per EA. $ 300.00 $10,800
S.P. 5 lOEA. Water Meter Boxes Adjustment@
Ihiccy-Ein Dollars & '3 ':i'D I
c?D
No Cents Per EA. $ 35.00 $35.00
104 6 -4-8,11 ~ Removal and Replacement of
502 ¥ Goncre e Curb and Gutter @ PKA. fKq_ S.P. ollars & /):0 &)D Q. &J.1 ::3,c.o. Cl{) $"' -1" •
104 7 1,850 S.Y. Removal and Replacement of 6"
504 Concrete Driveway
S.P. ~ollars&·
'AA Cents Per S.Y. $ 44. CJD $ 61, 4ro.oo I
104 8 lOS.Y. Removal and R<lplacement of 4"
504 Cone Sidewalks@
S.P. ollars &
s 4D, oo
$ 400.t>o
300 9 20 C.Y. Removal and Replacement of
310 H.M.A.C. Pavement and
340 ~ S.P. ~ s c9$, oo 5; Joo. a $
208 10 20 C.Y. Graded Crushed Stones@
S.P. H5{1?J,-, Dollars & {;)6 s so. ov $~ OOD. Cents Per C.Y.
P-2
'
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM OIIANIIIY I!BICES WRITTEN IN l£0BDS !!BICE AMOllNI
BID
S.P. 11 1,000 L.F. Wedge Milling 2" to O" Depth
5.0' Wide@
~ Dollars&
Cents Per L.F. $ 4. bO 4 00 s I tJOO,
S.P. 12
liars & s f). 5D, (}i) $ 6)1 {)D0,oo
300 13 10 ~.
340 ~ ollars &
S.P. 0 s /00, OD $ I) ODD, OD
300 14 29,500 S.Y. 2"H.M.A.C. Surface Course
310 ~x)@
340 ollars & $ 8, ~ S c;;J.3/p/ ()OD,.Ot. f [o Cents Per S.Y. S.P.
104 15 10 S.Y. Removal and Replacement of 7"
360 o crete Valley Gutter @
S.P. ollars &
$ 80.00 $ 8oD. OD
360 16 50 S.Y. w 7" • oncrete Valley Gutter @
S.P. ~ ollars &
Cents Per S.Y. s (o5 , OD $ 3L<9~0. DD .
104 17 40S.Y. Standard 4" Reinforced Concrete
505 W eelchair Ramps @
S.P. ollars &
$ 5/J, Cl)
$ ~I /)OD .. fJi)
402 18 500 L.F.
500
620 ollars &
S.P. 8 {)i) $ 4, I OOC>. t)b $ •
P-3
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT
ITEM ITEM QUANTITY PRICES WRITTEN TN WORDS
502 19
504
275
S.P.
275
S.P.
20
21
22
23
106 24
S.P.
S.P.
104
504
S.P.
25
26
50 S.Y.
ave ent Pulverization @
,-.............,.,----ollars &
__._ .......... o_cents Per S.Y.
610 'J;'fi>N 1 C~me1 .~..1: ~ ~q~~llars&
N l) Cents Per TON
5 EA. Remobilization @
Five Hundred Dollars &
__._.N ...... o __ Cents Per EA.
urface Milling @
,-4,,!::;...:.~::;......,,a,Ollars &
)jt,tfj~'Jl.4~ents Per S.Y.
30 S.Y. Removal and Replacement of Exposed
5,Co c ete Aggregate Driveway @
<;4-.-*""+---ollars &
_.._.,'-"'-_Cents Per S.Y.
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PRICE
$ /;2.0 , OD
$ 500.00
s /, 7.s-
$ 80, tJo
TOTAL
AMQJJNT
BIil
$ cY1 OC>D, 0o
$2,500.00
SPEC PAY
ITEM ITEM
104 27
504
S.P.
S.P. 28
S.P. 29
S.P. 30
S.P. 31
S .P. 32
APPROX. DESCRIPTION OF ITEMS WITH BID
OIIANIIIY EBICES WRIIIEN IN l£0BDS
lOS.Y. Removal and Replacement of Exposed
~ a::::_cr eA regate Sidewalk @
ollars &
500 L.F. C ack Sealing of Existing Pavement @
~~..::;......_..,ollars &
Speed Cus ·on (30 ' Wide Street)@
LO.~~~:::,,i,ollars &
........., __ Cents Per EA.
TOTAL BID
P-5
UNIT TOTAL
J>BICE AMOl!NI
BID
$ j(){). OD $ /1 ODO, f;6
$ I, tTD $ Ql)0, DO
s /, 000 ,tx) $ t CJC>D, oo
s ~ OCO, ~o s loot>• oo
I. /I . Do j A r. t,o s 1 ~OD, s / 'f-{..,10,
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 .
.1:axts. 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.
he Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort
Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in, employment
practices.
The undersigned agrees to complete all work covered by these contract documents · within One
Hundred and Thirty-Five .(....2.5...) Working Days from and after the date for commencing work as set
forth in the written Work order to be issued by the Owner, and to pay not less than the "Prevailing
Wage Rates for Street, Drainage and Utility Construction" as established by the City of Fort Worth,
Texas.
Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid, the undersigned will
execute the formal contract and will deliver an approved Surety Bond for the faithful performance of
this contract. The attached deposit
check in the sum of _________________________ _
___________________ .Dollars($ is to become
the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the
event the contract and bond are not executed within the time set forth, as liquidated damages for
delay and additional work caused thereby.
The Contractor shall mobilize within ten (10) calendar days of the notice given by the Construction
Engineer for any of the locations, If the contractor fails to begin the work within ten (1 O) calendar
days, a $200 dollars liquidated damage will be asr.essed 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) · bet
Addendum No. 2 (Initials)~
Addendum No. 3 (Initials)_
(Seal)
Date: (o /r}_<J /o,
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 non-resident bidders. This law provides that, in order to be awarded a
contract as low bidder, non-resident bidders (out-of-state contractors whose corporate
offices or principal place of business are outside of the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the
lowest Texas resident bidder by the same amount that a Texas resident bidder would be
required too underbid a non-resident bidder in order to obtain a comparable contract in
the State in which the non-resident's principal place of business is located. The
appropriate blanks in Section A must be filled out by all out-of-state or non-resident
bidders in order for your bid to meet specifications. The failure of out-of-state or non-
resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Non-resident vendors in (give State), our principal place of
business, are required to be percent lower than resident bidders
by State law. A copy of the Statute is attached.
Non-resident vendors in (give State), our principal
place of business, are not required to underbid resident bidders.
B. Ou ~incipal place of business or corporate offices are in the State of Texas.
Bidder:
fAE-G E)JG,tfL}E.6(<.lf../(l;, Co,
Company
~7d4 SA-fFHIAG GIA · N
Address
{b LL&Yv,tl E Tf 7wTO Cf
City State Zip Title (Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
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FORT WORTH ---. W* "' 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 ,:nore ;: the M/W.BE goal is applicable.
If the total dollar value of the contract is l~ss than $2o~OOO, the MM/BE ciai 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
En erprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements
an regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid.
M/WBE PROJECT GOALS
The City's MBE/WBE goal on this project is _ __.J.__7.___% of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by
1t 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.
11 SUBMITTAL OF REQUIRED DOCUMENTATION
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The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications.
1. Subcontractor Utilization Form, if goal is received by 5:00 p.m ., five (5) City business days after the bid
me t 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
Ut:f ization Form , if participation is less than opening date, exclusive of the bid opening date.
sta ed goal:
3. Good Faith Effort and Subcontractor received by 5 :00 p.m., five (5) City business days after the bid
UtiUzation 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/supplier work: opening 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 ri,et or exceed goal. openinQ date, exclusive of the bid openini:i date.
FAILUl~E TO COMPLY WITH THE CITY'.S M/WBI: ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED
. . . . NON-RESPONSIVE TO SPECIFICATIONS . ..
Any questions, please contact the M/WBE Office at (817) 392-6104.
FORT WORTH
~
07 -07-06 A0 9 :1 7 IN
City of Fort Worth
Subcontractors/Suppliers Utilization Form
ATTACHMENT 1A
Page 1 of 4
PRIME COMPANY NAME: Check applicable block to describe prime
PA£; E:. G "161/'JS G~\tJ6 co.
PROJECT NAM E : M/W/DBE NON-M/W/DBE
lHMAc t'2_00/.o-/(p
City's M/WBE Project Goal:
%
Prime's M/WBE Project Utilization: PROJECT NUMBER
%
Id mtify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and -received by . th~ Managing
Department on or before 5:00 p.m : five (5) City business days after bid opening, ~xclusive of bid opening date,
will result rl ~he bid being considered non-re~ponsive to bid specifications: . . . . . .
The unde rs1gned Offerer agrees to enter mto a formal agreement with the M/WBE firm(s) listed m 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 specjfications ·
M/WBE s Ii ted 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 AW ARD.
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 D partment of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous
with Minority/Women Business Enterprise (M/WBE).
I If hauling ~ervices are utilize~, the prime will be given credit as long as the M/WBI:.:'listed owns and operates a! least
,.4 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 MIWBE credit. The M/WBE may lease truck~ from
oon-M(WBEs, including owner-operators; but will only receive credit for the fees and commissions earned; by ,the
M/WBE as outlined in the lease a eement. ·· ·
Rev. 5/30/03
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FORT WORTH ~
07 -07-06 A09 : 17 IN ATTACHMENT 1A
Page2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list M/WBE firms first, use additional sheets if necessary .
Certification N
(check one) 0
SUBCONTRACTOR/SUPPLIER T n
Company Name I N T Detail Detail
Address e M w C X M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B T D w
R 0 B E E C T E
A
ANt;>~ews f'AVING I v' V v f A'/6Mt:5JJT" PuL--$ ~5'e,, 12;,9
~ eoNSr~cr,v,J V6fZ.JZAi10/J &
p. 9. foot 7001 HMAC ()\)~-
DAL.-A'=>, 1){ 7S"Ztii LA'/
~ .. /17_~-?9~; ~il>f A lJ / ,, ..... _.. __ ---I
COIOftoJOJJ '2B:>l-Lfl~
' t/ v' V Co~GTE tlliss, ooo,~ p. ~-~ l(o'Z32? ~Eel-Ml)(
Fb~l Wo~Tt-tTx7'11'J SUPfL'/
;) f;J -75'J-1'} I'}
~) PY11-1sq-111 &
PUSTRoL J,JC V W et,GrE, JJ\Ut rJ' i 1 J~,oco,~
p .. (). ~ 172B S>ttBFAC6
Mll.WNei
RDANoKe.,1,c 7(pzroz e>ur-r G3 ,ors f;J7.4aD-$168 .. :.dql-.2 ~6.4.
e,~eo . V eo05w.uC!:Ff aJ El ro, ooo, oo
2~0~ WILLDWE,P,rok CotJCl<.GT~
f;>ALLAs T~ 7~22t; MA-i'eRlAL~
i)2J4·~2-oq1 <Suf'fL'/
::> 214-852-702D
Lu1vA TR.MeK,,v r::, IV !v' \iAUL,rJfu lOf 6otL ~ ~8 1 ODO. oo
'21 oo Vj, 6YLJIA N ii! -AG.&RG&A'6
fo~-Y-D'2..Tr\ ~~lAL
1')( 7Cotl\ Sl,,\rfL'/
1') Bt1-Bo4--Bq1q
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Rev. 5/30/03
Ju l 06 06 09 :32p A NOREWS PAV ING .............. ~ ·-.-:,--J-
\:I /ltjjojo~4
tn r...;1o-4102
p .-1
p.2
~ DOE __ PROJECT __ Bl> NUIIBEfL._
(Pteae c:llec:11 ane)
5251
Minority#Women Businen Enlerprite Office
LETTER OF INTENT TO PERFORM AS A SUBCONTRACTORtSUBCONSUL TANT
(NOTE: Punsun to 1he City of Fort Wall~ ()\fn;n:e, IWWBE Inns pa'1i:lpaling iJ 118 program must "8"9 cu11'811t oerfification slalus wil'I
lie City ct Fort Wor1tl prier lo IIIWlld or a connct w!Mn 1hey ae ClOlllled coinras a,t>connctiflg patcp,ton. r the ay or Fort Wor11 oetermi.,as
1JI et a firm Is nat•n eliglJle MIW8E lrm forCilJ cl Fort WofUI UIOiiiliKts. ttlathl should inmedal!ly sl1llrNt a mnJ)leted C8Jlllcation applcdon
to th North Cenhl Tua RlglDnat Ceilfaliun lflerler (NCTRCA), 8M Six Rags Cme, 9118 216. Allillgllln, TX 78011.J
1. Maned Project !:!MC Overiay (2006-16) at VariollS Locations
2. Name o1 o111n.tjplil• md!acu ___ ~ ... AEEs:..,.Et=m-·..,,m=rinQ.....,Co=. ---------------
3. The undersigned is p,apll'9d lo perfa,m h falkNing clemiled work andfar SIIPP)' lhe rnatl!lria lilled in oonne~ will tie
abcWe pmjed (wtlete applicable specify "s~ or "install" or boll}:
About 29,500 SY 8" Pavement Pulyerization and a>nstroction d 29,500 SY T HMAC overtay
---------------------·• ,-prioeofS .,,za..,._,1.,,.2Swi.oo ____ _
Andrews Paving & ConstructiQn z/1::/o1z
AFflDAffl OF FMtE CONTRACTOR
I rEfEBV ~111:) AFflW lbat 1,--:Alllip=~l<.:ls.JMzgfpga:i,.,_ ________ arn hclq ~ llllpiW:taheaf
Oae11e (o..Mllllol1IIIIAIMI
fac:11 llt tDrfl n Ilia Le\ler d lna.t ID Plrfoffll . To the belt cl 111J llnolllldg9. Nu.,Nlon and bellf, ht lacts in lhis fam Mt 1/UI, and no
mateial fads 1-....., omllad.
Pursuant ID lie City d Fort \Norttl MM6E Ordinalee, a,y person fantily] Y.tlo makes a false or 1i'audufent stalement in oonneclon
with periapatlon rS a t.t'WBE In any City d FCllf Wort, ooncract 111ay be ref8ned tar debarment ptocedures nler ht City ~ Fort
Worfl Wt.'BE Ordinance.
I do ICllemnly ,_ or dnn tlal lie ~ ccnlained hMln _, the lnbmalion provided by Iha Prrne Coahdof are we
and oonect, and that I an arthoriDd on Waif of~ Prime CClnlnldDr t> make la dtM.
PHILLF K. AGBQ.E
(811) 97ft6139 / (§17>410-4102
05/19/03
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FORT WORTH 07 -0 '"/-06 .A.09 :1'/ IN
ATTACHMENT 1A
Page4 of 4
~-
Total Dollar Amount ofM/WBE Subcontractors/Suppliers $ 324, I 2S. cro
Total Dollar Amount ofNon-M/WBE Subcontractors/Suppliers $ 12,000, ou
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 34&,, ,~5 I
()0
I
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 ot designee. thrm1gh the submittal of a Request for Approval oJ
Cha Jge/Addition: Any unjustified change or deletion shalLbe a material breach of contract and may result in debannent in
accot d 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
w ill affect the final compliance determµiation.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and
ace rate information regarding actual work performed by all subcontractors, including M/WIDBE(s) arrangements
submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held
by their company . The bidder agrees to allow the transmission of interviews with owners, principals, officers , employees
and I applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
pert;ormed 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 ot less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements .
An)l failure to comply with this ordinance and create a material breach of contract may result in a determination of an
irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year.
Printed Signature
Title Contact Nameffitle (if different)
St7-q1s-{p1 act IB11-4tD-4ID2
Telephone and/or Fax /
Co.
Company Name
e~w.~~e ,, C<;McPt::.L. 1..xC
1/o &; /'J.oDG, .
cuz .. /\J.
Address
CoLLG'/\JtLLE-
city/state/zip o&te
Rev . 5/30/03
SPECIAL PROVISIONS
FOR: H.M.A.C. SURFACE OVERLAY (2006-12)
ATV ARIOUS LOCATIONS
DOE PROJECT NO. 5211
TPW PROJECT NO. GS93-020930522960
50/50 CONTRACT
1. SCOPE OF WORK:
The work covered by these details and specifications consists of the removal (only) of all
existing traffic buttons, removal and replacement of existing concrete curb and gutter and
driveways and existing base repair and the addition of a new surface layer of H.M.A.C. for
those streets designated as Mill Overlay (MOL). For those streets designated as Pulverized
Overlay (POL), the work consists of the same removal and replacement items as described
above, surface & base rehabilitation of existing pavement with cement and the addition of a
new surface layer of H.M.A.C. These items are described in the Special Provisions of these
specifications. The work also consists of all other miscellaneous items of construction to be
performed as outlined in the details and specifications which are necessary to satisfactorily
complete the work. These streets will have water/sanitary sewer line replacement by others
prior to any pavement work.
Water and/or sanitary sewer main replacements must be completed (via a proceeding contract
(s)) on project streets, before the HMAC surface overlay contract can begin. Prospective
bidders, on this HMAC project, are hereby advised that the City shall not grant compensation
requests, to the HMAC Contractor, in the event the water and/or sanitary sewer
improvements are delayed and not completed at the time the contract is awarded for the
HMAC work. In addition, the contractor shall honor its original unit bid prices regardless of
such delays.
The Contractor shall mobilize within ten (10) calendar days of the notice given by the
Construction Engineer for any locations. If the contractor fails to begin the work within ten
(10) calendar days, a $200 dollars liquidated damage will be assessed per Block per day.
It shall be the responsibility of the prospective bidder to visit the project sites and make
such examinations and explorations as may be necessary to determine all conditions that
may affect construction of this project. Particular attention should be given to methods of
providing ingress and egress to adjacent private and public properties, procedures for
protecting existing improvements and dispo~ition of all materials to be removed. Proper
consideration should be given to these details during preparation of the Proposal and all
SP-1
unusual conditions that may give rise to later contingencies should be brought to the
attention of the City prior to the submission of the Proposal. The contractor shall verify
these locations with the Construction Engineer.
For street locations see list at the back of this document. At the sole discretion of the City,
the City reserves the right to add, delete or substitute streets in this contract. The City also
reserves the right to increase or decrease quantities of individual pay items within the
contract provided that the total contract amount remains within plus or minus (±) 25% of
the contract award. The contractor is not entitled to any additional compensation or
renegotiation of individual pay item bid prices.
All short turnouts that intersect with a street to be repaired shall be included in this contract,
even though they may not be listed with the street locations at the back of this document due to
their size. The contractor shall verify these locations with the Construction Engineer prior to
construction. The construction of these turnouts includes; but, is not limited to, milling,
cleaning, tack coating, overlaying and facility adjusting.
Total quantities given in the bid proposal may not reflect actual quantities, but represent the
best estimate based on a reasonable effort of investigation; however, they are given for the
purpose of bidding on and awarding the contract.
2. AW ARD OF CONTRACT:
Contract will be awarded to the lowest responsible bidder.
3. SUBMITTALS FOR CONTRACT AW ARD:
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.
SP-2
4. WORKING DAYS:
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 Contractor also agrees to complete the final punch list within ten (10) days after receiving
it. If the Contractor fails to complete the work within ten (10) days, the counting of the
number of days to complete the Contract will resume and liquidated damages shall be
charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the
Standard Specification for Street and Storm Drain Construction of the City of Fort Worth,
Texas.
5. EARLY WARNING SYSTEM FOR CONSTRUCTION:
Time is of the essence in the completion of this contract. In order to insure that the
contractor is responsive when notified of unsatisfactory performance and/or of failure to
maintain the contract schedule, the following process shall be applicable:
The work progress on all construction projects will be closely monitored. On a bi-monthly
basis the percentage of work completed will be compared to the percentage of time charged
to the contract. If the amount of work performed by the contractor is less than the
percentage of time allowed by 20% or more (example: 10% of the work completed in 30%
of the stated contract time as may be amended by change order), the following proactive
measures will be taken:
A. A letter will be mailed to the contractor by certified mail, return receipt
requested demanding that, within 10 days from the date that the letter is
received, it provide sufficient equipment, materials and labor to ensure
completion of the work within the contract time. In the event the
contractor receives such a letter, the contractor shall provide to the City an
updated schedule showing how the project will be completed within the
contract time.
B. The Project Manager and the Directors of the Department of Engineering,
and Department of Transportation and Public Works will be made aware of
the situation. If necessary, the City Manager's Office and the appropriate
city council members may also be informed.
SP-3
C. Any notice that may, in the City's sole discretion, be required to be
provided to interested individuals will distributed by the Engineering
Department's Public Information Officer.
D. Upon receipt of the . contractor's response, the appropriate City
departments and directors will be notified. The Engineering Department's
Public Information Officer will, if necessary, then forward updated notices
to the interested individuals.
E. If the contractor fails to provide an acceptable schedule or fails to perform
satisfactorily a second time prior to the completion of the contract, the
bonding company will be notified appropriately.
6. RIGHT TO ABANDON:
7.
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.
CONSTRUCTION SPECIFICATIONS:
This contract and project are governed by the two following published specifications, except as
modified by these Special Provisions:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-
CITY OF FORT WORIB and STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION-NORTH CENTRAL TEXAS. General Provisions shall be those of the Fort
Worth document rather than Division 1 of the North Central Texas document.
A copy of these specifications may be purchased at the office of the Department of
Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas
76102. The specifications applicable to each pay item are indicated in the call-out for the pay
item in the Proposal. If not shown, then applicable published specifications in any of these
documents may be followed at the discretion of the Contractor.
SP-4
8. CONTRACT DOCUMENTS:
Bidders shall not separate, detach or remove any portion, segment or sheets from the contract
documents at any time. Failure to bid or fully execute contract without retaining contract
documents intact may be grounds for designating bids as "non-responsive" and rejecting bids
or voiding contract as appropriate and as determined by the Director of the Engineering.
9. MAINTENANCE STATEMENT:
The Contractor shall be responsible for defects in this project due to faulty materials and
workmanship, or both, for a period of two (2) years from date of final acceptance of this project
by the City of Fort Worth and will be required to replace at his expense any part or all of the
project which becomes defective due to these causes. See Special Instructions to Bidders Item
No. 14 for further requirements.
10. TRAFFIC CONTROL:
The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part
of the "Street Use Permit" a traffic control plan is required. The Contractor shall be
responsible for providing traffic control during the construction of this project consistent with
the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control
Devices for Streets and Highways" issued . under the authority of the "State of Texas Uniform
Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statues,
pertinent sections being Section Nos. 27, 29, 30 and 31.
A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic
Engineer @817-392-8712 at least 10 working days prior to the preconstruction conference.
Although work will not begin until the traffic control panel has been reviewed, the
Contractor's time will begin in accordance with the time frame established in the Notice to
the Contractor.
The Contractor will not remove any regulatory sign, instructional sign, street name sign, or
other sign which bas been erected by the City. If it is determined that a sign must be removed
to permit required construction, the Contractor shall contact the Transportation and Public
Works Department, Signs and Markings Division (phone number 871-7738), to remove the
sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a
temporary sign meeting the requirements of the above referenced manual and such temporary
sign must be installed prior to the removal of the permanent sign. If the temporary sign is not
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installed correctly or if it does not meet the required specifications, the permanent sign shall be
left in place until the temporary sign requirements are met. When construction work is
completed to the extent that the permanent sign can be re-installed, the Contractor shall again
contact the Signs and Markings Division to re-install the permanent sign and shall leave his
temporary sign in place until such re-installation is completed.
The Contractor shall limit his work within one continuous lane of traffic at a time to minimize
interruption to the flow of traffic upon the approval of the City Engineer.
Work shall not be performed on certain locations/streets during "peak traffic periods (9 a.m.
to 4 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."
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.
See Special Instructions to Bidders Item No. 15, for further work time restrictions on "Air
Pollution Watch Days" with substantial use of motorized equipment.
11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
The contractor shall submit a schedule showing the construction start and finish dates for
each street of the project to the inspector at the pre-construction conference. 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) 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 TPW & DOE project numbers
o Expected dates of construction
o Contractors and project inspector's contact information
SP-6
A sample notice/flyer will be provided to the contractor at the pre-construction meeting.
The Electronic version of the notice/flyer can be obtained from the Construction office at
(817) 871-8306.
In addition, a copy 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.
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)
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) day notification/flyer prior to beginning the construction activity.
All work involved with the notice/flyer shall be considered subsidiary to the contract price
and no additional compensation shall be made.
12. PAYMENT:
The Contractor will receive bi-weekly payment (minus 5% retainage) from the City for all
work for each pay period. Payment of the remaining amount shall be made with the final
payment, and upon acceptance of the project. See Special Instructions to Bidders Item No. 14
for further requirements.
13. DELAYS:
The Contractor shall receive no compensation for delays or hindrances to the work, except
when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to
provide information or material, if any, which is to be furnished by the City. When such extra
compensation is claimed a written statement thereof shall be presented by the Contractor to
the Engineer and if by him found correct shall be approved and referred by him to the Council
for final approval or disapproval; and the action thereon by the Council shall be final and
binding. If delay is caused by specific orders given by the Engineers to stop work, or by the
performance of extra work, or by the failure of the City to provide material or necessary
instructions for carrying on the work, then such delay will entitle the Contractor to an
equivalent extension of time, his application for which shall, however, be subject to the
approval of the City and no such extension of time shall release the Contractor or the surety on
his performance bond from all his obligations hereunder which shall remain in full force until
the discharge of the contract.
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14. DETOURS AND BARRICADES:
The Contractor shall prosecute his work in such a manner as to create a minimum of
interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian
traffic within the project area. Contractor shall protect construction, as required by Engineer,
by providing barricades.
Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers
and Warning and/or Detour Signs", Item 524, and/or as shown on the plans.
Construction signing and barricades shall conform with the latest edition of the "Texas
Manual on Uniform Traffic Control Devices, Vol. No. 1 ".
15. DISPOSAL OF SPOIL/FILL MATERIAL:
Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the
Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator
(" Administrator"), of the location of all sites where the contractor intends to dispose of such
material. Contractor shall not dispose of such material until the proposed sites have been
determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the
City of Fort Worth (Ordinance No. 10056) and a flood plain permit issued. All disposal sites
must be approved by the Administrato·r 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 io a known flood plain or by a Flood Plain Fill Permit
authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit,
including any necessary engineering studies, shall be at Contractor's expense. In the event that
the Contractor disposes of spoil/ftll material at a site without a fill permit or a letter from the
Administrator approving the disposal site, upon notification by the Director of the Department
of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of
such materials in accordance with the Ordinance of the City and this section.
No temporary storage of material, rubble, equipment or vehicles within parkway is allowed.
Damage to sodded/landscaped areas shall be replaced at Contractor's expense to the
satisfaction of City Engineer.
16. ZONING 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.
17. PROPERTY ACCESS:
18.
Access to adjacent property shall be maintained at all times unless otherwise directed by the
Engineer.
CONSTRUCTION SCHEDULE:
Contractor shall be responsible for producing a project schedule at the pre-construction
conference. This schedule shall detail all phases of construction, special coordination with
schools (see Item No. 10 Traffic Control for details), including project clean up, and allow
the contractor to complete the work in the allotted time. Contractor will not move on to the
job site nor will work begin until said schedule has been received and approval secured from
the Construction Engineer. However, contract time will start even if the project schedule
has not been turned in. Contract start date would be outlined in the pre-construction work
order notice. Proiect schedule will be updated and resubmitted at the end of every
estimating period. All costs involved with producing and maintaining the project schedule
shall be considered subsidiary to this contract.
19. SAFETY RESTRICTIONS-WORK NEAR 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 TIDS EQUIPMENT WITHIN SIX
FEET OF IDGH 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.
SP-9
(3) When necessary to work within six feet of high voltage electric lines, notification shall
be given the power company (TXU Electric Delivery) which will erect temporary
mechanical barriers, de-energize the line, or raise or lower the line. The work done by
the power company shall not be at the expense of the City of Fort Worth. The notifying
department shall maintain an accurate log of all such calls to TXU Electric Delivery
and shall record action taken in each case.
(4) The Contractor is required to make arrangements with the TXU Electric Delivery for
the temporary relocation or raising of high voltage lines at the Contractor's sole cost
and expense.
(5) No person shall work within six feet of a high voltage line without protection having
been taken as outlined in Paragraph (3).
20. RIGHT TO AUDIT:
Contractor agrees that City shall, until the expiration of three (3) years after final payment
under this contract is made by City, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of Contractor involving
transactions relating to this contract. Contractor agrees that City shall have access during
normal working hours to all necessary Contractor facilities and shall be provided adequate
and appropriate workspace in order to conduct audits in compliance with the provisions of
this section.
Contractor further agrees to include in all its subcontracts hereunder a provision to the
effect that the subcontractor agrees that City shall, until the expiration of three (3) years
after final payment under the subcontract, have access to and the right to examine any
directly pertinent books, documents, papers and shall be provided adequate and appropriate
work space, in order to conduct audits in compliance with the provisions of this article
together with Article VI. City shall give the subcontractor reasonable advance notice of
intended audits.
Contractor and subcontractor agree to photocopy such documents as may be requested by
City. City agrees to reimburse Contractor and/or subcontractor for the cost of copies at the
rates as contained in the Texas Administrative Code at the time payment is made.
SP-10
21. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor Covenants and agrees to ~ndemnify City's Engineer and Architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor
covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City,
its officers, servants and employees, from and against any and all claims or suits for
property loss, property damage, personal injury, including death, arising out of, or alleged
to arise out of, the work and services to be performed hereunder by Contractor, its officers,
agents, employees, subcontractors, licensees or invitees, whether or not any such injury,
damage or death is caused, in whole or in part, by the negligence or alleged negligence of City,
its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify
and hold harmless the City from and against any and all injuries to City's officers, servants
and employees and any damage, loss or destruction to property of the City arising from the
performance of any of the terms and conditions of this Contract, whether or not any such
injury or damage is caused in whole or in part by the negligence or alleged negligence of City,
its officers, servants or employees.
In the event City receives a written claim for damages against the Contractor or its
subcontractors prior to final payment, final payment shall not be made until Contractor
either (a) submits to City satisfactory evidence that the claim has been settled and/or a
release from the claimant involved, or (b) provides City with a letter from Contractor's
liability insurance ·carrier that the claim has been referred to the insurance carrier.
The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth
public work from a Contractor against whom a claim for damages is outstanding as a result
of work performed under a City Contract.
22. SUBSTITUTIONS:
The specifications for materials set out the minimum standard of quality that the City
believes necessary to procure a satisfactory project. No substitutions will be permitted until
the Contractor has received written permission of the Engineer to make a substitution for the
material that has been specified. Where the term "or equal", or "or approved equal" is used,
it is understood that if a material, product, or piece of equipment bearing the name so used is
furnished, it will be approvable, as the particular trade name was used for the purpose of
establishing a standard of quality acceptable to the City. If a product of any other name is
proposed substitutes is procured by the Contractor. Where the term "or equal", or
. "approved equal" is not used in the specifications, this does not necessarily exclude
alternative items or material or equipment which may accomplish the intended purpose.
However, the Contractor shall have the full responsibility of providing that the proposed
substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the
sole judge of the acceptability of substitutions. The provisions of the sub-section as related to
"substitutions" shall be applicable to all sections of these specifications.
23. WATER FOR CONSTRUCTION:
Water for construction will be furnished by the Contractor, at bis own expense.
24. SANITARY FACILITIES FOR WORKERS:
The Contractor shall provide all necessary conveniences for the use of workers at the project
site. Specific attention is directed to this equipment.
25. MATERIAL STORAGE:
Material shall not be stored on private property unless the Contractor bas obtained
permission from the property Owner.
26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS:
The Contractor shall take adequate measures to protect all existing structures,
improvements and utilities, which may be encountered.
27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC:
The Contractor's particular attention is directed to the requirements of Item 7, "Legal
Relations and Responsibilities to the Public" of the "Standard Specifications for Street and
Storm Drain Construction".
28. CONSTRUCTION
The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its
employees and all contractors and their sub-contractors must comply with this program as a
condition of the · contract. All active sewer manholes, regardless of depth, are defined, as
"permit required confined spaces". Contractors will be required to complete the "CONFINED
SP-12
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.).
NON-PAY ITEM No. 1 -SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust
Control" shall apply. However, no direct payment will be made for this item and it shall be
considered incidental to this contract.
NON-PAY ITEM NO. 2 -REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE:
All traffic buttons shall be removed from the existing asphalt surface before resurfacing
begins. The contractor shall be responsible for the removal of all buttons. Upon completion of
the job the City will install new buttons after proper notification.
The contractor shall also be responsible for all materials, equipment and labor to place
temporary adhesive lane marking tape, at locations as directed by the Construction Engineer,
to direct traffic flow until permanent markers are installed.
The contractor shall notify the Construction Engineer to arrange for the replacement of the
buttons and adhesive lane markers (arrows, etc.). All costs to the contractor shall be figured as
subsidiary to this contract.
NON-PAY ITEM No. 3-LOCATION AND EXPOSURE OF MANHOLES AND WATER
VALVES:
The contractor shall be responsible for locating and marking previously exposed manholes and
water valves in each street of this contract before the resurfacing process commences for a
particular street.
The contractor shall attempt to include the Construction Engineer or his designee (if
available) in the observation and marking activity. In any event, a street shall be
completely marked a minimum of two (2) working days before resurfacing begins on
the street. Marking the curbs with paint is a recominended procedure.
SP-13
It shall be the contractor's responsibility to notify the utility companies that he has
commenced work on the project. As the resurfacing is completed (within same day), the
contractor shall locate the covered manholes and valves and expose them. Upon
completion of a street the contractor shall notify the utilities of this completion and
indicate the start of the next one in order for the utilities to adjust facilities accordingly.
The following are utility contact persons: 1>
Company
SBC -Telephone
TXU Electric Delivery
Downtown
-other than Downtown
Atmos Energy (Gas) -
CFW Street Light and Signal
Storm Drain
Water & Sewer
Telephone Number
817-338-6202
214-384-3732 Cell
817-215-6424
817-215-6688
817-215-4306
817-871-8100
817-871-8100
817-212-2686
817-992-0130 Cell
817-212-2633
817-991-8102 Cell
Contact Person
Mr. Gary Ti/Lory
Mr. Scott King
Mr. Robert Martinex
Mr. Roger Oliver
Mr. Dwayne Cox
Mr. Roger Martin
Mr. Gordon Couch
Mr. Steve Tackett
Mr. Ron Dacus
Of course, under the terms of this contract, the contractor shall complete adjustment of the
storm drain and Water Department facilities, one traffic lane at a time within five (5) working
days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may result in the shut
down of the resurfacing operation by the Construction Engineer.
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.
SP-14
NON-PAY ITEM No. 4 ·-PROTECTION OF TREES, PLANTS AND SOIL:
All property along and adjacent to the Contractor's operations including lawns, yards,
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 871-5738. All tree work shall be in compliance with
pruning standards for Class II Pruning as described by the National Arborist Association.
A copy of these standards can be provided by calling the above number. Any damage to
public trees due to negligence by the Contractor shall be assessed using the current formula
for Shade Tree Evaluation as defined by the International Society of Arboriculture.
Payment for negligent damage to public trees shall be made to the City of Fort Worth and
may be withheld from funds due to the Contractor by the City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees
shall be immediately sealed using a commercial pruning paint. This is the only instance
when pruning paint is recommended.
NON-PAY ITEM No. 5 -PROJECT CLEAN-UP:
During the construction of this project, all parkways that are excavated shall be shaped,
including bar ditches, and backfilled at the same time the roadway is excavated. Excess
excavation will be disposed of at locations approved by the Engineer.
The Contractor shall be aware that keeping the project site in a neat and orderly condition
is considered an integral part of the contracted work and as such shall be considered
subsidiary to the appropriate bid items. Clean up work shall be done as directed by the
Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is
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 residents' property
If the Engineer determines not feel that the jobsite has not been kept in an orderly
condition, the next estimate payment (and all subsequent payments until completed) of the
appropriate bid item(s) will be reduced by 25%.
SP-15
The Contractor shall make a final cleanup of all parts of the work before acceptance by the
· City or its representative. 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.
Final cleanup work shall be done for this project as soon as the paving and curb and gutter
has been constructed. No more than seven days shall elapse after completion of construction
before the roadway and right-of-way is cleaned to the Engineer's satisfaction.
NON-PAY ITEM NO. 6 -CRACK SEALING:
All cracks that develop after completion of the street resurfacing and until the end of the 2-
year warranty period shall be crack sealed with Rubber Asphalt Crack Sealer, as per the
latest edition of the TxDOT Specifications for Construction and Maintenance of Highways,
Streets, and Bridges, Item 300, "Asphalts, Oils, and Emulsions".
The contractor shall be responsible for all materials, equipment and labor to perform a most
accurate job and all costs to the contractor shall be figured subsidiary to this contract.
NON-PAY ITEM NO. 7 -STORM DRAIN INLET PROTECTION:
All pulverization and overlay streets with storm drain inlets shall use inlet protection for
sediment control, in accordance with the Standard Specifications for Public Works
Construction-North Central Texas.
The contractor shall be responsible for all materials, equipment and labor to perform a most
accurate job and all costs to the contractor shall be figured subsidiary to this contract.
NON-PAY ITEM NO. 8 -NO PAVING WORK ON SOLID WASTE WEEKLY PICK-UP
DAY
In order to eliminate potential rutting of the pavement from solid waste trucks while paving
operations are underway, the contractor shall schedule construction on all the identified
project streets such that no paving activities are scheduled on the weekly solid waste pick-up
. > day for each street. The solid waste weekly pick-up day for each project street is identified
on the "STREET BY STREET PAVING QUANTITY DETERMINATION
SPREADSHEET" located at the end of the contract documents.
SP-16
On the spreadsheet, the solid waste weekly pick-up is listed as the day of the week under the
column heading, "Garbage, Recycling, Yard Trimmings & Brush Weekly Pickup". No paving
activities shall be scheduled on this day. The Contractor will be allowed to construct
concrete flatwork on solid waste weekly pick-up day.
Also on the spreadsheet, the solid waste monthly pick-up is listed as the week of the month
under the column heading, "Monthly Pickup of Bulky Items". During this week, the day of
pick up varies from Monday to Saturday afternoon. The Contractor will be allowed to pave
the week of the solid waste monthly pickup.
The Contractor, however, will be responsible for any coordination with the City
Environmental Dept. regarding when the monthly pickup day occurs. If new pavement is
damaged by the solid waste monthly pickup trucks due to the contractor's failure to adhere
to the procedure outlined above; then, the Contractor shall be solely responsible for any
repairs required. Assessment of damage will be determined by the Construction Engineer,
or, his authorized representative.
The weekly and monthly solid waste pick up schedules are hereby provided for bidding
purpose and use by the selected contractor during construction.
All cost associated with scheduling pavement installation around "solid waste pick-up days"
shall be considered incidental to the project contract amount and !!Q additional
compensation shall be allowed.
PAY ITEM No. 1 -PROJECT DESIGNATION SIGN:
The contractor shall construct and install two (2) Project Designation Signs and it will be
the responsibility of the contractor to maintain the signs in a presentable condition at all
times on each project under construction. Maintenance will include painting and repairs
as directed by the Engineer.
It will be the responsibility of the Contractor to have the individual project signs lettered
and painted in accordance with the enclosed detail. The quality of the paint, painting and
lettering on the signs shall be approved by the Engineer. The height and arrangement of
the lettering shall be in accordance with the enclosed detail. The sign shall be constructed
of %" 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.
SP-17
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 Cont_ractor'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 -MANHOLE ADJUSTMENT:
This item shall include adjusting the tops of existing manhole with concrete collar to match
proposed grade as shown on the plans, in the detail at the back of this 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.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch. Work shall be completed and street open to traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar days, a $100 dollars
liquidated damage will be assessed per each manhole per day.
SP-18
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.
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.
For adjusting franchise utility manholes, the Contractor is encouraged to work directly with
Franchise Utility Companies. It is anticipated that Franchise Utility Companies will supply
and the Contractor will install and adjust the franchise utility manhole rings. Payment for
work performed, by the Contractor, will come directly from the Franchise Utility Companies.
The contractor is not entitled to any additional compensation or renegotiation with the City
associated with the construction of this work.
The pre bid unit price per each will be full · compensation for all labor, materials, equipment,
tools, and incidentals necessary to complete the work.
PAY ITEM NO. 4 -WATER VALVE BOXES ADJUSTMENT:
This item shall include adjusting the tops of existing water valve with concrete collar to match
proposed grade as shown on the detail at the back of this document or as directed by the
Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406
"Concrete for Structures" shall apply except as herein modified.
Contractor will be responsible for adjusting water valve boxes to match new pavement grade.
The water valves themselves will be adjusted by City of Fort Worth Water Department forces.
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.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch. Work shall be completed and street open to traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per each water valve box per day.
SP-19
(
JU N-29-20 06 THU 06:44 AM Cily Of Fw-Engineer.De pl FAX NO. 817 871 6828 P. Ub
PAY ITEM NO. 6A & 6B -REMOVAL AND RRLACEMENT OF CONCllETE CURB
AND GUITER, IN SECTIONS AS DJRECI'ED BY INSPECTOR (:eOL :S0/50) ~
REMOVAL AND REPLACEMENT OF CONCRETE CURB AND GUI'Tllm IN . ITS
ENTIRETY (POL ,TRCIP):
!
These provisions require the contractor to remove all failed existing curb and gutter, as
designatetby the Construction Engineel", a11d replace with standard concrete curll and gutter,
· Iaydown curb and gutter, or in ,like kind, as governed by th.e· standard City Specifi.c!Ations, Item
No. 104 ''Removing Old. Concr;ete", Item No. S02 "Con:0-ete Curb and Gutter", and Drawing
Nos-s-s2 through S-S4. Pay limits for laydown cnrb and gutter are as shown in J>rawing No.
S-SS of the Standard Specifications. Contractor shall .saw cut the curb and gutter smd pavement
prior to removal.
' .
Included, and figured subsidiary to this unit price, will be the required snwcut e:xcavation, sas
per specification Item No. 106. "Unclassified Street Excavation", into the i.treet to aid in the
construction of the curb and gutter. The pay limit will be 9" ottt from the gutter .-11, with same
day haul-off of the reD1oved material to a suitable dumpsite. The street void shall be filled witll
I B..M.A.C. Type "D" niix {PG 64-22) in accordance with all applicable provisions 1,f TxDOT's
"Standard Specifications for Construction and Maintenance of Highway&, 51trcets, and
Bridges" lte10 Nos. 300 "Asphalts, Olls, and Emulsions", 310 "Prime Coat" (referenced), and
340 "Dense~Graded Hof...Mix :Asphalt (Met11od)" (referenced) and compacted to standard
densities. Top soil as per specification Item No. 116 "Top Soil", if needed, shall be: added ud
leveled to grade behind the c~rb. Eusting lmprovemc~ts within the· parkway sui:h as water
meters, i.p~er system, etc. damaged during construction shall be replaced wi.tb same or
better at no cost to the Oty. 1 •
I
I
Backflll for curb and gutter shall be completed within ·sevc.n (7) calendar days fron, the day of
completion oftbe curb and gutter. Htlle contractor fails to complete the work within seven (7)
calendar days, a S100 doUar ·Uqwciat~ damage will be assessed per block per day.
For those streets d~n~ted as Mill Overlay on th·e street list In the back of tJds contract
document book, the wedge milling ~lutll -b~ within fourteen (14) calendar days from the
completion of the curb and gutter. Uthe contractor tails to complete the work within fourteen
(14) calendar days, a $100 dollar liquidated damage will be assessed per block per dny.
. • i •
The nnlt pri~e bid per linear foot shall be fall compensation for all materials, labor, equipment
~d in.cidentals necessary to· complete tbe work.
sP-20 Adde111dum2
The pre bid unit price per each will be full compensation for all labor, materials, equipment,
tools, and incidentals necessary to complete the work.
PAY ITEM NO. 5 -WATER METER BOX ADJUSTMENT:
This item only apply when the adjacent curb and gutter has been determined to be removed
and replaced as directed by the Engineer. The adjustment shall include raising or lowering the
existing water meter box to the proper grade.
The pre bid unit price per each will be full compensation for all labor, materials, equipment,
tools, and incidentals necessary to complete the work.
PAY ITEM NO. 6 -REMOVAL AND REPLACEMENT OF CONCRETE CURB AND
GUTTER IN SECTIONS AS DIRECTED BY INSPECTOR (POL 50/50):
These provisions require the contractor to remove all failed existing curb and gutter, as
designated by the Construction Engineer, and replace with standard concrete curb and gutter,
laydown curb and gutter, or in like kind, as governed by the standard City Specifications, Item
No. 104 "Removing Old Concrete", Item No. 502 "Concrete Curb and Gutter", and Drawing
Nos. S-S2 through S-S4. Pay limits for laydown curb and gutter are as shown in Drawing No.
S-SS of the Standard Specifications. Contractor shall sawcut the curb and gutter and pavement
prior to removal.
Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as
per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the
construction ofthe curb and gutter. The pay limit will be 9" out from the gutter lip, with same
day haul-off of the removed material to a suitable dumpsite. The street void shall be filled with
H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and
340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard
densities. Top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and
leveled to grade behind the curb. Existing improvements within the parkway such as water
meters, sprinkler system, etc. damaged during construction shall be replaced with same or
better at no cost to the City.
SP-20
Backfill for curb and gutter shall be completed within seven (7) calendar days from the day of
completion of the curb and gutter. H the contractor fails to complete the work within seven (7)
calendar days, a $100 dollar liquidated damage will be assessed per block per day.
For those streets designated as Mill Overlay on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the
completion of the curb and gutter. If the contractor fails to complete the work within fourteen
(14) calendar days, a $100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment
and incidentals necessary to complete the work.
PAY-ITEM NO. 7 -REMOVAL AND REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of existing concrete driveways, due to
deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate
ponding water with same day haul-off of the removed material to a suitable dump site. For
specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504"
Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing
No. S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensation for all labor, material,
equipment, supplies, and incidentals necessary to complete the work.
PAY-ITEM NO. 8-REMOVAL AND REPLACEMENT OF 4" CONCRETE SIDEWALK:
This item shall include the removal and replacement of existing concrete sidewalk due to
failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding
water with same day haul-off of the removed material to a suitable dumpsite. For
specifications governing this item see Item No. 104 "Removing Old Concrete", and Item No.
504 "Concrete Sidewalk and Driveways".
The unit price bid per square yard shall be full compensation for all labor, material,
equipment, supplies, and incidentals necessary to complete the removal and replacement work.
PAY ITEM NO. 9 -REMOVAL AND REPLACEMENT OF H.M.A.C. PAVEMENT AND
BASE:
SP-21
The contractor is to remove all existing deformed H.M.A.C. pavement and/or bad base
material that shows surface deterioration and/or complete failure. The Construction
Engineer will identify these areas upon which time the contractor will begin work. The
failed area shall be saw cut, or other similar means, out of the existing pavement in square
or rectangular fashion. The side faces shall be cut vertically and all failed and loose material
excavated. As a part of the excavation process, all unsatisfactory base material shall be
removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of
excavation could range from a couple of inches to include the surface-base-some sub-base
removal for which the Construction Engineer will select the necessary depth. The remaining
good material shall be leveled and uniformly made ready to accept the fill material. All
excavated material shall be hauled off site, the same day as excavated, to a suitable
dumpsite.
After satisfactory completion of removal as outlined above, the contractor shall place the
permanent pavement patch, with Type "D" surface mix (PG 64-22). This item will always be
used even if no base improvements are required. The proposed H .M.A.C. repair shall match
the existing pavement section or the depth of the failed material, whichever is greater.
However, the patch thickness shall be a minimum of2 inches. Generally the existing H.M.A.C.
pavement thickness will not exceed 6". Before the patch layers are applied, any loose material,
mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed
surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions
to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort
Worth, made in preparation to accept the recycling process.
All applicable provisions of TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and
Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt
(Method)" (referenced) shall govern work.
The unit price bid per cubic yard shall be full compensation for all materials, labor,
equipment and incidentals necessary to complete the work.
PAY-ITEM NO. 10 -GRADED CRUSHED STONES:
This item shall be used to repair the failed base material in areas exceed 8" deep as directed by
the Engineer. The material shall be graded crushed stone.
For City specifications governing this item see Item No. 208 "Flexible Base".
SP-22
The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment
and incidentals necessary to complete the work.
·PAY-ITEM NO. 11 -WEDGE MILLING 2" TO 0" DEPIB 5.0' WIDE:
1. Description
This item shall consist of milling the existing pavement from the lip of gutter at a depth of
2" and transitioning to match the existing pavement (0" cut) at a minimum width of 5'.
The existing pavement to be milled will either be asphalt, concrete, or brick pavement.
The removal and disposal of the milled materials shall be as directed by the Engineer.
The milled surface shall provide a smooth surface free from gouges, ridges, oil film, and
other imperfections of workmanship and shall have a uniform textured appearance. In all
situations where the existing H.M.A.C. surface contacts the curb face, the wedge milling
shall include the removal of the existing asphalt covering the gutter up to and along the
face of curb.
If the existing base is brick and cannot be wedge milled, then the existing brick base, of 5-
foot in width, shall be removed under Pay Item No. 24 "UNCLASSIFIED STREET
EXCAVATION", and replaced under Pay Item No. 13 "HMAC LEVEL UP", prior to
placing H.M.A.C. surface course. See Pay Item No. 24 "UNCLASSIFIED STREET
EXCAVATION", for further description of work.
For those streets designated as Mill Overlay on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the
completion of the curb and gutter. If the contractor fails to complete the work within
fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block
per day.
The wedge milling operations for this project will be performed in a continuous manner
along both sides of the street. Details of milling locations are at the back of this document
Contractor is required to begin the overlay, within five (5) calendar days froni the date of
the wedge milling completion of any one street. Should the contractor fail to meet this
condition, the wedge milling will be shut down, and liquidated damage of $500.00 per day
per street will be assessed until all wedge milled streets are overlayed. The overlay, once
begun on a.street shall continue uninterrupted until complete.
The Contractor shall haul-off the removed material to a suitable dumpsite.
· SP-23
2. Equipment
The equipment for removing the pavement surface shall be a power operated milling
machine or other equal or better mechanical means capable of removing, in either one
pass or two passes, the necessary pavement thickness in a five-foot minimum width. The
equipment shall be self-propelled with sufficient power, traction and stability to maintain
accurate depth of cut and slope.
The machine shall be equipped with an integral loading and reclaiming means to
immediately remove material being cut from the surface of the roadway and discharge
the cuttings into a truck, all in one operation. Adequate back-up equipment (mechanical
street sweepers, loaders, water truck, etc.) and personnel will also be provided to keep
flying dust to a minimum and to insure that all cuttings are removed from street surface
daily. Stockpiling of planed material will not be permitted on the project site unless
designated by the Engineer. The machine shall be equipped with means to control dust
created by the cutting action and shall have a manual system providing for uniformly
varying the depth of cut while the machine is in motion thereby making it possible to cut
flush to all inlets, manholes, or other obstructions within the paved area. The speed of the
machine shall be variable in order to leave the desired grid pattern specified under
Surface Texture.
The unit price bid per linear feet shall be full compensation for all labor, material,
equipment, tools, and incidentals necessary to complete the work.
PAY-ITEM NO. 12 -BUTT JOINTS -MILLED:
Description:
This item requires the contractor to mill "butt joints" into the existing surface, in association
with the wedge milling operation (PAY ITEM NO. 11) to the depth and at locations as
described below. The butt joint will provide a full width transition section, whereby the new
overlay shall maintain constant depth at the point the new overlay is terminated and the new
surface elevation matches the existing pavement. The construction activities, performance
standards and equipment needed for the butt joints milling operations shall be governed by the
special provisions of Pay Item No. l1 -Wedge Milling. The configuration of the butt joints is
described in more detail below. General details of butt joint locations -along with wedge
milling in general -are shown in plan form at the back of this document.
Construction Details:
SP-24
Prior to the milling of the butt joints, the contractor shall consult with the construction
Engineer for proper location of these joints and verify that the selected limits of the projects
street are correct.
The general locations for butt joints are at all beginn.ng and ending points of streets listed in
the project and as more graphically detailed at the back of this specification book. The joints
are also required on both sides of all railroad tracks and concrete valley gutters, bridge decks
and culverts and all other items which transverse the street and end . the continuity of the
asphalt surface. Each butt joint shall be 20 feet long and milled out across the full width of the
street section to a tapered depth of 2". This milled area shall be tapered within the 20 feet to a
depth from 0" to 2". at a line adjacent to the beginning and ending points or intermediate
transverse items. This butt joint -when overlayed -will consist of an asphalt section that will
transition the new overlay to match the existing pavement elevation.
The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a
smooth ride over the bump.
Measurement and Payment:
Butt joints as prescribed above, will be measured by the unit of each butt joint milled. The
disposal of excess material involved will not be measured for payment.
Each butt joint-milled, measured as above, complete-in place-in accordance with these
specifications, will be paid for at the unit price shown in the proposal for "Butt Joints". The
unit price bid per each shall be full compensation for all milling, including material haul-off,
tools, labor, equipment and incidentals necessary to complete the required work.
PAY ITEM NO. 13 -H.M.A.C. LEVEL UP:
This item shall be used to fill ruts, depressions, level up pavement section with Type "D"
surface mix (PG 64-22) prior to placing the asphalt surface overlay and where needed as
directed by the Engineer in the field.
All applicable provisions of TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and
Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix
Asphalt (Method)" (referenced), shall govern work.
SP-25
This item shall be used to fill, to the proper grade, the void created by removing existing brick
base, if existing base cannot be wedged or surface milled.
The unit price bid per ton shall be full compensation for all materials, labor, placing,
equipment, cleaning and incidentals necessary to complete the work.
PAY-ITEM NO. 14 -2" H.M.A.C. (TYPE "D" MIX) ASPHALT CEMENT SURFACE
COURSE:
All applicable provisions of TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and
Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix
Asphalt (Method)" (referenced) shall govern work.
The following amendments to the above TxDOT's specifications shall govern, take
precedence and shall include:
Item No. 340 "Dense--Graded Hot-Mix Asphalt (Method)" (referenced):
• Under Item 340.2, Materials, A. Aggregates:
The surface aggregate classification (SAC) shall be Class B.
The Contractor shall perform the Los Angeles abrasion, magnesium sulfate
soundness, Micro-Deval and all other aggregate quality tests listed in Table 1.
2. RAP will not be allowed, for use, in surface course Type "D" mix.
• Under Item 340.2, Materials, D. Asphalt Binder:
Furnish performance-graded PG 64-22 for H.M.A.C. surface course, level up and
pavement/base repair or replacement.
• Under Item 340.4, Construction,
The City of Fort Worth, Texas will perform quality assurance tests and checks on
the paving project materials during construction, to ensure compliance with the
specifications and approved mixture design.
The sampling and testing of the materials shall be made at the expense of the City. In
the event the sampling and . testing does not comply with the specifications, all
SP-26
subsequent testing of the material, in order to determine if the material is acceptable,
shall be furnished and paid by the contractor, as directed by the Engineer.
Samples will be taken daily for determination of asphalt content, aggregate
gradation, maximum theoretical specific gravity and stability.
For each hot mix asphalt surface course placed, nuclear gauge in-place density
testing will be performed at each 50-ft station, with a minimum of one test per lane
width at each 50-ft station.
For each hot mix asphalt surface course placed, cores will be obtained to determine
in-place density and thickness. The cores will be taken at the maximum interval of
300-ft (to coincide with field density locations).
• Under Item 340.4, Construction, A. Mixture Design:
The contractor shall furnish mixture design of the proposed bot mix asphalt, at or
before the pre-construction meeting. The Contractor shall submit to the Engineer a
mixture design prepared by a AASHTO accredited laboratory, for the materials to
be used in the project. Using the typical weight design example in Tex-204-F, Part
I, the mixture design shall meet the requirements contained in Tables 1 through
Table 5 of Item 340. The Indirect Tensile-Dry (Tex-226-F) and the Hamburg
Wheel-tracking (Tex-242-F) tests shall be waived.
The mixture design report must be certified and signed by a Level II Specialist and
submitted on TxDOT's software forms.
The Engineer may verify the mixture design at optimum asphalt content.
• Under Item 340.4, Construction, B. Job-Mix Formula Approval:
The Contractor will perform the Boil Test (Tex-530-C).
• Under Item 340.4, Construction, J. Ride Quality:
The Ride Quality Surface Type A test (10-foot straight edge) shall be measured.
• Under Item 340.5 Measurement:
Hot mix will be measured by the square yard of the composite hot mix, which
includes asphalt, aggregate and additives.
• Under Item 340.6 Payment:
SP-27
The work performed and materials furnished in accordance with this Item and
measured as provided under "Measurement", will be paid for at the unit price bid
per square yard, for "Dense-Graded Hot Mix Asphalt (Method)".
PAY ITEM NO. 15 -REMOVAL AND REPLACEMENT OF 7" CONCRETE VALLEY
GUTTER:
This item shall include the removal and reconstruction of existing concrete valley gutters at
locations to be determined in field by the Construction Engineer.
Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and
necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay
item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as
directed by the Engineer and necessary asphalt transitions as shown in the concrete valley
gutter details, shall be subsidiary to this Pay Item.
See City standard specifications Item No. 104, "Removing Old Concrete", Item No. 106,
"Unclassified Street Excavation" Item No. 208 "Flexible Base", Drawing No. S-S6 and detail
enclosed, TxDOT's "Standard Specifications for Construction and Maintenance of ffighways,
Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime
Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and
Item No. 360 "Concrete Pavement" (enclosed). Measurement for final quantities of valley
gutter will be by the square yard of concrete pavement and the curb and gutter section will be
included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at
no additional cost. See Item No. 360 "Concrete Pavement" (enclosed). Surface texturing shall
be made with a medium broom in lieu of carpet drag or metal tining.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half
shall be open to traffic. Work shall be completed on each half within seven (7) calendar days.
If the contractor fails to complete the work on each half within seven (7) calendar days, a $100
dollars liquidated damage will be assessed per each half of valley gutter per day.
The unit price bid per square yard for Concrete Valley as shc;,wn on the proposal will be full
compensation for materials, labor, equipment, tools and incidentals necessary to complete the
work.
SP-28
PAY-ITEM NO. 16 -NEW 7" CONCRETE VALLEY GUTTER:
This item shall include the construction of concrete valley gutters at various locations to be
determined in field by the Construction Engineer.
Removal of existing, asphalt pavement, concrete base, curb and gutter, and . necessary
excavation to install the concrete valley gutters all shall be subsidiary to this pay item.
Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by
the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details
shall be subsidiary to this Pay Item.
See City standard specifications Item No. 104, "Removing Old Concrete", Item No. 106,
"Unclassified Street Excavation" Item No. 208 "Flexible Base", Drawing No. S-S6 and detail
enclosed, TxDOT's "Standard Specifications for Construction and Maintenance of Highways,
Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime
Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and
Item No. 360 "Concrete Pavement" (enclosed). Measurement for final quantities of valley
gutter will be by the square yard of concrete pavement and the curb and gutter section will be
included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at
no additional cost. See Item No. 360 "Concrete Pavement" (enclosed). Surface texturing shall
be made with a medium broom in lieu of carpet drag or metal tining.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch. Contractor shall work on one-half of valley gutter at a time, and the other half be
open to traffic. Work shall be completed on each half within seven (7) calendar days.
If the Contractor fails to complete the work on each half within seven (7) calendar days, a $100
dollars liquidated damage will be assessed per each half of valley gutter per day.
The unit price bid per square yard for Concrete Valley as shown on the proposal will be full
compensation for materials, labor, equipment, tools and incidentals necessary to complete the
work.
PAY-ITEM N0.17 -NEW 4" STANDARD WHEELCHAIR RAMP:
This item shall include the construction of standard concrete wheelchair ramps at various
locations to be determined in field by the Construction Engineer.
SP-29
The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed
details, or as directed by the Engineer.
The removal of existing substandard wheelchair ramps and sidewalk as required for the
installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and
replacement of existing curb and gutter as required for the installation of new wheelchair
ramps shall be included in Pay Item 6 (Removal and Replacement of Curb and Gutter). Pay
limits for laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR-1). The
pay limit will extend from 9" outside the lip of gutter to 15" back from the face of curb. Any
asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard
Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of
the ramp and sidewalk.
All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and
Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified.
All concrete flared surface shall be colored with LITHOCHROME color hardener as
manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color
and dry-shake type, and shall be used in accordance with manufactures instructions. Concrete
stain may be applied after concrete is poured (Product sold by BAER).
"Contractor shall provide a colored sample concrete panel of one foot by one foot by three
inches dimension, or other dimension approved by the Engineer, meeting the aforementioned
specification. The sample, upon approval by the Engineer, shall be the acceptable standard to
be applied for all construction covered in the scope of this pay item.
The method of application shall be by screen, sifter, sieve or other means in order to provide
for a uniform color distribution."
The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal
will be full compensation for materials, labor, equipment, tools and incidentals necessary to
compete the work.
PAY-ITEMN0.18-6" PERFORATED PIPE SUBDRAIN:
This item shall consist of furnishing and installing 6" perforated subdrain and filter material
all as shown on the enclosed details, or as directed by the Engineer.
SP-30
All applicable provision of standard Specifications Item 500 "SUBDRAINS" shall apply except
as herein modified. The pipe material shall be poly vinyl chloride (PVC) with the standard
dimensional ratio of 35 (SDR35) and meet the ASTM D 1784. Filter fabric shall have the
capability of passing ground water without transporting the soil placed around the filter
fabric. The fabric shall be constructed exclusively of synthetic thermoplastic fibers and may be
either woven or non-woven to form a mat of uniform quality. Fabric fibers may be either
continuous or discontinuous and oriented in either a random or a aligned pattern throughout
the fabric . .The fabric shall be mildew resistant, rot proof, shall be satisfactory for use in a wet
soil and aggregate environment, contain ultraviolet stabilizers and have non-raveling edges.
The fabric shall meet the following requirements when sampled and tested in accordance with
the methods indicated:
Test Original Physical Properties Method
Fabric weight, on an ambient SDHPT Test Method Tex-
temperature air-dried tension free 616-J"Testing of
sample, expressed in oz/sq. yd. Construction Fibers"
Requirements
4.0 minimum for
drains and
Stabilization,
under
Slope
6.0
minimum for Gabions
Revetment
Water flow rate by falling head Tex-616-J
method, 7.9 inches (20 cm) to 3.9
inches (10 cm) on
2 inch ID cylinder with 1
inch diameter orifice, with flow rate
expressed in
gal/sq. ft/minute.
80 minimum
Breaking load in either machine or ASTM Designation: D 1682 100 minimum
cross-machine direction, expressed in
pounds.
grab method G as modified
by Tex--616-J
Equivalent opening size (US Standard CW-02215, US Army Corps 70 to 100
sieve no.) of Engineers, Civil Works
Construction Guide
Specification. "Plastic Filter
Fabric", Nov. 1977.
"Apparent elongation" at breaking ASTM Designation: D 1682 100 maximum
SP-31
load in either machine or cross-grab method G as modified
machine direction, expressed · as by Tex-616-J
percent.
The "Filter Fabric" shall be installed in accordance with the manufacturer's recommendations,
as indicated or as directed by the Engineer. When lapping is required, it shall be in accordance
with the manufacturer's recommendations. Backfilling around the Filter Fabric shall be done
in such a way as not to damage the Filter Fabric material during the placement
The unit price bid per L.F. shall be full compensation for all labor, materials, equipments,
tools, and incidentals necessary to complete the work.
PAY-ITEM NO. 21-8" PAVEMENT PULVERIZATION:
All applicable provisions of TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item No. 275 "Cement Treatment (Road
Mixed)" (referenced) shall govern work. (See soil reports enclosed.)
The City of Fort· Worth, Texas will perform quality assurance tests and checks on the paving
project materials during construction, to ensure compliance with the specifications.
The sampling and testing of the materials shall be made at the expense of the City. In the
event the sampling and testing does not comply with the specifications, all subsequent testing
of the material, in order to determine if the material is acceptable, shall be furnished and paid
by the contractor, as directed by the Engineer.
Contractor shall pulverize the existing pavement to a depth of 8". After pulverization is
completed, contractor shall temporarily remove and store the 8" deep pulverized material,
then cut the base 2" to provide place for the new 2 11 H.M.A.C. surface. The 2 11 base cut shall
start at a depth of 8 11 from the existing pulverized surface. After the undercut operation is
completed, the temporarily stored 8" deep pulverized material shall be returned to the
excavation for mixing with cement
If the existing pavement bas a combination of 10" H.M.A.C and crushed stone/gravel,
undercut will not be required, the contractor will pulverize 10" inches, the 2 11 inch cut will be
taken from the 10" pulverized material.
SP-32
Pulverization shall start within (ten) 10 calendar days after all concrete work has been
completed on a street. If the contractor fails to begin the work within ten (10) calendar days,
$200 dollars liquidated damage will be assessed per block per day.
The maximum amount of existing asphalt concrete pavement in the mixture shall be at the
discretion of the Engineer.
The contractor shall spread, mix, blade to grade and compact the pulverized material to 95%
of the maximum density as determined in accordance with TxDOT's Standard Specifications
stated above or as directed by the Engineer in the field. A 3.5% portland cement shall be used ·
to mix the pulverized material.
The Engineer or his authorized representative will observe the cement treatment and collect
delivery tickets from each transport truck. Cement quantities used will be verified, with
respect to areas being treated.
From the pulverized cement treated mixture, samples will be collected and tested for gradation
requirements. Testing will be at a minimum of one test per 150 linear feet per lane width per
each 8-inches of treated depth, with a minimum of2 tests per area.
After the cement treated base has cured for 48 hours, provide machinery (minimum 12 ton
steel wheel vibratory roller) to roll the surface of the cement treated material to induce hairline
cracks "micro-cracks". Amplitude of vibrating will be at the discretion of the Engineer or his
authorized representative. Micro-cracking will be used to reduce shrinkage cracking in the
cement treated material and reduce reflective cracking through the asphalt cement surface
overlay.
Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item No. 210 "Rolling" (referenced). Operate
roller at walking speed (2 to 3 mph). Generally one (1) to four (4) passes of the roller are
required to create the micro-cracks. One pass is down and back.
The contractor shall then prime and immediately overlay the micro-cracked surface with 2"
H.M.A.C. surface course. The work shall be in accordance with TxDOT's "Standard
Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos.
300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced).
If the contractor fails to begin the HMAC 2" H.M.A.C. surface course work within five (5)
calendar days, a $200 dollars liquidated damage will be assessed per block per day. The 2"
SP-33
H.M.A.C. surface will be paid under PAY-ITEM NO. 14 -2" H.M.A.C. (TYPE "D" MIX)
ASPHALT CEMENT SURFACE COURSE.
On pulverized and overlay streets that do not have existing curb and gutter, the Contractor
shall finish the parkway with backfill. The backftll shall begin :it the edge and elevation of the
new HMAC 2" H.M.A.C. surface course and extend within the parkway, to existing ground
surface, at the grade of one-fourth (l/4) inch per foot. There should be no voids in the backfill
material, to the satisfaction of the Engineer.
The unit price bid per square yard shall be full compensation for all labor, material,
equipment, tools, and incidentals necessary to pulverize, remove and store the pulverized
material, undercut the base, mixing, compaction, haul off, sweep, dispose of the undercut
material and backfill the parkway.
PAY-ITEM NO. 23-REMOBILIZATION:
This item shall compensate the Contractor to remobilize personnel, equipment, supplies,
and material to perform additional work as directed by the Engineer. Remobilization will be
considered when concrete "Flat-work" has been completed, personnel and equipments were
demobilized, and the street is clean and ready for overlay. Remobilization shall be
determined by the Engineer. Requests for reimbursement of remobilization expenses shall
be denied unless prior approval is granted by the Engineer.
The unit price per bid per each will be full compensation for all labor, equipment, material,
tools, and all incidentals necessary to complete the work.
PAY-ITEM NO. 24-UNCLASSIFIED STREET EXCAVATION:
This item will be used if additional excavation is needed that is not covered by Pay Item No. 21
-"8" PAVEMENT PULVERIZATION". Additional Excavation is the removal of the
excessive crown and base to bring the new base to proper grade & City standard specifications
for street reconstruction.
This item shall also be used for removing and disposing the existing brick base, if the existing
brick base cannot be wedge or surfaced milled, prior to placing 2" HMAC Type "D" surface
course. The void created by removing the existing brick base shall be filled to the proper
grade, with Pay Item No. 13 -"HMAC LEVEL UP", before placing 2" HMAC Type "D"
surface course.
SP-34
--
For wedge milling, the measurement for estimating the removal and disposal of the existing
brick material shall be a width of 5-feet, a length of curb and gutter and a depth of 3-inches.
For surface milling, the measurement for estimating the removal and disposal of the existing
brick material shall be the surface area and the depth of 3-inches. These measurements
shall be under City standard specifications Item No. 106 "UNCLASSIFIED STREET
EXCAVATION".
All applicable provisions of Item No. 106 "Unclassified Street Excavation" shall apply, work
shall be paid per cubic yard.
PAYITEMN0.25-2" SURFACE MILLING:
This item shall consist of milling the existing pavement at a depth of 2". All applicable
provisions of Pay Item No.11 "Wedge Milling" shall apply.
If the existing base is brick and cannot be surfaced milled, then the existing brick base shall be
removed under Pay Item No. 24 ''UNCLASSIFIED STREET EXCAVATION", and replaced
under Pay Item No. 13 "IIMAC LEVEL UP", prior to placing H.M.A.C. surface course. See
Pay Item No. 24 "UNCLASSIFIED STREET EXCAVATION", for further description of
work.
The unit price bid per square yard shall be full compensation for all materials, labor,
equipment and incidentals necessary to complete the work.
PAY-ITEM NO. 26 & 27 -REMOVAL AND REPLACEMENT OF 6" EXPOSED
CONCRETE AGGREGATE DRIVEWAYS AND SIDEWALK:
This item shall include the removal and replacement of existing exposed aggregate concrete
driveways and sidewalk, due to deterioration or in situations where curb and gutter is
replaced to adjust grades to eliminate ponding water, with same day haul-off of the removed
material, to a suitable dump site. For specifications governing this item see Item No. 104
"Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits
for concrete driveway are as shown in Drawing No. S-SS of the Standard Specifications.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds
per square inch and the driveway surface shall be seeded with pea gravel.
SP-35
Exposed concrete aggregate wash off water is silty, high in alkalinity and may contain
harmful chemicals; therefore, wash off water shall not be discharged into storm sewers and
drainage ditches or streams.
Temporary expansion joint board at driveway approach edge shall be used to dam off wash
water from entering street gutter. Temporary catch basin sealed with impervious
diaphragm sump shall be used to collect all wash water until off site disposal is obtained, or,
unless otherwise directed by the Engineer or his authorized representative.
The unit price bid per square yard shall be full compensation for all labor, material,
equipment, supplies, and incidentals necessary to complete the work.
PAY ITEM NO. 28 -CRACK SEALING:
Contractor shall seal existing cracks ~" and greater, by using cold poured crack sealer
Polymer Modified Asphalt Emulsion Crack Sealer, as directed by the Engineer. TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", shall apply.
The inside of the cracks shall be cleaned with an air compressor or approved equipment, prior
to sealing. Sealant shall be applied with a rubber "V" shaped squeegee where applicable.
Provide adequate traffic control during set up and cure time of sealant.
The unit price bid per linear foot shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the work.
PAY ITEM NOS. 29 & 30-REMOVAL AND REPLACEMENT OF TOP OF 5' and 10'
DRAINAGE INLETS:
This item shall include the removal and replacement of a 7" thick drainage inlet top of 5 -foot
and 10' drainage inlet openings. The removal and replacement of the drainage inlet top shall
be in accordance with Standard Specification Item No. 450 "Adjusting Manholes and Inlets",
as shown in the Drawing S-S02 and as directed by the construction engineer.
The unit price per bid per each will be full compensation for all labor, equipment, material,
tools, and all incidentals necessary to complete the work.
SP-36
PAY ITEM NOS. 31 & 32 -H.M.A.C. Speed Cushions (30' and 40' wide Street):
This item shall consist of removing existing and installing new 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 notify the Construction Engineer 72 hours prior to installing any speed
cushions. Contractor shall install pavement markings.
If the roadway is damaged during existing marker removal, the work shall be temporarily
halted until consultation with the Construction Engineer. The pavement shall be repaired
prior to new HMAC overlay.
MATERIALS AND QUALITY REQUIREMENTS:
1. Speed Cushions
The speed cushions shall consist of H.M.A.C. Type D surface course (PG 64-22) with tack
coat (SS-1) and compacted with vibratory hand roller. All applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance. of Highways,
Streets, and Bridges" Item Nos .. 300 "Asphalts, Oils, and Emulsions" (referenced), 310
"Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)"
(referenced) shall apply. Kraft brown paper -36" wide 40-lb paper shall be used to keep
curb & gutter clean.
2. Pavement Markings
Raised Pavement Markings
All materials used shall be pre-approved prior to placement. The brand name and
specifications of the materials shall be included in submittal for approval. The approved
materials must be used throughout the duration of the contract. In the event that
substitute materials need to be used, they must be equal to or exceed the quality of those
currently in use and be approved the Construction Engineer.
All markers shall be 4" and be installed with epoxy; bituminous adhesive is not approved.
SP-37
A chalk line, chain, or equivalent shall be used during layout to insure that individual
markers are properly aligned. All markers shall be placed uniformly along the line to
achieve a smooth continuous appearance.
Preformed Pavement Markings
All materials used under this agreement shall be pre-approved prior to awarding of the
bid. Materials used shall meet TXDOT specifications Item 666 Type II. The approved
materials must be used throughout the duration of the bid. In the event that substitute
materials need to be used, they must be equal to or exceed the quality of those currently
in use, and be approved by Construction Engineer.
All material must be equal to or exceed the following:
Pre Mark brand Hot Tape which is manufactured by Stimsonite.
Stamark A420, which is manufactured by 3M.
Stamark A380, which is manufactured by 3M.
All applications shall be in strict compliance with all manufacturer recommendations.
Surface Preparation and Application of Pavement Markings
Roadway surface shall be clean, dry and free from dirt, grease, and other forms of
contamination. All surfaces must be air blasted prior to application of paint. Surface
preparation and application shall be in strict compliance with manufacturer
recommendations.
Equipment and methods used for surface preparation shall not damage the pavement or
present a hazard to motorists.
Installation of Pavement Markings
Contractor's personnel shall be knowledgeable and sufficiently skilled in the installation
of raised pavement markings and preformed pavement markings.
Markings that are not properly applied due to faulty application methods or defective
. product, and markings, which are placed in the wrong position or alignment, shall be
removed and replaced by the contractor at the contractor's expense. If the mistake is
such that it would be confusing or hazardous to motorists it shall be remedied the same
day of notification. Notification will be made by phone and confirmed by fax. Other
mistakes shall be remedied within five days of written notification.
SP-38
Traffic Control of Pavement Markings
When markings are applied on roadways open to traffic care will be taken to ensure that
proper safety precautions are followed, including the use of signs, cones, barricades,
flaggers, etc. Work shall be performed with as little disruption to traffic as possible, and
freshly applied markings shall be protected from traffic damage and disfigurement.
3. Measurement and Payment
The unit price bid per each shall be full compensation for removal of existing pavement
markings, H.M.A.C. Type D surface course, tack coat (SS-1), vibratory hand roller, surface
preparation, preformed and raised pavement markings, kraft brown paper -36" wide 40-lb
paper to keep curb & gutter clean, and all materials, labor, equipment and incidentals
necessary to complete the work.
The unit price per bid per each will be full compensation for all labor, equipment,
material, tools, and all incidentals necessary to complete the work.
END OF SECTION
SP-39
NOTE: THIS SPECIFICATION HAS BEEN MO~IFIED TO DELETE NON-
APPLICABLE ITEMS FOR USE AS A GUIDE SPECIFICATION FOR CITY STREETS.· .
Item 360
CONCRETE PAVEMENT
. '
300.1. Description. Construct Portland cement concrete pavement with or without
curb~ on the concrete pavement.
300.2 .. Materials.
A. Portland Cement Concrete. Provide Portland cement concrete to meet a minimum
compressive strength of 3,000 psi at 28 days; unless shown otherwise in the confract
do.cument~.
Use Class A concrete for curbs that are placed separately from the pavement.
Provide concrete that is workable and cohesive, possesses satisfactory finishing
qualities, and conforms to the mix design and mix design slump.
B. Reinforcing Steel. Provide Grade 60 deformed steel for bar reinforcement. Provide
approved positioning c1nd supporting devices (baskets and chairs) capable of
securing and holding .the reinforcing steel in proper position before and during
paving. Provide corrosion protection when shown on the plans.
1. Dowels. Provide Grade 60 smooth,·straight dowels of the size shown or:i the
plans, free of burrs or deformations. Goat dowels with a thin film of grease or
other ~pproved 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 ·c1osure
of the expansion joint. ·
2. Tie f3ars. Provide straight defo~med steel tie bars. Provide either multiple-:piece
tie bar$ or single-piece tie bars as shown on the plans:· Pr6vi9e multiple-piece tie
bars composed of 2 piece~ 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 configura~i9n. Provide a
minimum length ·of 33 diameters of the deformed steel in each piece.
C. Curing Materials. Provide ·Type 2 membrane curing compound conforming to
DMS-4650, uPortland Cement Concrete Curing Materials and Evaporation
Retardants."
D. Epoxy. Provi<;fe Type Ill epoxy in accordance with DMS-6100, "Epoxies and
Adhesives," for installing all drilled-in reinforcing steel.
E. Evaporation Retardant. Prnvide evaporation retardant conforming to DMS-4650,
"Portland Cement Coricrete 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 D.MS-6310,
· "Joint Sealants and Fillers.•
300.3. Equipment. Furnish and maintain all equipment in good ~orki1:19 condition. Use
measuring, mixing, and delivery equipment conforming to the requirements of Item 421, .
"Portland Cement Concrete.~ Obtain approval for other equipment used. ·
CP-1
I.
... :.·
. "'\ ~-
A. Placing, Consolidating, and Finishing Equipment. Provide approved self-
propelled paving equipment that uniformly distributes the concrete with minimal
segregation and provides a smooth machine-finished consolidated concrete
pavement confonning to plan line and grade. Provide an approved automatic grade
control system or:r slip-forming equipment. Provide approved mechanically operated
finishing floats capable of producing a uniformly smooth pavement surface. Provide
equipment capable of providing a fine, light water fog mist.
Provide mechanically operated vibratory equipment capable of adequately
consolidating the concrete. Provide immersion vibrators on the paving equipment at .
sufficiently close intervals to provide uniform vibration and consolidation of the
concrete over the entire width and depth of the pavement and in accordance with the
manufacturer's recommendations. Provide immersion vibrator units that operate at a
frequency in air of at leastB,000 cycles per minute. Provide ~nough hand-operated
immersion vibrators for timely and proper consolidation of the concrete alarm forms,
at joints and in areas not covered by other vibratory equipment. Surface vibrators
may be used to supplement equipment-mounted immersion vibrators. Provide
tachometers to verify the proper operation of all vibrators.
· For small or irregular areas or when approved, the paving equipment described in ·
this Section is not required.
B. Fonning Equipment.
1. Pavement Forms. Provide metal or wood side forms of sufficient cross-section,
strength, and rigidity to support the paving equipment and resist the impact a,nd
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-~.
radius or Jess. ·
2. Curb Forms. Provide curb forms for separately placed curbs that are not
slipformed that conform to the requirements of Item 529, "Concrete Curi;>, 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 D_rag. Provide a carpet drag mounted on a work bridge or a moveable
support system. Provide a single p_iece of carpet of sufficient transverse length to
span the full width of the pavement being placed and adjustabl~ 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 lerigth 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 h, a minimum weight of zo oz: per square yard, and a strong, durable, rot-
resistant backing material bonded to the facing.
2. Tining Equipment. Pro"'.'ide 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 aft~r free moisture has disappeared. Hand-operated pressurized spraying
equipment with atomizing nozzles may only be used on small or irregular areas or,
when permitted, in emergencies due to equipment breakdown.
F. Sawing Equipment. Provide power-driven concrete saws to saw. the joints shown on
the plans. Provide standby power-driven concrete saws during concrete sawing
operations. Provide adequate illumination for nighttime sawing.
G. Grinding Equipment. When required, provide self-propelled powered grinding
equipment that is specifically designed to smooth and texture concrete pavement
using circular diamond blades. Provide equipment with automatic grade control
capable of grinding at least a 3-ft: width longitudinally in each pass witho"ut damaging
the concrete. ·
300.4. Construction. Obtain approval for adjustments to plan grade-:-iine to maintain
thickness over minor subgrade or base high spots while maintaining clearances and
drainage. Maintain subgrade or base in a smooth, clean, compacted condition in .
conformity with the required section and established grade until the pavement concrete
is ·placed. Keep subgrade or base damp with water sufficiently in advance of placing
pavement concrete. Adequately light the active work areas for all nighttime operations, if
required.
A. Reinforcing Steel and Joint Assemblies. ·Accurately place and secure in ·position
all reinforcing steel as stiown on the plans. Place dowels at mid-depth of the
pavement slab, parallel to the surface. Place dowels for transverse contraction joints
parallel to the pavement edge.! Tolerances for location and alignment of dowels will
be shown on the plans. Stagger the longitudinal reinforcement splice~ to avoi9
having more than 1/3 of the splices within a 2-ft. longitudinal length of each l;::me of
the pavement. Use multiple-piece tie bars or drill and epoxy grout tie bars at
longitudinal construction joints.
1. Manual Placement. Secure reinforcing bars at alternate intersections with Wire
ties or locking support chairs. Tie all splices with wire.
2. . Mechanical Placement-. If mechanical placement of reinforcement results in
steel misalignment or improper location, poor concrete consolidation, or other
inadequacies, complete the work using manual methods.
8. Joints. Install joints as shown on the plans. Clean and seal joints in accordance with
Item 438, "Cleaning and Sealing Joints and Cracks (Rigid Pavement and Bridge
Decks)." Repair excessive spalling of the joint saw groove using an approved
method befor? installing the sealant. SeaJ all joints before opening the pavement to
all traffic. When placing of concrete is stopped, install a rigid transverse bulkhead,
accurately notched for the reinforcing steel and shaped accurately to the cross-
section of the pavement. ·
1. Placing Reinforcement at Joints. Where the plans require an assembly of parts
at pavement joints, complete and place the assembly at the required location and
elevation with all parts rigidly secured in the required position. Accurately notch
joint materials for the reinforcing steel.
.-. ... -.
. :.:
2. · Curb Joints. Provide joints in the curb of the same type and location as the .
adjacent pavement. Use expansion joint material ·of the same thickness, type,
and quality required for the pavement and of the section shown for the curb.·
Extend expansion.joints through ·the curb. Construct curb joints at all transverse
pavementjoints. For.non-monolithic curbs, place reinforcing steel irito the piastic
concrete pavement as shown on the plans unless otherwise approved. Form or
saw the weakened plane joint across the full width of concrete pavement and .
through the monolithic curbs .
C. Placing ahd Removing Forms. Use clean and oiled forms. Secure forms on ? base
or firm subgrade that is accurately graded and that provides stable support without
deflection and movement by form riding equipment. Pin every form at least at the
middle and near each end. Tightly join and key form sections together. to prevent
relative displacement.
Set side fonns far enough ·in advance of concrete placement to permit inspection.
Check conformity of the grade, alignment, and stability of forms immediately before
placing concrete, and make all necessary corrections. Use a straightedge or other
approved method to test the top of forms to ensure that the ride quality requirements
for the completed pavement will be met. Stop paving operations if forms settle.or
deflect more than 1/8 In. under finishing operations. Reset forms to line and grade,
and refinish the concrete surface to correct grade.
Avoid damage to the edg.e of the pavement when removing forms. Repair damage
result_ing 'from form removal and honeycombed areas with a mortar mix within 24 hr.
after form removal unless otherwise approved. Clean joint face and repair
honey·combed or damaged areas within 24 hr. after a bulkhead for a transverse
construction joint has been removed unless otheiwise approved. Wh~n forms are
removed before 72 hr. after concrete placement, promptly apply membrane curing
compound to the edge _of the concrete pavement.
Forms that a·re not the same depth as the pavement but are within 2 in. of that depth
are permitted if the suboase is trenched or the full width and length of the form base ·
is supported with a -firm material to produce the required pavement thickness:
Promptly repair .the form trench after use. Use flexible or curved wood or metal f<?rtns
for curv~s of 100-ft. radius or less.
D. Concrete Delivery. Clean delivery equipment as necessary to prevent accumt1lation
of old concret~ before loading fresh concrete. Use agitated delivery equipment for
concrete designed to hc;tve a slump of more than 5 in. Segregated concrete is subject
to rejection. Place agitated concrete within eo'min. after batching. Place ·non-~g[t~ted
concrete within 45 min. after batching. In hot weather or under conditions caµ~ing
. quick setting of the concrete, times may be reduced by the Engineer. Time 'limitations
niay be extended if the Contractor can· demonstrate that the concrefe can b.i · · ·
properly placed, consolidated, and finished without the use of additional water.
E. Conc.rete Placement. Do not allow the pavement edge to deviate from th!3
established paving line by more than 1/2 in. at any point. Place the concrete as ,n~?r
as possible to . its final location, and minimize segregation and rehandling. Wrrnr~ ; ....
hand spreading ·is necessary, distribute concrete using shovels. Do not use rakes or
vibrators to distribute concrete. ..· ·
1. Pavement. Consolidate all concrete by approved mechanical vibrators operated
on the front of the paving equipment. Use immersion-type vibrators that
simultaneously consolidate the full width of the placement when IJl~Chine :· ,
finishing. Keep vibrators from dislodging reinforcement. Use hand-operateq .
~.: ~:.
.... ·=/·
" (.
vibrators to consolidate concrete in areas not accessible to the machine-mounted
vibrators. Do not operate machine-mounted vibrators while the paving equipment
is stationary. · ·
2. Temp_erature Restrictions. Place concrete that is between 40°F and 95°F at the
time of discharge, except that concrete may be used if it was already in transit
when the temperature was found to exceed the allowable maximum. Take
immediate corrective action or cease concrete production when the concrete
temperature exceeds 95°F.
Do n_ot place cqncrete when the ambient temperature in the shade is below 40°F
and falling unless approved. Concrete may be placed when the ambient
temperature in -the shade is above 35°F and rising or above 40°F. w_hen
temperatures warrant protection against freezing, protect the pavement with an
approved insulating material capable of protecting the concrete for the specified
, curing period. Submit for approval proposed .measures to protect the concrete·
from anticipated freezing weather for the first 72 hr. after placement. Repair 9r
~eplace all concrete damafJed by freezing.
F. Spreading and Finishing. Finish all concrete pavement with approved self-
propelled equipment. Use power-driven spreaders, power-drive_n vibrators, power7
driven· strike-off, and screed,. or approved alternate equipment. Use the transverse
finishing equipment to compact arid strike o.ff the concrete to the required section
a.nd grade without surface voids. Use float equipment for final finishing. Use concrete
with a consistency that allows completion of all finishing o·perations without addition
of water to the surface. Use the minimal amount of water fog mist necessary to ·
maintain a moist surface. Reduce fogging if float or straightedge operations result in
excess slurry.
1. Finished su·rface. Perform sufficient check~ with long-handled 10-ft. ~nd .-15-ft.
straightedges on the plastic concrete to ensure that the final surface ,~twit~in the
toletarices specified in the contract documents. Check with the straighte~ge
parallel to the centerline. ·,
2. Maintenance of Surface Moisture. Prevent surface drying of the paV~f11ent ·
before application of the curing system. Accomplish this by fog application_s _of
evaporation retardant on the pavement surface. Apply evaporation retardant at .
the rate recommended by the manufacturer. Reapply the evaporation retard!=mt
as needed to maintain the concrete surface in a moist condition until curJng ·
system is· applied. Do not use evaporation retardant as a finishing aid. ·· ·
• # ~
3. Surface.·Texturing. Perform surface texturing using a combination of a carpet
drag and -metal tining, if required by the contract documents. Complete final
texturing before the concrete has att.ained its initial set. Draw the carpet drag
lorigitudrnally along the pavement su·rface with the carpet contact surface area
adjusted fo provide a satisfactory coarsely textured surface.
Operate ·the metal-tine device to obtain grooves spaced at 1 in., approximately
3/16 in. deep, with a minimum depth of 1/8 in., and approximately 1/12 in. wide.
Do not overlap a previousry tined area. Use manual methods for achieving similar
results on ramps and other irregu·lar sections of pavements. Rep·air damage to ·
the edge of the slab and joints immediately after texturing. Do not tine pavement
that will be overlaid .. ·
4. Small or lrregular Placements. Where machine placements and finishing of
concrete pavement are not practical, use hand equipment and procedures that
produce a consolidated and finished pavement section to the line and grade.
CP-5
5. Emergency Pro~edures. Use hand-operated equipment for applying texture,
evaporation retardant, and cure in the event of equipment breakdown.
G. Curing. Keep the concrete pavement surface from drying by water fogging until the
curing material has been applied. Maintain and promptly repair damage to curing
materials on exposed surfaces of concrete pavement continuous'ly for.at least 3
curing days. A curing day is defined as a 24-hr. period when either the temperature
taken in the shade away from artificial heat is above 50°F for at least 19 hr. or when
the surface temperature of the concrete is maintained above 40°F for 24 hr. Curing ·
begins when the. concrete curing system has been applied. Stop concrete paving if
curing compound is not being applied promptly and maintained adequately. Other
methods of curing in accordance with Item 420, "Concrete Structures, n may be used
when specified or approved.
1. Membrane Curing. After texturing and immediately after the free surface
moisture has disappeared, spray the concrete surface uniformly with 2 coats of
membrane curing compound at an individual. application rate of not more than
180 sq. ft. per gallon. Apply the first coat within 1 O min. after completing texturing
operations. Apply the second coat within 30 min. after completing te~uring
operations. .
Before and during application, maintain curing compounds in a uniformly agitated
condition, free of settlement. Do not thin or dilute the curing compound.
Where the coating shows discontinuities or other defects or if rain falls on the
newly coated surface before the film has dried enough to resist damage, apply
additional compound at the same rate of coverage to correct the damage. Ensure
that the curing compound coats the sides of the tining grooves. ·
H. Sawing Joints. Saw joints to the depth shown on the plans as soon as sawing can
be accomplished without damage to the pavement regardless of time of day or
weather conditions. Some minor raveling of the saw cut is acceptable: Use a chalk
line, string line, sawing template, or other approved method to provide a true joint
alignment. Provide enough saws to match the paving production rate to ensure
sawing completion at the earliest possible time to avoid uncontrolled cracking.
Reduce paving production if necessary to ensure timely sawing of joints. Promptly
restore membrane cure damaged within the first 72 hr. of curing.
,. Protection of Pavement and Opening to Traffic. Testing for early opening is the
responsibility of the Contractor regardless of job-control testing responsibilities
unless otherwise shown in the plans or directed. Testing result interpretation for
opening to traffic is subject to the approval of the Engineer.
1. Protecti'on of Pavement. Erect and maintain barricades and other standard and
approved devices that will exclude all vehicles and equipment from the newly·
placed pavement for the periods specified. Before opening to traffic, protect the
pavement from damage due to crossings using approved methods. Maintain an
adequate supply of sheeting or other material to cover and protect fresh concrete
. surface from weather damage. Apply as needed to protect the pavement'surface
~mw~fu~ •
2. Opening Pavement to Traffic. Before opening to traffic, clean pavement, place
stable material against the.pavement edges, seal joints, and perform all other
traffic safety related work. ."\
CP-~
01 /1 6/200 7 10:57 8173 297011 SOUTHWEST ASSURANCE PAGE 02/02
AC.QR!) ... CERTIFICATE OF LIABILITY INSURANCE I D~T'l:(MM/0Dr.'VYY)
12/21:1/2006
PllOCUCE!t FA)( 817 •32!1-7011 THIS CERTIFICATE IS ISSUl!D AS A MATTl!R OF INFORMATION
southwest Assurance Group, Inc. ONLY ANO CONF!RS NO RIGHTS UPON THE Cl!RTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT .AMl!ND, l!XTENO OR
100 0 S. Main St., #UO AL Tl!R THE COVER.AGE AFFORDED l!Y THE POLICIES l!ELOW.
Grapevi ne, Taxas 76051
INSURERS AF~ORDING COVERAGE NAIC#
IN3UltED ING URlil'IA:Oh.io Casualty Insurance
Phi l lip K. Agboje DBA: INSURiR B: Texas Mutu-1 Insurance
PAE E Engineering Company INSURERC :
672 9 Sf pphi~a Cir. N INSURER D:
Coll avville TX 76034 INS Ul'!l!R E:
COVERAGi;S
T HE POLIC IES OF IN SURAN CE LI STED B!I.OW HAVE BEEN ISSU ED TO THE INSURED NAMED ABOV E FOR THE POI.ICY P!RIOD INDICATED . NOTWITMSTANDING ANY
REOUIRE ¥E NT, TERM OR COND IT ION OP' ANY CON TRACT OR OTHER DOCUMENT W(TH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MA Y PERTAIN,
T l-I E IN S URA NC E A FFORDED ~y THE POL ICl~S DESCRIBED H!REIN IS SUBJ ECT TO ALL THE il!RMS , EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.
AGGREGATE LIM ITS SHOWN MAY H AV !: BEEN RED UCED 6Y PAID CL A IMS .
IN,~ ADD'L I TYP!! o, IN3U,V.NCE LT" INSRO POLICY NUM&II'\ ~oucp;~Fl'l:CTI~~ OATli M/ODNY '"8~1fl1~ilt~t LIMIT! ·
A ~NERAL LIASILIN 8HOS325;!S13 09/28/2006 09/28/2007 !!ACH occu~RENC!! $ 1,000 ,000
X COMME RCIAL C.ENO:RAL Ll l'f!ILI TY ~:~~~J ~F~~~~nee\ $ 100 ,000 -D Cl AIMS MA CE @ OC CU R -M r;o iXP fArlv o~e __,.,n) $ 10 ,000
£ xc u Inc:luded P'l!t'tSO NIIL & AD\/ INJU"Y s 1,000,000
....._ G•Nll'!ALAGGR!!G ATF s :c ,000,000
GtN'L AGGR ~GP.TE I.IMfT ArPLi li:S PER: 11 POL ICY rxi· rm n LOC
PROO UCTS • COMP/OP A"'r.. s 2 ,000 ,000
A AUTOM091 LE LIAIILllY IAOS32S;2S73 09/21!1/2006 O!lnB/2007 CO MISIN EC S1NGL!: U MI 1 ,000 ,000 -(1!3 acl'lrlot1 l i ' ~ ANY AUTO
....._ ALL OWNED AUt0$ BOD ILY INJU RY $ (Per pr.roon ) ~C:f'~l)ULCD AUTOS ·-
X HIREO AVT0 $ !OOILY INJUl'!Y --(Pt!< 3CC1 d~nl ) s X NON-O WN EO AUTO S ....._
....._ PRO PERTY DAMII GE $ (Po< Scd danl)
GARAGE LIAIIILITY AUTO ONLY • EA .ACCICeNT s
R ANYI.UTO Oil-i•Rlt1.AN !!AACC $
AUTO ON LY: AGG s
A ,x c ES5IUl'1 IIRELLA LI A!!ILITY Ulil0.5325 :?.673 0~/28/2006 OSl/:18/2007 ~ACH ocr.11 "•c.,,..r: s 1,000,000 tJ OCCIJ R D CLAIMS MAO~ AGG"J:ClATf': $ 1 ,000 ,000
$
~ oi;:cuc r 11!1.F, $
R~TENT IO N $ s
l!!I WO RKS.RS COMPENSATIO N AND T!P000114P534 09/29/2006 09/28/2007 Y IT~lI~Ns l 1°;t ·
EMPLOYtllS ' LIMILrTY
IU . !!ACl-i ACCIOl:NT $ 500,000 A N PROP1'1 E'l'O RIP ARTN E.M.Xl!.CUT IV1i
OFF ICERIMla M!El'I F.XCLUDf l)? I..L OISEA&i;: -l!A !MPLOYl!C I 500,000
ll ~l'.'f , d~C11ht undcf
:S~~'CIA L Pl'l0Vl$10NS belC7-Y E.L. DJ$SA$1. • PO LICY LIMIT S 500,000
A OTMltR Inland Ma:r.ini;i Policy BMOS3252673 OSl/28/2006 09/28/~007 Loased, Rented Equipment:
$50,000 any one item/lo••
$1,000 ~gductibla
,----··
OliSCRl '110N OF OP'&:RATION$/l,OCATIONSN!:HICLESl !XCLIJSIONS ACCJi;o SY INODR3CMl!NTISPECIAL PROVJS!ONS
ita o~ficera , Proj eo t No. ~~9l -020~30522900 • H.M.A -C !urface Overlay 2006•16 -Th~ City of Fort worth, amployaas .in4
sarv ll!lta are n!ll!l~d .i . a ddi tional ~~sured, as r~guirad by writt•n contrac:t.
CERTIFICATE HOLD~!\
City of Fort Worth
1000 Throckmorton Street
~Qrt ffQrth, TX 76102
ACO~C 2S 12001/08} ----
CANCRLATION
$MOULD ANY 0~ THI ill!IOV! D!!SC!t!HD POLICI" I! CANCILLl!O BEFORE THE
EXP1RA"Tl0N OATE TMliR!!O~, Tl<!! ISSU1NG INSUR•R WILL liNDl!A\/0" TC MAIL
l O DAYS Wl'IT'll:N N01'1CII: TO T'Hli CliRTll'ICATI! MOLD!!I'\ NAMED lO TMI Lfl'T. 8UT
FAILVR~ TO 00 SQ SMALL 1r,il'OSI! NO 013~1GATION 011 LIAIIILrn' OF ANY KINCI UPON Tlll;
INSURER ITS AC!!NTS CR l'lCl'l'les!NTATIVU.
A\fTttOIUZ!!C l'ICP'llliSENTATIVQ
S Z inecker/SHANON
.... , ·"---•-• ,....,,•w 'lll-,7..t\&.1111
~ CORPORATION 1988
Pa90, or,
CERTIFICATE OF INSURANC E
TO : CITY OF FORT WORTH Date ~ De cember 19 , 2006
AME OF PROJE CT : H.M .A.C. Surface Overl ay 200 6-1 6
ROJ ECT NUMBER: GS9 3-02 093 05229 00
S TO CE RTIFY THAT: PAEE Engin ee ring Co mp a ny, In c.
ts , at the date of t his certificate, Insured by thi s Co mpan y with respect to the bu siness o perations hereinafter described , for
1 e type of insurance and accordance with provisio ns of the standard policies used by this Company, and further
ereinafter described . Exce ptions to standard po licy noted o n reverse side he reof.
TYPE OF INSU RANCE
I Po li cy Effective Ex pire s Li mits of Liability
Wqrke r's Co mpensation TSF000114 953 4 9/28/2006 9 /28/2007
Co :np rehensive General Bodi ly Injury:
Liab "lity Insurance (P ublic BH053252673 9 /28/2006 9/28/2007 Ea. Occurrence : $1 ,000 ,000
Liabi li ty) Property Damage:
I Ea. Occurrence : $100,000
B last ing Ea . Occurrence : $
Co lap se of Bui lding or
structu res adjace nt to Ea. Occurrence: $ ---I excavations
Damage to Underground
Uti lities Ea. Occurrence: $
Builder 's Ri sk
Co mprehens iv e Bod il y Injury:
Autom ob ile Li a bility BA053252673 9/28/2006 9/28/2007 Ea . Perso n : $
Ea. Occurrence: $
I Property Damage:
Ea. Occurrence: $
Bodi ly Injury:
Co nt actua l Liability Ea . Occurrence: $
Pr o perty Damage :
Ea. Occur rence : $
Othe r
I
Locati o ns cove red: -----------------------------------
Des c rip ti o n of o perat ions covered :-----------------------------
1
The above policies either in the bod y thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in Jess than five (5) days after the in sured has received wr itten notice of such change/or
ancellation.
here ap pli ca bl e local laws o r regu lations req uire more t han fiv e (5) days ac tu a l noti ce of change or cancellat ion to be
ss ur ed , the above po li cies co ntain suc h s pe c ia l requireme nts, eithe r in the bod y thereof or by approp riate endorsement
t eret o attache d .
he City , its officers , empl oyees and se rvant s shall be endorsed as an additiona l insured on Co ntractor 's insurance po licie s
exce ptin g empl oyer 's liabi lity ins urance coverage under Co ntractor 's workers ' co mpensation insurance policy.
A enc In s urance Company: ___________ _
=R=ort~W~ort~h~A=g=e=nt'-------------~ By __________________ _
Addre ss _________________ _ Tit le ------------------
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 Engineering No .5251 and City of Fort Worth Project No . GS93-
020930522900.
STA TE OF TEXAS
COUNTY OF TARRANT
§
§
§
CONTRACTOR
.J(}Ll/l t' ~ 8/J~lJf;i _.t he undersigned authority , on this day p~rsonally . appeared
I n il & , known to me to be the person whose name 1s subscribed to the
foregoing instrument , and acknowledged to me that he executed the same as the act and deed
of PAEE Engineering Company. Inc. for the purposes and consideration therein expressed
nd in the capacity therein stated. -;t£
Given Under My Hand and Seal of Office this ~ day of vMufrt_ \/2o d. 7
e . LINDA TAYLOR
Notary Pl.bile:
STA TE OF TEXAS
MyComm. Exp,0511512010
,.
EQUIPMENT SCHEDULE
List of Equipment owned by Bidder that is in serviceable condition
and available for use:
Portions of work Bidder proposes to sublet in case of Award of
Contracts including amount and type:
EXPERIENCE RECORD
L. t f . t h 1s o proJec s your orgamzatlon as success full 1 t d ycomp e e
Amount Of Contract Type of Work Date Accepted Name and Address of Owner
Award
I
I
I
List of projects your organization is now engaged in completing:
Amount Of Contract Type of Anticipated Name and Address of Owner
Award Work Date of
I Completion
I
I
I
List Surety Bonds in force on above incomplete work:
1ate of Contr_act Award Type of Work Amount of Name and Address of
Bond Bond Surety
I
I
I
PERFORMANCE BOND Bond No. 4355027
HE ST A T E OF TEXAS §
KNOW ALL BY THESE PRESENTS :
COUNTY OF TARRANT §
SureTec
T h at we (1) PAEE Engineering Company, Inc. as Principal here in , a nd (2) Insurance Company a
corporation organized und er the laws of the State of (3) Texas , an d w ho is authorized to issue surety
bonds in the State of Texas , Surety herein , are he ld and firmly bound unto the C it y of Fort Worth , a municipal
corporatio n loc ated in Tarrant a nd Denton Cou nti es , Texas, Obligee herein , in the s um of:
Seven Hundred Ninet Thousand Seven Hundred Fift and no/100 ...................................................................... .
($790,750.00) Dollars for the payment of which s um we bind ourselves, our hei rs, exec ut ors , administrators ,
. ucc essors and ass igns, jointly a nd severa ll y, firmly by these presents.
WHEREAS, Principal has entered into a certai n contract wi th the Ob li gee dated the 19th of December,
2006 a copy of w hi c h is attac hed hereto a nd made a pa rt hereof, for the construction of:
H.M.A.C. Surface Overlay 2006-16
NOW THEREFORE, the conditio n of this o bli gation is s uch , if the sai d Principle s hall fait hfull y perform
he work in accordance w ith the plans , s pec ifi catio ns, a nd contract do cum ent s an d s ha ll fully indemnify and hold
armless the Obligee from a ll costs and da mages which Obligee may s uffer by reaso n of Principal 's defau lt , a nd
eimb urse and repay Ob li gee for a ll outlay a nd expe nse that Obligee may in c ur in mak in g good s uc h defau lt , then
t s ob li gatio n s ha ll be void ; otherw ise, to remain in full force and effec t.
PROVIDED , HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
F ode, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such
tatute , 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
xecuted this instrument.
SIGNED and SEALED this 19 1
h of December, 2006.
TTEST:
(Principal) Secretary
(SEAL)
p:~~~/.
Title:~~
6729 Sapphire Circle N.
TTEST:
SEAL)
Witness asto~ety
I ; ooo S. Ao.,'.... S+. , S ... : b. :2 t«u
(Ad dress)
b-<.:t.f '-" :~~ ;,-)( ':}C,,oS I
Colleyville, TX 76034
(Address)
SureTec Insurance Company
Surety
BY:~~~~~~~·~
(Attorn~5)
9737 Great Hills Trail, Suite 320
Austin, TX 78759
(Address)
NOTE: Date of Bond must not be
prior to date of Contract
(1) 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
b oUNTY OFT ARRANT
§
§
§
PAYMENT BOND Bond No. 4355027
KNOW ALL BY THESE PRESENTS:
That we , ( 1) P AEE Engineering Company, Inc., as Principal herein, and (2) SureTec Insurance Company
,__ __ , a corporation organized and existing under the laws of the State of(3) _~T~e=x=a=s ___ , as surety, are
eld and firmly bound unto the City of Fort Worth , a municipal corporation located in Tarrant and Denton Counties,
exas, Obligee herein , in the amount of Seven Hundred Ninety Thousand Seven Hundred Fifty and
no/100 ................... Dollars ($790,750.00) for the payment whereof, the said Principal and Surety bind themselves
nd 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 19th day of
December, 2006, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if
~opied at length , for the following project:
H.M.A.C. Surface Overlay 2006-16
NOW , THEREFORE , THE CONDITION OF THIS OBLIGATION IS SUCH , that if the said Principal
. hall 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
l oid ; otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
p ode , as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said
tatute, 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
xecuted this instrument.
SIGNED and SEALED this 19th day of, December 2006.
I TTEST:
(Principal) Secretary
(SE AL)
(SE AL)
NOTE : ( 1)
(2)
(3)
Address: 6729 Sapphire Circle N.
Colleyville, TX 76034
SureTec Insurance Company
SURETY
By ~ ff
Name : Steven J. Zi'
Attorney in Fact
Address: 9737 Great Hills Trail, Suite 320
Austin, TX 78759
Telephone Number: _8_17_-_32_9_-7_0_07 __
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.
MAINTENANCE BOND Bond No. 4355027
HE STATE OF TEXAS §
COUNTY OFT ARRANT §
That PAEE Engineering Company, Inc. ("Contractor''), as principal, and SureTec Insurance Company
-----'-a corporation organized under the laws of the State of Texas , ("Surety"), do hereby
bcknowledge themselves to be held and bound to pay unto the City of Fort Worth , a Municipal f orporation chartered by virtue of Constitution and laws of the State of Texas , ("City ") in Tarrant
County, Texas, the sum of Seven Hundred Ninety Thousand Seven Hundred Fifty and
o/100 ............................................................................................................................................ Dollars
~$790 1750.00), 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
r orth , dated the 19th of December , 2006, a copy of which is hereto attached and made a part hereof,
for the performance of the following described public improvements:
H.M .A.C. Surface Overlay 2006-16
the same be ing referred to herein and in said contract as the Work and being designated as project
number(s) GS93-020930522900 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
f he 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
I 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
epa ir or reconstruct said Work as herein provided .
I 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.
I Th is obligation shall be a continuing one and successive recoveries may be had hereon
or success ive breaches until the full amount hereof is exhausted .
IN WITNESS WHEREOF , this instrument is executed in 10 counterparts , each of which
s hall be deemed an original , this 19th day of December , A.O. 2006.
TTEST:
SE AL)
Q/;10,.vur.01,1'{fo1 1 v;;,
Secretary
ATTEST:
(SE AL)
Secreta ry
PAEE Engineering Company, Inc. ::ntr~
Name : Plft f -~R_f b
Title: ·o ~X---
SureTec I nsu rance Company
Surety
By : __ -=_.__--'---~¥----=::,,,,,...:.....;.:. ___ _
Name : ------+---'i.::::---c::;;,,<------
9737 Gr eat Hills Trail , Suite 320
Austin TX 78759
Address
POA #: 4221049
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
K11ow All Me11 by These Prese11ts, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does b y these presents
make, constitute and appoint Steven Lott, S ophinie Kheang, Clinton Norris, W. Bert Duckett, Peggy P . Hogan , Dav id C. O x ford ,
S te phen J . Rickenbacher, Rudolph Norris, Sherrel Owston, Cha rles K . Miller, Shannon L. Mill e r, Steve n J. Zinecke r
o f Dalla s, Texas its true and lawful Attomey(s)-in-fact, with full power and authority hereby conferred in its n ame, place and ste ad, to
execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or c on tr acts of suretyship to
include waive rs to the conditions of contracts and consents of surety, providing the bond penalty does not exceed
Five Million and no/I 00 Dolla rs
and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
sea l of
1
the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the
pre mises . Said appointment shall continue in force until December 3 I, 2007 and is made under and by auth ority of the following
r es olutions of the Board of Directors of the SureTec Insurance Company:
Be ii Resolve d , that the Presid ent, an y Vice-President, any Assistant Vice-President, any Secretary or any Assi stant Secretary sh all be and is
hereb y vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to rep rese nt and act for and on
behalf of the Company subject to the follo wing provisions :
Attorn ey-in -Fact may be gi ven full power and authority for and in the name of and of behalf of th e Company, to ex ecut e, ackno wled ge and
deli ver, any and all bonds, recognizances , contracts , agreements or indemnity and other conditional or obli gatory un dertakin gs and an y and all
notices and documents canceling or terminating the Company 's liability thereunder, and any such instrumen ts so executed by an y such
Attorne y-in-Fact shall be bindin g upon the Company as if signed by the President and sealed and effected by the Co rporat e Secret ary .
Be ii Resolved, that the signature of any authorized officer and seal of the Company heretofore or here after affixed to any powe r of att orn ey or
any certificate relating thereto by facsimile , and any power of attorney or certificate bearing facsimile sign ature or facs imile seal shall be val id
and binding upon the Company with respect to any bond or undertaking to which it is attached . (Adopted at a mee ting held on 201h of Ap r il,
1999 )
111 Wit11ess Whereof, SURETEC INSURANCE COMP ANY has caused these presents to be signed by its President, and its c orporate seal
to be hereto affixed this 20th day of June, A .D . 2005 .
State of Texas
Co unt y of Harr is
ss :
#ft\ll \Ullll!tl;MJr,t
l.)f\ANc "'~ ~"'·········-~~ '-,~' ···.00, J/1 "'-,;\ ... \ ,_ I .~ .. wi w )~1 a:\ <"!, / '2:! i ···~ . .J. /":I , ........... /
:/
O n thi s 20th day of June, A.O. 2005 before me personally came Bill King , to me known , who, being by me duly sworn , di d depo se and say, th at he
resi des U1 Houston , Texas , that he is President of SURETEC INSURANCE COMPANY , the company des crib ed in and whic h exe cuted th e abo ve
instrum ent ; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal ; that it was so affi xed by ord er of th e
Board of Directors of said Company; and that he signed his name thereto by like order.
August 27, 2008 M y commission ex pires August 27, 2008
I, M. Bre nt Beat y, Assistant Secretary ofSURETEC INSURANCE COMPANY , do hereby certify th at the above and fo re goin g is a tru e and corre ct copy
of a Po wer of Attorne y, executed by said Company, which is still in full fo rce and effect ; and furth ermore, the resolution s of the Board of Directors , se t
out in th e Power of Attorne y are in full for ce and efTect.
G ive n under m y hand and the seal of s aid Compan y at Houston, Texas this 1 9 th day of December
Any instr ument issued in excess of the penalty stated above is totally void and without any validity.
For verification of the authority of this power you may call (713) 812-01300 any busi ess day betwP.en 8:00 am and 5:00 pm CST .
I SureTec Insurance Company
THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION -,
Statutory Comp l aint Notice
To obtai information or mak e a compla int: You ma y call the Surery 's to l l free te lephon e numb er for info nnatio n or to m ak e a
co mpl airul ar: 1-86 6-732 -0099 . Yo u ma y also writ e 10 the Surery at:
SureT ec Insurance Comp any
9 737 G ,c:a t Hi!ls Tra il, Sui te 32 0
A usti n, T :x 78759
Yo u ma} conta ct lhe Te xas Departmem of Insurance lO obIBin infonnat ion on comp ani es, cov er age , right s or comp )aims a1 l -8 00 -252-
3439 . You m ay \.Vrite th e Te xa s Dep artmen t oflnsurance at
PO Box 149104
!.l n ctin T Y 7S1 7 1LL01 n L1
~ ... _...,_ ..... , . .., .. ' ...... , ... ., ~"" '
Fax# 512-4 75-l77l
PREMIUM OR CLAIM DISPUTES: Should yo u ha ve a dispute concerning your premium or abou t a claim , you sh ou ld c oma cr the
Surety firs t. If the disp ute is not reso lved , you m ay contact the Tex as D epa.run ent of In surance.
--------------------------------------------------------------------------------------------------------------------------
Terrorism Ri sks Ex clusion
Th e B omd t o whi ch this Rider is attached do es n ot provide cov erage for , and the surety shall n ot be liabl e for,
l osses oau s ed by act s of terroris m , riot, civil insurre cti on, or ac ts of war .
Exclusio n of Liability for
Mold , M y cotoxins , Fungi & Environmental Hazards
Th e B on d to which this Rider i s attached do es not provide cov erag e for, a.rid the surety thereon shall n ot be
liabl e for , m olds, livi..ng or dead fungi, b acteri a, al lerg ens , histamines, spor es , h yphae, or m y cot oxins, or their
r elat ed products or parts, nor fo r an y en v ironmental hazards, bio -h azards , hazardou s materials, e n vironmental
sp ill s, contamination, or cleanup , n or the r emediati on thereof, no r the consequences to perso n s , p roperty, or the
perfo rman ce of the bonded obli gations , of the occurrence , exist enc e , or appeara..-rice there of.
Warranty Limitati on Rider
In no even t s ha ll S ur ety have a ny obli g ation fo r a ny Joss occurring or claim m ad e by Ob li gee more t ha n twe nty five
months afte r the da i e on w hi ch Subcontra ct or e ither s ub stanti a lly comp lete d its work o r brea ch ed the S ubcontract ,
w hich eve r is t he fi rs t to occur
Texas Ride r 010106
ifHE STATE OF TEXAS
COUNTY OF TARRANT
C ITY OF FORT WORTH, TEXAS
CONTRACT
KNOW ALL BY THESE PRESENTS
This agreement made and entered into this the 19th day of December A .D., 2006, by and
etween the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and
xisting under and by virtue of a special charter adopted by the qualified voters within said City on the
I th day of December, A .D . 1924 , under the authority (vested in said voters by the "Home Rule"
rovision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular
eeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner,
AEE En ineerin Com , HEREIN AFTER CALLED Contractor.
WJTNESSETH: That said parties have agreed as fo ll ows:
I.
That for and in consideration of the payments and agreements hereinafter mentioned to be made
and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith ,
the sa id Contractor hereby agrees with the said Owner to commence and complete the construction of
certain improvements described as follows:
H.M.A.C. Surface Overlay 2006-16
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
abor, tools, appliances and materials necessary for the construction and completion of said project in
ccordance with the Plans and Specifications and Contract Documents prepared by the Department of
!E ngineering 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
1ereto attached and made a part of thi s 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 a nd finish the same ready for the inspection and approval of
1e Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
ithin a period of 95 working days .
f 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
onditions , there shall be deducted from any monies due or which may thereafter become due him, the
1um of $315 Per working day, not as a penalty but as liquidated damages , the Contractor and his Surety
hall be liable to the Owner for such deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
~pecifications 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
~nd complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost
o the said City shall exceed the contract price or prices set forth in the said plans and specifications made
1 part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and
pecifying an itemized statement of the total cost thereof, said excess cost.
6
p ontractor 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,
10ld harmless and defend, at its own expense, the Owner, its officers , servants and employees, from and
gainst any and all claims or suits for property loss, property damage, personal injury, including death ,
rising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor,
·ts officers, agents, employees, subcontractors , licensees or invitees, whether or not any such injury,
.rlama e or death is caused in whole or in art b the ne Li ence or alle ed ne Li ence o
frwner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify
nd 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 injury or damage is
caused in whole or in part by the negligence or alleged negligence of Owner, its officers,
servants or employees ..
1 the event Owner receives a written claim for damages against the Contractor or its subcontractors prior
o final payment, final payment shall not be made until Contractor either (a) submits to Owner
atisfactory evidence that the claim has been settled and/or a release from the claimant involved , or (b)
rovides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred
o the insurance carrier.
he Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
ork from a Contractor against whom a claim for damages is outstanding as a result of work performed
nder a City Contract.
7.
The Contractor agrees , on the execution of this Contract, and before beginning work, to make ,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
1 rticle 5160 of the Revised Civil Statutes of Texas, as amended , in the form included in the Contract
Documents, and such bonds shall be for 100 percent of the total contract price , and said surety shall be a
~urety 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
l ubmitted 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,
s hall be Seven Hundred Ninety Thousand Seven Hundred Fifty and no/100 ................... Dollars,
I ($790,750.00).
9 .
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
s ublet or assigned to anyone else by said Contractor without the written consent of the Director of the
I
Department of Engineering.
10.
Th e Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
f lassified , 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
he State of Texas with references to and governing all matters affecting this Contract, and the Contractor
i grees to full y comply with all the provisions of the same .
fN WITNESS THEREOF, th e City of Fort Worth has caused this instrument to be signed in 10
c ounterparts in its name and on it s behalf by the City Manager and attested by its Secretary, with the
c orporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its
r uly authorized officers in 10 counterparts with its corporate seal attached.
Done in Fort Worth , Texas, this the 19th day of December, A.D ., 2006.
fECOMMENDED :
BY:~ I
DIRECTOR, DEPARTMENT OF
ENGINEERING
RANSPORTATION/PUBLIC WORKS
IDIRECTOR
:P AEE Engineering Company..,;:lm:.
729 Sapphire Circle N.
t oneyville, TX 76034
ONTRACTOR
TITLE
ADDRESS
I ovember 1960
Revised May 1986
Revised September 1992
CITY OF FORT WORTH
CITY MANAGER
7
Marc A. Ott, Assistant City Manager
ATTEST:
CITY SECRET ARY
(SE AL)
APPROVED AS TO FORM AND
AS
(To be printed on Contractor's Letterhead)
Date: ---
Project Name: __
DOE No.: ---Project No: __ _
MAPSCO location: ---
Street Rehabilitation of ---(S~tr-ee-t N=a-m~e) ___ _
Project limits from -~-e,--~ __ to --~--.,.,~-,,---
(Street Name) (Street Name)
NOTICE OF CONSTRUCTION
This notification is to inform you that under a contract with the City of Fort Worth,
our company will be rehabilitating the named streets.
The first phase of construction on the street will begin approximately THREE (3)
DAYS FROM THE DATE OF THIS NOTICE: The phases on this project are as
follows but not limited to nor will all phases effect your homes frontage: 1-Saw cut
to isolate badly broken and/or misaligned curb/gutter, valley gutter or driveway
approaches 2-Remove the isolated old concrete, form and pour concrete. 3-Mill the
asphalt e~ge or re-stabilize the streets sub-base. 4-Application of the asphalt ·
overlay.
If you have questions concerning this project please call
MR. ---,.,.,----,-___,-,.,.---,--,--,--,,----AT (817) ------(Contractor's Superintendent)
OR
MR. -r,,,;r.--~---,-,-------AT (817) 871-8306
( City Inspector)
For emergencies after 4:30 P.M. or on Weekends, Please call (817)871-7970
PLEASE KEEP THIS FL YER HANDY WHEN YOU CALL.
./
--.. 0
-
-tj-
PROJECT .DESIGNATION SIGN
-------4' -0"-------.i
1'/. II
FORT WORTH--~·. . . PM: 288 .
PMS ·157
3"
3 "!S I BEET MAINT CE
. 3"1 PROGRAM .· . . . . .=r 3"
1y2 •• t . Contractor: y
2
,,
2Y2··.t Contractor's ·· Name -v
2
••
TELEPHONE NUMBER
FORT WORTH IN LOGO-
CHELTINGHAM BOLD ·
ALL OTHER LETTERING IN ARIAL BOLD
.LOGO . COLORS: .
FORT WORTH -PMS 288
LONGHORN LOGO-PMS 167
,-.
0
~
Ill: ...
%
8
~ . ...
0 ·z
.... u
~ a: ,-.
:z:
0 u
~
,-.
0
ii:
LE·GEND
JI : ~ I 11 . I ij -
H. M~'A.C. REHABILITATION
. WEDGEMILL~O
(RECY~LE / OVERLAY. ONLY ·)
NOTE: BUTT JOl_~TS NOT
REQUIRED WITH
REMIXING PROCEs·s.
. · TYPIC·AL
STREET BEGIN OR
END POINT •
REGARDLESS OF
THE INTERSECTING
STREETS ANGLE.
LAYOUT. FOR RECYCLING ACTIVITES
UNLESS NOTED' OTHERWISE .IN STREET SCHEDULE ~
,
BUTT ·JOI .NT '
0-1
REVISED:
IU:V , N•, OATl :
1990
r
/. NOTE: :U)AN ATTEMPT HAS BEEN "1ADE.·TO DETAIL
· . AS MANY STD. FIELD SITUATIONS AS
POSSIBLE HOWEVER I THE CONTRACTOR
MIGHT HAVE TO OVERLAP PARTS . OF
THESE DETAILS TO CONFIGURE ·A
LAYOUT THAT BEST APA.iES TO A
..
BUTT
JQINT.
1\..
' PARTICULAR SITUATION• .
( 2) BUTT JOINTS NOT REOUIAEO ~ITH
REMIXING PR4'C£SS,
~ ~
[. ~EOIAN
.
STREET BEGIN OR
ENO POINT
LEGEND
. @I II 11. ·1-
MEDIAN
I 1 .. ---
H.M.A.C. REHABILITATiOtt .
WEOGE'i'ILLIHO
( RECYC .LE / OVEALAY
ONLY)
\...
/'
D - 2
.REVI.SEO:
ll(Y,N•, OAT[!
I
l
TYPICAL t99o
LAY_OU'T FO.R RECYCLING ·ACTIVITIES · FOR BLVO, SECTION
UNLESS NOTE:O OTHERW.ISE IN STREET SCHEDULE
\ . :
H.M.A.C. REHABILITATION
•.• II II 14 WEOGEMILLIHG
(RECYCLE/ OVERLAY
ONLY)
NOTE :mAi..L RIGHT TURN STORAGE ·
LANES: SHALL · ISE CONSIDERED
AS PART OF (;ONTRACT,
·(2) BUT.T .JOINTS NOT
. REQUIRED WITH REMIXING.
PROCESS,
·~
..
·.·':·· ' -
TYPICAL
' _c
··, -· ..
HOTE·: IF EITHEft RADIUS DOES NOT HAV£
AN ISLAND, IT WILL BE TREATED
AS INDICATED 8'1 APPLICABLE
DETAIL • .
\..."'-------
SUTT JOINT
·. I . r' STREET BEGIN . OR .
---i..END POINT\ REGARDLESS OF THE
· INTERSE~T NG .STRE.ETS ANGLE.
, r
..
0-3
REVISED:
lltV,N•. OAT(\
1990
.. LAYOUT FOR RECYCLINO ACT·IVITEI .
ONLESS NOTED OTHERWISE IN 5TftEET SCHEDULE.
/ .•
'I..
• ,
I
..
-~
,
TYPICAL
I .•
LEGEND .
ct I ......... ·-H .M .A.C. REHABILITAT'ION
WEOGEMILL'ING '( RECYCLE
/OVERLAY ONLY.)
NOTE ~l)IF ANY COM~I.HAtlON OF ISLANDS
. ANO. RIGHT TURN LANE$ AAE AB .SENT
TUAN RADIUS SHALL BE TREATED
AS STANDARD. BUTT JOINT SHALL
BE SQUARED OFF, IF NEEDEO
AS A RESULT OF EXISTING CONC.
VAt.LEY GUTTER.
(2) BUTT JOINTS NOT REQUIRED
WITH REMIXING PROCESS.
LAYOUT FOR RECYCLING ACTIVITIES WHEN INTE.RSECTING
STREETS ARE RECYCLED SIMULTANEOUSLY
UNLE.SS NOTED OTH~RWISE IN' STREET SCHlDULE
.Y
'I.
I
o-...
REVISED:
A[V, He, DAT[~
I 1990
---1--
COLLAR CONFIGURATION COLLAR CONFIGURATION
FOR PAVED AREA-.,.1---~-~--IN UNPAVED AREA
(8) #4 BARS,
PLACED AS SHOWN.
USE CLASS. "A"
(3000 _LB)
CONCRETE.
COLLAR
THICKNESS
VARIES, 8" MIN.
t
CASE #1
CASE
#1
COLLAR SHALL EXTENO TO
BOTIOM OF 2 :27 CONCRETE
(REBAR REQUIRED).
CASE #2
·CASE
#2
COLLAR, SHALL EXTEND 3" BELOW
BOTIOM OF LOWEST GRADE RING
(REBAR REQUIRED).
4' -0" (MANHOLE)
r2·-o• {WATER VA.LVE)
.PLAN VIEW
G_RADE RINGS
..
SECTfON •A-A•
(MANHOLE COLLAR SHOWN)
(NOT TO SCALE)
CITY OF FORT WORTH, TEXAS
MANHOLE A.ND WATER VAL VE.
CONCRETE COLLAR
......... w
w:":'.i 5 ;;:
I za::: ~w
2~ ........ 3:
: '-'
.Q
I : • 0
'Sf" I
C'I
GROUND
NECK, 1YP.
DA~: 09/2004
STR-028
·-
Ul'AICSIJN .
,IOIKTS
ll4TCH tXIITU(Q
GUTTH
TAAHIITIOII L .&A[A (WIOTtc AS ltE~lftEOI •
, A
PLAN VIEW
Not to S~d/1
An lflnrl M ,..,.. r,u ,.,. ,~,,, ••ti••· t,1• 1111111 8111•111 t/1ptl ·
•Ill H r,~•lu4 k ·,118".I~• roll•r 1r1ttu-._ TII# cHtr•ctor ,111
H Ufli/r,d h lllt IAI 11111,r •lilt "''' ,,,or# "" Jo~ b ·~~"'''!-
?"' COICClttTE
SOUA~ rttr or VAC..&.C'T
.. GUTTClt WUSU1t£D
FROM 11.CK•OF•CURI
TO IAClt • OF • QJltl
.,
.fXIST •. H.M.A.C.
Pvtil 'l • IASE
VAl.l.EY
. GUTTEII
--~-..
l~tc.lLA.C.
TUNSITIOff
Limestone
,•-o•
ltESIDENTl4L ITltf.ETI
UtT 1•
~CI\ETE IA.SE
SECTION •A-A'
e:x 1ST. K.M.JJ:..
,vM'r· • 14SE
# . . • # Tiu, 7 r•lnlorc•d C()l1Cttf4 ralll)' da/1 r,plt1c1 1111 tcp 7."ol 111, paYl(IJlllf rllfl Ill~ r•mt1/nln1
port/Oll·ol pav,mMI 111 H con1truc1,d liu:/udlng 1u~#rtid1 tr1af1111til, In accor¢onc,
wit/I 111, trptcalpar/111 11c/1011. : TII# concr,r, ra/1,y rill /J# ~r1r111~ ac~ordlng lo
ell)' 1lt111dt1rd, ,or CMt:r,t, cqr/J 1111d gqfl•~. TA• t:oacr,t, uan "* of a'tl~llld
and .~cr,,n,d aggr11at1 IJ{lf/J .• "!'"· of llv, (6} 6#t:I• of c,1111111 p1r eu/Jlt: J'O'i'd
of c_oncr,t,. wtth a minf111Jm compressive strength of 3,000 pounds per
square inc~ n seven days. · .
. CONCRETE VALLEY DETAILS
GROUND LINE
0 • <O
I
IO z .
('I ~ .
IO . -
SUIT.ABLE
MATERIAL
TAMPEO 'tN
LIFTS NOT
EXCEEDINC
'12'' LOO SE •.
Cc:J':~J~l, 1 OP Of CUR8
WASHED Ro'ci 12• OVERI-AP .
:1_-. FILTER FABRIC PER
PAV_ ITEM NO. ~ ·.
PI PE SHALL· BE 6 • PERFORATED
POLYVINYL CHLORIDE TUBING
PER ASTM D-1784 UNLESS
. SPECIFIED OTHERWISE. ·
\__ ..
367 Addeadua 3
•
-SUB DRAIN.
CITY OF FORT WORTffeTEXAS-CONSTRUC·TION STANDARD
· .. O.RAWING NO. S-S II f100lr. DATE: 3-7~96
-
-.
ATTENTION:
CURB RAMPS.SHALL BE CONSTRUCTED PERPENDICULAR TO.THE CURB AT
STREET CROSSINGS · WITH LANDtNGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 & 60. .
WHEELCHAIR
RAMPS
STANDARD
DETAILS
CITY OF FORT . WORTH, TEXAS -CONSTRUCTION STANDARD
. OCTOBER, 1992, REDRA~ OCTOBER 2002 .
. '
STREET CURB
MONOLITHIC
SIDEWALK ClRB
LINES TO .BE
1/4''. DEEP
4 JOINT, 4" GAP 1" R
~
. s10E.WALI<
R.O.W.
PAY LIMIT
MAX. LENGTH OF SURFACE TREATMENT (GROOVE)
5' FROM · THE BACK OF CURB.
EXPANSION · MATERIAL
RECESSED 1 / 4" AND
_. SEALED W/ SILICONE
(APPLICABLE TO ALL COLD-JOINTS)
NOTES
TYPICAL RAM .-P X-SECTION 1. . FOR PARKWAY WITH ELEVATION 13ELOW STREET
ELEVATION, THE SIDEWALK CURB MUST BE , 2"
HIGHER Tt,AN THE STREET CURB. CllY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN _. OCTOBER 2002 2. SIDEWALK CURB SHALL NOT ENCROACH ON THE
PROPOSED WIDTH OF THE SIDEWALK RAMP.
3. FOR 1YPE I RAMP MAXIMUM SIDEWALK CURB
HEIGHT O" TO 7".
CITY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP -
TYPICAL CROSS SECTION
DATE: 09/2004-
STR-031
....
EXISTING CURB
AND GUTTER
SAWCUT FOR
CONCRETE
PAVEMENT ·
. \
SODDING AS REQUIRED
EXISTING 15' R
SCALE 1" ':: 5'
NOTES
· SIDEWALK RAMP
W/ COLORED SURFACE
1) §A~trs~~ st~~,t~? f6(j82~E Pi~~N~D
FOR SIDEWALK.
2)· ~~/filM} A~~
1\8trfl~'f5'~1gkW~t:l<STSHALL
BE AS DIRECTED BY TI-iE ENGINEER IN ir!E
FIELD •.
3) MONOLITHIC CURB OR" FLARED SLOPES MAY BE
INSTALLED ON BOTH =>IDES OF TI-iE RAMP ·
DEPENDING ON TI-IE FIELD CONDffiON OR AS
DIRECTED BY THE ENGINEER.
4) CURB RAMPS WrTH RETURNED CURBS MAY BE
USED WHERE PEDESTR IANS WOULD NOT
NORMALLY WALK ACROSS THE RAMP.
5) SLOPE OF CURB RAMP AND/OR SIDEWALK
SHALL BE A MAXIMUM OF 1 :12. FLARED SIDES
OF ."RAMP SlfALL HAVE A MAXIMUM SLOPE OF .
l~~s~fRis t~iE~fNN~H~o~~~1MiAfJ\LOPE
SHALL BE 1 :12.
MONOLITHIC SIDEWALK CURB
ACK . OF PROP. CURB
FACE OF PROP. 7" CURB
SAWCUT FOR HMAC PAVEMENT
STANDARD PAY LIMIT DETAIL
CITY OF FORT WORTH, TEXAS
ACCESSABILllY RAMP
PAY LIMITS
DATE! 09/2004
STR-032
EXISTING CURB
AND GUTTER
SAWCUT FOR
CONCRETE
PAVEMENT
SODDING
AS REQUIRED
JOINT DETAIL
EXISTING 15' R
SCALE 1" = 5'
NOTES ·
SIDEWALK 'RAMP
W/ COLORED SURFACE
1) EXPANSION JOINT AND SILICONE SEALING
SHALL . BE SUBSIDIARY TO UNIT PRICE BID
FOR SIDEWALK.
2) THE ACTUAL LIMIT OF . REMOVAL OF 8<1ST
-ING CURB AND GlJITER AND SIDEWALK SHALL
BE AS DIRECTED BY THE ENGINEER IN THE
FIELD.
MONOLITHIC SIDEWALK CURB
"SODD ING-
AS REQUIRED
EXPANSION JOINT &: SILICONE SEALING
BACK OF PROP, CURB
FACE . OF PROP:· 7~ CURB
SAWCUT FOR HMAC PAVEMENT
CITY OF FORT WORTH. TEXAS . OATE: 09/200+
ACCESSABILl1Y RAMP
JOINT DETAIL STR-033
. . . . (a)
PERPalDlCUI.AR PUBLIC S1Dey1A1.K CURB RAMP
. . '(b)
PARAU.El. PUBLIC SIDE.WALi< CUIUI RAMP
Level Landing at Tl!Ji of Patp11ndlcular Publlc·
SldllWIII< Curt, ~mp .
~O)tT'RIJI
(c)
.COMBINED ~ARAl.l.EUPl:RflelOICULAR) PUBLIC
SIDEWALK CURB RAMP
Ag.59
PubUc SklllWllllc CUrb Ramp
CITY OF FORT WOR1H 1 TEXAS
ACCESSABILITY RAMP
TYPICAL CROSS SECTION
DA1E: 09/2004-
STR-034
AITENTION:
CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 & 60.
14,2.6 Vehicular Ways and Facilities
{a)
0 o·
~
(ex)
PdrpandCcular publla :sldiiwalk curb ramp
. In public sld .. walk with )larkway
a
0 a
ij ~
. (b)
d
D
a
D
a
'l..: ._11 I
~ o.
r \ n
":"
(b) .
Pdrpandlcular publtc sidewalk curb ramp
in public aidaw,dk
a a a
(c)
arallal public sid .. wallt curb ramp
In publlc :sidewalk
Ca'ml:ilnatlon ~ubllc stde.walk curb-ramp
in publtc s,dawalk with parkway
· Parpandtcu(ar f.ublic :sidewalk curb ramp
at pro actdd inlarucUan
fopJo!!IJ
' . -1.
· Fig. 60
Public· Sidewalk Cirb Romps al Mari<~d Crossings
Cl1Y OF FORT WORTH, .TEXAS
ACCESSABILITY RAMP
FIGURE 60
_ DATE: 09/200-4,
STR-035
RUNNING
SLOPE
1:20 MAX
WALK ·
NOTE:
X ---==========iy
RUNNING SLOPE
1:12 MAX
CURB RAMP
COUNTER SLOPE
1:20 MAX
STREET ·
(l.} Stopa = y/x 'J!'har1t X lr " lavel dape
(2) Caunt.ar alape1 :sh•ll not exceed 1:20
Fig. B4:.7.2
Measurement:. o! Curb Ramp Slope
NOT!: It X < ,a" (1220 -) theu tha «lope: a( the
tlared •id111 ah..U 110 l axao d 1: 12
PLANTING OR OTHER
, NONWALKING SURFACE
. (a) Flarad Sldas (b) Rat=ed CIU'b
111
Fig. B4.7.5
Sldes of Curb Ramps
Fii:. B4.7;6
Built-up Curb. Ra.m.p
1
OCTOBER. 1992, REDRAWN OCTOBER 2002
CITY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP
RAMP . SLOPE DETAILS
DATE: 09/200-1-
STR-036
-
I
.1
ATTENTION:
CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS 1YITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE . FEASIB0I$. SEE FIGS. 58, 59 & 60. . .
TYPICAL
LAYOUTS
CITY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD
OCTOBER, 1!;192, REDRAWN OCTOBER 2002 .
~twom
~ ~
... 1:48
TYPE I
EXISTING 15' R.
SCALE 1" = 4'
PROP. 4' RAMP WITH
COLORED SURFACE
VARIABLE HEIGHT CURB
1 1,/2' R. (TYP)
· CITY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP
TYPE I (W/15, RADIUS)
!)A 1E: 09 /2004
STR-037
1:48
fo!,TJ°JnJ
I .
TYPE I
EXISTING 20' R.
SCALE 1" = 4'
PROP; 4' RAMP WITH
COLORED SURFACE
VARIABLE HEIGHT CURB
1 1/2' R. (TYP)
CliY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP -
TYPE I (20' RAD.)
DAT_E:. 09/200+
I I
mSTING CURB .
& GOTTER
SODDINQ
AS REQUIRED
TYPE ·III-
EnsTING 15' -R.
SCALE 1H = 4'
SIDEWALK · RAMP WITH
COLORED SURFACE
I .... · "'., · \J BROOM FINISH
V/~ HMAC TIE..:..IN
KONOLlTHIC CURB
~~~-F.-1CB OF 7" C1JRII. 3.j_
EXISTING .CURB le GU'lTER .
CITY OF' FORT. WORTH, TEXAS
ACCESSABILITY RAMP -
TYPE ·m (15' RADIUS)
SA'll'CUT FOR CONCRETE·PJ.ffHENT
DA TE! . 09/2004
STR-039
I · I
I
I I
-I 1EXIST1NG CURB /(&'GUTTER
~·. ~ta" OR 24"
SODDING
AS REQUIRED
TYPE Ill
EXISTING 20' R.
SCALE 1" = 4'
. SIDEWALK RAMP WITH
COLORED SURFACE
I '\ "',. '\I BROOM FINISH
~ HMAC TIE-IN
VARIABl+ HEIGHT CURB
EXISTING CURB & GUTTER
SAWCUT FOR CONCRETE PAVEMENT
CITY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP -
TYPE III (20' RADIUS)
DAlE: 09/200-4-
STR-040
eigh t :
BACK OF
/CURB
2'
PLAN VIEW
(Va ries) 2' -7 .5"
(Typ.)
12" WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
Striping and reflectors to be
install by the Contractor
BACK OF
CURB ~
2' -7 .5" (Va ri es)
(Typ.)
12" WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
2'
: II
(0
I
N
C") _, ......
WHITE TYPE II 1-SIDED REFLECTORS
3-1 /2 inches
Ramp Gradient:
Side Gra ~ient:
8.57 in 1 (30 inches/ 3-1/2 inches height) DEPARTMENT OF TRANSPORTATION
3 43 " 1 (12" h / 3 1/2" h h • h AND PUBLIC WORKS CITY OF • In me es • me es e1g TRA FFI C ENG INEERING FORT WORTH
SPEED CUSHIONS
DRAWN BY:
A JB
DATE: Ja11uar 15, 2 004
APPROVED BY: DRAWING NOT TO SCALE
I·------~-------------------------------------------------------------------
JUN-29-2006 THU 06:43 AM City Of Fw-Engineer. Depl FAX NO. 817 871 6828 P. 03
STREET NAME Froni & To LM CD MAPSCO Procedure
Pak~r Firth to N ne~rl End 0.2 7 :MG -SQISQ\
,• -· Firth Ridgmar to Dakar 0.5 7 74G l'OL(JIIISO)
Geddes Elridge St. to ~~rrick St. 0.61 7 7SK P04SG/l0)
Geddes Kenley to Hulen 0.26 7 75L POL(JRCII')
Geddes Hulen to Alamo 1.15 7 75K ,Ot.ORC!l')
Goodman Prevost to Faron 0.74 7 75N l'OWRCl1
Page 1 of 1 Adclendum2
STREET NAME From & To LM CD MAPSCO Procedure
Dakar Firth to N.Dead End 0.2 7 74G POL
Fi rt h Ridgmar to Dakar 0.5 7 74G POL
Geddes Elridge St. to Merrick St. 0.61 7 75K POL
Geddes Kenley to Hulen 0.26 7 75L POL
Geddes Hulen to Alamo 1.15 7 75K POL
Goodman Prevost to Faron 0 .74 7 75N POL
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j
I
I
KNIAC SURFACE OVERLAY AT VARIOUS LOCATIONS (2006-16)
DOE PROJECT NO. 5251
TPW PROJECT NO. GS93-020930522900
STREET BY STREET QUANTITY DETERA CATION SPREAD SHEET
I
_ New
New I Exposed Wheel Wheel New 5' 109 Garbage, Recycling,
2" Speed Curb Curb Drive Aggrigate Side Chair Chair Valley Valley Inlet Inlet Water Water Monthly Pickup of Yard Trimmings &
Proced Pulveriz HMAC Level- Butt Joint Hump Gutter Gutter Way Drive Way Walk Ramp Ramp Cutter Gutter Top Top Manhole Valve Meter Bulky Items is Brush Weekly Pickup
STREET NAME STREET LIMITS LM CD Mapsco ure a SY SY Up TON EA EA LF LF SY SY SY SY SY SY SY EA EA i EA EA Box EA during week of the Days
(( I I I I I I I I I!
ll
IDakar !Firth to N.Dead End I 0.2 7 74G POL 1 690 1 690 0 0 0 2
1 01 01 OI 01 0 0' 0 0 0 0 0 1 0 0 4th Mondayl
I I I I I I YI Tuesady
(Firth l IRidgmarto Dakar 1 0.51 7 174G I POL 1 412971 492971 01 4 01 2201 01 481 01 01 01 01 01 01 01 01 21 31 01 4th Mondayl Tuesady
(Geddes IEladge St. to Merrick St, 1 0.611 7 175K I POL 1 42850 438501 01 51 01 2751 01 01 01 01 01 01 01 01 01 01 01 51 01 4th Mondayl Wednesday
(Geddes IKenley to Hulen 1 0.261 7 175L I POL 1 11788 1,7881 0 21 01 9691 01 1701 01 01 01 01 01 01 01 01 01 11 01 4th Mondayl Wednesday
(Geddes IHulen to Alamo.. 1 1.151 7 175K I POL 1 %085 990851 0 91 01 4,8331 01 1,4631 01 41 01 01 01 01 01 01 21 11 01 4th Mondayl Wednesday
l (Goodman 1Prevost to Faron 1 0.741 7 175N 1 POL 1 511201 5,1201 01 61 01 2,8781 01 01 01 41 01 01 01 01 01 11 51 01 01 4th Mondayl Wednesday
I I I I I I I I I I I
I I I I I I I I I I+ I
!
i
1 3461 1 1 26,8301 26,830 01 261 01 911961 0 1 11681 1 0 1 81 01 01 01 01 0 1 1 1 10 1 10 1 0 1 I
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