HomeMy WebLinkAboutContract 28366CITY SECRETARY IV IL
OWTRA r •
ORIGMK
SPECIFICATION
AND
CONTRACT DOCUMENTS
FOR
H.M.A C URFACE OVERLAY (2002— 1)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
PROJECT NO. S93-020930522390
2002
KENNETH L + BARR
MAYOR
TO Off Wit
ARY W . JACKSON
CITY SAGER
GEORGE A. BEHMANESH, P + E . , INTERIM DIRECTOR,
DEPARTMEWT OF TRNN PCRTATION AND PUBLIC WORKS
A. ]DOUGLAS RADEM ERo R . E . , DIRECTOR
DEPARTNENT OF ENGINEERING
PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ENGINEERING CO RDIXATION
+ � � II ll _ II qi"ihEll
ORIGINAL
EXHIBIT "A"
+•+4aaaraiaaaaaaaaa.�aa... r++,•ya+,Ld
4a+ a++.��Ya rar4+4nar.++#iM+s•++r
69469
f LF
I
City f Fort Worth, Texas
4vilffor and rani! cowl"Unication
DATE REFERENCE NUMBER LOG NAME PAGE
12117102 **-1 9383 1 20STREETS 1 of
SUBJECT AWARD OF CONTRACT TO PEACHTREE CONSTRUCTION, LTD. FOR HMAC
SURFACE OVERLAY 200 -21
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with
Peachtree Construction, Lid, in the amount of S448,542.50 for 55 working days for HMAC Surface
Overlay 2002-21.
DISCUSSION:
In the FY2001-2002 Contract Major Maintenance Program, various types of street maintenance
techniques are grouped into specific contract packages. HMAC (hot mix aspha[t[c concrete) Surface
Overlay 2002-21 provides for surrace and base rehabilitation, curb and gutter, and valley gutter
replacements for asphalt streets at various locations funded from the Contract Street Maintenance
Fund.
The following list details the limits for each of the streets included in this project:
STREET
Basswood Boulevard
Weich Avenue
Welch Court
estcreek Drive
Mn"
Noi-th Beach Street
Altamesa Boulevard
Willow Way Road
Southwest troop 820
TO
Biackthorn Chive
Willow Way Road
South cul-de-sac
,+Altamesa Boulevard
The City also reserves the right to increase or decrease quantities of individual pay Items within the
r,ontract provided that the total contract amount remains within plus or minus 25% of the contract
award.
This project is located in COUNCIL DISTRICTS 4, 6 and 9.
This project was advertised for said on August 29 and September 5, 2002_ On September 26, 2002, the
following bids were received:
BIDDERS AMOUNT
Peachtree Construction. Ltd. $448,542.50
J. L. Bertram Construction & Englneeriiig, Inc. 4-55,566.00
APAC-Texas, Inc, $466.42675
Austin Bridge & Road, LP $468,873.00
Ail -Tex Paving, Inc. $475,932.50
Sutton & Associates, Inc. $507,931,25
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
H.M.A.C. SURFACE OVERLAY (2002-21)
AT VARIOUS LOCATIONS.
IN THE CITY OF FORT WORTH, TEXAS
PROJECT NO. GS93-020930522390
2002
A. DOUGLAS RADEMAKER, P.E.
DIRECTOR, DEPARTMENT OF ENGINEERING
QA
GEORGE A BEM ANESH, P-E.
INTERIM DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
D00 KI P.E.
CAPITAL PROJECT ENGINEER WATER DEPARTMENT
DATE
12-1 (o 2-
DATE
411#1 --
DATE
TABLE OF CONTENTS
1.. Notice to Bidders
2. Special Instructions to Bidders
3. Prevailing Wage Rates
4. Proposal
5. Vendor Compliance
6. Disadvantaged Business Enterprise
7. Special Provisions
8. Contractor Compliance with Worker's Compensation Law
9. Certificate of Insurance
10. Performance Bond
11. Payment Bond
12. Maintenance Bond
13. Contract
14. Project Designation Sign
15. Details
16. Street Locations
I
NOTICE TO BIDDERS
Sealed proposals for the following project:
H.M.A.C. SURFACE OVERLAY (2002-21)
AT VARIOUS LOCATIONS
Project No. GS93-020930522390
Addressed to Mr. Gary W. Jackson, City Manager of the City of
Fort Worth, Texas will be received at The Purchasing Office until
1:30 P.M., September 26, 2002 and then publicly opened and read
aloud at 2:00 P.M. 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.
A pre -bid conference will be held at 9:00 A.M., September 10,
2002 nd
in the Transportation and Public Works Conference Room 270, 2
floor, Municipal Building.
One set of documents will be provided to prospective bidders for
a deposit of twenty dollars ($20.00): such deposit will be
refunded if the document is returned in good condition within 10
days after bids are opened. Additional sets may be purchased on
a non-refundable basis for twenty dollars ($20.00) per set.
For additional information contact Ms. Susan L. Schwinger, P.E.
at (817) 871--6529.
Gary W. Jackson George A. Behmanesh, P.E. Interim Director
City Manager Transportation and Public Works
PUBLICATION: By: A_" /:�" z 3"
August 29, 2002 Najib IN. Fares, P.E.,
September 5, 2002 Street Program Manager, TPW
All contracts shall require a maintenance bond in the amount of one hundred percent
(1000%) of the original contract amount to guarantee the work for a period ofmo (2)
years after the date of acceptance ofthe project from defects in workmanship and/or
material.
3. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8,
paragraph 8.6, of the "General Provisions" of the Standard Specifica6ulris for
Construction of the City of port Worth, Texas, concerning liquidated dain ages for late
completion of projects.
4. AMBIGUIT'Y. In case of ambiguity or lack ofcleamess in stating prices in the
proposal, the City reserves the right to adopt the most advantageous construction
thereof to the City or to reject the proposal.
5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No.
7278 as amended by City Ordir ante Flo. 7400 (Fort Worth City Code Section 13-A-
21. through 13-a-29) prohibiting discrimination in employment practices.
6. WAGE DATES: All bidders will he required to comply with provision 5159a of
" ernons Annotated Civil Statutes" of the State a fTexas with respect to the payment
of prevailing wage rates as established by the City of Fort Worth, 'Texas and set forth
in Contraot Documents for this project.
7. FINANCUL STATEMENT: A current certified financial statement may be
required by the Departure t of Engineering if required for use by the CITY OF FORT
WORTH in determining the success€ul bidder. This statement, if required, is to be
prepared by an inclepencleni Public Accountant holding a valid pormit issued by an
appropriate State Licensing .Agency.
8. 1NSURA1YC C, - Within tern (10) days of receipt of notice of award of contract, the
Contractor must provide, along with executed contract docu.rnents and appropriate
bonds, proof of insurance for Worker's Compensation and Comprehensive General
Liability (Bodily injury-$250,000 each person, $500,000 each occurrence; Property
Damage 300,000 each occurrence). The City reserves the right to request any
cattier insurance coverages as may be required by each individual project.
E . NON-RESIDla>+ T BIDDERS: Pursuant to Article 01g, Texas Revised Civil
Statutes, the City of Dort Xl orth 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 or ma
jority owner has its principal place of business
in tliis state.
"rexas resident bidder" rneans 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 stag,
This provision does not apply if this contract involves federal funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet speci trcations, The failure of a non-resident contractor to do so
itI aWorn atic al ly disqualify that bidder,
io, MINORITY AND WOMEN BUSINESS ENTERP ISFS: hi accord with City of.
Fort Worth Ordinance No. 11923, as amended, by Ordinance 13471 the City of Fort
Worth has goals for (be participation of minority buusinem enterprises and women
husincss enterprises in City contracts. A copy of theOrdinance can be obtained from
the of'f'ice c f the City Secretary. In addition, the bidder shall submit the NIB EfWBE
UTILIZATION FORM, PRIM2 CONTRACTOR WAIVER FORM and/or the
GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The
Documentation mist be received 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 managing department to whom delivery was made. Such receipt
shall be evidence that the Documontation was received by the City_ FaiIare to
comply shall render the bid non -responsive.
Upon request, Contractor agrees to provide to owner complete and accurate
information regarding actual work performed ley Minority Lousiness Enterprise
MBE/VWBE) on the contract and payment therefore. Contractor further agrees to
pennit an audit and/or examination of any books, records or files in its possession that
will substantiate the actual work performed by an MIFF. acid/or WBE. The
misrepresentation of facts (other than a negligent irdsrepresentation) and/or the
commission of fraud by the Contractor will be grounds for termination of the contract
and/or initiation action under appropriate federal, state or local laws or ordinances
relating to false statement; further, miy such misrepresentation (other than a negligent
inisrepresentation) and/or conuyAssion of fraud will result in the Contractor being
determined to be irresponsible: and barred from participation in City work for a period
of time of not less than three (3) years.
11. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive
bidder. The City reserves the right to reject any and/or all bids and waive any antifor
ail irregularities. No bid maybe withdrawn until the expiration of forty-ninne (A4)
days from the date the MBFJW13E UTILIZATION FORM, PR1 -E CONTRACTOR
WAIVER FORM and/or the GOOD FAITH EFFORT FORM ( "Documentation") as
appropriate is received by the City. The award of contract, if made, will be witrvn
forty-nine (49) days after this documentation is received, but in no case will Lbe
award lac made until the responsibility of'the bidder to whom it is proposed to award
the contract has been verified.
u. PAYMENT The Contractor will receive full payment (minus 5% retainage) from
the City for all work for each pay period. Payment of the RAnaining aniount shall he
Meade with the final payment, and upon acceptalice of the project,
a ADDENDA, $idlers are responsible for obtaining all addenda to the contract
doctiments prier to the bid receipt time and acknowledging theni at the time of bid
receipt. information regarding the status of addenda may be: obtained by contacting
the Department of Engineering Construction Division at (817) 871-7910. $ids that do
not acknowledge all applicable, addenda inay be rejected as non. -responsive.
=t_ CONTRACTOR COMpUAI�Ci, WJTJ-J WORKEIVS COMPENSATION
LAW:
A. 4'Workm Compensation Insurance Coverage
a, Definitions:
Certain of coverage C"certificate" ). A copy of a certificate of insurance, a
certiFicate of authority to self-insut'e issued by the commission, or a coverage
agreement (TWCC-81, TW -82, TW -93, or T CC~-84), showing
statutory worker's compensation insurance coverage for the,: person's or
entity's employees providing services on a project, for the duration of the
project,
Duration of the project -includes the tirrte from the beginning of the work on
the project until the con(ractor'slperson's work on the project has been
completed. and accepted by tho govemrnental entity.
Pursons providing services on the project C"subcantractvr" in 5406.096)-
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
per -;on contracted directly with the contractor and regardless of whetlwr that
person has ernployeea. This includes, without limitation, independent
contractors, subcontractors, leasing companies, motor carriers, owner -
operators, employees of any such entity, or employees of any entity which
furnishes persons to provide, services on the project. "Services" include,
without limitation, providing, hauling, or delivering equipment or materials,
or providing labor, transportation, or toner services related to a project.
"Services" does not include activities unrelated to the project, wch as
food/beverage vendors, office supply deliveries, and delivery of portable
toilets.
h, The contractor shall provide coverage, based on propor reporting of
classification cosies and payroll amounts and filing of :any coverage
agmements, which meets the statutory req=ements of Texas Labor Code,
Section 401 �O11 (44) or all employees of the contractor providing services
on the project, for the duration of the project,
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 cent certificate of
coverage ends during the duration of the project, the contractor must, prior
to the end of the coverage period, frle a new certificate of coverage with
the governmental entity showing that coverage has been extended,
'the contractor snail obtaiai fironr eacta person providing services on a
project, and provide to the governmental entity:
(1) a certificate of coverage, prior to that person beginning work on the
project, so the governmental entity will Dave on file certificates of
coverage showing coverage for all persons providing services can the
project; and
(2) no later than seven days alter receipt by the contractor, a new
certificate of coverage showing extension of coverage, if the coverage
period shovaa-i on the current certificate of coverage dads during the
duration of the, project.
f. The contractor shall retain all required certificates o rcoverage for the
durations 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 ton { t 4} days after the contractor knew or
should have known, of any change that materially affects the provision of
coverage of any tsorson providing services on the project.
h, `I'he contractor shall post on each project site a notice, in the text, form and
manner prescribed by the Texas, Worker's Compensation Commission,
informing all personas providing services on the project that they are
rcqui red to be coveted.. 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:
(a) provide coverage, based on proper reporting on classification codas
and payroll amQunts and filing, of any coverage agreements, which
rneets the statutory requirements of Texas Labor Code, Section
401,011 (44) for all of its employees providing services on the project,
for the duration of the pl:gjoct;
(2) provide to the contractor, prior to that person begirmi.ng work on the
project, a certificate of coverage showing that coverage is being
provided for all eirxployees of the person providing services on the
project, for the duration of the project;
(3) provide the Gontractar, prior to the end of thu coverage period, a new
certifu;ate of coverage showing extension of coverage, if the coverage
period shorn on the current certificate of coverage ends dtuing the
duration oCthe project;
(4) obtain from each other person with whom it contracts, and provide to
the contractor:
(a) a certificate of coverage, prior to the other person bogiraiing
work on the project.-, and
(b) a new certificate of coverage showing extension of coverage,
prier to the end of the coverage period, if the coverage period
shown on the current certificate of coverage ends during the
duration of the projeef,
(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 wiring by certified ina 1. or personal
delivery, within ten (10) 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 cacti pczson with whom it contracts, to perform
as required by paragraphs (1) - (7), with the. cart of Coverage to
be provided to the person For whom they are providing 4eryices
.
i. By signing this contract or providing or causing to be provided a
certificate of coverage,, the contractor is representing to the govenurrental
entity that all employees of the contractor who will provide services an the
project will be covered by worker's compcnsatiort coverage for the
duration of the proje-rt, that the coverage will be fused on proper reporting,
of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carries' or, in the
case of a self insured, with the con=ission's Division of Self -Insurance
Regulation. Providing false or misleading information may subject the
contractor to ad ninistrative, criminal, 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 entities the governmental entity to
declare the contact void ifthe contractor does not remedy the breach
within tent hays after receipt of notice of breach from the governmental
entity.
B. The contractor shall post a notice on each project site informing all persools providing
servicer, on llie project that they are regwred to be covered, and stating how a person
may verify current coverage and report failure to provide coverage. This notice does
not satisfy ether posting requirements unposed by the Texas Worker's Compensation
Act or other Texas Worker's Compensation Commission oaks. This notice must be
panted with a title in at least 30 point bald type and text in at least 19 point nonnal
type, and shall be in both English slid Spanish and any other language common to [lie
worker population. The text for the notices shall be the following text, without ally
additional words or cWzgcs:
"REQUIRED WORKER'S COMPENSATION COVERAGE'
"The law w(luires that each person 'working on this site or providing set -vices related
to this construction project must be covered by worker's 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 crnployer or status as an. employee".
"{Call kho TexasWorker's Compensation Commis on at 512-440-3789 to receive
information on the legal requircmern for coverage, to verify whether your employer
has provided [lie required coverage, or to report an employarts Failure to provide
coverage".
15. NON DISCRIMINATION. The contractor shall not diseri ninate against any person
or persons because of sex, race, religion, color, or national origin and shall comply
with the previsions of City Ordinance 7278, as amended by City Ordinance 7400
(Fort Worth City Code Sections 13A-21 through 13A-29), prohibiting discrimination
in employment practices.
16. AGE DISCRIMINATION. TION. In accordance with the policy ("Policyl of the
Executive Branch of the federal government, contractor covenants that neither it nor
any of its officers, members, agents, or employees, will engage in perfornung this
contract, shall, in connection with the employment, advancement or discharge of
employees or in connection with the terms, conditions or privileges of they'
employment, discriminate agalmt person because of their age except oil 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
emmployees, or person acting on their behalf, steal I specify, in solicitations or
advertisements for employees to work on this Contract, a maximum age limit for such
employment unless the specified mi ximum age limit is based upon a bona ride
occupational qualification, retirement plan or statutory requirement,
Contractor warrants it will fully comply with the Policy and will defeiid, indemnify
wid held City harmless against any and all claims or allegations asserted by third
parties against City adsing out of Contractor's alleged failure to comply with the
above referenced Policy concerning age discrimination in the perforrinnce of this
Contract.
17. I)i CRIMINA.'TION DUF, TO DI ABIDTT : 11, accordance with the provisions of
the Americans with Disabilities Act of 1990 C'ADXI, Cottlractor warrants that it will
not unlawfully discriminate on the basis of disability in the provision of services to
the genea•al public, nor in the availability, terms andlor conditions of employment far
applicants for employment with, or current employees of Contractor. Contractor
warrants it will fxilly coinply with ADA's provisions and any other applicable Federal,
state and local laws concerning disability and will defend, �ndeinnify and bold City
harrrIless against any claims or allegations asserted ley third panics against City
arising out of Contractor's alleged failure to comply with the above -referenced laves
concerning disability dlsclimination hi the perforrnazice of this Contract.
Revised March 15, 1996
Revised July 16, 2001
Revised July 23, 200
Revised Atigrast 2, 2002
Revised August 29, 2002
CITY OF TORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES FOR 2000
ASPHALT RAKER
$10.32
ASPHALT SHOVELER
9.75
BATCRING PLANT WEIGHER
9.65
CARPENTER (ROUGH)
13.64
CONCRETE FINISHM-PAVING
10.16
CONCRETE FINISHER HELPER (PAVING)
9.70
CONCRETE FINISHER -STRUCTURES
13.44
FLAGGER
7.00
FORM BUILDER -STRUCTURES
13.44
FORM SETTER -PAVING & CURB
10.25
FORM SETTER -STRUCTURES
9.75
LABORER -COMMON
7.64
LABORER -UTILITY
8.64
MECHANIC
13.25
SERVICER
I0.13
PIPE LAYER
7.35
PIPE LAYER HELPER
6.75
ASPHALT DISTRIBUTOR OPERATOR
11.45
ASPHALT PAVING MACHINE OPERATOR
11.09
CONCRETE PAVING SAW
10.53
CRANE;CLAMSHELL,BACKHOE,DERRICK,DRAGLINE,SHOVEL (<I CY)
10.00
CRANE,CLAMSHELL,BACKHOE,DERRICK,DRA.GLINE,SHOVEL (<1 ''A CY)
11,52
FRONT END LOADER (2142 CY & Less)
9.94
FRONT END LOADER (over 2''A CY)
9.32
MILLING MACHINE OPERATOR
8.00
MIXERR
11.00
MOTOR GRADER OPEATOR (FINE GRADE)
12.31
MOTOR GRADER OPERATOR
13.75
PAVEMENT MARKING MACHINE
11.00
ROLLER, STEEL WHEEL PLANT -MIX PAVEMENTS
9.88
ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING
12.12
ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER
9.02
TRAVELING MIXER
10.00
REINFORCING STEEL SETTER (PAVING)
'9.75
TRUCK DRIVER -SINGLE AXLE (LIGHT)
8.00
TRUCK DRIVE --TANDEM AXLE SEMI -TRAILER
10.22
TRUCK DRIVER-LOWBOY/FLOAT
10.54
TRUCKDRIVER TRANSIT MIX
10.63 .
TRUCK DRIVER -WINCH
9.80
P R 0 P 0 S A L
TO: MR. GARY W. JACKSON Fort Worth, Texas
City Manager
Fort Worth, Texas
FOR: H.M.A.C. SURFACE OVERLAY (2002-21)
AT VARIOUS LOCATIONS
PROJECT NO. GS93-020930522390
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.
Total quantities given in the bid proposal may not reflect actual quantities;
however, they are given for the purpose of bidding on and awarding the
contract. The City also reserves the right to increase or decrease quantities
of individual pay items within the contract provided that the total contract
amount remains within plus or minus W 2595 of the contract award. The
contractor is not entitled to any additional compensation or renegotiation of
individual pay item bid prices.
Upon acceptance of this proposal by the City Council, the bidder is bound to
execute a contract and furnish Performance, Payment and Maintenance Bonds
acceptable to and approved by the City of Fort Worth for performing and
completing the said work within the time stated and for the following sums,
to -wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITFM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 1 2 EA. Project Designation sign a
Two Hundred _Dollars &
No Cents Per EA.
S.P. 2 LUMP SUM Utility Adjustment 0
Six Thousand _Dollars a
No Cents Per L.S.
406 3 25 EA. Manhole Adjustment 0
450 Two -hundred and Fifty Dollars &
S.P. No Cents Per EA.
406 4 31 EA. Water Valve Boxes Adjustment 0?
450 Taro -Hundred Dollars &
S.P. No Cents Per EA.
P-1
$ 200.00 $ 400.00
$ 6,000.00 $ 6,000.00
$ 250.00 $ 6, 250.00
$ 200.00 $ 6,200.00
A
ii SPEC
PAY
APPROX.
DESCRIPTION OF ITEMS WITH BID
UNIT
TOTAL
I, ITEM
ITEM
QUANTITY
PRI,~RS WRITTEN IN WORDS
PRXCR
AMOUNT BID
S.P.
5
3
EA.
Water Meter BoXeS Adjustment
Thirty-F3,ve Dollars &
l
No Cents Per EA.
$
35.00
$
105.00
104
6
500
L.F.
Removal, and Replacement of
502
Concrete Curb and Gutter 0
S.P.
F_14 VT.WtQ Dollars
&
Na Cents Per L.F.
$
i�
$
ytiGQR.00
104
7
250
S.Y.
'Removal and Replacement of 6"
504
Concrete Driveway
S.P.
k-uQ.l`t - T\VC, Dollars
&
tub Cents Per S.Y.
104
8
100
S.Y.
Removal and Replacement of 4"
504
Concrete Sidewalks
S.P.
rwkN" _w1►ie Dollars
&
'
NJ Cents Per S.Y.
$
2ti `
$
2,�Eoacr
300
9
165
C.Y.
Removal and Replacement of
304
H.M.A.C. Pavement and
312
Base (Bass Repair) 0
~ S.P.
4t wvo-inED A -mk1 Dollars
&
Nd Cents Per C.Y.
$
Ito 00
$
IF,ISn.00
208
10
150
C.Y.
Graded Crushed Stones 0
S.P.
7WJIJN eve Dollars
&
VJ0 Cents Per C.Y.
$
�S�.st
$
3�"7Sc,,00
I S.P.
11
30,625
L.F.
Wedge Milling 2" to 0" Depth
I
5.0' Wide 0
Dollars
&
Cents Per L.B.
S.P.
12
11
EA.
Butt Joint -Milled 0
ONCE t4or it.)a t-D F I FT'! Dollars
& $
$
1.Ju Cents Per EA.
300
13
50
TON
H.M.A.C. Level -Up @
312
SEVENTrI Dollars
&
nJO Cents Per TON
( 312
14
80,550
S.Y.
2"H.M.A.C. Surface Course
313
(Type "D" Mix)
S.P.
TWi9ltL Dollars &
$
n
Sfcv�1., Cents Per S.Y.
1)-2
I
SPEC
PAY APPROX. DESCRIPTION OF ITEMS WITH BID
UNIT
FRICE
TOTAL
TOTAL BID
ITEM
ITEM QUANTITY PRICES WRITTEN IN WORDS,
3 EA. Water Meter Bones Adjustment
Thirty -Five Dollars
35.00
$ 105.00
No Cents Per EA.
$
104
6 500 L.F. Removal and Replacement of
Concrete Curia and Gutter
502
IGNTPE1,I Dollars &
S.P.
tJD Cents Per L.F.
$
;8�
$ GQp•[30
104
7 250 S.Y. -Removal and Replacement of 6"
Concrete Driveway
504
S.P.
Po ai-1 - TWo Dollars &
$a-°
$ 1D,5C1�,ao
rib Cents Per S.Y.
104
8 100 S.Y. Removal and Replacement of 4"
504
Concrete Sidewalks @
7LVSNT-4 --NIJr_ Dollars &
S.P.
h10 Cents Per S.Y.
$
25
$
300
9 165 C.Y. Removal and Replacement of
304
H.M.A.C. Pavement and
312
Base (Base Repair)
OVJe ljvwZP.ED # "rEIJ Dollars &
S.P.
N40 Cents Per C.Y.
$
its
$ 18,15v.Q7
208
10 150 C.Y. Graded Crushed Stones G
S.P.
TWO.- N.. t:;%VZ 'Dollars &
$
A+O Cents Per C.Y.
S.P.
11 30,625 L.F. Wedge Milling 2" to 0" Depth
5.0' Wide @
Otte Dollars &
lu-1W Cents Per L.F.
S.P.
12 11 EA. Butt joint -Killed @
$
oNe llupoa t-D F I F 11 Dollars &
$
,00 Cents Per EA.
300
13 50 TON H.M.A.C. Level -Up 0
,EV ENS Dollars &
312
111n Cents Per TON
$
"14
$ 3,
312
14 80,55o s.Y. 20H.M.A.C. Surface Course
(Type n Mix)
313
PdktE� Dollars &
$
.1-L
$ 25gomw
S.P.
1SE%Jt'1.+1T_i Cents Per S-Y.
P-2
SPEC
PAY
APPROX.
DESCRIPTION OF ITEMS WITH BID
UNIT
f
I ITEM
ITEM
QUANTITY
PRICES WRITTEN IN WORDS,
PRICE
104
15
100 S.Y.
Removal and Replacement of 7"
314
Concrete Valley Clutter 0
S.P.
F9Q��44 E16rF Dollars &
Cents Per S.Y.
$
f�
` 314
16
100 S.Y.
New 7" Concrete Valley Gutter
_r
FI rily-D4 4 Dollars &
S.P.
NO -Cents Per S.Y.
$
t 104
17
40 S.Y.
Standard 4" Reinforced Concrete
Wheelchair Ramps
505
Q�r �p'- 14 "r Dollars &
S.P.
Kto Cents Per S.Y.
$ 4i✓
402
18
800 L.P-.
6" PVC Perforated Pipe Subdrain
Dollars &
500
N o Cents Per L.F.
TOTAL
AMODNT BID
$ jgzo-c
620
$
S.P.
502
19
200 L.P.
New Concrete Curb and Clutter �
5F-V l_ JT EEEE J Dollars &
►.JO Cents Per L.F.
$
�-1
$
4400,00
l 504
20 -
100 S.Y.
New 4" Concrete Sidewalk @
TW I Q T-Y Dollars &
cents Per S.Y.
$
3D
$
30Gt�GY�
214
21
2,430 S.Y.
8" Pavement Pulverisation @
`n-12EE Dollars &
S.P.
FIFA Cents Per S.Y.
214
22
32 TON
Cement @
uHJt NNI.JDRt�� t 'T�1*I Dollars. &
J Jc? Cents Per TON
$
1�p "=
$
3,S 20 Q.y
S.P.
23
5 EA.
Remobilization @
Five Hundred Dollars &
No Cents Per EA.
$
500.00
$
2,500.00
i 106
24
100 C.Y.
unclassified Street Excavation
I Dollars &
S.P.
1. Cents Per C.Y.
S.P.
25
5,000 S.Y.
2" Surface Milling
ope- Dollars &
tJo Cents Per S.Y.
$
c4
$
BOO
I
P-3
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID
ITEM IT QUANTITY PRICES WRITTEN IN WORDS
S.P. 26 6 EA. H•M•A•C• Speed Hum, (36'WIDE
STREET)
Dollars &
t� Cents Per EA.
TOTAL BID
P-4
UNIT TOTAL
PRICE AMOUNT BID
49 $ 3,&CO. co
$ dQ e.54 2. SO t/VA-/
This Contract is issued by an organization which qualifies for exemption
pursuant to the provisions of Article 20.04 (F) of the Texas Limited'sales,
Excise and Use Tax Act.
Taxes. All equipment and materials not consumed by or incorporated into the
project construction, are subject to State sales taxes under House Bilk, 11,
enacted August 15, 1991.
The Contractor shall comply with City Ordinance 7275, 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 Fifty -Five 55 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
Constructions' as established by the City of Fort Worth, Texas.
Within ten (10) 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 Enaineer for anv locations. If the contractor fails
to beain the work within ten (10) calendar days. a S200 dollars liquidated
damage will be assessed oar Block tier day.
T (we), 'acknowledge receipt of the following addenda to the plans and
specifications, all of the provisions and requirements of which have been taken
into consideration in preparation of the foregoing bid:
Respectfully submitted,
Addendum No. 1 (Initials) PEACHTREECONBTRUCTION,LTD.
Addendum No. 2 (initials) Company Nagnp- —
Addendum No. 3 (initials) By:
SignatuA
, I. SARRYaARK
Printed Name of Principal
Addreas:
(Seal)
P.O, BOX KIM
Fr. WORTH, TX, 76182-1107-
Date : !SEPT' 26 , 2 tb2- Telephone: 617 498.5470
p-5
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
a low bidder,. non-resident bidders (out-of-state contractors whose corporate offices or principal
place of business are outside the state of Texas) bid projects for construction, improvements,
supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a 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 nor; -resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
i 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.
1 B. Our principal place of business or corporate offices are in the State of Texas. ! f'
Bidder:
PEACHTREE CONSTRUCTION, L` U. J. BARRY CLARK
Company By (Please Print)
P.O. BOX 821198 l Gc,.�—
Address Signat e
FT. WORTH, TX. 761821198 aAr-.�WT
City/State/Zip Title (Please Print)
I
THIS FORM MUST BE RETURNED WITH YOUR tQ.UOTAT10N
ATTACHMENT 1A
Page 1 of 2
-~7 City of Fort Worth
J Minority and Women Business Enterprise Specifications
MBE/WBE UTILIZATION
CAA
S {� �
PRIME CbMPANY�ME C0i St/'�(J C`�7i9 6f � 1 r/[ � glD tiA"T� � `
-!rr �1. �� �. S,� � �.�.��+�d T � cxa�-- fzrl Cs-S !3 --
ROJECT NAME / PROJECT NUMBER
CITY'S M/WBE PROJECT GOAL. &Y-1.
I MMME PERCENTAGE ACHIEVED: .22 e 62
ailure to complete this form, in its entirety with supporting documentation, and received by the Managing Department
4n or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid
0"eing considered non -responsive to bid specifications.
I
L the undersigned bidder agrees to enter into a formal agreement with the MBE and/or WOE firms for work listed in this
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
lisrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered
} Jon -responsive to specifications.
Company Name, Contact Name, Cer`Irie.d Specify All Contracting
Address, and Telephone No. """" 7 Scope of Work
as (*}
-A.o Una
L f e Tr-jr-k
H4 01 fi
(,i , /-ice ".s .
^ 7 l--oadgx
Pu sf-r-dl .X�v
Specify All Items to be
Supplied(*)
2�g
CL
w m
W P
Dollar Amount
;Z 56'
1 s-1- / ac�v
l
MIWBEs must be located in the 9 (nine) county marketplace or currently doing business in the marketplace at the time of bid.
f*}; Specify all areas in which MWBE's are to be utilized and/or items to be supplied:
�; ij_ LA complete listing of items to be supplied Is required in order to receive credit toward the M1WBE goal.
'dentify each Tier level. Tier: Means the level of subcontracting below the prime contractodconsultant, i.e., a direct payment
L from the prime contractor to a subcontractor is considered 1`t tier, a payment by a subcontractor to
Its supplier is considered 2"d tlar.
i THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev, 612/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
ATTACHMENT 1A
Page 2of2
Cit of Fort Worth
Minority and Women Business Enterprise Specifications
MBE1.WBE UTILIZATION
Company Name, Contact Name, Certified Specify All Contracting Specify A [ Items to be Dollar Amount
Address, and Telephone No. Scope of Work (') Supplied(")
CL
ILI
1
ate: L' ._..,..--..._..�........._.._
f
The bidder further agrees to provide, directly to the City upon request, complete and accurate Information regarding
-� teal work performed by all subcontractors, including MBE(s) andlor WBE(s) arrangements submitted with this bid.
to bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that
will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or
romployee of the City. Any Intentional and/or knowing misrepresentation of facts will be grounds for terminating the
fintract or debarment from City work for a period of not less than three (3) years and for Initiating action under Federal,
�d .rate or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material
�breach of contract may result In a determination of an irresponsible offeror and barred from participating in City work
11 a period of time not less than one (1) year.
J ' r ALYWEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
J;� itholed Signature Printed Signatur6
jIT-1
r Lrz � C.. (-� '�r�t
Company Name
6� !> true-t-f iq,,
� Ei�dress
�y/StatelZip Code
Contact Name and Title (if different)
Cbt,7-ggirw sg70
Telephone Number (s)
Wo - o-6 �
Fax Numb r
/o71 p -
Date
THIS FORM MUST BE RECEIVE
D BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 612198
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
ATTACHMENT 1B
' -- Ci of Fort Worth Rage 1 of 1
Us Minority and Women Business Enterprise Specifications
Prime Contractor Waiver.
frLr-ft'O 1 4G[ • A1, 44•A,C, _-�U/-rRl& (�2Cb_a -.2,
Prime Company Name Project Name f
Bid dpening Date Project Number
If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form).
All questions on this form must be completed and a detailed explanation provided, if applicable. if
the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only
applicable if bg
A answers are yes.
Failure to complete this form in its entirety and be received by the Manaoinu Department on or
before 5:00 o.m.. five (5) Clty business days after bid ouenina, exclusive of the bid opening date,
will result in the bid being considered non -responsive to bid specifications.
Will you perform this entire contract without subcontractors? Yes ✓IGo
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an operational profile of
your business.
Will you perform this entire contract without suppliers? Yes
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an inventory profile of
your business.
The bidder further agrees to provide, directly to the City upon request, complete and accurate
Information regarding actual work performed by all subcontractors, including MBE(s) and/or
WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s)
and/or WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit
and/or examination of any books, records and files held by their company that will substantiate
the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer
or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds
for terminating the contract or debarment from City work for a period of not less than three (3)
years and for initiating action under Federal, State or Local laws concerning false statements. Any
failure to comply with this ordinance and creates a material breach of contract may result in a
determination of an irresponsible offeror and barred from participating in City work for a period of
time not less than one (1) year.
Authorized Signature
Title
Company Name
/7). 0. 60e i�- X//4 %
Address
Printed 5`ignature
D4 I r. - dR rT i ce ,-
Contact Name (if different)
$/7— Y.92rr 5Z,-�o
Contact Telephone Number (s)
W6 - KSp r 05-&B-
Fax Number
Rev. &2198
ATTACHMENT I
Page 1 of 3
� -11 1
City of Fort Worth
Minority and Women Business Enterprise
GOOD FAITH EFFORT
sq-rci C—f ,,, Ltd. 5Y r 4e r ?6, �2c210--a
Prime Company Name Bid Date
• 1-1,1-A.C..5o,-4,,ee %, �o�Qb.2�-�� 6,5 9-Y-D,��'i `Ti5.�2fp�
Project Name Project Number
If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your
MIWBE participation is less than the Clty's project goal, you must complete this form. I
If the bidder's method of compliance with the IVIMBE goal is based upon demonstration of a "good
faith effort", the bidder will have the burden of correctly and accurately preparing and submitting
the documentation required by the City. Compliance with each item, 1 thru S below, shall satisf f
the Good Faith Effort requirement absent proof of fraud, intentionai and/or knowinCi
.-
misrepresentation the facts or intentional discrimination by the bidder.
Failure to complete this form, in its entirety with supporting documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered nonresponsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity 130 NOT HST NAMES OF FIRMSZ
which will be used in the completion of this project, regardless of whether it Is to be provided by a M/WBE
or non- M/WBE.
(Use additional sheets, if necessary)
List of: Subcontractina Otmortunilties List of:
Supplier Opportunities
Rev. 6/2/98
ATTACHMENT 1C
Page 2• of 3
2.) Did you obtain a current list of M/WBE firms from the City's MIWBE Office? The list is considered in
compliance, if it is not more than 3 months old from the date of bid opening.
"Yes
�No
Date of Listing 67 l2q l dot
3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at
least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened?
Yes If yes, attach M/WBE mail listing to include name of firm and address and a dated
�No copy of letter mailed.
4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at
least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened?
C--ly-'es If yes, attach list to Include name of M/WBE firm, 12erson contacted,
No phone number and date and time of contact.
NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is
used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation
faxed.
NOTE: If a SIC list of M/WBE is ten or less, the bidder must contact the entire list to be in compliance with
questions 3 and 4. if a sic list of MMBE is more than ten, the bidder must contact at least two-thirds of the list
but not less than ten to be in compliance with questions 3 and 4.
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
plans and specifications in order to assist the M/WBEs?
Yes
No
6.) If M/WBE bids were received and rejected, you must:
(1) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable,
qualifications, etc,) and
(2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos, bids,
telephone calls, meetings, etc.)
(Please use additional sheets, ff necessary, and attach.)
Company Name Telpphone Contact Person Scope of Work Reason for
I%C �C e r d� C 9 - 91-zl) � Ccrd�n� C c Rejection
7-Ca,,Ar'uch,sr 0-1)7r4/4o-f /1-4e 6--,vc:fL� 4,1Lcr.1c C G- /V '� Lac,,!
Rev. 612198
ATTACHMENT IC
Page 3 of 3
r
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE participation on this project.
I
-• The bidder further agrees to provide, directly to the City upon request, complete and
l accurate information regarding actual work performed on this contract, the payment thereof
i
` and any proposed changes to the original arrangements submitted with this bid. The
bidder also agrees to allow an audit and/or examination of any books, records and flies
held by their company that will substanVate the actual work performed on this contract, by
an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for terminating
the contract or debarment from City work for a period of not less than three (3) years and
for initiating action under Federal, State or Local laws concerning false statements. Any
failure to comply with this ordinance and creates a material breach of contract may result in
a determination of an irresponsible offeror and barred from participating in City work for a
period of time not less than one (1) year.
The undersigned certifies that the information provided and the M/WBE(s) listed was/were
contacted in good faith. It Is understood that any MIWBE(s) listed in Attachment 1 C will be
contacted and the reasons for not using them will be verified by the City's M1WBE Office.
Autht rized Sig
Title
Cori S'fY-Z.1G1/6A
Company Name
Address
City/State/Zip /
5:
Printed Signature
I - ?)Av r ; Y 16 r-T
Contact Name and Title (if different)
$/ ';7 — `f ?,- a
Telephone Numbers)
$bd - $ Ir4 d S6 Fax Number
Date
Rev. 612198
MIVWBE REQUIRED DOCUMENTATION RECEIPT.
Transportation & Public Works
RECEIVED OCT 012002
Official Date: 1 1 Official Time:
Bid Date: A/AiAog—
Project Name: �c
�
Project Manager.
er;
�
Parma Submitted By
Name:
Company:
Received By.
r.rinC!
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR: H.M.A.C. SURFACE OVERLAY (2002-21)
AT VARIOUS LOCATIONS
PROJECT NO. GS93-020930522390
1.SCOPE OF WORK: The work covered by these details and specifications
consists of the surface rehabilitation of existing pavement: Also included
is the addition of a new surface layer of H.M.A.C., the removal (only) of
all existing traffic buttons, removal and replacement of existing concrete
curb and gutter and existing base repair, as described in the Special
Provisions of these specifications. The work shall include all other
miscellaneous items of construction to be performed as outlined in the
details and specifications which are necessary to satisfactorily complete
the work.
The Contractor shall mobilise 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.
The contractor is encouraged to conduct site visits and survey all these
possibilities. 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 (f) 25% of the contract award. The contractor is not entitled to
any additional compensation or renegotiation of individual, pay item bid
prices.
All short cul-de-sac streets and turnouts that intersect with a street to
be repaired shall, be included in this contract, even though they may not
be listed on a Work Order due to their size. The contractor shall mill,
clean, apply tack coat, overlay and adjust facilities.
Total quantities given in the bid proposal may not reflect actual
quantities, but represent the beat estimate based on a reasonable effort
of investigation; however, they are given for the purpose of bidding on
and awarding the contract.
2. Contract will be awarded to the lowest responsible bidder.
3. The Contractor agrees to complete the Contract within the allotted number
of days. If the Contractor fails to complete the work within the number
SP-1
of days specified, liquidated damages shall be charged, as outlined in
Part 1, Item 8, Paragraph 8.6, of the "General Provisional" of the Standard
Specification for Construction of the City of Fort Worth, Texas.
4. 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.
S. This contract and project are governed by the two following published
specifications, except as modified by these Special Provisions:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -CITY OF
FORT WORTH and STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH
CENTRAL TEXAS. General Provisions shall be those of the Fort Worth
document rather than Division 1 of the North Central Texas document.
A copy of these specifications may be purchased at the office of the
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 by the designer.
If not shown, then applicable published specifications is any of these
documents may be followed at the discretion of the Contractor.
6. Bidders shall not separate, detach or remove any portion, segment or
sheets from the contract documents at any time. Failure to bid or fully
execute contract without retaining contract documents intact may be
grounds for designating bids as "non -responsive" and rejecting bids or
voiding contract as appropriate and as determined by the Director of the
Transportation and Public forks Department.
7. 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.
8. 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 elan shall be submitted for review to Mr. Charles R.
Burkett, Citv Traffic Engineer @817-871-8770 at least 10 workina days
prior to the preconstruction conference. Although work will not begin
until the traffic control xoanal has been reviewed. the Contractor's time
will begin in accordance with the time frame established in the Notice to
the Contractor.
SP-2
The Contractor will not remove any regulatory sign, instructional sign,
street name sign, or other sign which has been erected by the City. If it
is determined that a sign must be removed to permit required construction,
the Contractor shall contact the Transportation and Public Works Depart-
ment, Signs and Markings Division (phone number 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 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.
Work shall not be performed on certain locations/streets during "peak
traffic periods" 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."
9. PAYMENT: The Contractor will receive biweekly 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.
10. 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.
11. 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
SP-3
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. V .
12. 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 Worths 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 :oust be approved by the Administrator to ensure the
filling is not occurring within a flood plain without a permit. A flood
plain permit can be issued upon approval of necessary engineering studies.
No fill permit is required if disposal sites are not in a flood plain.
Approval of the Contractor's disposal sites shall be evidenced by a letter
signed by the Administrator stating that the site is not in a known flood
plain or by a Flood Plain Fill Permit authorizing fill within the flood
plain. Any expenses associated with obtaining the fill permit, including
any necessary engineering studies, shall be at Contractor's expense. In
the event that the Contractor disposes of spoil/fill material at a site
without a fill permit or a letter from the Administrator approving the
disposal site, upon notification by the Director of the Department of
Engineering, Contractor shall remove the spoil/fill material at its
expense and dispose of such materials in accordance with the ordinance of
the City and this section.
13. 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.
14. Final cleanup work shall be done for this project as soon as the work has
been completed. No more than seven days shall elapse after completion of
construction before the roadway and right-of-way is cleaned up to the
satisfaction of the Engineer.
IS. PROPERTY ACCESS: Access to adjacent property shall be maintained at all
times unless otherwise directed by the Engineer.
16. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor
to furnish the Construction Engineer, prior to construction, a schedule
outlining the anticipated time each phase of construction will begin and
be completed, including sufficient time being allowed for cleanup.
SP-4
17. SAFETY RESTRICTIONS - WORK NEAR X10H VOLTAGE LINES: The following
procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches, painted
yellow with black letters that are legible at twelve feet shall be
placed inside and outside vehicles such as cranes, derricks, power
shovels, drilling rigs, pile drivers, hoisting equipment or similar
apparatus. The warning sign shall read as follows:
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF
HIGH VOLTAGE LINES."
(2) Equipment that may be operated within ten feet of high voltage lines
shall have an insulating cage -type of guard about the boom or arm,
except back hoes or dippers, and insulator links on the lift hood
connections.
(3) When, necessary to work within six feet of high voltage electric
lines, notification shall be given the power company (TU 'Electric
gervice Co.) which will erect temporary mechanical barriers, de -
energise 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 TU Electric Service Company, and shall record action taken
in each case.
(4) The Contractor is required to make arrangements with the TU Electric
Service Company 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).
18. 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
SP-5
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.
CONSTRUCTION
The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM[" for its
employees and all contractors and their sub -contractors must comply with
this program as a condition of the contract. All active sewer manholes,
regardless of depth, are defined as "permit required confined spaces".
Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT"
used by the Fort Worth Water Department (Field Operations Division) for
each entry and possess 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 STEMNO. 1 - SPRINKLING FOR DUST CONTROL:
All applicable provisions -of Standard Specifications Item No. 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
coats 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 all
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 (if he
is available) in the observation and marking activity. in any event a
street shall be completely marked a minimum of two (2) working days before
SP-6
resurfacing begins on any street. Marking the curbs with paint is a
recommended procedure.
It shall be the contractors 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 for later adjustment. 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:
CMRany
Southwestern Sell Telephone
Texas Utilities
Lone Star
City of Fort Worth,
Street Light and.Signal
Telephone Number
338-6275
336-9411
Ext. 2121
336-8381
Ext. 6982
871-8100
Contact Person
"Hot Line"
Mr. Roy Kruger
Mr. Jim Bennett
Mr. Jim Bob Wakefield
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.
PAY ITEM NO. 1 - PROJECT DESIGNATION SIGNS
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.
SP-7
The sign shall be constructed of 3/4" 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 construc-
tion.
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 pre bid per each will be full compensation for all labor,
material, 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 Contractors at the Contractor's expense.
The payment to the Contractor for utility adjustments shall be the actual
cost of the adjustments plus ten percent (1.0%) to cover the cost of bond
and overhead incurred by the Contractor in handling the utility adjust-
ments.
PAY ITEM NO. 3 - MANHOLE ADJUSTMENTt
This item shall include adjusting the tops of existing manhole 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
SP-8
per day.
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing manholes. The Engineer will field verify this
inventory and provide the Contractor replacements for broken manhole
covers. The contractor shall replace the manhole covers which are damaged
during construction at no cost to the City.
Included as part of this pay item shall be the application of a
cold -applied preformed flexible butyl rubber or plastic sealing compound
for sealing interior and/or exterior joints on concrete manhole sections,
as per current City Water Department Special Conditions.
The unit price pre bid 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 ADJUSMAMNT:
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 faila to complete the work within seven (7) calendar
days, a $100 dollar liquidated damage will be assessed per each water
valve box ;per day.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 5 _ WATER MN ER SOX 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 unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
SP-9
PAY ITEM NO. 6 - REMOVAL AND REPLACEMENT OF CONCRETE CURB AND GUTTER:
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-92 through S-S4. Pay limits for laydown curb and gutter
are as shown in Drawing No. S-S5 of the Standard Specifications.
Contractor shall sawcut the curb and gutter and 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 of the curb and
gutter. The pay limit will be 9" out from the gutter lip, with dame day
haul -off of the removed material to a suitable dump site. The street void
shall be filled with H.M.A.C. Type "D" mix as per specification No. 300
"Asphalts, Oils, and Emulsions", Item No. 304 "Prime Coat" and Item No.
312"Hot Mix Asphaltic concrete" and compacted to standard City 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.
Backfill for curb and gutter shall be completed within fourteen (14)
calendar days from the _day of demolition to date of completion. 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 611 CONCRETE DRIVEWAYSS
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 saute 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.
50411 Concrete Sidewalk and Driveways". Pay limits for concrete driveway
are as shown in Drawing No. S-SS 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 ano 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
SP-10
this item see item No. 104 ItRemoving 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 REPLACMMNT OF H.H.A.C. PAVEMENT AND BASS.:
The contractor shall remove all existing deformed H.M.A.C. pavement and/or
bad base material that shows surface deterioration and/or complete
failure. The 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 bass material shall be removed, it required, to a depth
sufficient to obtains 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 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 dump site.
After satisfactory completion of removal as outlined above, the contractor
shall place the permanent pavement patch, with Type "D" surface mix. 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 sections or the
depth of the failed material, whichever is greater. However, the patch
thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C.
pavement thickness will not exceed 511. 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 Standard Specification Item Nos. 300
IfAsphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot -Mix
Asphaltic Concrete" 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 ITLV NO. 10 - GRADED CRUSHED STONES2
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
stones.
For specifications governing this item see Item No. 208 "Flexible Base".
SP-11
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" DEPTH 5.0' WIDE:
1. Descrivtion
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 (011 cut) at a minimum width of 51. 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.
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
1 begin the overlay, within five (5) calendar days from the date of the
wedge milling completion of any one street. Should the contractor fail
to meet this condition, the wedge milling 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 dump
site.
2. Eauivment
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
SP-12
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:
Descrintion:
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
now 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. 11 - 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:
prior to the milling of the butt joints, the contractor shall consult with
the construction Engineer for proper location of these joints and verify,
that the selected limits of the projects street are correct.
The general locations for butt joints are at all beginning and ending
points of streets listed in the project and as more graphically detailed
at the back of this specification book. The joints are also required on
both sides of all railroad tracks and concrete valley gutters, bridge
decks and culverts and all other items which transverse the street and and
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 211. This milled area shall be tapered within the 20 feet
to a depth from 011 to 211 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 Pavment:
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
SP-13
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 maternal haul -off, tools, labor,
equipment and incidentals necessary to complete the required work.
PAY ITEDi NO. 14 - 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX):
All applicable provisions of Standard Specifications, Item Nos. 312 "Hot -
Mix Asphaltic Concrete", 300 "Asphalts, Oils and Emulsions", 304 "Prime
Coat", and 31.3 "Central Plant Recycling -Asphalt Concrete,, shall apply to
the construction methods for this portion of the project.
Standard Specification 312.5 (1) shall be revised as follows: The prime
coat, tack coat, or the asphaltic mixture shall not be placed unless the
air temperature is fifty (50) degrees Fahrenheit and rising, the tempera-
ture being taken in the shade and away from artificial. heat. Asphaltic
material shall also not be placed when the wind conditions are unsuitable
in the opinion of the Engineer.
The contractor shall furnish batch design of the proposed hot mix
asphaltic concrete for City approval 48 •hours prior to placing the
H.M.A.C. overlay. The City will provide laboratory control as necessary.
The unit price bid per square yard of H.M.A.C. complete and in place,
shall be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
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:
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 standard specification Item No. 314, "Concrete Pavement", Item 312
nHot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item
No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base",
Drawing No. S-S6 and detail 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. 314 "Concrete
Pavement".
SP-14
Asphalt base material may be required at times as directed by the Engineer
to expedite the work at locations identified in the field.
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 shown on the
proposal will be full compensation for materials, labor, equipment, tools
and incidentals necessary to complete the work.
PAY ITEM NO. 16 - NEW 7" CONCRETE VALLEY GUTTERi
This item shall include the construction of concrete valley gutters at
various locations to be determined in field.
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 standard specification Item No. 314, "Concrete Pavement", Item 312
"Hot -Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", item
No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base",
Drawing No. S-S6 and detail 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. 314, "Concrete
Pavement".
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 shown on the
proposal will be full compensation for materials, labor, equipment, tools
SP-15
and incidentals necessary to complete the work.
PAY ITEM NO. 17 - NEW 4" STANDARD WHEELCHAIR VAMP:
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,Replaeement of Curb and Butter). 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 LITHOCHROML 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 EAER).
"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 an the proposal will be full compensation for materials, labor,
equipment, tools and incidentals necessary to compete the work.
PAY ITEM NO. 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.
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
OP-16
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 nonwoven 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 nonravelling 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
temperature air-dried tension Tex-616-a"Tasting
free sample, expressed in of Construe tion
oz/sq. yd. Fibers"
Water flow rate by falling
head method, 7.9 inches (20
cm) to 3.9 inches (10 cm) on 2
inch ID cylinder with 1 inch
diameter orifice, with flow
rate expressed in gal/sq.
ft/minute.
Breaking load in either
machine or cross -machine
direction, expressed in
pounds.
Equivalent opening size (US
Standard sieve no.)
"Apparent elongation" at
breaking load in either
machine or cross -machine
direction, expressed as
percent.
Tex-616-J
ASTM Designation: D
1682 grab method G
as modified by
Tex--616-J
CW-02215, US Army
Corps of Engineers,
Civil Works
Construction Guide
Specification.
"Plastic Filter
Fabric", November,
1977.
ASTM Designation: D
1682 grab method G
as modified by
Tex-616-LT
Requirements
4.0 minimum for under
drains and Slope
Stabilisation, 6.0
minimum for Gabions
Revetment
80 minimum
100 minimum
70 to 100
100 maximum
The "Filter Fabric" shall be installed in accordance with the
manufacturer's recommendations, as indicated or as directed by the
SP-17
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.
Contractor shall pulverize the existing pavement to a depth of 811. 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" M.M.A.C. surface. The 2"-bass cut shall start at a depth of 8"
from the existing pulverized surface. After the undercut operation is
completed, contractor shall spread, mix, and compact the pulverized
material to a 95% compaction per City's Standard Specifications or as
directed by the Engineer in the field. A 3.5% portland cement shall be
used to mix the pulverized material.
if the existing pavement has a combination of 10" H.M.A.0 and crushed
stone/gravel, undercut will not be required, the contractor will pulverize
10" inches, the 2" inch cut will be taken from the 10" pulverized
material. (see soil test report)
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, a $200 dollars liquidated damage will
be assessed per block per day.
After the pulverized material is cured, the contractor shall overlay it
with 2" H.M.A.C. surface within five (5) calendar days. If the contractor
fails to begin the work within five (5) calendar days, a $200 dollars
liquidated damage will be assessed per block per day.
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, and dispose of the undercut material.
The 2" H.M.A.C. surface will be paid by separate item.
PAY ITEM NO. 23 - REMOBILIZATZONS
This item shall compensate the Contractor to remobilize personnel,
equipment, supplies, and material to perform an 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 the overlay. Remobilization shall be
determined by the Engineer. Any Remobilization without the approval of the
SP-18
without the approval of the Engineer will not be compensated.
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 - 118" 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. All applicable provisions of Item No. 106 "Unclassified
Street Excavation" shall apply, work shall be paid per cubic yard.
PAY ITEM NO. 25 - 2" SURFACE MILLING:
This item shall consist of milling the existing pavement at a depth of 211.
All applicable provisions of Pay Item No. 11 "wedge Milling" shall apply.
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 - H.M.A.C. Sneed Hump:
This item shall consist of removing existing and installing new H.M.A.0
Speed Humps according to the plan and profile as shown on the detail
sheet. The speed humps are on Welch Av. from Alamesa Blvd. to Willow Way
Rd. (Mapsco 103C). All excavated material shall be hauled off site the
same day as excavated, to a suitable dumpsite.
The unit price bid per each shall be full compensation for H.M.A.C. Type
D surface course, compact tack SS-1, kraft brown paper - 36" wide 40-lb
paper to keep curb & gutter clean, vibratory hand roller, and all
materials, labor, equipment and incidentals necessary to complete the
work.
Contractor shall notify the Construction Engineer 72 hours prior to
installing any speed humps. Pavement marking will be installed by Traffic
Services Division.
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-19
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that
it provides workers' compensation insurance coverage for all of its employees employed
on City of Fort Worth Project HMAC Surface Overlay 2002-21 and City of Fort Worth
Project No. GS93-020930522390.
I'
CONTRACTOR:
PEACHTREE CONSTRUCTION, LTD.
BY: PEACHTREE INTERNATIONAL, LLC,GENERALPARTNER
By: 1 C C.,,�.,, CL,
Name: J. BARRY CLARK
Title: PRESIDENT
Date: 1-t4' o 3
STATE OF TEXAS §
COUNTY OF TARRANT §
Before me, the undersigned authority, on this day personally appeared
J. BARRY CLARK
known to me to be the person whose name is subscribed to the foregoing instrument,
and acknowledged to me that he executed the same as the act and deed of
PEACHTREE CONSTRUCTION, LTD.
for the purposes and consideration therein expressed and in the capacity therein stated.
Given Under My Hand and Seal of Office this day of -JA w " e-w 20,025.
Notary4uiin and for the State
1 r E CHERYLA.HOsiENSERGER Texas
MY COMMISSION EXPIRES
July 30, W
CERTIFICATE OF INSURANCE
TO: CITY OF FORT WORTH, TEXAS
Date:
NAME OF PROJECT:
4
PROJECT NUMBER:
THIS IS TO CERTIFY THAT
(Name and Address of Insured)
"i is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described,
for the type of insurance and in accordance with the- provisions of the standard policies used
by this Company, and
further'hereinafter described.
Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSURANCE _
PO1.IcY No. _ EFFECTIVE --- EXPIRES --- Limas of LIAE31LITY
Worker's Compensation
` --
' Bodily Injury:
Comprehensive General
I
Ea. Occurrence:
$
Liability Insurance
Property Damage:
Public Liat i0
Ea Occurrence:
$
Blasting
_ __ L_ _ __ Ea. Occurrence:
I Collapse of Buildings or
structures adjacent to
excavations --------__—_...._------
•-- Ea. Occurrence,
-------�
$
Damage to
Underground Utilities
- __ _—_- Ea. Occurrence:
$
-
Builder's Risk
—_—_.—
- -
Bodily Injury:
at rehensive
Comprehensive
j Ea. Person:
: $
Automobile
� Ea. Occurrence:
$
Property. Damage:
�
1
I Ea Occurrence.
Bodily Injury:
Contractual Liability
Ea. Occurrence:
Property Damage:
$
Ea. Occurrence:
$
Other-
Locations covered:
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or
canceled by the insurer in less than five (5) days after the insured has received written notice of such changetor
cancellation.
Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be
assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement
thereto attached.
Agency
Fort Worth Agent By
Address Title
Experience. Record
List of projects your organization has successfully completed:
AMOUNT OF TYPE OF WORK
CONTRACT A`4vARD
DATE NAME AND ADDRESS
ACCEPTED OF OWNER
0
List of projects your organization is now engaged in completing:
AMOUNT OF TYPE OF WORK ANTICIPATED DATE NAME AND ADDRESS
CONTRACT AWARD OF COMPLETION OF OWNER
List Surety Bonds in Force on above incomplete work:
AMOUNT OF
CONTRACT AWARD
TYPE OF WORK AMOUNT OF BOND, NAME AND ADDRESS
BOND OF OWNER
'Rand No. SH1806
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS;
COUNTY OF TARRANT §
That we, (1) Peachtree Construction, Ltd. , as Principal herein,
and Pidelity- and Q-iaranty Insurance Underwriters, Inc. a
'1
corporation organized under the laws of the State of (3) Texas , and who is authorized to
issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City
of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee
f herein, in the sum of Four Hundred Forty Eieht Thousand, Five Hundred Fortv Two
I Dollars and Fifty Cents Dollars ( $448,542.50 ) for the payment of which sum we bind
_ ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
firmly by these presents,
WHEREAS, Principal has entered into a certain written contract with the Obligee dated
the 17th day of December , 2002 , a copy of which is attached hereto and made a
part hereof for all purposes, for the construction of HMAC SURFACE OVERLAY 2002-21
Project No. GS93-020930522390.
f NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall
G faithfully perform the work in accordance with the plans, specifications, and contract documents
iand shall fully indcmnify and hold harmless the Obligee from all costs and damages which
Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all
outlay and expense that Obligee may incur in making good such default, then this obligation
shall be void; otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the
r Texas Government Code, as amended, and all liabilities on this bond shall be determined in
iaccordance with the provisions of such statute, to the same extent as if it were copied at length
herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the
Surety have executed this instrument.
SIGNED and SEALED the 17t" day of December , 2002
ATTEST:
.11(2
j (Principal) Secretary
(S E A L)
i
Witness as to Principal
Peachtree Construction, .Ltd.
By Peachtree International, L.L.C.
Genexxal Partner
PRINCIPAL
By:
� "),
G".,
Name:
J_Rarry Clark
Title:
President
Address: P.O. Rox 821198
Fort Worth, TX 76182
Fidelity and Guaranty Insurance
Underwriters, Inc.
SURETY
ATTE . By: _ tl '
Name: Lorri.e Scott
Secrets Holly A. Gravenor Attorney in Fact
(S E A L) Address: 4021 Hwy 377 South
Fort Worth, TX 76116
Y'jUUb A.�7�
r�11-
V `!
Witness as to Surety ` Telephone Number: 817-737-4943
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney -in -Fact.
The date of bond shall not be prior to date of Contract.
Rand No. SH 1806
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) Peachtree Construction. Ltd. , as Principal herein,
and Fidelity and Guaranty Insurance Underwriters, Inc. ,
a corporation organized and existing under the laws of the State of (3) Texas , as surety,
are held and firmly bound unto the City of Fort Worth, a municipal corporation located in
Tarrant and Denton Counties, Texas, Obligee herein, in the amount of Four Hundred Fortv
Eight Thousand, Five Hundred Fortv Two Dollars and Fiftv Cents, Dollars ( $448,542.50 )
for the payment whereof, the said Principal and Surety bind themselves and their heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents:
WHEREAS, the Principal has entered into a certain written contract with the Obligee
dated the 171h day of December , 2002 , which contract is hereby referred to and
made a part hereof as if fully and to the same extent as if copied at length, for the following
project: HMAC SURFACE OVERLAY 2002-21 Proiect No. GS93-020930522390,
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the
said Principal shall faithfully make payment to each and every claimant (as defined in Chapter
2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of
the work under the contract, then this obligation shall be void; otherwise, to remain in full force
and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute, to the same extent as if it were copied at length
herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the
Surety have executed this instrument.
SIGNED and SEALED the 17' day of December , 2002 .
ATTEST:
i (Pr rffcip T) Secretary`r
(SEAL)
r�
Witness as to Principal
AT TES
SecretaryV Holly A. Gravenor
(SEAL)
Peachtree Construction, .Ltd.
By Peachtree International, L.L.C.
General Partner
PRINCIPAL
By:
Name: _jRa_rry Clark
Title: President
Address: P.O. Box 821198
Fort Worth, Tx 76182
Fidelity
and Guaranty Insurance
Underwriters, Inc.
SURETY
B
zem
y :
Name:
Lorrie Scott
Attorney in Fact
Address: 4021 Hwy 377 South
Fort Worth, Tx 76116
Witness as to Surety Telephone Number: 817-737-4943
.I,
NOTE: (1) Correct name of Principal (Contractor).
i [ (2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney -in -Fact.
The date of bond shall not be prior to date of Contract.
MAINTENANCE BOND
Bond No. SH 1806
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL BY THESE PRESENTS:
That Peachtree Construction, Ltd. ("Contractor"), as principal,
and, Fidelitv and Guarantv Insurance Underwriters, Inc.
a corporation organized under the laws of the State of New York ("Surety"), do hereby
acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation
chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the
sum of Four Hundred Fortv Eight Thousand, Five Hundred Forty -Two Dollars and Fiftv Cents Dollars
($448.542.50), lawful money of the United States, for payment of which sum well and truly be made unto said
City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors,
administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth,
dated the 17th of December 20 02, a copy of which is hereto attached and
made a part hereof, for the performance of the following described public improvements: HMAC SURFACE
OVERLAY 2002-21 the same being referred to herein and in said contract as the Work and being
Y' designated as project number(s) GS93-020930522390 and said contract, including all of the specifications,
conditions, addenda, change orders and written instruments referred to therein as Contract Documents being
Y incorporated herein and being made a part hereof; and,
f WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the
work that it will remain in good repair and condition for and during a period of after the date of the final
acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for
said term of S t'a) ;and
WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at
any time within said period, if in the opinion of the Director of the City of Fort Worth Department of
Engineering, it be necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair
or reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain,
repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these
presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain
in full force and effect, and the City shall have and recover from Contractor and Surety damages in
the premises as prescribed by said Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon for
successive breaches until the full amount hereof is exhausted.
IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each of which shall
be deemed an original, this i day A.D. 20 D Z►.
pya ac�rCOnrng16ala 7ennanree..L . C .
C�eneral Partner
PRINCIPAL
ATTEST: By: J ��(, Cr'
Name: J. Barry Clark
(Principa) Secretary
Title: President
(S E A L) Address: Po Pox 821198
Fort Worth, TX 76182
i
L
Witness as to Principal
Fidelity and Guaranty Insurance
Underwriters, Inc.
SURETY
ATTES By:
u r7z�
Name: Lorrie Scott
Secreta Holly A. Gravenor Attorney in Fact
(S E A L) Address: 4021 Hwv 377 South
Fort Wcrth TX 76116
Witness as to Surety Telephone Number: 817-737-4943
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of Power of
Attorney shall be attached to Bond by the Attorney -in -Fact.
The date of bond shall not be prior to date of Contract.
,
'me91Fhu1 POWER Or ATTORNEY
Seaboard Surety Company United States Fidelity and Guaranty Company
St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company
St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc.
St. Paul Mercury Insurance Company
Power of Attorney No. 22810 Certificate No. 1180350
KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that
St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under
the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and
that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance
Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do
hereby make, constitute and appoint
Robert C. Siddons, Robert C. Fricke„ Linda Edwards, Douglas J. Wealty, Steven B. Siddons, James F. Siddons,
Holly Gravenor, Lorrie Scott, Tommy Nelson and Samuel G. Siddons
Austin
Texas
of the City of , State , their true and lawful Attorney(s)-in-Fact,
each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings.
contracts and other written instruments in the nature thereof an behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the
performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this instrument to be signed ;usrl sealcd ihiw 23rd day of October . 2001
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Comp=Fy
United States Fidelity and Guaranty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
r
Ii327 1C rase 22 1977 195i
;L'
ji ..., t ANI
State of Maryland
City of Baltimore
JOHN R PHINNEY, Vice President
THOMAS E. HUIBREGTSE, Assistant Secretary
On this 23rd day of October 2001 before me, the undersigned officer, personally appeared John F. Phinney and
Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and
Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and
Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of
said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the
corporations by themselves as duly authorized officers.
In Witness Whereof, I hereunto set my hand and official seal.
My Commission expires the 13th day of July, 2002,
REBECCA EASLEY-ONOXAI.A, Notary Public
86203 Rev. 7-2000 Printed in U.S.A.
CITY OF FORT WORTH, TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TARRANT
This agreement made and entered into this the 17th day of December . 2002 by
and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas,
organized and existing under and by virtue of a special charter adopted by the qualified voters within
said City on the 11th day of December, A.D., 1924, under the authority (vested in said voters by the
"Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at
a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter termed
Owner, and Peachtree Construction, Ltd. HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be
made and performed by the Owner, and under the conditions expressed in the bond bearing even date
herewith, the said Contractor hereby agrees with the said Owner to commence and complete the
construction of certain improvements described as follows:
HMAC SURFACE OVERLAY 2002-21
AT VARIOUS LOCATIONS
Designated as project number, GS93-020930522390
a
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by
the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are
hereto attached and made a part of this contract the same as if written herein.
73
4�Go 1:: 'n`If'�1ilE�q U��1 r
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.
a
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and approval
of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
within a period of 55 (Fifty -Five) working days.
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in the
General Conditions, there shall be deducted from any monies due or which may thereafter become due
him, the sum of $ 210.00 per working day, not as a penalty but as liquidated damages, the
Contractor and his Surety shall be liable to the Owner for such deficiency.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
Specifications, and Contract Documents, then the Owner shall have the right to either demand the
surety to take over the work and complete the same in accordance with the Contract Documents or to
take charge of and complete the work in such a manner as it may deem proper, and if, in the
completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said
Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on
demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said
excess cost.
CJ
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and
agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants
and employees, from and against any and all claims or suits for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to be
performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or
invitees, whether or not anv such iniurv, damage or death is caused, in whole or in part, by the
nepliaence or alleged negglipence of Owner, its officers, servants, or employees. Contractor
likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and
all injuries to Owner's officers, servants and employees and any damage, loss or destruction to
property of the Owner arising from the performance of any of the terms and conditions of this
C-2 ran
krol
Contract, whether or not anv such iniury or damage is caused in whole or in part by the
ne.gligence or alleged negligence of Owner, its officers, servants or emplovees.
In the event Owner receives a written claim for damages against the Contractor or its subcontractors
prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or
(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been
referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work
performed under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Texas Government Code Section 2253, as amended, in the form included in the Contract
Documents, and such bonds shall be 100 percent (100%) of the total contract price, and the said surety
shall be a surety company duly and legally authorized to do business in the State of Texas, and
acceptable to the City Council of the City of Fort Worth.
a
Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid
work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted
by the successful bidder hereto attached and made a part hereof. Payment will be made in 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
NIA shall be
FOUR HUNDRED FORTY EIGHT THOUSAND, FIVE HUNDRED FORTY-TWO DOLLARS
AND FIFTY CENTS
$448.542.50
Iknl�u d
11 1�, {, '! IIIp llLL
C-3
a
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Department of Engineering.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto
and made a part hereof the same as if it were copies verbatim herein.
11.
The Contractor shall procure and shall maintain during the life of this contract insurance as
specified in paragraph 8 of Special Instruction to Bidders of this contract documents.
12.
It is mutually agreed and understood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Contract, and the
Contractor agrees to fully comply with all the provisions of the same.
IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six (6)
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the
corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through
i its duly authorized officers in Six {61 counterparts with its corporate seal attached.
C-4
Done in Fort Worth, Texas, this the
17t" day of December, 20 02.
RECOMMENDED:
DIRECTOR, DEPARTMENT OF
ENGINEERING
PEACHTREE CONSTRUCTION, LTD.
BY;PEACHTREEINTERNATIONAL, LLC,GENERAL PARTNER
jyTFORTW R H
ASSISTIkNT CI AGE
APPROVED:
DIKEECTOR, TRANSPOR TION AND
PUBLIC WORKS ('
ATTEST:
(Contractor)
CITY SEC TARY
(SEAL)
BY: C-,,)t--
(Representative)
J.BARRYCLARK contract Authorization
PRESIDENT
i Date
a
Il (TITLE)
P.O. BOX821198 APPROVED AS TO FORM &
f (Address) LEGALI
�1
FT. WORTH, TX. 76162-1198
(City/State/Zip) AS TAI4T CITY ATTORNEY
November 1960
Revised May 1986
Revised September 1992
Revised January 1993
Revised April 1999
Revised June 1999
Revised June 2001
C05
--0
�,_5r1
LP I.15 288 r SL tJ[ I
0
Fq kTWi kT. F
o -;
- 167 (COPPCr? r
1
G
STREET MA INTENANCE PROGRAM
Ln
CONTRACTORS NAME TELEPHONE NUMBERT,
PROJECT DESTGNATION SIGN-
i
t
LEGEND
{ H.M.A.C. REHABILITATION
01 Ali :a tj WEDGEMILLING
(RECYCLE/OVERLAY
ONLY )
NOTE: IF EITHER RADIUS DOES NOT HAVE
AN ISLAND, IT WILL BE TREATED
AS INDICATED BY APPLICABLE
DETAIL .
BUTT JOINT
STREET BEGIN OR
END POINT REGARDLESS OF THE
INTERSECTING STREETS ANGLE.
NOTE :0)ALL RIGHT TURN STORAGE '
LANES SHALL BE CONSIDERED
AS PART OF CONTRACT.
(21-BUTT JOINTS NOT
REQUIRED WITH REMIXING
PROCESS. D _ 3
REVISED:
• otiY. off. OAT[
TYPICAL - 1 1990 ,
LAYOUT FOR RECYCLING ACTIVITES
UNLESS NOTED OTHERWISE IN STREET SCHEDULE.
,0
bt�_.
LEGEND
I H:M
It If 10 WE[
/OVERLAY ONLY.)
NOTE !II)IF ANY COMBINAtION OFISLANDS
AND RIGHT TURN LANES ARE ABSENT
TURN RADIUS SHALL BE TREATED
AS STANDARD. BUTT JOINT SHALT.
BE SQUARED OFF, IF NEEDED
AS A RESULT OF EXISTING CONC.
VALLEY GUTTER.
(2) BUTT JOINTS UOT REOUIRED
WITH REMIXING PROCESS.
r
D-4
RE VISED:
sQEv.1/o. 0t7[:
TYPICAL 1 1990
-LAYOUT FOR RECYCLING ACTIVITIES WHEN INTERSECTING
STREETS ARE RECYCLED SIMULTANEOUSLY
UNLESS NOTED OTHERWISE IN STREET SCHEDULE
8 - #4 BARS TYP.
PLACED MIN 3"
BELOW SURFACE
PVMT
_BASE ^�
GRADE RINGS AND
RAM NECK
MANHOLE
WATER VALVE
1/2 W TYP
4 4.0' M H 2.0' WV A
3 TYP.
r f IT ..
PVMT
BASE
CONCRETE COLLAR
HEIGHT VARIES
I. ALL CONCRETE USED SHALL BE 3000 PSI.
2. CONCRETE COLLAR SHALL EXTEND TO THE BOTTOM OF BASE (MIN.).
3. CONCRETE COLLAR SHALL BE:
a) 4' x 4' for MANHOLE
b) Z' x 2' for WATER VALVE.
CONCRETE COLLAR
for
MANHOLE and WATER VALVE
NTS February 1993
EXIST. H.
PVY T Ik
EX FANS ION
JOINTS
MATCH ExIsTINo
GUT TER
A
TRANSITIOM�
AREA IWIOTH AS REQUIREO1
"-.w—A
PLAN VIEW
Not to Scale
SOUrt.RE FEET OF VALLEY
GUY TER MEASURER
FROM SACK -OF -CUR#
TA IWK"OF-CURB
humidt .
.POINTS
AR !avert Ro blare than eta depth aad !o tess tkax &V 4PIR depth
Iril/ be ""red is a/r #'aide "fler pvttera, iee toofractflr rl1/
he "qulred to tort tho puller with rater before The joh is aceotod
?"CONCRETE
Al. VALLEY to KALA.C.
SASE. GUTTER
M0.3 t !A" C-C TRARLITIplI
P- - ko. s i ISO C-C
bar. a
TRANSITION
o ITEM 110.]02 i EXIST. ILMJIA.
* rVM1T-! SASE
CONCRETE SASE Crtished CONCRETE USE
Limestone
_ e-o• _
RESIAENTIAL STIIEETR
SECTION IA --A'
Not to Scots
the reinforced concrete ralleyalrallrsplace the lopT."of theperementlrith theremolning
portion al pavement to ho constructed lncludlog subgr®de lreata/tltl, k aceordvnee
Wlth the typical paving section. The concrete rotley VIV A# poveraPd according to
city -standards for concrete curb and gr/ttet. Us coaerete shall be of irvshed
and WOerred agprejal>4 rrilh 9 0147. of flrar 01$Parks ef' cement Per caN+pyord
of concrete. with a minimum compressive strength of 3,000 pounds per
square inch in seven days.
GOIVG'RETE VALLEY !DETAILS
GROUND LINE
SUITABLE
'
MATERIAL
TAMPED IN
LIFTS NOT
EXCEEDING
t�
12" LOO SE.
i_ RV,
o PER ITEM 4
-"-.PER
� 4
1.5'
II 1.5'MIN. FACE OF CURB
f�
CURB AND
Mks. GUTTER
rjqF
TOP OF CURB
VERLAP
FILTER FABRIC PER
PAY ITEM NO. 17
PIPE SHALL' BE B' PERFORATED
POLYVINYL CHLORIDE TUBING
PER ASTM D-1784 UNLESS
SPECIFIED OTHERWISE.
SU8*DRAIN
CITY OF FORT WORTH,TEXAS-CONSTRUCTION STANDARD
-�. IDRAWING NO. S—S II I'"IBDII=1 DATE: 3-7-96
367 Addendum 3
- ;am
UNA..
L r `
.� VV-A
i� r P S
D
.& S 4
:),.E,TAIL-s.
CITY OF FORT WORTK, TEXAS - CONSTRUCTION STANDARD
OCTOBER. 1992
STREET
MMAC
TRANSiTION
9$. MINK
MONOLITHIC
SIDEWALK CURB
CURB LINES TO BE-
1/4" DEEP
18"
1 4 JOINT, 3"
4##
uEwu ww{..
��1lALK .
CURB
MMAK LENGTM CF SURFACE TREATMENT CMGM
S' F'Rai THC BACK OF CURT.
R.O.W.
PAY LIMIT
EXPANSMN 14ATLIUAL
RCCCSSFD f /4" AND
SEALED W/=LIC0NE
CAMUCABLE TO ALL N = T
cnLp-.iotNTS)
2) FOR PARKWAY WITH ELEVATION BELOW STREET
ELEVATION, THE SIDEWALK CURB MUST BE 2"
HIGHER THAN THE STREET CURB.
2) SIDEWALK CURB SHALL NQT ENCROACH ON THE
PROPOSED WIDTH QF THE SIDEWALK OR RAMP.
3) FOR TYPE I RAMP MAXIMUM SIDEWALK CURB
HEIGHT 0" TO 7".
TYPICAL. RAMP X-SECTION
CITY OF FORT WORTH, TEXAS — CONSTRUCTION STANDARD
OCTOBER, 1992
TYPE I
EXISTING 15' R
SCALE 1" m S'
PROP, 4' RAMP
z COLORED SURFACE
a
0
1148
04
Ilia
� VARIABLE HEIGHT CURB.
1 1/2' R (TYP-)
CITY or FORT NTH, TEXAS - CONSTRUCTION STANDARD
OJCTOUM 1J92
EXISTING 15' R
SCALE V z 5'
I - i SIDEWALK RAMP
NOTES
1) EXPANSION .POINT AND .SILICONE SEALING5
SHALL x UASIDIARV TO L*4T PRICE BID
"m SIDEVAM
Ia THE ACTUAL. LINff S OF REM VAL. OF EXIST-
04 CUP4 AND GUTTER AND SIDCVALX VALL
` K AS DMICTED BY THE ENGINEt7t W THE
} FAIL
{ 3) MONOLITHIC CURB OR FLARED SLOPES MAY
IE INSTALLED OH .84TH SIDES W THE RAW
DEPEXDING ON TIC FIELD CONDITION CR AS
M ECTED SY THE ENG-MIL
4) CURB RAMP% WITH RETL040 CURES MAY BE
USED WHERE PEDESTRIANS WOu.D NOT
SLY WALK ACROSS• THE RAMP.
3) SLOPt 'OF CURS RAW AOIOR SIDEVALK
SHALL K A MAlC04L" OF 14E FLARED
SIDES OF RAW SHALL HAVE A MAX"
SLOPE OF Mq UNLESS P'EDESTRUM CtLXV
VALK ACROSS THE RAW THEN THE NAX"
SLOPE SWILL. Bt 141
y •�� �y� MOHQJ= UW4Auc CM
• • •• • 43M W=
• �\• a• • • 1 u,�a e�
.,L • • • t. , csa
RA
LEGEND • •' • . "
r • a
• a
'WITEELCHAIR RAMP '
o. "cum
6"
�• crre tw
e.•., ' i '•
LAYDOWN C/G
As RED
!aw. al
ma SPACE at Cm OKL x CmAlo
saw"
9K W "fr. \Aiwa
rant Nw• 7" 01"
1 ym sale tComR PAVDW
STANDARD RAY LIMIT DETAIL
CITY OF FORT WMTK TEXAS - C ONSYRWTIGN STANDMD
OCTOBC& 1992
wR - I
4 QltTE7e
_01,6"
EXISTING 15' R
SCALE I"=5'
i ' - i SIDEWALK RAMP
4
PAY U MY P= 34 FUR =VAL.JC
FAT£ b THE ACTUK LMM OF RDUYX W CMTDO. Ct"
ae a r r R NO t rmr,Lx DWL X as DM= E) gar
TK Cwam, rK Tm FmjL
SAVDA M
HW C PVW1
smma+�
as afaca� .
Banc or
suzr
radc..rnac SrAcwax cues
r
immim
TaL �-
1
1w G -
v�' i 6TX
L Tm
cxpwum .lMT rr %LxfJc scm-m
W.x ei PRE', CUR!
CAmP".rcma
EXISTSiG•.r-
i 6alT'Ti7t
VCUi r m m PAIVCO (T
JOINT DETAIL
CITY OF FORT WORM TEXAS - CC STRUCT1cN STANDARD
UCTDBCR, 1992
1 1l
I �l
f7[ISTm Ctm `
6 anZCR l
SW M 240 �.
SAYM Fit
t- 11�y1
TYPE III
EXISTING 20' R
SCALE 1" - 5'
PROP. RAMP
l� BROOM FINISH
i
TRANSITION
\ \ 1r
MU OF
VNZA3 S MEMO CUU
3�t
um or RRW a"
riz . Fes. 7- a"
CXUT a CUM
m c+nrm
MC
CITY OF FORT WDRTK TEXAS - CONSTRUCTION STANDARD
GCTOBEk 1992
HMAC SURFACE OVERLAY (2002-21.)
STREET
FROM
TO
TYPE
MAP
BASSWOOD BLVD
N BEACH ST
BLACKTHORN DR
MOL
36T
WUC14 AVE
ALTAMESA BLVD
WILLOW WAYRD
MOL
103C
WELCH CT
WILLOW WAY RD
S CUL-DE-SAC
MOL
103C
WESTCRE13K DR
SOUTHWEST LOOP 820
ALTAMESA BLVD
MOL
90S
Total Lane Miles
LM CA
2,33 4
1.55 6
0.14 6
6.3 6
10.32
MOL = Mill Overlay Thursday, August 29, 2002 9:35 AM
C ty af Fort Worth, Texas
Ai4ayor and Ommeid 0oomommomication
DATE REFERENCE NUMBER I LOG NAME PAGE
11/26/02 **C-19363 22FUNDING 1 of 2
SUBJECT AUTHORIZE THE CITY MANAGER TO EXECUTE AN AGREEMENT WITH THE
TEXAS DEPARTMENT OF TRANSPORTATION FOR TRANSPORTATION
ENHANCEMENT FUNDING FOR NINTH STREET AND AUTHORIZE THE CITY
MANAGER TO ENTER INTO AN INTERLOCAL AGREEMENT WITH THE FORT
WORTH TRANSPORTATION AUTHORITY OUTLINING FUNDING AND PROJECT
MANAGEMENT RESPONSIBILITIES
RECOMMENDATION:
It is recommended that the City Council:
1 _ Authorize the City Manager to execute a Local Transportation Project Advance Funding Agreement
(LPAFA) with the Texas Department of Transportation (TxDOT) for Transportation Enhancement
Funds in the amount of $1,125,000, for Ninth Street from Throckmorton Street to Jones Street; and
2. Authorize the City Manager to enter into an Interlocal Agreement with the Fort Worth Transportation
Authority (The "T") outlining funding and project management responsibilities; and
3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Critical Projects Fund in the amount of $187,500 from contributions from The "T" for the purpose of
the Ninth Street pedestrian and streetscape improvements project; and
4. Authorize the City Manager to remit a check in the amount of $10,000 made payable to TxDOT for
administration of the project as required by the LPAFA; and
5. Authorize the City Manager to issue a Request for Proposals (RFP) for the design of pedestrian and
streetscape improvements to Ninth Street from Throckmorton Street to Jones Street.
DISCUSSION:
The Transportation Equity Act of the 21s' Century (TEA-21) established a Statewide Transportation
Enhancement Program (STEP) to focus on transportation programs that contribute to the livelihood of
communities, the quality of the environment, and the aesthetics of roadways. The Texas
Transportation Commission selects STEP projects.
On February 28, 2002, the Texas Transportation Commission approved a STEP grant for the Ninth
Street pedestrian and streetscape improvements project, with the total project cost estimated at $1.5
million, with a required 25 percent local match in the amount of $375,000.
The City and The "T" have agreed to share equally the local match. On April 4, 2002, The "T"
Executive Committee authorized The "T"s local match of $187,500 for the project (Executive Committee
Action No. 2002-34). The City's portion of the local match in the amount of $187,500 was included in
the Certificates of Obligation sold for City Match for Major Transportation and Urban Design Grant
Projects approved by the City Council on January 29, 2002, Ordinance No. 14944, and appropriated by
City Council on March 19, 2002 (M&C G-13550). The Planning Department is responsible for collecting
The "T"s share of the local match.
City of Fort Worth, Texas
A4ayor and 6owneid Oomimsomicaflom
DATE REFERENCE NUMBER I i_QG NAME PAGE
11/26/02 **C-19363 22FUNDING 2 of 2
SUBJECT AUTHORIZE THE CITY MANAGER TO EXECUTE AN AGREEMENT WITH THE
TEXAS DEPARTMENT OF TRANSPORTATION FOR TRANSPORTATION
ENHANCEMENT FUNDING FOR NINTH STREET AND AUTHORIZE THE CITY
MANAGER TO ENTER INTO AN INTERLOCAL AGREEMENT WITH THE FORT
WORTH TRANSPORTATION AUTHORITY OUTLINING FUNDING AND PROJECT
MANAGEMENT RESPONSIBILITIES
The City and The "T" would like to enter into an agreement to allow the City to manage and perform
administrative tasks related to the pedestrian improvements along the Ninth Street corridor between
Jones and Throckmorion Streets.
The LPAFA outlines the scope of work for the Ninth Street project as follows:
• Design and preparation of final construction plans, specifications, and estimates; and
• Demolition; and
• Sidewalks; and
• Curbs and gutters; and
• Brick accents; and
• Pedestrian wayfinding signage; and
• Trees and tree grates; and
• Landscape plantings; and
• Installation of Irrigation system; and
• Pedestrian lighting; and
• Trash receptacles.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval of the above recommendations, and adoption of the
attached appropriation ordinance, funds will be available in the current capital budget, as appropriated,
of the Critical Projects Fund.
CB:k
Submitted for City Manager's I FUND
Office by: I (to)
3) C116
Charles Boswell 6183 13) C116
Originating Department Head: `
I
Fernando Costa 8042 I (from)
C116
Additional Information Contact:
Vincent Mantero 8007
I ACCOUNT I CENTER I AMOUNT
531200 022116021220 $187,500.00
488100 022116021220 $187,500.00
531200 022116021220 $375,000.00
CITY SECRETARY
I
APPROVED 11/26/02
ORD115349