HomeMy WebLinkAboutContract 26330 CITY SECRETARY
D.O.E. FILE CITY SECRETARY
CONTRACTNo. � �5 (2
CONTRACTORS BONDING
CONSTRUCTION'S Co' SPECIFICATIONS
CLIENT pEpq COPY
RTIVIENT AND
CONTRACT DOCUMENTS
THE EAST HALF OF
TRACE RIDGE PARKWAY
FROM SHIVER ROAD TO 285 FEET NORTH
IN THE CITY OF FORT WORTH,TEXAS
2000
KENNETH L. BARR BOB TERRELL
MAYOR CITY MANAGER
HUGO A.MALANGA, PE -DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS RADEMAKER, PE - DIRECTOR
DEPARTMENT OF ENGINEERING
t
• . . ..
ES BRYAN BECK W
84574
ddb l
BLEs'
Wick RECOM
r
City of Fort Worth, Texas
"agar and C'Oun"K comnsunicalflon
DATE REFERENCE NUMBER LOG NAME PAGE
10/17/00 **C-18299 1 30HALF 1 of 2
SUBJECT AWARD OF CONTRACT TO STABILE & WINN, INC. FOR CONSTRUCTION OF THE
EAST HALF OF TRACE RIDGE PARKWAY FROM SHIVER ROAD TO 285 FEET NORTH
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Stabile &
Winn, Inc. in the amount of $33,807.01 and thirty (30) working days for construction of the east half of
Trace Ridge Parkway from Shiver Road to 285 feet north.
r; DISCUSSION:
On May 9, 2000 (M&C C-18001), the City Council approved an award of contract to Stabile &Winn, Inc.
for reconstruction of Shiver Road from North Beach Street to Trace Ridge Parkway. As part of this
contract, the west half of Trace Ridge Parkway was constructed to serve the adjacent Keller
Independent School District (KISD) Elementary School (see attachment).
M, During construction, KISD raised concerns about the safety of the students with the bus traffic that is
currently travelling on the west half of Trace Ridge Parkway that is already constructed. Typically, this
work could be added by change order to the existing construction contract. Unfortunately, the cost of
this work, together with change orders and anticipated overruns, would exceed 125% of the total
contract value, which is not allowed under state law.
Given the nature of this problem and health and safety issues, staff has negotiated a separate contract
for this additional work to be performed by Stabile & Winn, Inc. while it is completing their original
contract. The Law Department has been consulted regarding this situation and agrees that the
negotiated contract is an appropriate solution. Through a short form Community Facilities Agreement,
Hillwood Development Corporation will reimburse the City for the cost of this additional work.
A waiver of the goal for M/WBE subcontracting/supplier participation was requested by the Engineering
M Department and approved by the M/WBE Office because the application of these provisions will unduly
delay acquisition of the services.
w This project is located in COUNCIL DISTRICT 4.
f
City of Fort Worth, Texas
"Agar And coun"'I Communication
DATE REFERENCE NUMBER LOG NAME PAGE
10/17/00 **C-18299 1 30HALF 2 of 2
SUBJECT AWARD OF CONTRACT TO STABILE & WINN, INC. FOR CONSTRUCTION OF THE
EAST HALF OF TRACE RIDGE PARKWAY FROM SHIVER ROAD TO 285 FEET NORTH
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Street Improvements Fund.
MG:j
Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY
Office by: (to)
APPROVED
Mike Groomer 6140 CITY COUNCIL
Originating Department Read:
A.Douglas Rademaker 6157 (from) 0 C T 17 2000
C115 541200 020115136292 $33,807.01 r `6��.-,,
Additional Information Contact: City secretary of the
City of Fort Worth,Teras
A.Douglas Rademaker 6157
SPECIAL
INSTRUCTION TO BIDDERS
1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth,
.. in an amount of not less than five(5%)per cent of the total of the bid submitted must accompany the
bid,and is subject to forfeit in the event the successful bidder fails to execute the contract documents
within ten(10)days after the contract has been awarded.
To be an acceptable surety on the bond,(1)the name of the surety shall be included on the current
U.S.Treasury,or(2)the surety must have capital and surplus equal to ten times the limit of the bond.
The surety must be licensed to do business in the state of Texas. The amount of the bond shall not
-� exceed the amount shown on the treasury list or one-tenth(1/10)the total capital and surplus.
2. PAYMENT BOND AND PERFORMANCE BOND: The successful bidder entcring into a contract
® for the work wi!1 be required to give the City surety in a sum equal to the amount of the contract
awarded. In this connection,the successful bidder shall be required to furnish a performance bond as
well as payment bond,both in a-sum equal to the amount of the contract awarded. The form of the
bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished
hereunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas,as
amended.
In order for a surety to be acceptable to the City,(1)the name of the surety shall be included on the
current U.S. Treasury List of Acceptable Sureties(Circular 870),or(2)the surety must have capital
;and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in
the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or
one-tenth(1/10)of the total capital and surplus. If reinsurance is required,the company writing the
reinsurance must be authorized,accredited or trusteed to do business in Texas.
■* No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or
which are interested in any litigation against the City. Should any surety on the contract be determined
unsatisfactory at any time by the City,notice will be given to the contractor to that effect and the
contractor shall immediately provide a new surety satisfactory to the City.
If the contract amount is in excess of$25,000 a Payment Bond shall be executed,in the arriount.of the
contract,solely for the protection of all claimants supplying labor and materials in the prosecution of
the work.
If the contract amount is in excess of$100,000,a Performance Bond shall be executed, in the amount
r. of the contract conditioned on the faithful performance of the work in accordance with the plans,
specifications,and contract documents. Said bond shall solely be for the protection of the City of fort
Worth.
3. LIQUIDATED DAMAGES:The Contractor's attention is called to Part 1,Item 8,paragraph 8.6,of
the"General Provisions"of the Standard Specifications for Construction of the City of Fort Worth,
Texas,concerning liquidated damages for late completion of projects.
4. AMBIGUITY: In case of ambiguity or lack of clearness 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 Ordinance No.7400(Fort Worth City Code Section 13-A-21 through 13-a-29)prohibiting
MF discrimination in employment practices.
N 0 �ECGE)M
R. WK ,VH TI Lv
6. WAGE RATES:All bidders will be required to comply with provision 5159a of"Vernons Annotated
Civil Statutes"of the State of Texas with respect to the payment of prevailing wage rates as established
by the City of Fort Worth,Texas and set forth in Contract Documents for this project.
7. FINANCIAL STATEMENT:A current certified financial statement may be required by the
Department of Engineering if required for use by the CITY OF FORT WORTH in determining the
successful bidder. This statement,if required,is to be prepared by an independent Public Accountant
holding a valid permit issued by an appropriate State Licensing Agency.
8. INSURANCE: Within ten(10)days of receipt of notice of award of contract,the Contractor must
provide,along with executed contract documents and appropriate bonds,proof of insurance for
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 other insurance coverages as may be required by each individual project.
NONRESIDENT BIDDERS:Pursuant to Article 601g,Texas Revised Civil Statutes,the City of Fort
Worth will not award this contract to a non resident bidder unless the nonresident'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 nonresident bidder to obtain a comparable contract in the state in
which the nonresident's principal place of business is located.
"Nonresident bidder"means a bidder whose principal place of business is not in this
state,but excludes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state.
"Texas resident bidder"means a bidder whose principal place of business is in this
state,and includes a contractor whose ultimate parent company or majority owner
has its principal place.of business in this state.
This provision does not apply if 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 specifications. The failure of a nonresident contractor to do so will automatically disqualify that
bidder.
10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth
Ordinance No. 11923,as amended,the City of Fort Worth has goals for the participation of minority
business enterprises and women business enterprises in City contracts. A copy of the Ordinance can
be obtained from the office of the City Secretary.In addition,the bidder shall submit the MBE/WBE
UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH
EFFORT FORM("Documentation")as appropriate. The Documentation must 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 Documentation was received by the City. Failure to comply shall render the
bid non-responsive.
Upon request,Contractor agrees to provide to owner complete and accurate information regarding
actual work,performed by Minority Business Enterprise(WBE)on the contract and payment therefore.
Contractor further agrees to permit an audit and/or examination of any books,records or files in its
possession that will substantiate the actual work performed by an MBE and/or WBE. The
misrepresentation of facts(other than a negligent misrepresentation)and/or the commission of fraud
by the Contractor will be grounds for termination of the contract and/or initiati ion under
C�G�L P E C 0 ED
R.
appropriate federal,state or local laws or ordinances relating to false statement;further,any such
misrepresentation(other than a negligent misrepresentation)and/or commission 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 and/or all irregularities. No bid may be
withdrawn until the expiration of forty-nine(49)days from the date the M/WBE UTILIZATION
FORM,PRIME 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
within forty-nine(49)days after this documentation is received,but in no case will the award be made
until the responsibility of the bidder to whom it is proposed to award the contract has been verified.
12. PAYMENT: The Contractor will receive full 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.
13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the
bid receipt time and acknowledging them 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.Bids that so not acknowledge all applicable addenda may be rejected as non-
responsive.
14..CONTRACTOR COMPLIANCE.WITH WORKER'S COMPENSATION LAW:
'A. Workers Compensation Insurance Coverage
a.Definitions:
Certain of coverage("certificate").A copy of a certificate of insurance,a certificate of
authority to self-insure issued by the commission,or a coverage agreement(TWCC-81,
TWCC-82,TWCC-83,or TWCC-84),showing statutory 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 time from the beginning of the work on the project until
the contractor's/person's work on the project has been completed and accepted by the
governmental entity.
Persons providing services on the project("subcontractor"in§406.096)-includes all persons
or entities performing all or part of the services the contractor has undertaken to perform on
the project,regardless of whether that person contracted directly with the contractor and
regardless of whether that person has employees. This includes,without limitation,
independent contractors,subcontractors,leasing companies,motor carriers,owner-operators,
employees of any such entity,or employees of any entity which furnishes persons to provide
services on the project. "Services"include,without limitation,providing,hauling,or
delivering equipment or materials,or providing labor,transportation,or toner services related
to a project."Services"does not include activities unrelated to the project,such as
food/beverage vendors,office supply deliveries,and delivery of portable toilets.
b. The contractor shall provided coverage,based on proper reporting of classification codes
and payroll amounts and filing of any coverage agreements,which meets the statutory
requirements of Texas Labor Code,Section 401.011 (44)or all employees of the
contractor providing services on the project,for the duration of the projec
1 0TV�E'CC�jj GMM�)MIA P1
c. The Contractor must provide a certificate of coverage to the governmental entity prior to
being awarded the Contract.
d. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project,the contractor must,prior to the end of the coverage
period,file a new certificate of coverage with the governmental entity showing that
coverage has been extended.
e. The contractor shall obtain from each person providing services on a project,and provide
to the governmental entity:
(1) a certificate of coverage,prior to that person beginning work on the project,so the
governmental entity will have on file certificates of coverage showing coverage for
all persons providing services on the project;and
(2) no later than seven days after receipt by the contractor,a new certificate of coverage
showing extension of coverage,if the coverage period shown on the current
certificate of coverage ends during the duration of the project.
f. The contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter
g. The contractor shall notify the governmental entity in writing by certified mail or
personal delivery,within ten(10)days after the contractor knew or should have known,
of any change that materially affects the provision of coverage of any person providing
services on the project.
h. The contractor shall post on each project site a notice,in the text, form and manner
prescribed by the Texas Worker's Compensation Commission, informing all persons
providing services on the project that they are required to be covered,and stating how a
person may verify coverage and report lack of coverage.
1. The contractor shall contractually require each person with whom it contracts to provide
services on a project,to:
(1) provide coverage,based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements,which meets the statutory
requirements of Texas labor Code,Section 401.011 (44)for all of its employees
providing services on the project,for the duration of the project;
(2) provide to the contractor,prior to that person beginning work on the project,a
certificate of coverage showing that coverage is being provided for all employees of
the person providing services on the project,for the duration of the project;
(3) provide the contractor,prior to the end of the coverage period,a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
- (4) obtain from each other person with whom it contracts,and provide to the contractor:
(a) a certificate of coverage,prior to the other person beginning work on the
project;and
�(��6CDad�'��CuG1D
F
(b) a new certificate of coverage showing extension of coverage,prior to the end
of the coverage period, if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and
for one year thereafter.
(6) notify the governmental entity in wiring by certified mail 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 each person with whom it contracts,to perform as required by
paragraphs(1)-(7),with the certificates of coverage to be provided to the person for
whom they are providing services.
j. By signing this contract or providing or causing to be provided a certificate of coverage,
the contractor is representing to the governmental entity that all employees of the
contractor who will provide services on the project will be covered by worker's
compensation coverage for the duration of the project,that the coverage will be based on
proper reporting of classification codes and payroll amounts,and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a self
insured,with the commission's Division of Self-Insurance Regulation. Providing false or
misleading information may subject the contractor to administrative,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 does not remedy the breach within ten days after receipt of notice of
breach from the governmental entity.
B. The contractor shall post a notice on each project site informing all persons providing services on the
project that they are required to be covered,and stating how a person may verify current coverage and
report failure to provide coverage. This notice does not satisfy other posting requirements imposed by
the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules.
This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal
type,and shall be in both English and Spanish and any other language common to the worker
population. The text for the notices shall be the following text,without any additional words or
changes:
"REQUIRED WORKER'S COMPENSATION COVERAGE"
The law requires that each person working on this site or providing services related to this construction
project must be covered by worker" compensation insurance.This includes persons providing,hauling
or delivering equipment or materials,or providing labor or transportation or other service related to the
project,regardless of the identity of their employer or status as an employee".
Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the
legal requirement for coverage,to verify whether your employer has provided the required coverage,
or to report an employer's failure to provide coverage".
15. NON DISCRIMINATION: The contractor shall not discriminate against any person or persons
because of sex,race,religion,color,or national origin and shall comply with the provisions of City
Ordinance 7278,as amended by City Ordinance 7400(Fort Worth City Code Sections 13A-21 rough
13A-29),prohibiting discrimination in employment practices.
OJHRG�AL EIK C1D
fro W�)G���o 4 azo
16. AGE DISCRIMINATION: In accordance with the policy("Policy")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 performing this contract,shall,in connection with the employment,
advancement or discharge of employees or in connection with the terms,conditions or privileges of
their employment,discriminate against person because of their age except on the basis of a bona fide
occupational qualification,retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers,members,agents,or employees,or person
acting on their behalf,shall specify,in solicitations or advertisements for employees to work on this
Contract,a maximum age limit for such employment unless the specified maximum age limit is based
upon a bona fide occupational qualification,retirement plan,or statutory requirement.
Contractor warrants it will fully comply with the Policy and will defend,indemnify and hold City
harmless against any and all claims or.allegations asserted by third parties against City arising out of
Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination
in the performance of this Contract.
17. DISCRIMINATION DUE TO DISABILITY:In accordance with the provisions of the Americans
with Disabilities Act of 1990("ADA"),Contractor warrants that it will not unlawfully discriminate on
the basis of disability in the provision of services to the general public,nor in the availability,terms
and/or conditions of employment for applicants for employment with,or current employees of
Contractor.Contractor warrants it will fully comply with ADA's provisions and any other applicable
federal state and local laws concerning disability and will defend indemnify and hold City harmless
against any claims or allegations asserted by third parties against City arising out of Contractor's
alleged failure to comply with the above-referenced laws concerning disability discrimination in the
performance of this Contract.
Revised March 15, 1996
E1D
CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 2000'
CLASSIFICATION HOURLY RATE
Asphalt Raker $10.32
Asphalt Shoveler $9.75
Batching Plant Weigher $9.65
Carpenter(Rough) $13.64
Concrete Finisher-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 &Curbs $10.25
Form Setter-Structures $9.75
Laborer-Common $7.64
Laborer-Utility $8.64
Mechanic $13.25
Servicer $10.13
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(< 1 1/2 CY) $10.00
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel(> 1 1/2 CY) $11.52
Front End Loader(2 1/2 CY &less) $9.94
Front End Loader(over 2 1/2 CY) $9.32
Milling Machine Operator $8.00
Mixer $11.00
Motor Grader Operator(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 $8.02
Traveling Mixer $10.00
Reinforcing Steel Setter(Paving) $9.75
Truck Driver-Single Axle(Light) $8.00
Truck Driver-Tandem Axle Semi-Trailer $10.22
Truck Driver-Lowboy/Float $10.54
Truck Driver-Transit Mix $10.63
Truck Driver-Winch $9.80
Ffac1 FlHo
PROPOSAL
TO: Mr. Bob Terrell
City Manager
Fort Worth,Texas
FOR: THE EAST HALF OF TRACE RIDGE PARKWAY
FROM SHIVER ROAD TO 285 FEET NORTH
DOE#:3166
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 complete all the work as provided in the plans and
specifications,and subject to the inspection and approval of the Department of Engineering Director of the City
of Fort Worth.
Upon acceptance of this proposal by the City Council,the bidder is bound to execute a contract and furnish
Performance and Payment Bond approved by the City of Fort Worth for performing and completing said work
within the time stated and for the following sums,to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
1. 600 CY UNCLASSIFIED STREET EXCAVTION
7T404W W, Dollars&
a7i�31 Cents Per CY. $ /Z.So $ gxew.
2. 7.25 TN LIME 30#/$Y_
EW-492 a dwIf Dollars&
.yo Cents Per TN. $ ao $ q!jf
3. 483 SY 6"LIME SUBGRADE
fw'"l-V Dollars&
Cents Per SY. $ to $T l��
4. 649 SY 6"REINFORCED CONCRETE PAVING
yzmewpy Dollars&
s6i�iv►y�r Cents Per SY. $ �¢
5. 1,112 LF JOINT SEALING
off— Dollars&
A^p Cents Per LF. $ /, oo $ G/i?. =�
6. 263 LF 7"CURB
P74W Dollars&
as
^,,o Cents Per LF. $ l $ —0od=�
7. 20 LF DEAD-END BARRICADE
Iro�ay�riQ Dollars&
iw Cents Per LF. $ 4Dr eo $
`�•' u I� '' !I cr 1tJ U
8. 1 EA 15' CURB INLET
,ci 0irrare60 Dollars&
M iNr Cents Per EA. $SAW $ Isw.to
9. 1 EA REMOVE DROP INLET
or~d-yv.yore40 Dollars&
04*o Cents Per EA. $ %W. $ 74W.
10. 20 LF 8"Sewer 8'-10'
awtfift�.vDe 7rnyDollars&
Cents Per LF. $ mps.=� $ P,.Km,
TOTAL BID $
0
This contract is issued by an organization which qualifies for exemption pursuant to the provision of
Article 20.04(F)of the Texas Limited Sales,Excise and Use Tax Act,
Taxes. All equipment and materials not consumed by or incorporated into the project construction,are
subject to State sales taxes under House Bill 11,enacted August 15, 1991.
The Contractor shall comply with City Ordinance 7278,as amended by City Ordinance 7400(Fort
Worth City Code Sections 13-A-21 through 13-A-29),prohibiting discrimination in employment
practices.
The undersigned agrees to complete all work covered by these contract documents within Thirty(30)
Working Days from and after the date for commencing work as set forth in the written Work Order to
be issued by the Owner and to pay not less than the"Prevailing Wage Rates for Street,Drainage and
Utility Construction'as established by the City of Fort Worth,Texas.
Within ten(10)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 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.
(Uwe), acknowledge receipt of the following addenda to the plans and specifications,all of the
provisions and requirements of which have been taken into consideration in preparation of the
foregoing bid:
Addendum No. 1 (Initials) Addendum No.3 (Initials)
Addendum No.2(Initials) Addendum No.4(Initials)
Respectfully submitted:
sic..1.•/, iiv-ww, -?�
By—<2-4t�Z s.►.
R�do�c 79�l90
Address7Ki,29
Telephone a47—Z6A86
(SEAL)
Date
orf Ilk,
CITY OF FORT WORTH,TEXAS
DEPARTMENT OF ENGINEERING
SPECIAL PROVISIONS
FOR: THE EAST HALF OF TRACE RIDGE PARKWAY
FROM SHIVER ROAD TO 285 FEET NORTH
DOE#:3166
1. SCOPE OF WORK: The work covered by these plans and specifications consist of 6"reinforced concrete
paving over 6"lime stabilized subgrade and all other miscellaneous items of construction to be performed
as outlined in the Plans and Specifications which are necessary to satisfactorily complete the work.
2. AWARD OF CONTRACT: Contract may not necessarily be awarded to the lowest bidder. The City
Engineer shall evaluate and recommend to the City Council the best bid which is considered to be in the
best interest of the City. Contract will be awarded to the lowest responsive bidder.
3. WORK ORDER DELAY:All utilities and right-of-way are expected to be clear and easements and/or
permits obtained on this project within sixty(60)days of advertisement of this project. The work order for
subject project will not be issued until all utilities,right-of-ways,easements and/or permits are cleared or
obtained.The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work
order for this Contract.
4. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working
days.
5. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It
is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid.
When the quantity of work to be done or materials to be furnished under any major pay item of the contract
is more than 125%of the quantity stated in the contract,whether stated by Owner or by Contractor,then
either party to the contract,upon demand,shall be entitled to negotiate for revised consideration on the
portion of work above 125%of the quantity stated in the contract.
When the quantity of the work to be done or materials to be furnished under any major pay item of the
contract is less than 75%of the quantity stated in the contract,whether stated by Owner or by Contractor,
then either party to,the contract,upon demand,shall be entitled to negotiate for revised consideration on the
portion of work below 75%of the quantity stated in the contract. This paragraph shall not apply in the
event Owner deletes a pay item in its entirety from this contract.
A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to
or greater than 5 p?rcent of the original contract.
A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than
5 percent of the original contract.
u�C�B�DQL El" DURD
ECC:LIPMPC7ti
F?. WOOER? �5f10
In the event Owner and Contractor are unable to agree on a negotiated price,Owner and Contractor agree
that the consideration will be the actual field cost of the work plus 15%as described herein below,agreed
upon in writing by the Contractor and Department of Engineering and approved by the City Council after
said work is completed,subject to all other conditions of the contract. As used herein, field cost of the work
will include the cost of all workmen,foremen,time keepers,mechanics and laborers;all materials,supplies,
trucks,equipment rental for such time as actually used on such work only,plus all power,fuel,lubricants,
water and similar operating expenses;and a ratable portion of premiums on performance and payment
bonds,public liability;Workers Compensation and all other insurance required by law or by ordinance. The
Director of the Department of Engineering will direct the form in which the accounts of actual field cost-
will
oshwill be kept and will recommend in writing the method of doing the work and the type and kind of
equipment to be used but such work will be performed by the Contractor as an independent Contractor and
not as an agent or employee of the City. The 15%of the actual field cost to be paid to the Contractor shall
cover and compensate him for profit,overhead,general supervision and field office expense and all other
elements of cost and expense not embraced with the actual field cost as herein specified upon request,the
Contractor shall provide the Director of Engineering access to all accounts,bills and vouchers relating
thereto.
6. RIGHT TO ABANDON:The City reserves the right to abandon,without obligation to the Contractor,any
part of the project or the entire project at any time before the Contractor begins any construction work
authorized by the City.
7. CONST RUCTION SPECIFICATIONS:This contract and project are governed by the two following
published specifications,except as modified by these Special Provisions:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION
CITY OF FORT WORTH
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NORTH CENTRAL TEXAS
A copy of either of these specifications may be purchased at the Office of the Department of Engineering,
1000 Throckmorton Street,2'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 Engineer. If not shown,then
applicable published specifications in either of these documents may be followed at the discretion of the
Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the
North Central Texas document.
8. CONTRACT DOCUMENTS:Bidders shall not separate,detach or remove any portion,segment or sheets
from the contract documents at any time. Failure to bid or fully execute contract without retaining contract
documents intact may be grounds for designating bids as"nonresponsive"and rejecting bids or voiding
contract as appropriate and as determined by the Director of the Department of Engineering.
9. MAINTENANCE STATEMENT:The Contractor shall be responsible for defects in this project due to
faulty materials and workmanship,or both,for a period of one(1)year from date of final acceptance of this
project by the City Council of 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.
10. CONSTRUCTION STAKING:Construction stakes for line and grade will be provided by the City as
outlined on page 17, Standard Specifications for Construction,City of Fort Worth.
11. TRAFFIC CONTROL: The contractor shall be responsible for providing traffic control during the
construction of this project consistent with the provisions set forth in the"1980 Texas Manual on Uniform
Traffic Control Devices for Streets and Highways"issued under the authority of the"State of Texas
a
FECONOODV)�i °,EP
Uniform Act Regulating Traffic on Highways,"codified as Article 6701d Vernon's Civil Statues,pertinent
sections being Section Nos.27,29,30 and 31.
The Contractor wi;l 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 Department. Signs and
Markings Division (phone number 871-8075),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 reinstalled the Contractor shall again contact the
Signs and Markings,Division to reinstall the permanent sign and shall leave his temporary sign in place until
such reinstallation is completed.
12. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work,except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any,which is to be furnished by the City. When such extra compensation is
claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found
correct shall be approved and referred by him to the Council for final approval or disapproval;and the
action thereon by the:Council shall be final and-binding. If delay is caused by specific orders given by the
Engineers to stop work or by the performance of extra work or by the failure of the City to provide material
or necessary instructions for carrying on the work,then such delay will entitle the Contractor to an
equivalent extension of time,his application for which shall,however,be subject to the approval of the City
Council;and no such extension of time shall release the Contractor or the surety on his performance bond
form all his obligations hereunder which shall remain in full force until the discharge of the contract.
13. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a
minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian
traffic within the project area. Contractor shall protect construction as required by Engineer by providing
barricades.
Barricades,warning and detour signs shall conform to the Standard Specifications"Barriers and Warning
and/or Detour Signs,"Item 524 and/or as shown on the plans.
Construction signing and barricades shall conform with"1980 Texas Manual on Uniform Traffic Control
Devices,Vol.No. 1."
14. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fillmaterial,the contractor
shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain
Administrator("Administrator"),of the location of all sites where the contractor intends to dispose of such
material. Contractor shall not dispose of such material until the proposed sites have been determined by the
Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth(Ordinance
No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring
within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary
engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the
contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is
not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain. Any
expenses associated with obtaining the fill permit,including any necessary engineering studies,shall be at
the contractors expense. In the event that the contractor disposes of spoil/fill materials at a site without a fill
permit or a letter from the administrator approving the disposal site,upon notification by the Director 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.
UFFICI 41 P°'�CC PED
�� [CE '
15. ZONING REQUIREMENTS:During the construction of this project,the Contractor shall comply with
present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes.
16. QUALITY CONTROL TESTING:
(a) The contractor shall furnish,at its own expense,certifications by a private laboratory for all materials
proposed to be used on the project,including a mix design for any asphaltic and/or Portland cement
concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of
the pit from which the material was taken. The contractor shall provide manufacturer's certifications
for all manufactured items to be used in the project and will bear any expense related thereto.
(b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to
the placing of concrete using the same aggregate,cement and mortar which are to be used later in the
concrete. The contractor shall provide a certified copy of the test results to the City.
(c) Quality control testing of in situ material on this project will be performed by the City at its own
expense. Any retesting required as a result of failure of the material to meet project specifications will
be at the expense of the contractor and will be billed at commercial rates as determined by the City.The
failure of the City to make any tests of materials shall in no way relieve the contractor of its
responsibility to furnish materials and equipment conforming to the requirements of the contract.
(d) Not less than 24 hours notice shall be provided to the City by the contractor for operations requiring
testing. The contractor shall provide access and trench safety system(if required)for the site to be
tested and any work effort involved is deemed to be included in the unit price for the item being tested.
(e) The contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job
site. The ticket shall specify the name of the pit supplying the fill material.
17. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise
directed by the Engineer.
18. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
(a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are
legible at tw@lve 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."
(b) 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.
(c) When necessary to work within six feet of high voltage electric lines, notification shall be given the
power company (TU Electric Service Company) which will erect temporary mechanical barriers, de-
energize the line or raise or lower the line. The work done by the power company shall not be at the
expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such
calls to TU Electric Service Company and shall record action taken in each case.
�NV EC,ESP,7
�yq
U . UVoP l9p ISL�o
(d) 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.
(e) No person shall work within six feet of a high voltage line without protection having been taken as
outlined in Paragraph(c).
19. _WATER DEPARTMENT PRE-QUALIFICATIONS: Any contractor performing any work on Fort Worth
water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in
accordance with procedures described in the current Fort Worth Water Department General Specifications
which general specifications shall govern performance of all such work.
20. RIGHT TO AUDIT:
(a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under
this contract have access tn and the right to examine and photocopy any directly pertinent books,
documents, papers and records of the contractor involving transactions relating to this contract.
Contractor agrees that the City-shall have access during normal working hours to all necessary
contractor facilities and shall be provided adequate and appropriate work space in order to conduct
audits in compliance with the provisions of this section. The City shall give contractor reasonable
advance notice of intended audits.
(b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the
subcontractor agrees that the City shall,under the expiration of three(3)years after final payment under
the subcontract, have access to and the right to examine and photocopy any directly pertinent books,
documents, papers and records of such subcontractor involving transactions to the subcontract and
further,that City shall have access during normal working hours to all subcontractor facilities and shall
be provided adequate and appropriate work space in order to conduct audits in compliance with the
provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable
advance notice of intended audits.
(c) Contractor and subcontractor agree to photo copy such documents as may be requested by the City.
The City agrees to reimburse contractor for the cost of copies as follows:
1. 50 copies and under $0.10 per page.
2. More than 50 copies $0.85 for first page plus$0.15 for each page thereafter.
(d) "Contractor agrees that the City shall, until the expiration of three (3) years after final payment under
this contract have access to and the right to examine any directly pertinent books, documents, papers
and records of such subcontractor, involving transactions to the subcontract and further,that City shall
have access during normal working hours to all appropriate work space, in order to conduct audits in
compliance with the provisions of this article. City shall give subcontractor reasonable advance notice
of intended audits."
CONSTRUCTION
NON-PAY ITEM No. 1 -CLEARING AND GRUBBING:
All objectionable items within the limits of this project and not otherwise provided for shall be removed under
this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct
payment will be made for this item and it shall be considered incidental to this contract.
NON-PAY ITEM No.2-SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply.
However,no direct payment will be made for this item and it shall be considered incidental to this contract.
0(�OC G��C��G°�D
�,,TV�1I�11n1�ECC_1I GM°?�SII?Qr��P,I'
Y , Y 515)11.11 11 I rI
NON-PAY ITEM No. 3 -PROTECTION OF TREES,PLANTS AND SOIL:
All property along and adjacent to the Contractor's operations including lawns,yards,shrubs,trees, etc. shall be
preserved or restored after completion of the work to a condition equal or better than existed prior to start of
work.
By ordinance,the contractor must obtain a permit from the City Forester before any work(trimming,removal or
root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and
designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall
be in compliance with pruning.stan_dards for Class II Pruning as described by the National Arborist Association.
A copy of these standards can be provided by calling the above number. Any damage to public trees due to
negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined
by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the
City of Fort Worth and may be withheld from funds due to the Contractor by the City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately
sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended.
NON-PAY ITEM No.4-CONCRETE COLORED SURFACE:
r Concrete wheelchair ramp surfaces,excluding the side slopes and curb, shall be colored with LITHOCHROME
color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or
equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete
_ panel of one foot by one foot by three inches dimension,or other dimension approved by the Engineer,meeting
the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard
to be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for
this item and it shall be considered incidental to this contract.
PO
The method of application shall be by screen,sifter,sieve,or other means in order to provide for a uniform color
distribution.
NON-PAY ITEM No. 5—PROJECT CLEAN-UP:
The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an
integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items.
i` Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion
of the Engineer it is necessary,clean-up shall be done on a daily basis. Clean up work shall include,but not be
limited to:
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
• Keeping trash of any kind off of residents' property
If the Engineer does not feel that the jobsite has been kept in an orderly condition,on the next estimate payment
(and all subsequent payments until completed)of the appropriate bid item(s)will be reduced by 25%.
Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed.
No more than seven days shall elapse after completion of construction before the roadway and right-of-way is
cleaned up to the satisfaction of the Engineer.
PE
NON-PAY ITEM No.6—PROJECT SCHEDULE:
Contractor shall be responsible.for producing a project schedule at the pre-construction conference. This
schedule shall detail all phases of construction,including project clean up,and allow the contractor to complete
d" the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule
has been received and approval secured from the Construction Engineer. However,contract time will start even
if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of
�. every estimating period. All costs involved with producing and maintaining the project schedule shall be
considered subsidiary to this contract.
u f 6CL 9"EC0 D
Cr����CRR���(���j?`��
Y lel `y, ' U U �l5[/�:a
NON-PAY ITEM No.7—NOTIFICATION OF RESIDENTS:
In order to cut down on the number of complaints from residents due to the dust generated when saw-cutting
joints in concrete pavement,the Contractor shall notify residents,in writing,at least 48 hours in advance of saw-
cutting joints during the construction of paving projects.
All costs involved with providing such writterimotice shall be considered subsidiary to this contract.
NON-PAY ITEM No. 8—PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
Prior to beginning construction on any block in the project, the contractor shall, on a block by block basis,
prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business
that will be impacted by construction.The notice shall be prepared as follows:
The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on
each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the
following information: Name of Project, DOE No., Scope of Project (i.e. type of construction activity), actual
construction duration within the block,the-name of the contractor's foreman and his phone number,the name of
the City's inspector and his phone number and the City's after-hours phone number. A sample of the `pre-
construction notification' flyer is attached.
The contractor shall submit a schedule showing the construction start and finish time for each block of the
project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review
prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer
is delivered to all residents of the block. An electronic version of the sample flyer can be obtained from the
construction office at 871-8306.
All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price
and no additional compensation shall be made.
PAY ITEM No. 1 -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" responsibility to provide the services of a licensed plumber to make the
utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments
except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due
to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be
repaired and adjusted by the contractor at the contractor's expense. The payment to the contractor for utility
adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and
overhead incurred by the contractor in handling the utility adjustments.
PAY ITEM No.2-PROJECT DESIGNATION SIGN:
The contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of
the contractor to maintain the signs in a presentable condition at all times on each project under construction.
Maintenance will include painting and repairs as directed by the Engineer.
It will be the responsibility of the Contractor to have the individual project signs lettered and painted in
accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be
approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed
detail. The sign shall be constructed of/." fir plywood, grade A-C (exterior) or better. These signs shall b
UJ ����Q� ���uD
MARY
installed on barricades or as directed by the Engineer and in place at the project site upon commencement of
construction.
The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials,
supports and connections to the support and maintenance shall be to the satisfaction of the Engineer.
The unit price bid per each will be full payment for materials including all labor, equipment, tools and
incidentals necessary to complete the work.
PAY ITEM No. 1 —UNCLASSIFIED STREET EXCAVATION:
See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this
item.
Removal of existing penetration or asphalt pavement shall be included in this item.
Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as
subsidiary to this item and no additional compensation shall be given as such.
During the construction of this project, it is required that all parkways be excavated and shaped at the same time
the roadway is excavated. Excess excavation will be disposed of at locations approved by the engineer.
The intention of the owner is to pay only the plan quantity without measurement. Should either contracting
party be able to show an error in the quantities exceeding 10 percent,then actual quantities will be paid for at the
unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing
any survey and/or measurement costs necessary to verify the actual quantities.
PAY ITEM No.4-6" REINFORCED CONCRETE PAVEMENT:
(a) All applicable provisions of standard Specifications Item 314 "Concrete Pavement," shall apply. The
contractor shall use a six (6) sack concrete mix for all hand placement in the intersections. The unit price
bid per square yard shall be full payment for all labor, material, equipment and incidentals necessary to
complete the work.
(b) Once an evaluation of the pavement is made to determine whether the crack is due to distress or minor
shrinkage,the following policy will apply:
(1) When the crack is minor and due to shrinkage(cosmetic),then no further treatment will be needed.
(2) If the crack is due to distress(structural),the failed pavement must be removed and replaced a
minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet wide
after repairing the failed panel.
(3) Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to
prevent future spalling of the pavement.
(c) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as
k approved by the Construction Engineer. Screeds will not be allowed except if approved by the Construction
Engineer.
PAY ITEM No. 5- SILICONE JOINT SEALING FOR CONCRETE PAVEMENT:
F1 CITY OF FORT WORTH,TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIFICATION
for
SILICONE JOINT SEALING UPRI"C L INCG�PD
FP CZ1-RV*CVINRP
(Revision 1,October 18, 1989)
(Revision 2,May 12, 1994)
1. SCOPE
This specification for silicone joint sealing Portland Cement Concrete pavement and
curbs shall supersede Item 314.2.(11)"Joint Sealing Materials"of STANDARD
SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-
CITY OF FORT WORTH,and Item 2.210"Joint Sealing"of STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH TEXAS
COUNCIL OF GOVERNMENTS.
3. MATERIALS
3.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for
Class A sealant except as modified by the test requirements of this specification.
Before the installation of the joint sealant,the Contractor shall furnish the
Engineer certification by an independent testing laboratory that the silicone joint
sealant meet these requirements.
3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year
demonstrated,documented successful field performance with Portland Cement
Concrete pavement silicone joint sealant systems. Verifiable documentation shall
be submitted to the Engineer. Acetic acid cure sealants shall not be accepted.
The silicone sealant shall be cold applied.
3.3 Self-Leveling Silicone Joint Sealant
The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant
as manufactured by Dow Corning Corporation, Midland,MI 48686-0994,or an
approved equal.
Self-Leveling Silicone Joint Sealant
Test Method Test Requirement
AS SUPPLIED
"** Non Volatile Content, % min. 96 to 99
MIL-S-8802 Extrusion Rate, grams/minute 275 to 550
ASTM D 1475 Specific Gravity 1.206 to 1.340
'*** Skin-Over Time, minutes max. 60
**** Cure Time, days 14 to 21
***' Full Adhesion, days 14 to 21
AS CURED-AFTER
ASTM D 412, Die C Mod. Elongation, % min. 1400
ASTM D 3583 Modulus @ 150% Elongation, psi max. 9
(Sect. 14 Mod.)
ASTM C 719 Movement, 10 cycles @+100/-50% No Failure
ASTM D 3583 Adhesion to Concrete, % Elongation min. 600
(Sect. 14 Mod.) 01 KICK p ri2,
LS' °�U�S�
ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600
(Sect. 14 Mod.)
3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer
rod and polyethylene bond breaker tape of sufficient size to provide a tight seal.
The back rod and breaker tape shall be installed in the saw-cut joint to prevent
the joint sealant from flowing to the bottom of the joint. The backer rod and
breaker tape shall be compatible with the silicone joint sealant and no bond or
reaction shall occur between them. Reference is made to the"Construction
Detail'sheet for the various joint details with their respective dimensions.
4. TIME OF APPLICATION
On newly constructed Portland Cement Concrete pavement,the joints shall be
initially saw cut to the required depth with the proper joint spacing as shown on
the"Construction Detail'sheet or as directed by the Engineer within 12 hours of
the pavement placement. (Note that for the"dummy"joints,the initial 1/4 inch
width"green"saw-cut and the"reservoir"saw cut are identical and should be
part of the same saw cutting operation. Immediately after the saw cutting
pressure washing shall be applied to flush the concrete slurry from the freshly
saw cut joints,) The pavement shall be allowed to cure for a minimum of seven
(7)days. Then the saw cuts for the joint sealant reservoir shall be made,the
joint cleaned,and the joint sealant installed. During the application of the joint
sealant,the weather shall not be inclement and the temperature shall be 40F(4C)
and rising.
5. EQUIPMENT
5.1 All necessary equipment shall be furnished by the Contractor. The Contractor
shall keep his equipment in a satisfactory working condition and shall be
inspected by the Engineer prior to the beginning of the work. The minimum
requirements for construction equipment shall be as follows:
5.2 Concrete Saw:The sawing equipment shall be adequate in size and power to
complete the Joint sawing to the required dimensions.
5.3 High Pressure Water Pump:The high pressure cold water pumping system shall
be capable of delivering a sufficient pressure and volume of water to thoroughly
flush the concrete slurry from the saw-cut joint.
5.4 Air Compressors: The delivered compressed air shall have a pressure in excess
of 90 psi and 120 cfin. There shall be suitable reaps for the removal of all free
water and oil from the compressed air. The blow-tube shall fir into the saw-cut
joint.
5.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of
sealant to the joint.
5.6 Injection Tool:This mechanical device shall apply the sealant uniformly into the
joint.
5.7 Sandblaster:The design shall be for commercial use with air compressors as
,(�K AL HMO
I FOL
CNN tKC.PMA PRI
specified in Paragraph 5.4.
5.8 Backer Rod Roller and Tooling Instrument:These devices shall be clean and free
of contamination. They shall be compatible with the join depth and width
requirements.
6. CONSTRUCTION METHODS
6.1 General:The jiaiut reservoir saw cutting,cleaning,bond breaker installation,and
joint sealant placement shall be performed in a continuous sequence of
operations
6.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on
the"Construction Detail'sheet. The faces of the joints shall be uniform in width
and depth along the full length of the joint.
6.3 Cleaning Joints: Immediately after sawing,the resulting concrete slurry shall be
completely removed from the joint and adjacent area by flushing with high
pressure water. The water flushing shall be done in one-direction to prevent
joint contamination.
When the Contractor elects to saw the joint by the dry method,flushing the joint
with high pressure water may be deleted. The dust resulting from the sawing
shall be removed from the joint by using compressed air.(Paragraph Rev. 1,
October 18, 1989)
After complete drying,the joints shall be sandblasted. The nozzle shall be
attached to a mechanical aiming device so that the sand blast will be directed at
an angle of 45 degrees and at a distance of one to two inches from the face of
the joint. Both joint faces shall be sandblasted in separate,one directional
passes.Upon the termination of the sandblasting,the.joints shall be blown-out
using compressed air. The blow tube shall fit into the joints.
The blown joint shall be checked for residual dust or other contamination. If
any dust or contamination is found,the sandblasting and blowing shall be
repeated until the joint is cleaned. Solvents will not be permitted to remove
stains and contamination.
Immediately upon cleaning,the bond breaker and sealant shall be placed in the
joint. Open, cleaned joints shall not be left unsealed overnight.
Bond Breaker Rod and Tape:The bond breaker rod and tae shall be installed in
the cleaned joint prior to the application of the joint sealant in a manner that will
produce the required dimensions.
6.4 Joint Sealant: Upon placement of the bond breaker rod and tape,the joint
sealant shall be applied using the mechanical injection tool. The joint sealant
application shall not be permitted when the air and pavement temperature is less
than 40F(4C). Joints shall not be sealed unless they are clean and dry.
Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the
pavement surface shall be removed and discarded and shall not be used to seal
the joints.
The pavement surface shall present a clean final condition. ,XVIC AA ESCOO ROD
'Gff MCC,PMA "'i,
Traffic shall not be allowed on the fresh sealant until it becomes tack-free.
Approval of Joints-A representative of the sealant manufacturer shall be present
at the job site at the beginning of the final cleaning and sealing of the joints. He
shall demonstrate to the Contractor and the Engineer the acceptable method for
sealant installation. The manufacturer's representative shall approve the clean,
dryjoints before the sealing operation commences.
7. WARRANTY
The Contractor shall provide the Engineer a manufacturer's written guarantee on all
joint sealing materials. The manufacturer shall agree to provide any replacement
material free of charge to the City. Also,the Contractor shall provide the Engineer a
written warranty on all sealed joints. The Contractor shall agree to replace any failed
joints at no cost to the City. Both warranties shall be for one year after final
acceptance of the completed work by the Engineer.
8, BASIS OF PAYMENT
Payment will be made at the Contract bid item unit price bid per linear foot(L.F.)as
provided in"MEASUREMENT"for"SILICONE JOINT SEALING",which price of
shall be full compensation for furnishing all materials and for all preparation,delivery,
and application of those sealing materials and for all labor,equipment,tools and
incidentals necessary to complete the silicone joint sealing in conformity with the plans
and these specifications.
PAY ITEM No. 13 -7"CONCRETE CURB:
The contractor may,at his option,construct either integral or superimposed curb. Standard Specification Item
502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an
integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not
more than thirty(30)minutes after the concrete in the slab.
PAY ITEM No. 15-REIFAINING WALL:
This item will consist of placing retaining in locations and at heights determined by the engineer in the field. All
p applicable section of City of Fort Worth Standard Specification item 518 shall apply except as follows:
Retaining wall shall be constructed per City of Fort Worth Construction Standard Drawing No. S-M13
"Retaining Wall With Sidewalk"where applicable.
All existing brick and/or stone retaining walls not significantly impacted by proposed grade changes will be
protected. Replacement of retaining walls not impacted by proposed grade changes will be at the expense of the
contractor.
PAY ITEM No. 17-REPLACE EXIST.CURB AND GUTTER:
This item is included for the purpose and removing and replacing existing curb and gutter in transition areas as
determined by the Engineer in the field. The proposed curb and gutter will be of the same dimensions as the
existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to
establish a unit price for the work
The price bid per linear foot for"REPLACE EXIST. CURB AND GUTTER" as shown in the Proposal will be
full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work.
PAY ITEM No. 17-HMAC TRANSITION:
o 0'i�r'�HVac
This item will consist of the furnishing and placing at varying thicknesses an HMAC surface in transition areas
where indicated on the plans,as specified in these specifications and at other locations as may be directed by the
Engineer.
This item shall be governed by all applicable provisions of Standard Specifications Item 312.
The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all
labor,equipment,tools and incidentals necessary to complete the work.
PAY ITEM No. 18-6"PIPE SUBDRAIN:
No specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions
indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer.
PAY ITEM No.22-TRENCH SAFETY:
Description: This item will consist of the basic requirements which the contractor must comply with in order to
provide for the safety and health of workers in a trench. The contractor shall develop,design and implement the
trench excavation safety protection system.`The contractor shall bear the sole responsibility for the adequacy of
the trench safety system and providing"a safe place to work"for the workman.
The trench excavation safety protection system shall be used for all trench excavations deeper than five(5)feet.
The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration,U.S.
Department of Labor,shall be the minimum governing requirement of this item and is hereby made a part of this
specification. The contractor shall,in addition,comply with all other applicable Federal,State and local rules,
regulations and ordinances.
Measurement and Payment: All methods used for trench excavation safety protection shall be measured by the
linear foot of trench and paid at the unit price in the Proposal,which shall be total compensation for furnishing
design,materials,tools,labor,equipment and incidentals necessary,including removal of the system.
PAY ITEM No. 19-TOP SOIL:
The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth(compacted)over the
parkway area and do not include deeper than design depth behind the curb. The pay item is intended to pay for
topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be
stored on-site. Payment will be made on the basis of loose truck volume(full truck with sideboards up)tickets
and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and
may be substantially less than the proposal quantities listed.
PAY ITEM No.26-ADJUST WATER VALVE BOX:
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.
The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals
necessary to complete the work.
PAY ITEM NO 27-MANHOLE ADJUSTMENT:
This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as
shown on the plans or as directed by the Engineer. Standard Specification Item No.450 shall apply except as
follows:
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.
PAY ITEM No.28-ADJUST WATER METER BOX:
U Ili uUV�'IIUYP �LSWo
This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment
will be made for existing boxes which are within 0.1'of specified parkway grade.
The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals
necessary to complete the work.
I
PAY ITEM NO.29-5"H.M.A.C.PAVEMENT:
The base course shall be a 3" deep Type"B" course placed in one lift. The surface course shall be a 2" deep
Type"D"course placed in one lift.
All provisions of Standard Specification No. 312.7 `Construction Tolerance' shall apply except as modified
herein:
1) After completion of each asphalt,paving course, core tests will be made to determine compliance with the
contract specifications. The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort
Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations
determined by the Engineer.The thickness of individual cores will be determined by averaging at least three
(3) measurements. If the core measurements indicate a deficiency, the length of the area of such deficient
thickness shall be determined by additional cores taken along the length of the pavement in each direction
until cores are obtained which are at least of specified thickness. The width of such area shall not be less
than ''/:of the roadway width.
IP 2) When the thickness of the base course(as determined from core samples) is more than 15%deficient of the
plan thickness, the Contractor shall remove and replace the deficient area at his own expense. If the
thickness is less than 15%deficient,the Contractor shall make up the difference in the base thickness with
surface course material.
3) The surface course must be the plan thickness. This does not include surface course material used to make
up deficiencies in the base course as described in item 2).
4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness. Deficient
areas(as determined in item 1)found to be less than the plan thickness will be removed and replaced at the
Contractor's expense.
5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a
thickness exceeding that required by the plans and specifications.
r
M
r ^ e ^ e
j ;�� °,� �C�CC,9,
Flo WCj)C,?HP Va.
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed Nouse Bill 620 relative to the award of contracts to
nonresident bidders. This law provides that,in order to be awarded a contract as low bidder,nonresident bidders
(out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas)
bid projects for construction, improvements,supplies or services in Texas at an amount lower than the lowest
Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a
nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal
place of business is located. The appropriate blanks in Section A must be filled out by all out-of-State or
nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident
contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B.
A. Nonresident vendors in (give State),our principal place of business,are required to
be percent lower than resident bidders by State law. A copy of the Statute is attached.
Nonresident vendors in (give State),our principal place of business,are not
required to underbid resident bidders.
B. Our principal place of business or corporate offices are in the State of Texas.
BIDDER:
Sri!-/c irCyrw, T c. By: �r.�► w.��G
(Please print)
Signature:
oz�-
- -77 &x 7si79 Title: �•�'•1oi(r r7�
City State Zip (Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
� - o
u MCN&A E'KOED
CERT IFICATE OF iNSiJRANCE
TO: CITY OF FORT WORTH Date: October 25, 2000
NAME OF PROJECT: CONSTRUCTION OF THE EAST HALF OF TRACE RIDGE PARKWAY FROM
SHIVER ROAD TO 285 FEET NORTH
PROJECT NUMBER: PS46-060460135810&C115-060115095216
IS TO CERTIFY THAT: STABILE&WINN,INC.
is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for
the type of insurance and accordance with provisions of the standard policies used by this Company,and further
hereinafter described. Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSURANCE
Policy Effective Expires Limits of Liability
Worker's Compensation rCO 98704621 6-28-00 6-28-01 Each Accident $500,000
Comprehensive General Bodily Injury:
Liability Insurance(Public ON 98704506 6-28-00 6-28-01 Ea.Occurrence: $1,000,000 ombined
Liability) Property Damage: Single limit
Ea.Occurrence: $
Blasting Ea.Occurrence: $
Collapse of Building or
structures adjacent to CON 98704506 6-28-00 6-28-01 Ea.Occurrence: $ 1,000,00
excavations
Damage to Underground
Utilities CON 98704506 6-28-00 6-28-01 Ea.Occurrence: $1,000,000
Builder's Risk
Comprehensive Bodily Injury:
Automobile Liability CON 98704548 6-28-00 6-28-01 Ea.Person: $
Ea.Occurrence:$1,000,000 ingle limit
Property Damage:
Ea.Occurrence:$
Bodily Injury:
Contractual Liability CON 98704506 6-28-00 6-28-01 Ea.Occurrence: $1,000,000 combined
Property Damage: single limi
Ea.Occurrence: $
Other Umbrella ICON 98704589 6-28-00 6-28-01 1 $1,000,000
Locations covered: Texas
Description of operations covered: Listed above
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in less than five(5)days after the insured has received written notice of such change/or
cancellation.
Where applicable local laws or regulations require more than five(5)days actual notice of change or cancellation to be
assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement
thereto attached.
ARency Tucker Agency, Inc.
Fort Worth Agent Tobin Fucker By
Address P 0 Box 2285, Ft Worth, TX 76113 Title Authorized Representative
®r �ECC'RM Ff
F1100 EINP M
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A Labor Code Section 406.096,Contractor certifies that it provides workers'
compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46-
060460135810&C115-060115095216
STABILE&WINN,INC.
TRACTOR
w
/��ss►`�vGr+�
Title
Date
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME,the undersigned authority,on this day personally appeared (,gw A•+
known to me 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 cJ"W,.yap, .rx.. for the purpose and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 4eW day of
Q's aL�i� 20 Dila
rac ALVA NELL FEW
Notary Public Notary Public id and for
STATE OF TEXAS the State of Texas
s�4� py My Comm. Exp.JUNE 5031
00 F F I C IAL EP c0PD
. C,V �IGG1Qi�
Bond #46BCSAL3110
PERFORMANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL MEN BY THESE PRESENTS: That we (1) STABILE & WINN, INC. a (2)
CORPORATION of TEXAS, hereinafter call Principal, and (3)Hartford Fire insurance Company a
corporation organized and existing under the laws of the State and fully authorized to transact business in the State
of Texas,as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and
existing under the laws of the:State of Texas,hereinafter called Owner, in the penal sum of:
THIRTY-THREE THOUSAND EIGHT HUNDRED SEVEN AND 01/100....................................
($33,807.01)Dollars in lawful money of the United States,to be paid in Fort Worth,Tan-ant County,Texas,for the
payment of which sum well and truly be made,we hereby bind ourselves,our heirs,executors,administrators and
successors,jointly and severally,firmly by these presents.
THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 17th of October, 2000 a copy of which is hereto
attached and made a part hereof, for the construction of:
CONSTRUCTION OF THE EAST HALF OF TRACE RIDGE PARKWAY FROM SHIVER ROAD TO 285
FEET NORTH
designated as Project No. (s) PS46-060460135810 & C115-060115095216, a copy of which contract is hereby
attached,referred to,and made a part hereof as fully and to the same extent as if copied at length herein,such project
and construction being hereinafter referred to as the"work".
NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with
the plans,specifications,and contract documents during the original term thereof, and any extensions thereof which
may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands
incurred under such contract:, and shall fully indemnify and save harmless the Owner from all costs and damages
which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense
which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in
full force and effect.
BC�I(%c:u�C
u�F
PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County,
State of Texas.
AND PROVIDED FURTHER,that the said Surety,for value received,hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it
does hereby waive notice of any such change,extension of time,alteration or addition to the terms of the contract or
to the work or to the specifications.
IN WITNESS WHEREOF,this instrument is executed in 8 counterparts each one of which shall be deemed
an original,this the 17th of October,2000.
ATTES
STABILE&WINN,INC.
(Principal)Secretary CIPAL(4)
Z4. z--
(SEAL)
W
Y
PO BOX 79380
SAGINAW,TX 76179
/ (Address)
ti� �1J Hartford Fire Insurance Company_
Witness as tb Principal Surety
Address Y:
ATTEST: ttorn5) T
ey-in-fact)( racy Tucker
(Surety)Secretary
P 0 Box 2285 Ft Worth, TIC 76113
(Address)
(SEAL) NOTE: Date of Bond must not be
prior to date of Contract
(1) Correct Name of Contractor
(2) A Corporation,a Partnership or an
Individual,as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attomey-in-Fact..
Witness as to Surety
P 0 Box 2285 Ft Worth, TX 76113
(Address)
t
t
i
t
_. _ �
t
_ _ �
i
i
i
i
PAYMENT BOND
Bond #46BCSAL3110
THE STATE OF TEXAS §
COUNTY OF TARRANT §
v KNOW ALL MEN BY THESE PRESENTS: That we (1) STABILE & WINN, INC. a (2) Corp. of
Tarrant County, hereinafter called Principal, and (3) Hartford Fire Insurance Company a corporation
organized and existing under the laws of the State CT and fully authorized to transact business in the State of
Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and
existing under the laws of the State of Texas,hereinafter called Owner, and unto all person, firms,and corporations
who may furnish materials for, or perform labor upon,the building or improvements hereinafter referred to in the
penal sum of:
THIRTY-THREE THOUSAND EIGHT HUNDRED SEVEN AND 01/100....................................
($33,807.01)Dollars in lawful money of the United States,to be paid in Fort Worth,Tarrant County, Texas, for the
payment of which sum will and truly be made, we hereby bind ourselves, our heirs, executors, administrators and
successors,jointly and severally,firmly to these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 17th day of October A.D. , 2000, a copy of which is
hereto attached and made a part thereof,for the consideration of.:
CONSTRUCTION OF THE EAST HALF OF TRACE RIDGE PARKWAY FROM SHIVER ROAD TO 285
FEET NORTH
designated as Project No. (s) PS46-06046013580 & C115-060115095216, a copy of which is hereto attached,
referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and
construction being hereinafter referred to as the"work".
NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make
payment to all claimants as defined in Chapter 2253,Texas Government Code, supplying Iabor and materials in the
prosecution of the work provided for in said Contract,then this obligation shall be null and void, otherwise it shall
remain in full force and effect.
F10
x
THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and
material in the prosecution of the work provided for in said Contract, as claimants are defined in said Chapter 2253,
and all such claimants shall have a direct right of action under the bond as provided in Chapter 2253, Texas
Government Code.
PROVIDED FURTHER,that if any legal action be filed upon this bond, venue shall lie in Tarrant County,
Texas, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change,
extension of time,alteration or addition to the terms of the contract or to the work to be performed thereunder or the
specification accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive
notice of any such change,extension of time,alteration or addition to the terms of the contract or to the work to the
specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim shall be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be
deemed an original,this the 17th day of October A.D.,2000.
ATTES STABITABIL &WINN INC.
RINCWBY:B:BW
Title: A~0.14—e
(Principal)Secretary PO BOX 79380
SAGINAW,TX 76179 (SEAL)
(Address)
j4lu
Hartford Fire Insurance Company
Witness hs to Principal Sur
Sw••� ttomey-in-fact)(5)Tracy Tucker
Address P 0 Box 228 Ft Worth, TX 76113
ATTEST: (Address)
(Surety)Secretary
(Address)
(SEAL) NOTE: Date of Bond must not be prior to date
of contract
(1) Correct Name of Contractor
(2) A Corporation,a Partnership or an
Individual,as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attomey-in-Fact:.
Witness as to Surety
P 0 Box 2285 Ft Worth, TX 76113 � � !
(Address) r��c� `' ',QV
. 9
�' _ 999
♦- `
' A�
y�
..
�� �
' `
��� �\1
Bond #46BCSAL3110
(Address) Bond #46BCSAL3110
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL MEN BY THESE PRESENTS: That (1) STABILE & WINN, INC. as Principal, acting
herein by and through (2) John W. Stabile its duly authorized President .and (3)
Hartford Fire Insurance Company a corporation organized under the laws of the State of CT as
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, at Fort Worth, in Tarrant County,
Texas the sum of
THIRTY-THREE THOUSAND EIGHT HUNDRED SEVEN AND 01/100....................................
($33,807.01) in lawful money of the United States, for the payment of which sum well and truly be made unto said
City of Fort Worth 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, the Principal has entered into a certain contract with the City of Fort Worth, dated the 17th
day of October,2000,the performance of the following described public work and the construction of the following
described public improvements:
CONSTRUCTION OF THE EAST HALF OF TRACE RIDGE PARKWAY FROM SHIVER ROAD TO 285
FEET NORTH
all of same being referred to herein and in said contract as the Work and being designated as project PS46-
060460135810 & C115-060115095216 and said contract, including all of the specifications, conditions and written
instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes
and made a part hereof,the same as if set out verbatim herein;and,
WHEREAS, in said Contract,Contractor binds itself to use such materials and to so construct the work that
it will remain in good repair and condition for and during the period One (1) Year 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
One(1)Year;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 Water Department of the City of Fort Worth, it be
necessary;and,
WHEREAS,said Contractor binds itself, upon receiving notice of the need therefor 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 said City
shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract.
This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until
the full amount hereof is exhausted.
WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond,venue shall lie in
Tarrant County,Texas; and,
IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be
deemed an original,dated October 17th ,2000.
ATTEST.
(Principal)Secretary
(Seal) STABILE& WINN,INC.
PRINCI (4)
BY• W "�
Title: 064W.."001
PO BOX 79380
l SAGINAW,TX 76179
u (Address)
Witness ks to Principal
Hartford Fire in urange Company
��- urety
(Address)
ATTEST: ey-in-fact)(5) Tracy Tucker
P 0 Box 2 85 Ft Worth, TX___76113
(Address)
(Surety)Secretary NOTE: Date of Bond must not be prior to
date of Contract
(SEAL)
(1) Correct Name of Contractor
(2) A Corporation,a partnership or an
Individual,as case may be
(3) Correct name of Surety
(4) If Contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact.
Witness as to Surety
P 0 Box 2285 Ft Worth, TX 76113
CC:�N�ECk,MEy
R. IIGVE'I I � n
t
t
i
` = 1
-= �
1
1
f
1
1
1
1
1
1
1
HARTFORD FIRE INSURANCE COMPANY
Hartford,Connecticut
POWER OF ATTORNEY
Know all men by these Presents,That HARTFORD FIRE INSURANCE COMPANY,a corporation duly organized under the laws of the State of Const,and having its
principal office in the City of Hartford,County of Hartford.State of Connecticut,does hereby make,constitute and appoint
TRACY TUCKER,TOBIN TUCKER and W LAWRENCE BROWN
of FORT WORTH,TEXAS
its true and lawful Attomey(s}in-Fact with full power and authority to each of said Asomey(sHn-Factt,in their separate capacity if more than one is named above.to sign,execute and
* acknowledge any and all bands and undertakings and other writings obligatory in the nature thereof on behalf of the Company in its business of guaranteeing the fide6[y of persons
holding places of public or private trust guaranteeing the performance of contracts other than irtserance policies;guaranteeing the performance of insurance contracts where surety
bonds are accepted by states and nwricipeities,and executing or guaranteeing boi and undertakings required or permitted-in all actions or proceedings or by law allowed,and to
bind HARTFORD FIRE INSURANCE COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obkgaWry in the nature thereof were
signed by an Executive Officer of HARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such Officers,and hereby ratifies and confirms all that its said
s AttonwAs)it mac may do in pursuance hereof.
This Power of Attorney is granted under and by auChority of the By-Lam of HARTFORD FIRE INSURANCE COMPANY,Cthe Company")as amended by the Board of Directors at a
meeting duly called and held on July 9.1997,as follows
ARTICLE N
SECTION 7.The President or any Vice President or Assistant Vkce-President acting with any Secretary or Assistant Secretary shall have power and authority to sign and
execute and attach the seal of the Company to bonds and undertakings.r econgnnances,cattracts of indemnity and other wdtkxjs obligatory in the nature thereof,and such instruments
so signed and executed,with or without the common seal,shall be valid and binding upon the Company.
SECTION 8.The President or arty Vice-?resident or arty Assistant Vice President acting with any Secretary or Assistant Secretary,shall have power and authority to appeinl
for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,one or more resident Vice Presidents,resident Assistant
Secretaries and Attorneys-in-Fact and at any time to remove arty such resident Vice-president,resident Assistant Secretary,or Attorney4n-Fact,and revoke the power and authority
given to him.
Resolved,that the signatures of such Officers and the seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile,and
any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified
by facsimile signatures and facsimile seat shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached.
w
In Witness Whereof.HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by its Assistant Vice-President,and its corporate seal to be
hereto affixed.duly attested by its Secretary,this 14th day of May,1999.
HARTFORD FIRE INSURANCE COMPANY
e�
e°
c:
SEAL
z # o d!
Paul A.Bergenholtz,Assistant Secretary Robert L Post,Assistant Vice President
STATE OF CONNECTICUT
I ss. Hartford
COUNTY OF HARTFORD
On this 14th day of May,A.D. 1999,before me personally came Robert L.Post to me known,who being by me duly sworn,did depose and say.that he resides in the Countyof
Hartford,State of Connecticut,that he is the Assistant Vice-President of HARTFORD FIRE INSURANCE COMPANY,the corporation described in and which executed the above
instrument;that he knows the seal of the said cerperat6on;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of
said corporation and that he signed his name thereto by like order.
» rUOt� •
Jean K Wozniak
Notary Public
CERTIFICATE My Cormnissiou Expires June 30,2004
4 the undersigned,Secretary of HARTFORD FIRE INSURANCE COMPANY,a Connecticut Corporation,DO HEREBY CERTIFY that the foregoing and attached POWER OF
ATTORNEY remains in full force and has not been revoked;and furthermore,that AAide N,Sections 7 and 8 of the By-laws of HARTFORD FIRE INSURANCE COMPANY,set forth
in the Power of Attorney.are now in face.
Signed and sealed at tie City of HacUord. Dated the 17th day of October 20 00.
n e�
--. SEAL
Richard L Marshall.Jr.,Assistant Secretary 'MCI„^ ,I�„^�D J Dennis Lane,Assistant Vice President
NPRARY
Form S-3507-9 (HF) Printed in U.S.A. rr llGV�IUU IM
r
r
TUCKER AGENCY, INC.
Bonds and Insurance
206 E. Eighth St., Suite 210 +
Fort Worth, Texas 76102
(817) 336-8520
r
r
a
r
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 October A.D., 2000, 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, STABILE & WINN.
INC.,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, aild 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:
CONSTRUCTION OF THE EAST HALF OF TRACE RIDGE PARKWAY FROM SHIVER ROAD TO 285
FEET NORTH
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by
the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are
hereto attached and made!a part of this contract the same as if written herein.
3.
The Contractor hereby agrees and binds himself to commence the construction of said work
within ten(10)days after being notified in writing to do so by the Department of Engineering of the City
of Fort Worth.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the insp
`,' GQ D
the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
within a period of 30 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 $105.00 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.
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
Specifications and Contract Documents, then the Owner shall have the right to either demand the surety
to take over the work and complete same in accordance with the Contract Documents or to take charge of
and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost
to the said City shall exceed the contract price or prices set forth in the said plans and specifications made
a part hereof,the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and
specifying an itemized statement of the total cost thereof, said excess cost.
6
Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the
project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify,
hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and
against any and all claims or suits for property loss, property damage, personal injury, including death,
arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor,
its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such iniury,
damage or death is caused, in whole or in part, by the negligence or alleged negligence of
Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify
and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and
employees and any damage, loss or destruction to property of the Owner arising from the performance of
any of the terms and conditions of this Contract, whether or not any such injury or damage is
caused in whole or in part by the negligence or alleged negligence of Owner, its officers,
servants or employees..
In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior
to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b)
provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred
to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor.against whom a claim for damages is outstanding as a result of work performed
under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginnin work to mat-
execute
azexecute and deliver to said City of Fort Worth good and sufficient surety bo d � he p
performance of the terms and stipulations of the Contract and for the payment
A':;V u�
�. 4` H, Ml
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract
Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a
surety company duly and legally authorized to do business in the State of Texas, and acceptable to the
City Council of the City of Fort Worth.
8.
Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the
aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal
submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in
monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of
invoice from the Contractor. The agreed upon total contract amount (including/excluding)alternates n/a,
shall be THIRTY-THREE THOUSAND EIGHT HUNDRED —SEVEN AND
01/100.........................................................................................»........Dollars,($33,807.01).
9.
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Department of Engineering.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto
and made a part hereof the same as if it were copied verbatim herein.
11.
It is mutually agreed and understood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Contract, and the Contractor
agrees to fully comply with all the provisions of the same.
IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the
corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its
duly authorized officers in 8 counterparts with its corporate seal attached.
Done in Fort Worth,Texas, this the 17th day of October,A.D.,2000. 10XVI�A Nnn r' r1
RECOMMENDED: CITY OF FORT WORTH 000@
BY: C��U c�����E15111i,1EU
o '.0 ► �o
pw
FM A..z6a4u:2�
DIRECTOR,DEPARTMENT OF "MAR
ENGINEERING
APPROVED:
TRA N/PUBLIC WORKS
DIRECTOR
ATTEST:
STABILE & WINN,INC.
PO BOX 79380
SAGINAW,TX 76179
CONTRACTOR
io-3l-ori
CITY SECRETA
(SEAL)
BY Contract Authorisation
1 -17- OO
Date
TITLE
APPROVED AS TO FORM AND
P 0 Box 79380 Saginaw, TX 76179 LEGALITY:
ADDRESS
TT Y
r
November 1960
Revised Nfay 1986
Revised September 1992Q�� -G' w y