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D.O.E. FILE ,!_
CONTRACI,NO. ,- _�
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CONTRACTOR'S BONDING CO SPECIFICATION
CONSTRUCTION'S COPY AND
CLIENT DEPARTMENT CONTRACT DOCUMENTS
FOR
H.M.A.C. SURFACE OVERLAY (2005-13)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 4886
TPW PROJECT NO. GS93-020930522760
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2005
(50/50)
MIKE MONCRIEF CHARLES BOSWELL
MAYOR CITY MANAGER
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ROBERT D. GOODE , P.E. , DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS RADEMAKER, P.E. , DIRECTOR
DEPARTMENT OF ENGINEERING
PREPARED BY DEPARTMENT OF ENGINEERING
ENGINEERING SERVICES DIVISION
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ORIGINALS ..
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COUNCIL ACTION: Approved on 9/27/2005 -Ordinance No. 16615-09-2005
DATE: 9/27/2005 REFERENCE NO.: **C-21020 LOG NAME: 30HMAC2005-13
CODE: C TYPE: CONSENT PUBLIC HEARING: NO
SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with JRJ Paving, L.P., for
H.M.A.C. Surface Overlay 2005-13 at Various Locations
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of$325,774.00 from the Water& Sewer Operating Fund to the Water Capital Project
Fund in the amount of$291,826.60 and Sewer Capital Project Fund in the amount of$33,947.40;
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriation in the Water
Capital Project Fund in the amount of$291,826.60 and the Sewer Capital Project Fund in the amount of
$33,947.40, from available funds; and
3. Authorize the City Manager to execute a contract with JRJ Paving, L.P., in the amount of$588,948.00 for
H.M.A.C. Surface Overlay 2005-13 at various locations.
DISCUSSION:
In the FY2004-05 Contract Major Maintenance Program, various types of street maintenance techniques are
grouped into specific contract packages. H.M.A.C. Surface Overlay 2005-13 at various locations, provides
for surface and base rehabilitation, replacement of failed curb and gutter, sidewalk and driveway approaches
- for asphalt streets at various locations.
The proposed street improvements will be conducted after the replacement of water and/or sewer mains
under a separate contract. The cost for the proposed street improvements will be shared equally (50/50)
between the Transportation and Public Works Department and the Water Department.
Following is a summary of the streets included in this project:
Project Name Limits Council District Ma sco
Adolph St. White Settlement Rd. - S. Dead End 9 62Y
Ave. B W. Dead End - S. Beach St 8 78J
S. Beach St. Ave. B - Mitchell Blvd. 8 78J
s Bilglade Rd. McCart Ave. - Odessa Ave. 3 90K
W. Drew St. Sandage Ave. - Merida Ave. 9 90F
Glendora St. Schadt St. -Weber St. 2 62D
Haltom Rd. 4600' N. of E. 1 st St. - 800' S. of Etsie St. 4 64Q
Mosson Rd. Marie Jones Rd. - Dorothy Ln. 5 93P
Schadt St. Glendora St. - NE 33rd St. 2 62D
The City reserves the right to increase or decrease quantities of individual pay items within the contract
provided that the total contract amount remains within plus or minus 25% of the contract award.
This project was advertised on July 7 and 14, 2005. On August 11, 2005, the following bids were received:
Bidders Amount Time of Completion
JRJ Paving, L.P. $588,948.00 110 Working Days
Peachtree Construction, Ltd. $627,783.00
JRJ Paving L.P., is in compliance with the City's M/WBE Ordinance by committing to 40% M/WBE
participation. The City's goal on this project is 14%.
In addition to the contract cost, $15,000 (Water: $13,500; Sewer: $1,500) is required for inspection and
a $16,300 (Water: $13,300; Sewer: $3,000) is required for project contingencies.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation one, and adoption of
the appropriation ordinance, funds will be available in the current budget, as appropriated, of the Water and
Sewer Capital Projects Fund and the Contract Street Maintenance Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
1&2)PW53 472045 060530175660 $291,826.60 1)PE45 538070 0609020 $291,826.60
1&2)PS58 472045 070580174830 $33_947.40 1)PE45 538070 0709020 $33,947.40
2)PW53 531350 030530175660 $13,500.00 3)PW53 541200 060530175660 $265,026.60
2)PW53 541200 060530175660 $Z7_8326.60 3)PS58 541200 070580174830 $29,447.40
2)PS58 531350 030580174830 $1,500.00 GS93 541200 020930522760 $294,474.00
2)PS58 541200 070580174830 $32,447.40
Submitted for City Manager's Office by: Marc Ott (6122)
Originating Department Head: A. Douglas Rademaker (6157)
Additional Information Contact: A. Douglas Rademaker (6157)
ATTACHMENTS
�, Ord..pdf
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
H.M.A.C. SURFACE OVERLAY (2005-13)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 4886
PROJECT NO. GS93-020930522760
2005
A. DOUGLAS RADEMAKER, P.E. j S• DATE
DIRECTOR, DEPARTMENT OF ENGINEERING
GEORGE A. BEHMANESH, P.B. DATE
ASSISTANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ia
DOff KIM, P.E. DATE
ENGINEERING MANAGER
WATER DEPARTMENT
TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Prevailing Wage Rates
4. Proposal
S. Vendor Compliance
6. Disadvantaged Business Enterprise
7. Special Provisions
8. Contractor Compliance with Workers Compensation Law
9. Certificate of Insurance
10. Performance Bond
11. Payment Bond
12. Maintenance Bond
13. Contract
14. Project Designation Sign
15. Notice of Construction
16. Details
17., Soil reports
18. Street Locations
19. Valley Gutter Locations
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NOTICE TO BIDDERS
Sealed proposals for the following project:
H.M.A.C. SURFACE OVERLAY (2005-13)
AT VARIOUS LOCATIONS
DOE Project No. 4886
TPW Project No. GS93-020930522760
Addressed to Mr. Charles R. Boswell, City Manager of the City of
Fort Worth, Texas will be received at The Purchasing Office until
1:30 P.M. , August 11, 2005 and then publicly opened and read aloud
at 2:00 P.M. Plans, Specifications and Contract Documents for this
project may be obtained at the office of the Department of
Engineering, Municipal Office Building, 1000 Throckmorton Street,
Fort Worth, Texas, 76102 .
A pre-bid conference will be held at 9:00 A.M. , July 22, 2005 in
the Transportation and Public Works Conference Room 270 2nd floor,
Municipal Building.
One set of documents will be provided to prospective bidders for a
non-refundable fee of twenty dollars ($20.00) . Additional sets may
be also purchased for a fee of twenty dollars ($20.00) per set.
The documents can be purchased at the front desk of Department of
Engineering 1000 Throckmorton Street, 2nd floor, Municipal
Building.
For additional information contact Mr. Riad I. Nusrallah, P.E. , at
(817) 392-2347 .
Charles R. Boswell A. Douglas Rademaker, P.E.
City Manager Director, Department of Engineering
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PUBLICATION: By: (0(1!JSJI,
July 7, 2005 Tony Sholola, P.E. ,
July 14, 2005 Engineering Manager, DOE
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SPECIAL INSTRUCTIONS TO BIDDERS
1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of
Fort Worth,in an amount of not less than 5 percent of the largest possible total of the bid
submitted must accompany the bid, and is subject to forfeit in the event the successful
bidder fails to execute the contract documents within ten days after the contract has been
.. awarded.
To be an acceptable surety on.the bid bond, the surety must be authorized to do business
in the state of Texas. In addition,the surety must (1)hold a certificate of authority from
the Untied States secretary of the treasury to qualify as a surety on obligations permitted
or required under federal law; or (2) have obtained reinsurance for any liability in excess
., of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of
Texas and is the holder of a certificate of authority from the Untied States secretary of the
treasury to qualify as a surety on obligations permitted or required under federal law.
.. Satisfactory proof of any.such reinsurance shall be provided to the City upon request.
The City,in its sole discretion,will determine the adequacy of the proof required herein.
Am 2. PROPOSAL: After proposals have been opened and read aloud,the proposals will be
tabulated on the basis of the quoted prices,the quantities shown in the•proposal, and the
application of such formulas or other methods of bringing items to a common basis as
�• may be established in the Contract Documents.
The total obtained by taking the sum of the products.of unit prices quoted and the
.. estimated quantities plus any lump sum items and such other quoted amounts as`may
enter into the cost of the completed project-will be considered as the amount of the bid.
Until the award of the contract is made by the Owner,the right will be reserved to reject
any or all proposals and waive technicalities,to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided,without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
Documents prior to the bid receipt. Information regarding the status of addenda may be
obtained by contacting the Department of Engineering Construction Division at(817)
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871-7910. Bids that do not acknowledge all applicable addenda will be rejected as non-
responsive.
Ma SPECIAL INSTRUCTIONS TO BIDDERS
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_ 4. AWARD OF CONTRACT: The contract,if awarded,will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine(49) City
business days from the date that the M/WBE UTILIZATION FORM,PRIME
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation")is received by the City.
5. PAYMENT PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
famish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shallmeet the requirements of Chapter 2253 of the
Texas Government Code,as amended.
A. If the total contract price is$25,000 or less,payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
B. If the contract amount is in excess of$25,000, a Payment Bond shall be
executed, in the amount of the contract, solely for the protection of all claimants
•• supplying labor and material in the prosecution of the work.
C. If the contract amount is in excess of$100,000, a Performance Bond shall be
.. executed, in the amount of the contract conditioned on the faithful performance of
the work in accordance with the plans, specifications, and contract documents.
Said bond shall solely be for the protection of the City of Fort Worth.
D. A Two-year Maintenance Bond is required for all projects to insure the prompt,
full and faithful performance of the general guarantee as set forth in Paragraph 7
of the Special Provisions.
To be an acceptable surety on the performance, payment and maintenance bonds, the
surety must be authorized to do business.in the state of Texas and meet all requirements
of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a
certificate of authority from the Untied States secretary of the treasury to qualify as a
surety on obligations permitted or required under federal law; or (2) have obtained
reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and
admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority
from the Untied States secretary of the treasury to qualify as a surety on obligations
permitted or required under federal law. Satisfactory proof of any such reinsurance shall
be provided to the City upon request. The City, in its sole discretion, will determine the
.. adequacy of the proof required herein.
No sureties will be accepted by the City that are at the time in default or delinquent on
any bonds or which are interested in any litigation against the City. Should any surety on
the contract be determined unsatisfactory at any time by the City,notice will be given to
the contractor to that effect and the contractor shall immediately provide a i Lew � N
.. satisfactory to the City s� '�>,-'.l '�D Eca
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SPECIAL INSTRUCTIONS TO BIDDERS � �
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6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General
.. Provisions,Item 8,Paragraph 8.6,Standard Specifications for Street and Storm Drain
Construction of the City of Fort Worth, Texas,concerning liquidated damages for late
completion of projects.
7. EMPLOYMENT AND NON-DISCRD4114ATION: The Contractor shall not
discriminate against any person(s)because of sex,race,religion, color or national origin
and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of
the City of Fort Worth(1986),as amended,prohibiting discrimination in employment
practices.
8 WAGE RATES: All bidders will be required to comply with provision 5159a of
"Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of
prevailing wage rates as established by the City of Fort Worth,Texas, and set forth in
Contract Documents for this project.
9. FINANCIAL STATEMENT: A current certified financial statement may be required by
the Department of Engineering Director for use by the CITY OF FORT WORTH in
,. determining the successful bidder. This statement,if required,is to be prepared by an
independent Public Accountant holding a valid permit issued by an appropriate State
Licensing Agency.
10. INSURANCE: Within ten days of receipt of notice of award of contract,the Contractor
must provide, along with executed contract documents and appropriate bonds,proof of
insurance for Workers Compensation(statutory); Comprehensive General Liability
($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance
($1,000,000 each accident on a combined single basis or$250,000 property
.. damage/$500,000 bodily injury per person per occurrence. A commercial business
policy shall provide coverage on"any auto",defined as autos owned,hired, and non-
owned). Additional lines of coverage may be requested. If such a request is made after
bid opening, Contractor shall be entitled to additional compensation equal to 110% of the
additional premium cost.For worker's compensation insurance requirements, see Special
.e
Instructions to Bidders-Item 16.
ADDITIONAL INSURANCE REQUIREMENTS:
" A. The City, its officers, employees and servants shall be endorsed as an additional
insured on Contractor's insurance policies excepting employer's liability insurance
coverage under Contractor's workers'compensation insurance policy.
B. Certificates of insurance shall be delivered to the City of Fort Worth, contract
administrator in the respective department as specified in the bid documents, 1000
Throckmorton Street, Fort Worth, TX 76102,prior to commencement of work on
the contracted project.
r` C. Any failure on part of the City to request required insurance documentation shall
not constitute a waiver of the insurance requirements specified herein.
D. Each insurance policy shall be endorsed to provide the City a minimum thirty
days notice of cancellation, non-renewal, and/or material change in policy terms
.. SPECIAL INSTRUCTIONS TO BIDDERS
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r„ or coverage. A ten days notice shall be acceptable in the event of non-payment of
premium.
�. E. Insurers must be authorized to do business in the State of Texas and have a
current A.M. Best rating of A: VII or equivalent measure of financial strength and
solvency.
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F. Deductible limits, or self-funded retention limits, on each policy must not exceed
$10,000.00 per occurrence unless otherwise approved by the City.
G. Other than worker's compensation insurance, in lieu of traditional insurance, City
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups. The City must approve in writing any alternative
coverage.
.. H. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
recovery in favor of the City.
I. City shall not be responsible for the direct payment of insurance premium costs.
for contractor's insurance.
J. Contractor's insurance policies shall each be endorsed..to provide that such
insurance is primary protection and any self-funded or commercial coverage
maintained by City shall not be called upon to contribute to loss recovery.
K. In the course of the project, Contractor shall report,in a timely manner,to City's
officially designated contract administrator any known loss occurrence which
could give rise to a liability claim-or lawsuit or which could result in a property
loss.
L. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
M. Upon the request of City, Contractor shall provide complete copies of all
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insurance policies required by these contract documents.
11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002,the
.. City of Fort Worth will not award this contract to a non-resident bidder unless the non-
resident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
non-resident bidder to obtain a comparable contract in the state in which the non-
resident's principal place of business is located.
"Non-resident bidder"means a bidder whose principal place of business is not in
this state,but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
SPECIAL INSTRUCTIONS TO BIDDERS
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"Texas resident bidder"means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state.
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This provision does not apply if the project is funded in whole or in part with federal
funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet specifications. The failure of a non-resident contractor to do so
,., will automatically disqualify that bidder.
12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort
.. Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort
Worth has goals for the participation of minority business enterprises and women
business enterprises in City contracts.You may obtain a copy of the Ordinance from the
.. Office of the City Secretary.
The M/WBE Utilization Form,Prime Contractor Waiver Form and the Good Faith Effort
•• Form, as applicable,must be submitted no later than 5:00 p. m. five(5)City business
days after the bid opening date, exclusive of the bid opening date. The bidder shall
submit the documentation at the reception area of the Department of Engineering
+ ("Managing Department"),2nd floor, City Hall, and shall obtain a receipt. Failure to
comply shall render your bid non-responsive.
Upon contract execution between the City of Fort Worth and the successful bidder,now
known as Contractor, a pre-construction meeting will be scheduled at which time the
Contractor is required to submit either Letters of Intent or executed agreements with the
M/WBE firm(s)to be utilized on this project. Such Letters of Intent or executed
agreements shall include the following information:
1. Name of Contract
2. Name of M/WBE firm utilized
3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performed by the M/WBE firm
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s)have been received.
Throughout the duration of this project,the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
a
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
purposes.
• Reports are to be submitted monthly to the M/WBE Office,regardless of whether or
not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a
particular month,place a"0"or"no participation" in-the spaces provided, and provide
SPECIAL INSTRUCTIONS TO BIDDERS
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a brief explanation.
• The Contractor shall provide the M/WBE Office proof of payment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
.� 1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining,in detail:
a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
.. • If the Contractor foresees a problem with submitting participation reports and/or
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Reguest for Approval of Change For to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
and why in documentation.
a. All requests for changes must be reviewed and pre-approved by the M/WBE
Office.
b. If the Contractor makes change(s)prior to approval,the change will not be
considered when performing a post compliance review on this project.
.. • Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth,The Contractor will provide the
M/WBE Office with a Final Participation Report Form to reflect the total
.. participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor-City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call(817) 871-6104.
Upon request,Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise(M/WBE)
on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books,records or files in its possession that will substantiate the
actual work performed by an M/WBE. The misrepresentation of facts(other than a
negligent misrepresentation)and/or the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation(other than a negligent misrepresentation)and/or commission of fraud
.r SPECIAL INSTRUCTIONS TO BIDDERS
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.. will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years..
„r 13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal,the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
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14. PROGRESS PAYMENTS FINAL PAYMENT PROJECT ACCEPTANCE AND
WARRANTY:
a. The contractor will receive full payment(less 5%retainage) from the city for each pay
period.
A
b. Payment of the retainage will be included with the final payment after acceptance of the
project as being complete.
c. The project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
.� contractor and the City.
d. The warranty period shall begin as of the date that the final punch list has been
completed.
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment
becoming due and payable.
f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the
city and there is a dispute regarding(i) final quantities,or(ii)liquidated damages,city
shall make a progress payment in the amount that city deems due and payable.
g. In the event of a dispute regarding either final quantities or liquidated damages,the
parties shall attempt to resolve the differences within 30 calendar days.
15. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the
following guidelines relating to-working on City construction sites on days designated as
"AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON,within the
Metroplex area,runs from May 1,through October 31,with 6:00 a.m. - 10:00 a.m.being
critical because emissions from this time period have enough time to bake in the hot
atmosphere that leads to early aftemoon ozone formation.
The Texas Commission on Environmental Quality(TCEQ), in coordination with the
National Weather Service,will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
.. afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS,
the Contractor shall bear the responsibility of being aware that such days have been
designated AIR POLLUTION WATCH DAYS and as such shall not begin work until
10:00 am.whenever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
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However, the Contractor may begin work prior to 10:00 am.if use of motorized
equipment is less than 1-hour, or if pgMi_pment is new and certified by EPA as "Low
SPECIAL INSTRUCTIONS TO BIDDERS
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Emitting",or eguinment burns Ultra Low Sulfur Diesel(UCSD),diesel emulsions,or
alternative fuels such as CNG.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours of 7:00 a.m.-- 6:00 p.m., on a designated AIR POLLUTION WATCH
DAY, that day will be considered as a weather day and added onto the allowable weather
days of a given month.
16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance
with Workers Compensation shall be as follows:
A. Definitions:
Certificate of coverage("certificate") -A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission, or a coverage
.• agreement(TWCC-81,TWCC-82,TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project,for the duration of the project.
Duration of the project-includes the time from the beginning of the work on the
project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
Persons providing services on the project("subcontractor"in, 406.096)-includes all
persons or entities performing all or part of the services the contractor has undertaken
to perform on the project,regardless of whether that person has employees. This
includes,without limitation, independent contractors, subcontractors,leasing
companies,motor carriers, owner-operators, employees of any such entity, or
employees of any entity which furnishes persons to provide services on the project.
"Services" include,without limitation,providing,hauling, or delivering equipment or
materials,or providing labor,transportation,or other service related to a project.
"Services" does not include activities unrelated to the project,such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
B. The contractor shall provide coverage,based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44)for all employees
of the contractor providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project, the contractor must,prior to the end of the
.. coverage period, file a new certificate of coverage with the governmental entity
showing that coverage has been extended.
„f E. The contractor shall obtain from each person providing services on a project, and
provide to the City:
SPECIAL INSTRUCTIONS TO BIDDERS
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(1) a certificate of coverage,prior to that person beginning work on the project, so
the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
E. The contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or
personal delivery,within ten days after the contractor knew or should have known, of
any change that materially affects the provision of coverage of any person providing
services on the project.
H. The contractor shall post on each project site a notice,in the text,form and manner
prescribed by the Texas Workers'Compensation Commission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
.. I. The contractor shall contractually require each person with whom it contracts to
provide services on a project,to:
+` (1) provide coverage,based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements,which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
.. providing services on the project, for the duration of the project;
(2) provide to the contractor,prior to that person beginning work on the project, a
" certificate of coverage showing that coverage is being provided for all employees
of the person providing services on the project, for the duration of the project;
(3) provide the contractor,prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage,if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(4) obtain from each other person or entity with whom it contracts, and provide to
the contractor:
.. (a) a certificate of coverage,prior to the other person or entity beginning work
on the project; and
(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.
SPECIAL INSTRUCTIONS TO BIDDERS.
-9-
(6) notify the governmental entity in writing by certified mail or personal delivery,
within ten days after the person knew or should have known,of any change that
materially affects the provision of coverage of any person providing services on
•r
the project; and
(7) contractually require each person with whom it contracts,to perform as required
by paragraphs(1)-(7),with the certificates of coverage to be provided to the
person for whom they are providing services.
J. By signing this contract or providing or causing to be provided a certificate of
coverage,the contractor is representing to the governmental entity that all employees
of the contractor who will provide services on the project will be covered by workers'
compensation coverage for the duration of the project,that the coverage will be based
on proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or,in the case of a self-
As insured,with the commission's Division of Self-Insurance Regulation. Providing
false of misleading information may subject the contractor to administrative penalties,
criminal penalties, civil penalties or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract
by the contractor which entitles the City to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
City.
.r "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 unposed by the Texas Workers'
Compensation Act or other Texas Workers'Compensation commission rules. This
notice must be printed with a title in at least 30 point bold type and text in at least 19
+■ point normal type, and shall be in both English and Spanish and any other language
common to the worker population. The text for the notices shall be the following
text,without any additional words or changes: .
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related
to this construction project must be covered by workers'compensation insurance.
This includes persons providing,hauling,or delivering equipment or materials,or
providing labor or transportation or other service related to the project,regardless of
the identity of their employer or status as an employee."
"Call the Texas Workers'Compensation Commission at(512)440-3789 to receive
information on the legal requirement for coverage,to verify whether your employer
has provided the required coverage, or to report an employer's failure to provide
coverage."
do
17. AGE DISCRIMINATION: In accordance with the policy("Policy")of the Executive
.. Branch of the federal government,contractor covenants that neither it nor any officers,
members,agents or employees who engage in the performance of this contract shall,in
+f SPECIAL INSTRUCTIONS TO BIDDERS
10-
connection with such employment, advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
against any person because of their age.except on the basis of a bona fide occupational
qualification,retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers,members, agents or employees
acting on their behalf, shall specify in solicitations or advertisements for employees to
work on those contract a maximum age limit for such employment unless the specified
maximum age limit is based upon a bona fide occupational qualification,retirement plan
or statutory requirement.
Contractor warrants that it will fully comply with the Policy and will defend,indemnify
and hold City harmless against any and all claims or allegations filed by third parties
.. against.City arising out of Contractor's alleged failure to comply with the Policy in the
performance of this contract.
18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990 C ADA'),Contractor warrants that it will not
A unlawfully discriminate on the basis of disability in the provision of services to the
general public,nor in the availability,terms or conditions of employment for applicants
for employment,with,or current employees of, Contractor.'Contractor warrants that it
will fully comply with the ADA's provisions and any other applicable federal, state, or
local laws concerning disability and will defend, indemnify and hold City harmless
against any and all claims or allegations filed by third parties against City arising out of
Contractor's alleged failure to comply with the ADA in the performance of this contract.
,. END OF SECTION
.� SPECIAL INSTRUCTIONS TO BIDDERS
-II-
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 $10.00
CY)
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (> 1 1/2 $11.52
CY)
Front End Loader (21/2 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
P R O P O S A L
TO: MR. CHARLES BOSWELL Fort Worth, Texas
City Manager
Fort Worth, Texas
FOR: H.M.A.C. SURFACE OVERLAY (2005-13)
AT VARIOUS LOCATIONS
DOE PROJECT NO. 4886
TPW PROJECT NO. GS93-020930522760
Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly
examined the plans, specifications and the site, understands the amount of work
to be done, and hereby proposes to do all the work and furnish all labor,
equipment, and materials necessary to fully complete all the work as provided
in the plans and specifications, and subject to the inspection and approval of
the Director of the Department of Engineering of the City of Fort Worth.
Total quantities given in the bid proposal may not reflect actual quantities;
however, they are given for the purpose of bidding on and awarding the
contract. The City also reserves the right to increase or decrease quantities
of individual pay items within the contract provided that the total contract
amount remains within plus or minus (t) 25% of the contract award. The
contractor isnot entitled to any additional compensation or renegotiation of
individual pay item bid prices.
Upon acceptance of this proposal by the City Council, the bidder is bound to
execute a contract and furnish Performance, Payment and Maintenance Bonds
acceptable to and approved by the City of Fort Worth for performing and
completing the said work within the time stated and for the following sums,
to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 1 2 EA. Project Designation Sign
Two Shndred Dollars
& No Cents Per EA. $ 200.00 $ 400.00
S.P. 2 LUMP SUM Utility Adjustment
Six Thousand Dollars
& No Cents Per L.S. $ 6,000.00 $ 6,000.00
406 3 30 EA. Manhole Adjustment
450 Three-Hundred and Fifty Dollars
S.P. & No Cents Per EA. $ 350.00 $ 10,500.00
P-1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
406 4 17 EA. Water Valve Boxes Adjustment
450 Two-Hundred and Fifty Dollars &
S.P. No Cents Per EA. $ 250.00 $ 4,250.00
S.P. 5 1 EA. Water Meter Boxes Adjustment
Thirty-Five Dollars &
No Cents Per EA. $ 35.00 $ 35.00
104 6 3,100 L.F. Removal and Replacement of
502 Concrete Curb and Gutter
S.P. K 1 l,( "� Dollars &
Cents Per L.F. $ $ U9018
i
104 7 200 S.Y. Removal and Replacement of 6"
504 Concrete Driveway
S.P. froa Dollars & /�
4- Cents Per S.Y. $ /y� $
104 8 160 S.Y. Removal and Replacement of 4"
504 Concrete Sidewalks
S.P. 1 't'• Dollars & 2
,0&il!!h batL Cents Per S.Y. $ �'�•7� $ 2� yo
300 9 50 C.Y. Removal and Replacement of
304 H.M.A.C. Pavement and
312 Base (Base Repair)
S.P. Q►(�. F}1�.�q�? �SI�F Dollars &
dl{• Cents Per C.Y. $ I +� $ Lot
208 10 50 C.Y. Graded Crushed Stones
S.P. ,�v� qX Dollars & •/ •� SS ,f
Cents Per C.Y. $ (� l $ v
S.P. 11 11,000 L.F. Wedge Milling 2" to 0" Depth
5.0' Wide @
Dollars & t
►Ck�s�1( Cents Per L.F. $ r J� $ ^�O •,�
(
S.P. 12 7 EA. Butt Joint-Milled
'}�•fa t�,,,,(pQ,F,,,?4ttti► Dollars & $ $
• Cents Per EA. '1 Ot c;%4
d L.
P-2
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
300 13 70 TON H.M.A.C. Level-Up @
312 g jr46! y Dollars &
t4- Cents Per TON $ GC) $
312 14 53,300 S.Y. 2"H.M.A.C. Surface Course
S.P. (Type "D" Mix) @
Dollars &
$Cents Per S.Y. �Q� -2.61�,v A
�
104 15 10 S.Y. Removal and Replacement of 7"
314 Concrete Valley Gutter @
S.P. JA Dollars &
_Cents Per S.Y. $ $ �I qo
314 16 110 S.Y. New 7" Cont(e Valley Gutter @
j�.j•�(�
S.P. } " Dollars &
A( Cents Per S.Y. $ $
104 17 12 S.Y. Standard 4" Reinforced Concrete
505 Wheelcha' Ramps @
S.P. +k. Dollars & �.
• Cents Per S.Y. $ /yam $ 54c)
402 18 800 L.F. 6" PVC Perforated Pipe _1 '
500 Subdrain@
620 -C71M;,Mj Dollars &
S.P. /�.( . Cents Per L.F. $ i $ 500•
502 19 50 L.F. New Concrete Curb and Gutter @
Dollars & �•
p{ r Cents Per L.F.
504 20 10 S.Y. New 4" Concrete Sidewalk @
�111ryQ-�C`'� Sly Dollars &
�1. Cents Per S.Y. $ � $ �4,p •�
214 21 30,900 S.Y. 8" Pavement Pulverization @
S.P. -t\010 Dollars &
mssr Cents Per S.Y. $ 'L Ci$ $
214 22 404 TON Cement @
SiAL(ii Dollars &
��Cents Per TON $$ l$ $ j$ Q •�
P-3
SPEC PAY APPROX. DESCRIPTION OF ITEMS. WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 23 3 EA. Remobilization
Five Hundred Dollars &
No Cents Per EA. $ 500.00 $ 1,500.00
106 24 100 C.Y. Unclassified Street Excavation
S.P. 4"" 'o"i Dollars & 10
r1r"V Cents Per C.Y. $ 1i k
S.P. 25 1 EA. Removal and Replacement of Top
of 5-foot Drainage Inlet
' Dollars & $ �O i $ 3�p.�
�.( • Cents Per EA.
S.P. 26 10 EA. Paint Replacement of House
Address on Curb Removed &
Replaced .y
��•!� Dollars & $ Ind $ O':.
Cents Per EA.
$
TOTAL BID
e j
5
P-4
This contract is issued by an organization which qualifies for exemption
pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales,
Excise and Use Tax Act.
Taxes. All equipment and materials not consumed by or incorporated into the
project construction, are subject to State sales taxes under House Bill 11,
enacted August 15, 1991.
The Contractor shall comply with City Ordinance 7278, as amended by City
Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29),
prohibiting discrimination in, employment practices.
The undersigned agrees to complete all work covered by these contract documents
within One Hundred and Ten (110) Working Days from and after the date for
commencing work as set forth in the written Work order to be issued by the
Owner, and to pay not less than the "Prevailing Wage Rates for Street, Drainage
and Utility Construction" as established by the City of Fort Worth, Texas.
Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid,
the undersigned will execute the formal contract and will deliver an approved
Surety Bond for the faithful performance of thiscontract. The attached deposit
check in the sum of rj��o G .13 -12> .
Dollars ($ )
is to become the property of the City of Fort Worth, Texas, or the attached
Bidder's Bond is to be forfeited in the event the contract and bond are not
executed within the time set forth, as liquidated damages for delay and
additional work caused thereby.
The Contractor shall mobilize within ten (10) calendar days of the notice
given by the Construction Engineer for any of the locations. If the
contractor fails to begin the work within ten (10) calendar days, a $200
dollars liquidated damage will be assessed per Block per day.
I (we) , acknowledge receipt of the following addenda to the plans and
specifications, all of the provisions and requirements of which have been taken
into consideration in preparation of the foregoing bid:
Respectfully submitted,
Addendum No. 1 (Initials) x'121 ISA I
Addendum No. 2 (Initials) Company
Addendum No. 3 (Initials) By:
Signature
OA1UQ�,�—ti, t`�uS.Ul�tc,'Yc-
Printed Nakme of P-ri pa]
Address: ���1�li1� .r�r-IGH'
(Seal) email address: IM Ce- 72S 010ar.:cp.Lft ,..
Date: _ ( ( 6 C7 Telephone:
P-5
w
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a
contract as low bidder, non-resident bidders (out-of-state contractors whose corporate
offices or principal place of business are outside of the State of Texas) bid projects for
construction, improvements, supplies or services in Texas;at an amount lower than the
lowest Texas resident bidder by the same amount that a Texas resident bidder would be
required too underbid a non-resident bidder in order to obtain a comparable contract in
the State in which the non-resident's principal place of business is located. The
g appropriate blanks in Section A must be filled out by all out-of-state or non-resident
bidders in order for your bid to meet specifications. The failure of out-of-state or non-
resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Non-resident vendors in (give State), our principal place of
business, are required to be percent lower than resident bidders
by State law. A copy of the Statute is attached.
Non-resident vendors in (give*State), our principal
place of business, are not required to underbid resident bidders.
B. Our pr' pal place of business or corporate offices are in the State of Texas.
Bidder:
Company By: (Please p t)
04-16
Address Si ature
-7 ��-
city State Zip Title(Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
ATTACHMENT 1A i
Page 1 of 4
- FORT WORTH City of Fort Worth
o _ -x- r ave
Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
v JRJ Paving, LP.
PROJECT NAME:
=MNVIDBE. NON-MNV/DBE
2005-13 HMAC Surface Overlay BID DATE
1/05 _
City's M/WBE Project Goal: Prime's MNVBE Project utilization: PROJECT NUMBER
14 % 1 40 % MAC 2005-13 DOE 4886
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p:m. five (5)City,business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with, the MNVBE firm(s) listed in this
utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional
- and/or knowing misrepresentation. of facts is grounds for consideration of disqualification and will result in the
bid being considered non-responsive to bid specifications
MMBEs listed toward meeting the project goal must be located in tha nine (9) county marketplace or
currently doing business In the marketplace at the time of bid. Marketpla;:e is the geographic area of Tarrant,
Parker,Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise (DBE)is synonymous with Minority/Women Business Enterprise(M/WaE).
If hauling services .are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. 'The M/WBE may lease .
trucks.from another M/WBE firm, including:IVI/WBE owner-operators, and receive full M/WBE credit. The
MMBE may lease trucks--from ndn.M/.WBEs,.including owner:operators, but will only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease agreement.
0�1�I rl kr C Oil
o
CITYUGR,eV 5/30/03
i
ATTACHMENT 1A
FORT WORTH Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers,regardless of status;I.e.,Minority,Women and non-M/WBEs.
Please list MIWBE firms first,use additional sheets if necessary.
Certification N
(check one)
SUBCONTRACTOR/SUPPLIER T n
Y Company Name i N T Detail Detail
Addresse M W C X M Subcontracting Work Supplies Purchased Dollar Amount
T D W
Telephone/Fax r B B R O B .
E E C T .E
A
/P70-
Materials X Asphalt
Box 2496 Material $ 232,761.00
Denton, TX 76202
940-243-8530
940-243-8518
Lattimore Materials X Concrete $ 17,600.00
P.O. Box _556
McKinney, TX 75070
972-221-4646
972-221-9647
Holc. m X Cement 33,046.00
P.0...Box 95124
Dallas, TX 75395
972-299-5054
Barnsco Rebar $ 1,500.00
2609 Willowbrook Rd. Rings $ 2,750.00
Dallas, TX X
214-352-9091
214-352-7568
a
Rev.5/30/03
i
ATTACHMENT IA
FORTWORTH Page a of a
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 232,761.00
i#
Total Dollar Amount of Non-MMBE Subcontractors/Suppliers $
54,896.00
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 287,657.00
The Contractor will not makeadditions,-deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord-with-the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested changeladdition or deletion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. .
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
RL subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the MMI/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1)year.
Marty Murphy
Aut orized Signature Printed Signature
Aurin sa Manager same
Title Contact NamefMle pf different)
.M1 paving. LP 940-320-6340
Company Name Telephone andlor Fax
P.O. Box 2136 ",z- martvm@irinaving.com
Address . E-mail Address
Denton, TX 76202 All &105
City/statemp Date
Rev.5/30/03
SPECIAL PROVISIONS
FOR:H.M.A.C. SURFACE OVERLAY (2005-13)
AT VARIOUS LOCATIONS
DOE PROJECT NO. 4886
TPW PROJECT NO. GS93-020930522760
1. SCOPE OF WORK: The work covered by these details and specifications
consists of the removal (only) of all existing traffic buttons,
removal and replacement of existing concrete curb and gutter and
driveways and existing base repair and the addition of a new
surface layer of H.M.A.C. for those streets designated as Mill
Overlay (MOL) . For those streets designated as Pulverized Overlay
(POL), the work consists of the same removal and replacement items
as described above, surface & base rehabilitation of existing
pavement with cement and the addition of a new surface layer of
H.M.A.C. These items are described in the Special Provisions of
these specifications. The work also consists of all other
miscellaneous items of construction to be performed as outlined in
the details and specifications which are necessary to
satisfactorily complete the work. These streets will have
water/sanitary sewer line replacement by others prior to any
pavement work.
The Contractor shall mobilize within ten (10) calendar days of the
notice given by the Construction Engineer for any of the
locations. If the contractor fails to begin the work within ten
(10) calendar days, a $200 dollars liquidated damage will be
assessed per Block per day.
For street locations see list at the back of this document. At the
sole discretion of the City, the City reserves the right to add,
delete or substitute streets in this contract. The City also
reserves the right to increase or decrease quantities of
individual pay items within the contract provided that the total
contract amount remains within plus or minus (t) 25% of the
contract award. The contractor is not entitled to any additional
compensation or renegotiation of individual pay item bid prices.
The contractor is encouraged to conduct site visits and survey all
these possibilities. The contractor shall verify these locations
with the Construction Engineer.
All short cul-de-sac streets and turnouts that intersect with a
street to be repaired shall be included in this contract, even
though they may not be listed on a Work Order due to their size.
The contractor shall mill, clean, apply tack coat, overlay and
adjust facilities.
- Total quantities given in the bid proposal may not reflect actual
SP-1
quantities, but represent the best estimate based on a reasonable
effort of investigation; however, they are given for the purpose of
bidding on and awarding the contract.
2. EXAMINATION OF SITE: It shall be the responsibility of the
prospective bidder to visit the project site and make such
examinations and explorations as may be necessary to determine all
conditions that may affect construction of this project.
Particular attention should be given to methods of providing
ingress and egress to adjacent private and public properties,
procedures for protecting existing improvements and disposition of
all materials to be removed. Proper consideration should be given
to these details during preparation of the Proposal and all
unusual conditions that may give rise to later contingencies
should be brought to the attention of the City prior to the
submission of the Proposal. During the construction of this
project, it is required that all parkways be excavated and shaped
including bar ditches at the same time the roadway is excavated.
Excess excavation will be disposed of at locations approved by the
Engineer.
During construction of this project, the Contractor shall comply
with present zoning requirements of the City of Fort North in the
use of vacant property for storage purposes.
3. BID SUBMITTALS FOR CONTRACT AWARD: The City reserves the right to
require contractor who is the apparent low bidder(s) for a project
to submit such information as the City, in sole discretion may
require, including but not limited to manpower and equipment
records, information about key personnel to be assigned to the
project, and construction schedule, to assist the City in
evaluating and assessing the ability of the apparent low bidder(s)
to deliver a quality product and successfully complete projects
for the amount bid within the stipulated time frame. Based upon
the City's assessment of the submitted information, a
recommendation regarding the award of a contract will be made to
the City Council. Bidders shall not separate, detach or remove any
portion, segment or sheets from the contract documents at any
time. Failure to bid or fully execute contract without retaining
contract documents intact may be grounds for designating bids as
"non-responsive" and rejecting bids or voiding contract as
appropriate and as determined by the Director of the Department of
Engineering. Affected contractors will be notified in writing of a
recommendation to the City Council.
4. WATER FOR CONSTRUCTION: Water for construction will be furnished
by the Contractor at his own expense.
5. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all
necessary conveniences for the use of workers at the project site.
Specific attention is directed to this equipment.
6. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The
Contractor's particular attention is directed to the requirements
of Item 7, "Legal Relations and Responsibilities to the Public" of
SP-2
the "Standard Specifications for Street and Storm Drain
Construction.
7. MATERIAL STORAGE: Material shall not be stored on private
property unless the Contractor has obtained permission from the
property Owner.
8. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor
shall take adequate measures to protect all ex sting structures,
improvements and utilities, which may be encountered.
9. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor
Covenants and agrees to indemnify City's Eng neer and Architect,
and their personnel at the project site for Contractor's sole
negligence. In addition, Contractor covenants and agrees to
indemnify, hold harmless and defend, at its own expense, the City,
its officers, servants and employees, from and against any and all
claims or suits for property loss, property damage, personal
injury, including death, arising out of, or alleged to arise out
of, the work and services to be performed hereunder by Contractor,
its officers, agents, employees, subcontractors, licensees or
invitees, whether or not any such injury, damage or death is
caused, in whole or in part, by the negligence or alleged
negligence of City, its officers, servants, or employees.
Contractor likewise covenants and agrees to indemnify and hold
harmless the City from and against any and all injuries to City's
officers, servants and employees and any damage, loss or
destruction to property of the City arising from the performance
of any of the terms and conditions of this Contract, whether or
not any such injury or damage is caused in whole or in part by the
negligence or alleged negligence of City, its officers, servants
or employees.
In the event City receives a written claim for damages against the
Contractor or its subcontractors prior to final payment, final
payment shall not be made until Contractor either (a) submits to
City satisfactory evidence that the claim has been settled and/or
a release from the claimant involved, or (b) provides City with a
letter from Contractor's liability insurance carrier that the
claim has been referred to the insurance carrier.
The Director may, if deemed appropriate, refuse to accept bids on
other City of Fort North public work from a Contractor against whom
a claim for damages is outstanding as a result of work performed
under a City Contract.
10.WORKING DAYS: The Contractor agrees to complete the Contract within
the allotted number of days. If the Contractor fails to complete
the work within the number of days specified, liquidated damages
shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of
the "General Provisions" of the Standard Specification for
Construction of the City of Fort North, Texas.
11.EARLY WARNING SYSTEM FOR CONSTRUCTION: Time is of the essence in
the completion of this contract. In order to insure that the
contractor is responsive when notified of unsatisfactory
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performance and/or of failure to maintain the contract schedule,
the following process shall be applicable:
The work progress on all construction projects will be closely
monitored. On a bi-monthly basis the percentage of work completed
will be compared to the percentage of time charged to the contract.
If the amount of work performed by the contractor is less than the
percentage of time allowed by 20% or more (example: 10% of the work
completed in 30% of the stated contract time as may be amended by
change order) , the following proactive measures will be taken:
A. A letter will be mailed to the contractor by certified mail,
return receipt requested demanding that, within 10 days from
the date that the letter is received, it provide sufficient
equipment, materials and labor to ensure completion of the
work within the contract time. In the event the contractor
receives such a letter, the contractor shall provide to the
City an updated schedule showing how the project will be
completed within the contract time.
B. The Project Manager and the Directors of the Department of
Engineering, and Department of Transportation and Public
works will be made aware of the situation. If necessary, the
City Manager's Office and the appropriate city council
members may also be informed.
C. Any notice that may, in the City's sole discretion, be
required to be provided to interested individuals will
distributed by the Engineering Department's Public
Information Officer.
D. Upon receipt of the contractor's response, the appropriate
City departments and directors will be notified. The
Engineering Department's Public Information Officer will, if
necessary, then forward updated notices to the interested
individuals.
E. If the contractor fails to provide an acceptable schedule or
fails to perform satisfactorily a second time prior to the
completion of the contract, the bonding company will be
notified appropriately.
12.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 authorised by the City.
13.CONSTRUCTION SPECIFICATIONS: This contract and project are governed
by the two following published specifications, except as modified
by these Special Provisions:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-
CITY OF FORT WORTH and STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION-NORTH CENTRAL TEXAS. General Provisions shall be those
of the Fort Worth document rather than Division 1 of the North
Central Texas document.
SP-4
A copy of these specifications may be purchased at the office of
the Department of Engineering, 1000 Throckmorton Street, 2nd Floor,
Municipal Building, Fort worth, Texas 76102. The specifications
applicable to each pay item are indicated in the call-out for the
pay item by the designer. If not shown, then applicable published
specifications in any of these documents may be followed at the
discretion of the Contractor.
14.MAINTENANCE STATEMENT: The Contractor shall be responsible for
defects in this project due to faulty materials and workmanship, or
both, for a period of two (2) years from date of final acceptance
of this project by the City of Fort worth and will be required to
replace at his expense any part or all of the project which becomes
defective due to these causes. See Special Instructions to Bidders
Item No. 14 for further requirements.
15.TRAFFIC CONTROL: The contractor will be required to obtain a
"Street Use Permit" prior to starting work. As part of the "Street
Use Permit" a traffic control plan is required. The Contractor
shall be responsible for providing traffic control during the
construction of this project consistent with the provisions set
forth in the "Latest Edition Texas Manual on Uniform Traffic
Control Devices for Streets and Highways" issued under the
authority of the "State of Texas Uniform Act Regulating Traffic on
Highways", codified as Article 6701d Vernon's Civil Statues,
pertinent sections being Section Nos. 27, 29, 30 and 31.
A traffic control plan shall be submitted for review to Mr. Charles
R. Burkett, City Traffic Engineer 81817-392-8770 at leastl0 working
days prior to the preconstruction conference. Although work will
not begin until the traffic control panel has been reviewed, the
Contractor's time will begin in accordance with the time frame
established in the Notice to the Contractor.
The Contractor will not remove any regulatory sign, instructional
sign, street name sign, or other sign which 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 871-7738) , to remove the sign. In the case
of regulatory signs, the Contractor must replace the permanent sign
with a temporary sign meeting the requirements of the above
referenced manual and such temporary sign must be installed prior
to the removal of the permanent sign. If the temporary sign is not
installed correctly or if it does not meet the required
specifications, the permanent sign shall be left in place until the
temporary sign requirements are met. When construction work is
completed to the extent that the permanent sign can be re-
installed, the Contractor shall again contact the Signs and
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Markings Division to re-install the permanent sign and shall leave
his temporary sign in place until such re-installation is
completed.
The Contractor shall limit his work within one continuous lane of
traffic at a time to minimize interruption to the flow of traffic
upon the approval of the City Engineer.
Work shall not be performed on certain locations/streets during
peak traffic periods" as determined by .the City Traffic Engineer
and in accordance with the applicable provision of the `City of
Fort Worth Traffic Control Handbook for Construction and
Maintenance Work Areas."
See Special Instructions to Bidders Item No. 15, for further work
time restrictions on "Air Pollution Watch Day" with substantial use
of motorized equipment.
16.PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
Prior to beginning construction on any street in this contract,
the contractor shall, prepare and deliver a notice/flyer of the
pending construction to the front door of each residence or
business that will be impacted by construction.
The notice/flyer shall be posted three (3) days prior to beginning
any construction activity along each street. The flyer shall be
prepared on the Contractor's letterheads and shall include the
same information as what is in the provided sample.
The contractor shall submit a schedule showing the construction
start and finish dates for each street of the project to the
inspector at the pre-construction conference. In addition, a copy
of the Notice of Construction/flyer shall be delivered to the City
inspector for his review prior to being distribution. The
contractor will not be allowed to begin construction on any street
until the flyer is delivered to all residents of the street.
All work involved with the notification flyer shall be considered
subsidiary to the contract price and no additional compensation
shall be made.
17.PAYMENT: The Contractor will receive bi-weekly payment (minus 5%
retainage) from the City for all work for each pay period. Payment
of the remaining amount shall be made with the final payment, and
upon acceptance of the project. See Special Instructions to Bidders
Item No. 14 for further requirements.
18.DELAYS: The Contractor shall receive no compensation for delays or
hindrances to the work, except when direct and unavoidable extra
SP-6
cost to the Contractor is caused by the failure of the Cityto
provide information or material, if any, which is to be furnished
by the City. When such extra compensation is claimed a written
statement thereof shall be presented by the Contractor to the
Engineer and if by him found correct shall be approved and referred
by him to the Council for final approval or disapproval; and the
action thereon by the Council shall be final and binding. If delay
is caused by specific orders given by the Engineers to stop work,
or by the performance of extra work, or by the failure of the City
to provide material or necessary instructions for carrying on the
work, then such delay will entitle the Contractor to an equivalent
extension of time, his application for which shall, however, be
subject to the approval of the City and no such extension of time
shall release the Contractor or the surety on his performance bond
from all his obligations hereunder which shall remain in full force
until the discharge of the contract.
19.DETOURS AND BARRICADES: The Contractor shall prosecute his work in
such a manner as to create a minimum of interruption to traffic and
pedestrian facilities and to the flow of vehicular and pedestrian
traffic within the project area. Contractor shall protect
construction, as required by Engineer, by providing barricades.
Barricades, warning and detour signs shall conform to the Standard
Specifications "Barriers and Warning and/or Detour Signs", Item
524, and/or as shown on the plans.
Construction signing and barricades shall conform with the latest
edition of the "Texas Manual on Uniform Traffic Control Devices,
Vol. No. 111.
20.DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any
spoil/fill material, the Contractor shall advise the Director of
the Department of Engineering acting as the City of Fort Worth's
Flood Plain Administrator ("Administrator") , of the location of all
sites where the contractor intends to dispose of such material.
Contractor shall not dispose of such material until the proposed
sites have been determined by the Administrator to meet the
requirements of the Flood Plain Ordinance of the City of Fort worth
(Ordinance No. 10056) and a flood plain permit issued. All disposal
sites must be approved by the Administrator to ensure the filling
is not occurring within a flood plain without a permit. A flood
plain permit can be issued upon approval of necessary engineering
studies. No fill permit is required if disposal sites are not in a
flood plain. Approval of the Contractor's disposal sites shall be
evidenced by a letter signed by the Administrator stating that the
site is not in a known flood plain or by a Flood Plain Fill Permit
authorizing fill within the flood plain. Any expenses associated
with obtaining the fill permit, including any necessary engineering
studies, shall be at Contractor's expense. In the event that the
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Contractor disposes of spoil/fill material at a site without a fill
permit or a letter from the Administrator approving the disposal
site, upon notification by the Director of the Department of
Engineering, Contractor shall remove the spoil/fill material at its
expense and dispose of such materials in accordance with the
Ordinance of the City and this section.
21.FINAL CLEAN-UP: Final cleanup work shall be done for this project
as soon as the work has been completed. No more than seven days
shall elapse after completion of construction before the roadway
and right-of-way is cleaned up to the satisfaction of the Engineer.
The Contractor shall make a final cleanup of all parts of the work
before acceptance by the City or its representative. This cleanup
shall include removal of all objectionable rocks, pieces of
asphalt or concrete and other construction materials, and in
general preparing the site of the work in an orderly manner and
appearance.
22. SUBSTITUTIONS: The specifications for materials set out the
minimum standard of quality that the City believes necessary to
procure a satisfactory project. No substitutions will be
permitted until the Contractor has received written permission of
the Engineer to make a substitution for the material that has been
specified. Where the term "or equal", or "or approved equal" is
used, it is understood that if a material, product, or piece of
equipment bearing the name so used is furnished, it will be
approvable, as the particular trade name was used for the purpose
of establishing a standard of quality acceptable to the City. If
a product of any other name is proposed substitutes is procured by
the Contractor. Where the term "or equal", or "approved equal" is
not used in the specifications, this does not necessarily exclude
alternative items or material or equipment which may accomplish
the intended purpose. However, the Contractor shall have the full
responsibility of providing that the proposed substitution is, in
fact, equal, and the Engineer, as the representative of the City,
shall be the sole judge of the acceptability of substitutions.
The provisions of the sub-section as related to "substitutions"
shall be applicable to all sections of these specifications.
23.PROPERTY ACCESS: Access to adjacent property shall be maintained
at all times unless otherwise directed by the Engineer.
24.CONSTRUCTION SCHEDULE: It shall be the responsibility of the
Contractor to furnish the Construction Engineer, prior to
construction, a schedule outlining the anticipated time each phase
of construction will begin and be completed, including sufficient
time being allowed for cleanup.
25.SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following
procedures will be followed regarding the subject item on this
contract:
SP-8
1) A warning sign not less than five inches by seven inches,
painted yellow with black letters that are legible at twelve
feet shall be placed inside and outside vehicles such as
cranes, derricks, power shovels, drilling rigs, pile drivers,
hoisting equipment or similar apparatus. The warning sign
shall read as follows:
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET
OF HIGH VOLTAGE LINES."
2) Equipment that may be operated within ten feet of high voltage
lines shall have an insulating cage-type of guard about the
boom or arm, except back hoes or dippers, and insulator links
on the lift hood connections.
3) When necessary to work within six feet of high voltage
electric lines, notification shall be given the power company
(TU Electric Service Co.) 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.
4) The Contractor is required to make arrangements with the TU
Electric Service Company for the temporary relocation or
raising of high voltage lines at the Contractor's sole cost
and expense.
5) No person shall work within six feet of a high voltage line
without protection having been taken as outlined in Paragraph
(3) .
26.RIGHT TO AUDIT: Contractor agrees that City shall, until the
expiration of three (3) years after final payment under this
contract is made by City, have access to and the right to examine
and photocopy any directly pertinent books, documents, papers and
records of Contractor involving transactions relating to this
contract. Contractor agrees that City shall have access during
normal working hours to all necessary Contractor facilities and
shall be provided adequate and appropriate workspace in order to
conduct audits in compliance with the provisions of this section.
Contractor further agrees to include in all its
subcontracts hereunder a provision to the effect that the
subcontractor agrees that City shall, until the expiration of three
(3) years after final payment under the subcontract, have access to
and the right to examine any directly pertinent books, documents,
papers and shall be provided adequate and appropriate work space, in
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�� :c'UI@,��9 GVa
order to conduct audits in compliance with the provisions of this
article together with Article VI. City shall give the subcontractor
reasonable advance notice of intended audits.
Contractor and subcontractor agree to photocopy such
documents as may be requested by City. City agrees to reimburse
Contractor and/or subcontractor for the cost of copies at the rates
as contained in the Texas Administrative Code at the time payment is
made.
27.CONSTRUCTION: The City of Fort Worth maintains a "CONFINED SPACE
ENTRY PROGRAM" for its employees and all contractors and their sub-
contractors must comply with this program as a condition of the
contract. All active sewer manholes, regardless of depth, are
defined as "permit required confined spaces". Contractors will be
required to complete the "CONFINED SPACE ENTRY PERMIT" used by the
Fort Worth Water Department (Field Operations Division) for each
entry and possess and use the equipment necessary to comply with
this program. The cost of complying with this program will be
considered subsidiary to the pay items involving work in confined
spaces (e.g. vacuum testing, cleaning, televising, construction,
etc.) .
NON-PAY ITEM NO. 1 - SPRINKLING FOR DUST CONTROL%
All applicable provisions of Standard Specifications Item No. 200,
"Sprinkling for Dust Control" shall apply. However, no direct payment
will be made for this item and it shall be considered incidental to this
contract.
NON-PAY ITEM NO. 2 - REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE:
All traffic buttons shall be removed from the existing asphalt surface
before resurfacing begins. The contractor shall be responsible for the
removal of all buttons. Upon completion of the job the City will install
new buttons after proper notification.
The contractor shall also be responsible for all materials, equipment and
labor to place temporary adhesive lane marking tape, at locations as
directed by the Construction Engineer, to direct traffic flow until
permanent markers are installed.
The contractor shall notify the Construction Engineer to arrange for the
replacement of the buttons and adhesive lane markers (arrows, etc.) . All
costs to the contractor shall be figured as subsidiary to this contract.
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NON-PAY ITEM NO. 3 - LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES:
The contractor shall be responsible for locating and marking all
previously exposed manholes and water valves in each street of this
contract before the resurfacing process commences for a particular street.
The contractor shall attempt to include the Construction Engineer (if he
is available) in the observation and marking activity. In any event a
street shall be completely marked a minimum of two (2) working days before
resurfacing begins on any street. Marking the curbs with paint is a
recommended procedure.
It shall be the contractors responsibility to notify the utility companies
that he has commenced work on the project. As the resurfacing is completed
(within same day) the contractor shall locate the covered manholes and
valves and expose them for later adjustment. Upon completion of a street
the contractor shall notify the utilities of this completion and indicate
the start of the next one in order for the utilities to adjust facilities
accordingly. The following are utility contact persons:
Company Telephone Number Contact Person
SBC Telephone 817-338-6202 Mr. Gary Tillory
214-384-3732 Cell
ONCOR Electric:
Downtown 817-215-6424 Mr. Scott King
Other than Downtown 817-215-6688 Mr. Robert Martinex
Oncor Gas: 817-215-4306 Mr. Roger Oliver
CPW Street Light and Signal 817-392-8100 Mr. Dwayn Cox
Mr. Roger Martin
Storm Drain 817-392-8100 Mr. Gordon Couch
Water & Sewer 817-212-2649 and Mr. Kristian Sugrim
817-925-2271
817-212-2642 and Mr. Scott Neystel
817-994-8663
Of course, under the terms of this contract, the contractor shall complete
adjustment of the storm drain and Water Department facilities, one traffic
lane at a time within five (5) working days after completing the laying of
proposed H.M.A.C. overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may
result in the shut down of the resurfacing operation by the Construction
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Engineer.
The contractor shall be responsible for all materials, equipment and labor
to perform a most accurate job and all costs to the contractor shall be
figured subsidiary to this contract.
NON-PAY ITEM NO. 4 - STORM DRAIN INLET PROTECTION:
All pulverization and overlay streets with storm drain inlets shall use
inlet protection for sediment control, in accordance with the Standard
Specifications for Public Works Construction-North Central Texas.
The contractor shall be responsible for all materials, equipment and labor
to perform a most accurate job and all costs to the contractor shall be
figured subsidiary to this contract.
NON-PAY ITEM NO. 5 - CRACK SEALING:
All cracks that develop after completion of the street resurfacing and
until the end of the 2-year warranty period shall be crack sealed with
asphalt cement AC-20, as per the Standard Specifications for Street and
Storm Drain Construction-City of Fort Worth.
The contractor shall be responsible for all materials, equipment and labor
to perform a most accurate job and all costs to the contractor shall be
figured subsidiary to this contract.
PAY ITEM NO. 1 - PROJECT DESIGNATION 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 3/4" fir plywood, grade A-C (exterior) or
better.
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These signs shall be installed on barricades or as directed by the
Engineer, and in place at the project site upon commencement of construc-
tion.
The work, which includes the painting of the signs, installing and
removing the signs, furnishing the materials, supports and connections to
the support, and maintenance shall be to the satisfaction of the Engineer.
The unit price pre bid per each will be full compensation for all labor,
material, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 2 - UTILITY ADJUSTMENT:
This item is included for the basic purpose of establishing a contract
price which will be comparable to the final cost of making necessary
adjustments required due to street improvements to water, sanitary sewer,
and natural gas service lines and appurtenances where such service lines
and appurtenances are the property owner's responsibility to maintain. An
arbitrary figure has been placed in the Proposal; however, this does not
guarantee any payment for utility adjustments, neither does it confine
utility adjustments to the amount shown in the Proposal. It shall be the
Contractor's responsibility to provide the services of a licensed plumber
to make the utility adjustments determined necessary by the Engineer. No
payment will be made for utility adjustments except those adjustments
determined necessary by the Engineer. Should the Contractor damage
service lines due to his negligence, where such lines would not have
required adjustment or repair otherwise, the lines shall be repaired and
adjusted by the 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 adjust-
ments.
PAY ITEM N0. 3 - MANHOLE ADJUSTMENT:
This item shall include adjusting the tops of existing manhole to match
proposed grade as shown on the plans, in the detail at the back of this
document or as directed by the Engineer. Standard Specification Item Nos.
450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures"
shall apply except as herein modified.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Work shall be completed and street open to
traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar
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days, a $100 dollars liquidated damage will be assessed per each manhole
per day.
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing manholes. The Engineer will field verify this
inventory and provide the Contractor replacements for broken manhole
covers. The contractor shall replace the manhole covers which are damaged
during construction at no cost to the City.
Included as part of this pay item shall be the application of a
cold-applied preformed flexible butyl rubber or plastic sealing compound
for sealing interior and/or exterior joints on concrete manhole sections,
as per current City Water Department Special Conditions.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 4 - WATER VALVE BOXES ADJUSTMENT:
Contractor will be responsible for adjusting water valve boxes to match
new pavement grade. The water valves themselves will be adjusted by City
of Fort Worth Water Department forces.
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing water valve boxes. The Engineer will field verify
this inventory and provide the Contractor replacements for broken valve
boxes. The contractor shall replace the valve boxes which are damaged
during construction at no cost to the City.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Work shall be completed and street open to
traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar
days, a $100 dollar liquidated damage will be assessed per each water
valve box per day.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 5 - WATER METER BOX ADJUSTMENT:
This item only apply when the adjacent curb and gutter has been determined
to be removed and replaced as directed by the Engineer. The adjustment
shall include raising or lowering the existing water meter box to the
proper grade.
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The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 6 - REMOVAL AND REPLACEMENT OF CONCRETE CORS AND GUTTER:
These provisions require the contractor to remove all failed existing curb
and gutter, as designated by the Construction Engineer, and replace with
standard concrete curb and gutter, laydown curb and gutter, or in like
kind, as governed by the standard City Specifications, Item No. 104
"Removing Old Concrete", Item No. 502 "Concrete Curb and Gutter", and
Drawing Nos. S-S2 through S-S4. Pay limits for laydown curb and gutter
are as shown in Drawing No. S-S5 of the Standard Specifications.
Contractor shall sawcut the curb and gutter and pavement prior to removal.
Included, and figured subsidiary to this unit price, will be the required
sawcut excavation, as per specification Item No. 106 "Unclassified Street
Excavation", into the street to aid in the construction of the curb and
gutter. The pay limit will be 9" out from the gutter lip, with same day
haul-off of the removed material to a suitable dump site. The street void
shall be filled with H.M.A.C. Type "D" mix as per TxDOT Specifications for
"Construction and Maintenance of Highways, Streets, and Bridges-,
specification Item No.300 "Asphalts, Oils, and Emulsions", and CFW
Standard specification Item No. 304 "Prime Coat" and Item No. 312 "Hot Mix
Asphaltic Concrete" and compacted to standard City densities. Top soil as
per specification Item No. 116 "Top Soil", if needed, shall be added and
leveled to grade behind the curb. Existing improvements within the parkway
such as water meters, sprinkler system, etc. damaged during construction
shall be replaced with same or better at no cost to the City.
Backfill for curb and gutter shall be completed within fourteen (14)
calendar days from the day of demolition to date of completion. If the
contractor fails to complete the work within fourteen (14) calendar days,
a $100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY-ITEM NO. 7 - REMOVAL AND REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of existing concrete
driveways, due to deterioration or in situations where curb and gutter is
replaced to adjust grades to eliminate ponding water with same day haul-
off of the removed material to a suitable dump site. For specifications
governing this item see Item No. 104 "Removing Old Concrete", Item No.
504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway
are as shown in Drawing No. S-SS of the Standard Specifications.
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The unit price bid per square yard shall be full compensation for all
labor, material, equipment, supplies, and incidentals necessary to
complete the work.
PAY-ITEM NO. 8 - REMOVAL AND REPLACEMENT OF 4" CONCRETE SIDEWALK:
This item shall include the removal and replacement of existing concrete
sidewalk due to failure or in situation where curb and gutter is replaced
to adjust grades to eliminate ponding water with same day haul-off of the
removed material to a suitable dump site. For specifications governing
this item see Item No. 104 "Removing Old Concrete", and Item No. 504
"Concrete Sidewalk and Driveways".
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, supplies, and incidentals necessary to
complete the removal and replacement work.
PAY-ITEM NO. 9 - REMOVAL AND REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE:
The contractor shall remove all existing deformed H.M.A.C. pavement and/or
bad base material that shows surface deterioration and/or complete
failure. The Engineer will identify these areas upon which time the
contractor will begin work. The failed area shall be saw cut, or other
similar means, out of the existing pavement in square or rectangular
fashion. The side faces shall be cut vertically and all failed and loose
material excavated. As a part of the excavation process, all
unsatisfactory base material shall be removed, if required, to a depth
sufficient to obtain stable sub-base. The total depth of excavation could
range from a couple of inches to include the surface-base-some sub-base
removal for which the Engineer will select the necessary depth. The
remaining good material shall be leveled and uniformly made ready to
accept the fill material. All excavated material shall be hauled off site,
the same day as excavated, to a suitable dump site.
After satisfactory completion of removal as outlined above, the contractor
shall place the permanent pavement patch, with Type "D" surface mix. This
item will always be used even if no base improvements are required. The
proposed H.M.A.C. repair shall match the existing pavement section or the
depth of the failed material, whichever is greater. However, the patch
thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C.
pavement thickness will not exceed 611. Before the patch layers are
applied, any loose material, mud and/or water shall be removed. A liquid
asphalt tack coat shall be applied to all exposed surfaces. Placement of
the surface mix lifts shall not exceed 3 inches with vibrator compactions
to follow each lift. Compactions of the mix shall be to standard densities
of the City of Fort Worth, made in preparation to accept the recycling
process.
C.7
r ((��moi. '�
SP-16 v} A ,C.71 vI �5 {�2)1
All applicable provisions of Standard Specification Item Nos. 300
"Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix
Asphaltic Concrete" shall govern work.
The unit price bid per cubic yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY-ITEM NO. 10 - GRADED CRUSHED STONES:
This item shall be used to repair the failed base material in areas exceed
8" deep as directed by the Engineer. The material shall be graded crushed
stone.
For specifications governing this item see Item No. 208 "Flexible Base".
The unit price bid per cubic yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
PAY-ITEM NO. 11 - WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE:
1. Description
This item shall consist of milling the existing pavement from the lip
of gutter at a depth of 2" and transitioning to match the existing
pavement (0" cut) at a minimum width of 51 . The existing pavement to
be milled will either be asphalt, concrete, or brick pavement. The
removal and disposal of the milled materials shall be as directed by
the Engineer. The milled surface shall provide a smooth surface free
from gouges, ridges, oil film, and other imperfections of workmanship
and shall have a uniform textured appearance. In all situations where
the existing H.M.A.C. surface contacts the curb face the wedge milling
shall include the removal of the existing asphalt covering the gutter
up to and along the face of curb.
The wedge milling operations for this project will be performed in a
continuous manner along both sides of the street. Details of milling
locations are at the back of this document. Contractor is required to
begin the overlay, within five (5) calendar days from the date of the
wedge milling completion of any one street. Should the contractor fail
to meet this condition, the wedge milling will be shut down, and
liquidated damage of $500.00 per day per street will be assessed until
all wedge milled streets are overlayed. The overlay, once begun on a
street shall continue uninterrupted until complete.
The Contractor shall haul-off the removed material to a suitable
dumpsite.
SP-17
2. Equipment
The equipment for removing the pavement surface shall be a power
operated milling machine or other equal or better mechanical means
capable of removing, in either one pass or two passes, the necessary
pavement thickness in a five-foot minimum width. The equipment shall
be self-propelled with sufficient power, traction and stability to
maintain accurate depth of cut and slope.
The machine shall be equipped with an integral loading and reclaiming
means to immediately remove material being cut from the surface of the
roadway and discharge the cuttings into a truck, all in one operation.
Adequate back-up equipment (mechanical street sweepers, loaders, water
truck, etc.) and personnel will also be provided to keep flying dust
to a minimum and to insure that all cuttings are removed from street
surface daily. Stockpiling of planed material will not be permitted on
the project site unless designated by the Engineer. The machine shall
be equipped with means to control dust created by the cutting action
and shall have a manual system providing for uniformly varying the
depth of cut while the machine is in motion thereby making it possible
to cut flush to all inlets, manholes, or other obstructions within the
paved area. The speed of the machine shall be variable in order to
leave the desired grid pattern specified under Surface Texture.
The unit price bid per linear feet shall be full compensation for all
labor, material, equipment, tools, and incidentals necessary to
complete the work.
PAY-ITEM NO. 12 - BUTT JOINTS - MILLED:
Description:
This item requires the contractor to mill "butt joints" into the existing
surface, in association with the wedge milling operation (PAY ITEM N0. 11)
to the depth and at locations as described below. The butt joint will
provide a full width transition section, whereby the new overlay shall
maintain constant depth at the point the new overlay is terminated and the
new surface elevation matches the existing pavement. The construction
activities, performance standards and equipment needed for the butt joints
milling operations shall be governed by the special provisions of Pay Item
No. 11 - Wedge Milling. The configuration of the butt joints is described
in more detail below. General details of butt joint locations - along
with wedge milling in general - are shown in plan form at the back of this
document.
Construction Details:
Prior to the milling of the butt joints, the contractor shall consult with
SP-1s
the construction Engineer for proper location of these joints and verify
that the selected limits of the projects street are correct.
The general locations for butt joints are at all beginning and ending
points of streets listed in the project and as more graphically detailed
at the back of this specification book. The joints are also required on
both sides of all railroad tracks and concrete valley gutters, bridge
decks and culverts and all other items which transverse the street and end
the continuity of the asphalt surface. Each butt joint shall be 20 feet
long and milled out across the full width of the street section to a
tapered depth of 211. This milled area shall be tapered within the 20 feet
to a depth from 0" to 2" at a line adjacent to the beginning and ending
points or intermediate transverse items. This butt joint - when overlayed
- will consist of an asphalt section that will transition the new overlay
to match the existing pavement elevation.
The contractor shall provide a temporary wedge of asphalt at all butt
joints to provide a smooth ride over the bump.
Measurement and Payment:
Butt joints as prescribed above, will be measured by the unit of each butt
joint milled. The disposal of excess material involved will not be
measured for payment.
Each butt joint-milled, measured as above, complete-in place-in accordance
with these specifications, will be paid for at the unit price shown in the
proposal for "Butt Joints". The unit price bid per each shall be full
compensation for all.milling, including material haul-off, tools, labor,
equipment and incidentals necessary to complete the required work.
PAY-ITEM NO. 14 - 2" H.M.A.C. (TYPE "D" MIX) POLYMER MODIFIED ASPHALT
CEMENT SURFACE COURSE:
The Type "D" mix shall consist of a Polymer Modiped Asphalt Cement PG
70-22 as per TxDOT Specifications for "Construction and Maintenance of
Highways, Streets, and Bridges", Item No. 300 "Asphalts, Oils, and
Emulsions", and CFW Standard specification Item No. 304 "Prime Coat" and
Item No. 312 "Hot Mix Asphaltic Concrete" and compacted to standard City
densities.
City of Fort Worth Standard Specification 312.5 (1) shall be revised as
follows: The prime coat, tack coat, or the asphaltic mixture shall not be
placed unless the air temperature is fifty (50) degrees Fahrenheit and
rising, the temperature being taken in the shade and away from artificial
heat. Asphaltic material shall also not be placed when the wind conditions
are unsuitable in the opinion of the Engineer.
SP-19
The contractor shall furnish batch design of the proposed hot mix
asphaltic concrete for City approval 48 hours prior to placing the
H.M.A.C. overlay. The City will provide laboratory control as necessary.
The unit price bid per square yard of H.M.A.C. complete and in place,
shall be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO. 15 - REMOVAL AND REPLACEMENT OF 7" CONCRETE VALLEY GUTTER:
This item shall include the removal and reconstruction of existing
concrete valley gutters at locations to be determined in field by the
Construction Engineer.
Removal of existing concrete valley, asphalt pavement, concrete base, curb
and gutter, and necessary excavation to install the concrete valley
gutters all shall be subsidiary to this pay item. Furnishing and placing
of 2:27 concrete base and crushed limestone to a depth as directed by the
Engineer and necessary asphalt transitions as shown in the concrete valley
gutter details, shall be subsidiary to this Pay Item.
See standard specification Item No. 314, "Concrete Pavement", Item 312
"Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item
No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base",
Drawing No. S-S6 and detail enclosed. Measurement for final quantities of
valley gutter will be by the square yard of concrete pavement and the curb
and gutter section will be included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu
of Crushed Stone at no additional cost. See Item No. 314 "Concrete
Pavement".
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Contractor shall work on one-half of
Valley Gutter at a time, and the other half shall be open to traffic. Work
- shall be completed on each half within seven (7) calendar days.
If the contractor fails to complete the work on each half within seven (7)
calendar days, a $100 dollars liquidated damage will be assessed per each
half of valley gutter per day.
The unit price bid per square yard for Concrete Valley as shown on the
proposal will be. full compensation for materials, labor, equipment, tools
and incidentals necessary to complete the work.
PAY-ITEM NO. 16 - NEW 7" CONCRETE VALLEY GUTTER:
This item shall include the construction of concrete valley gutters at
SP-20
various locations to be determined in field by the Construction Engineer.
Removal of existing, asphalt pavement, concrete base, curb and gutter, and
necessary excavation to install the concrete valley gutters all shall be
subsidiary to this pay item. Furnishing and placing of 2:27 concrete base
and crushed limestone to a depth as directed by the Engineer and necessary
asphalt transitions as shown in the concrete valley gutter details shall
be subsidiary to this Pay Item.
See standard specification item No. 314, "Concrete Pavement", Item 312
"Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item
No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Sass",
Drawing No. S-S6 and detail enclosed. Measurement for final quantities of
valley gutter will be by the square yard of concrete pavement and the curb
and gutter section will be included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu
of Crushed Stone at no additional cost. See Item No. 314, "Concrete
Pavement".
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Contractor shall work on one-half of
valley gutter at a time, and the other half shall be open to traffic. Work
shall be completed on each half within seven (7) calendar days.
if the Contractor fails to complete the work on each half within seven (7)
calendar days, a $100 dollars liquidated damage will be assessed per each
half of valley gutter per day.
The unit price bid per square yard for Concrete valley as shown on the
proposal will be full compensation for materials, labor, equipment, tools
and incidentals necessary to complete the work.
PAY-ITEM NO. 17 - NEW 4" STANDARD WHEELCHAIR RAMP:
This item shall include the construction of standard concrete wheelchair
ramps at various locations to be determined in field by the Construction
Engineer.
The removal of existing substandard wheelchair ramps and sidewalk as
required for the installation of new wheelchair ramps shall be subsidiary
to this pay item. The removal and replacement of existing curb and gutter
as required for the installation of new wheelchair ramps shall be included
in Pay Item 6 (Removal and Replacement of Curb and Gutter) . Pay limits for
laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR-
1) . The pay limit will extend from 9" outside the lip of gutter to 15"
back from the face of curb. Any asphalt tie-in shall be subsidiary to the
curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will
start 15" back from the face of curb and encompass the remainder of the
SP-21 ,, °1 `010°1D
+J�.�
ramp and sidewalk.
All applicable provision of standard Specifications Item 104 "Removing Old
Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as
herein modified.
All concrete flared surface shall be colored with LITHOCHROME color
hardener as manufactured by L.M. Scofield Company or equal. The color
hardener shall be brick red color and dry-shake type, and shall be used in
accordance with manufactures instructions. Concrete stain may be applied
after concrete is poured (Product sold by BAER) .
"Contractor shall provide a colored sample concrete panel of one foot by
one foot by three inches dimension, or other dimension approved by the
Engineer, meeting the aforementioned specification. The sample, upon
approval by the Engineer, shall be the acceptable standard to be applied
for all construction covered in the scope of this pay item.
The method of application shall be by screen, sifter, sieve or other means
in order to provide for a uniform color distribution."
The unit price bid per square yard for 4" standard wheelchair ramp as
shown on the proposal will be full compensation for materials, labor,
equipment, tools and incidentals necessary to compete the work.
PAY-ITEM NO. 18 - 6" PERFORATED PIPE SUBDRAIN:
This item shall consist of furnishing and installing 6" perforated
subdrain and filter material all as shown on the enclosed details, or as
directed by the Engineer.
All applicable provision of standard Specifications Item 500 "SQBDRAINS"
shall apply except as herein modified. The pipe material shall be poly
vinyl chloride (PVC) with the standard dimensional ratio of 35 (SDR35) and
meet the ASTM D 1784. Filter fabric shall have the capability of passing
ground water without transporting the soil placed around the filter
fabric. The fabric shall be constructed exclusively of synthetic
thermoplastic fibers and may be either woven or nonwoven to form a mat of
uniform quality. Fabric fibers may be either continuous or discontinuous
and oriented in either a random or a aligned pattern throughout the
fabric. The fabric shall be mildew resistant, rot proof, shall be
satisfactory for use in a wet soil and aggregate environment, contain
ultraviolet stabilizers and have nonravelling edges.
The fabric shall most the following requirements when sampled and tested
in accordance with the methods indicated:
Test Original Physical Method Requirements
Properties
SP-22
Fabric weight, on an ambient SDHPT Test Method Tex- 4.0 minimum for
temperature air-dried tension 616-J"Testing of under drains and
free sample, expressed in Construction Fibers" Slope Stabilisation,
oz/sq. yd. 6.0 minimum for
Gabions Revetment
Water flow rate by falling Tex-616-J 80 minimum
head method, 7.9 inches (20
cm) to 3.9 inches (10 cm) on
2 inch ID cylinder with 1
inch diameter orifice, with
flow rate expressed in
gal/sq. ft/minute.
Breaking load in either ASTM Designation: D 100 minimum
machine or cross-machine 1682 grab method G as
direction, expressed in modified by Tex--616-J
pounds.
Equivalent opening size (IIS COP-02215, IIS Army 70 to 100
Standard sieve no.) Corps of Engineers,
Civil Works
Construction Guide
Specification.
"Plastic Filter
Fabric", Nov. 1977.
"Apparent elongation" at ASTM Designation: D 100 maximum
breaking load in either 1682 grab method G as
machine or cross-machine modified by Tex-616-J
direction, expressed as
percent.
The "Filter Fabric" shall be installed in accordance with the
manufacturer's recommendations, as indicated or as directed by the
Engineer. When lapping is required, it shall be in accordance with the
manufacturer's recommendations. Backfilling around the Filter Fabric shall
be done in such a way as not to damage the Filter Fabric material during
the placement.
The unit price bid per L.F. shall be full compensation for all labor,
materials, equipments, tools, and incidentals necessary to complete the
work.
PAY-ITEM NO. 21 - 8" PAVEMENT PULVERIZATION:
Contractor shall pulverize the existing pavement to a depth of 8". After
pulverization is completed, contractor shall temporarily remove and store
SP-23
the 8" deep pulverized material, then cut the base 2" to provide place for
the new 2" H.M.A.C. surface. The 2" base cut shall start at a depth of 8"
from the existing pulverized surface. After the undercut operation is
completed, contractor shall spread, mix, and compact the pulverized
material to a 95% compaction per City's Standard Specifications or as
directed by the Engineer in the field. A 3.5% portland cement shall be
used to mix the pulverized material.
If the existing pavement has a combination of 10" H.M.A.0 and crushed
stone/gravel, undercut will not be required, the contractor will pulverize
10" inches, the 2" inch cut will be taken from the 10" pulverized
material.
Pulverization shall start within (ten) 10 calendar days after all concrete
work has been completed on a street. If the contractor fails to begin the
work within ten (10) calendar days, a $200 dollars liquidated damage will
be assessed per block per day.
After the pulverized material is cured, the contractor shall overlay it
with 2" H.M.A.C. surface within five (5) calendar days. If the contractor
fails to begin the work within five (5) calendar days, a $200 dollars
liquidated damage will be assessed per block per day.
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, tools, and incidentals necessary to pulverize,
remove and store the pulverized material, undercut the base, mixing,
compaction, haul off, sweep, and dispose of the undercut material.
The 2" H.M.A.C. surface will be paid by separate item.
PAY-ITEM NO. 23 - REMOBILIZATION:
This item shall compensate the Contractor to remobilize personnel,
equipment, supplies, and material to perform an additional work as
directed by the Engineer. Remobilization will be considered when concrete
"Flat-work" has been completed, personnel and equipments were demobilized,
and the street is clean and ready for the overlay. Remobilization shall be
determined by the Engineer. Any Remobilization without the approval of the
Engineer will not be compensated.
The unit price per bid per each will be full compensation for all labor,
equipment, material, tools, and all incidentals necessary to complete the
work.
PAY-ITEM NO. 24 - UNCLASSIFIED STREET EXCAVATION:
SP-24
This item will be used if additional excavation is needed that is not
covered by Pay Item No. 21 - "8" PAVEMENT PULVERIZATION". Additional
Excavation is the removal of the excessive crown and base to bring the new
base to proper "grade & City standard specifications for street
reconstruction. All applicable provisions of Item No. 106 "Unclassified
Street Excavation" shall apply, work shall be paid per cubic yard.
PAY ITEM NO. 25 - REMOVAL AND REPLACEMENT OF TOP OF 5' DRAINAGE INLETS:
This item shall include the removal and replacement of a 7" thick drainage
inlet top of 5 -foot drainage inlet openings on Beach Street. The removal
and replacement of the drainage inlet top shall be in accordance with
Standard Specification Item NO. 4"50 'Adjusting Manholes and Inlets", as
shown in the Drawing S-S02 and as directed by the construction engineer.
The unit price per bid per each will be full compensation for all labor,
equipment, material, tools, and all incidentals necessary to complete the
work.
PAY ITEM NO. 26 - PAINT REPLACEMENT OF HOUSE ADDRESS ON CURB REMOVED &
REPLACED:
This item shall include paint replacement of house address on curb and or
driveway radiuses that are removed and replaced in this contract. The
background shall be white reflective safety paint and the letters shall be
black exterior concrete enamel paint as directed by the construction
engineer. The minimum size for the background shall be 6" wide x 16" long
and the minimum size for the letters shall be 4" high or as directed by
the construction engineer.
The unit price per bid per each will be full compensation for all labor,
equipment, material, tools, and all incidentals necessary to complete the
work.
END OF SECTION
SP-25
EQUIPMENT SCHEDULE
List of Equipment owned by Bidder that is in serviceable condition
and available for use:
Portions of work Bidder proposes to sublet in case of Award of
Contracts including amount and type:
EXPERIENCE RECORD
List of projects your or anization has successfully completed:
Amount Of Contract Type of Work Date Accepted Name and Address of Owner
Award
List of projects your organization is now engaged in completing:
Amount Of Contract Type of Anticipated Name and Address of Owner
Award Work Date of
Completion
List Surety Bonds in force on above incomplete work:
Date of Contract Award Type of Work Amount of Name and Address of
Bond Bond Surety
ACORDCERTIFICATE OF LIABILITY INSURANCE DATE 1o(M(MM/DD/YY)
WrsooS
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Allied N. America Corp. of Tx ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
12770 Colt Road, Suite 750 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Dallas, TX 75251
(972)455-1400 F:(972)3874837 INSURERS AFFORDING COVERAGE
INSURED INSURER A: Amer Guarantee dr Llab Ins Co
JRJ Paving, LP INSURER B: Great American Insurance Co
P. O. Box 2136 INSURER C:
rel Denton, Texas 76202 INSURER D:
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSRTYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONLIMITS
LTR DATE MM/DD/YY DATE MM/DD/YY
GENERAL LIABILITY EACH OCCURRENCE 1 000 00o
A X COMMERCIAL GENERAL LIABILITY GLO3994391 08/29/05 08/29/06 FIRE DAMAGE(Any one fire500 000
CLAIMS MADE [-X I OCCUR MED EXP(Any oneperson) 50,000
PERSONAL&ADV INJURY 1,000,000
GENERAL AGGREGATE 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP AGG 2 000 000
POLICY X PRO-
JECT
RO LOC
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 000 ow
A X ANY AUTO TAP5115726 08/26/05 08/29/06 (Ea accident) + +
ALL OWNED AUTOS BODILY INJURY
SCHEDULED AUTOS (Per person) $
X HIRED AUTOS BODILY INJURY $
X NON-OWNED AUTOS
(Per accident)
PROPERTY DAMAGE $
(Per accident)
GARAGE LIABILITY AUTO ONLY.EA ACCIDENT
ANY AUTO EA ACC
OTHER THAN
AUTO ONLY: AGG
B EXCESS LIABILITY TUU6627691 08/29/05 08/29/06 EACH OCCURRENCE 10,000,000
X OCCUR a CLAIMS MADE AGGREGATE 10,000,W0
^IIDEDUCTIBLE
,E RETENTION $ STAT $
A WORKERS COMPENSATION AND WC3994389 08/29/05 08(29/06 X TORY IMITSI J_ER
EMPLOYERS'LIABILITY
E.L.EACH ACCIDENT 1000 000
E.L.DISEASE.EA EMPLOYEE 1 000 o00
T_ E.L.DISEASE.POLICY LIMIT $ 1,000,000
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
Project: H.M.A.C. Surface Overlay (2005-13) m If required by
written contract signed by Named Insured, the City of Fort Worth, Its
officers, employees and servants are named Additional Insured for
coverages except Workers' Compensation and Is provided Waiver of
Subrogation for Workers'Compensation.
CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION r 4^
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES E�('i4 �� O �Pl TION
�. q r:PT
DATE THEREOF,THE ISSUING INSURER WILL ENDE OR 1 IN9YIL /� RI N
0 J
NOTICE TO THE CERTIFICATE HOLDER NAMED TO T1 E LE4 BUT:PAt TJ 0 S LL
-City o f Fort Worth IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND POKE'' S$ i, 1Sa\1PTS O
1000 Throckmorton Street REPRESENTATIVES.
Fort Worth, Texas 76102 AUTHORIZED REPRESENTA
ACORD 25-S(7/97) @ACORD66RPORATION 1988
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it
provides workers' compensation insurance coverage for all of its employees employed on City
of Fort Worth Department of Engineering No.4886 and City of Fort Worth Project No. GS93-
020930522760.
CONTRACTOR
JRJ Paving, L.P.
By:
Name: Marty Murphy
Title: Manager/Estimating
Date: L1, -2-0 �
STATE OF TEXAS §
COUNTY OF TARRANT §
Before m the undersigned authority, on this day personally appeared
Qf known to me to be the person whose name is subscribed to the
foregoiriVinstrurAent,uand acknowledged to me that he executed the same as the act and deed
of JRJ Paving, L.P. for the purposes and consideration therein expressed and in the capacity
therein stated.
Given Under My Hand and Seal of Office this
17 day of 20 .
,PTIP IIi ��C/l_YV Y/-
,ao.*.. .�.;�.,= tart'Pu LA F.S to of T Notary Public in and for the State of Texas
_ Notary Public,State of Texas
My Commission Expires
1=0110;�` April 08, 2009
Bond No. 08802869
1
PERFORMANCE BOND
1 THE STATE OF TEXAS §
(NOW ALL BY THESE PRESENTS:
1 COUNTY OF TARRANT §
Colonial American Casualty and
1 That wo (1) JRJ Paving, L.P. as Principal herein, and (.) Surety Company , a corporation
organized under the laws of the State of(3) Maryland ,and who is authorized to issue surety bonds in the State
of Texas, Surety herein, are held and firmly bound unto the City of Fo t Worth, a municipal corporation located in
Tarrant and Denton C011itties,Texas,Obligee herein,in the sum of:
'Five ffpndred Eighty-eight Thousand Nine Hundred Forty-eight an no/100................................................
($S ,948.001 Dollars for the payment of which sum we bind ourselves,our heirs,executors,administrators,
successors and assigns,,jointly and severally,firmly by these presents.
WHEREAS, Principal has entered into a certain contract wid. the Obligea dated the ZM of September
2005 a copy of which is attached hereto and made a part hereof,for the :onstruction of
H.M.A.C. SURFAQ 0YCRLAY 2005-13 at Ve.RTOUS LOCATIO1(S
NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform
the work in accordance with the plans, specifications, and contract do euments and shall fully indemnify and hold
harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and
reimburse and repay Obligee for all outlay and expense that Obligee r iay incur in making good.such default, then
this obligation shall be void;otherwise,to remain in full force and effer t.
J
J
J
J
J
--------------
pROVIDED, HOWEVER, that this bond is executed ptusuan to Chapter 2253 of the Texas Government
- Code, as amended, and all liabilities on this bond shall be determine( in accordance with the provisions of such
statute,to the same extent as if it were copied at length herein.
' fN WITNESS WHEREOF, the duly authorized representat ves of the Principal and the Surety have
executed this instrument.
' STGNF-D and SEALED this 27thof Septetnl3er,2op5.ATTEST-favi ia.I-P.
' (Principal)Secretary pRINCII'AL(4
BY:
Title:_Xgrty rrurahv. anager/Estimatins
(SEA,) PO Box 2136
Deaton,TX 76207
(Address)
' Colonial American Casualty and SnYsty Company
Witness as TA Prin final .1
Surety
-• ddress BY:
'
AT
ST: Robbi Morales, (Attorney-in-fact) St-Attorney-in-fact
( u ty)Secretary 2711 N. Haskell Ave. , Suite 800
75204-.
(Address)
(SEAL) NOTE: Date of.Bond must not be
prior to date of Contract
(1) Correct Name of Contractor
(2) Correct name of Surety
(3) State of incorporation of Surety
Telephone n6raber of surety must be stated.
' Tn addition,an original copy of Power of
Attorney shall be attached to Bond by
Attorney-in-Fact.
'
The date of bond shall not be prior to date of
Contract.
- ' Witness as to Surety
2711 N. Haskell Ave. , Suite 800, Dallas, TX 75204
(Address)
' e
f
i
Bond No. 08802869
PAYNIE14T BOND
THE STATE OF TEXAS §
§ )NOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
Colonial American Casualty
That we,(1).1Ri Paying,L.P.,as Principal herein,and(2) and Surety Company a
corporation organized and existing under the laws of the State of(3)Xaryland as surety, are held and
firmly bound unto the City of Fort Worth, a municipal corporation loci red in Tarrant and Denton Counties,Texas,
Obligee herein., in the amount of Five Hlirldred Eighty-eiabt Tl ousand Nine Hundred Forty-eight and
W10%.......................... Dollars ($588,948.00) for the payment wh•Teof, the said Principal and Surety bind
MR themselves and their heirs, executors, administrators, successors and a signs,.jointly and severally, firmly by these
presents:
WHEREAS,the Principal has entered into a certain written co ttract with the Obligee dated the 27th day of
September,2005,which contract is hereby referred to and made a part hereof as if fully and to the same extent as if
copied at length,for the following project:
U.M.A,C.SURFACE OVERLAY 2005-13 a t VARIOUS LOCATTQNS
i
NOW, TIIEREFORE, THE CONDITION OF THIS 013LIG MON IS SUCH, that if the said Principal
shall faithfully make payment to each and every claimant(as defined i i Chapter 2253,Texas Government Code, as
amended)supplying labor or materials in the prosecution of the work w ides the contract,then this obligation shall be
void;otherwise,to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuat t to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on this bond shall be determine d in accordance with the provisions of said
statute,to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representa ives of the Principal and the Surety have
executed this instrument.
SIGNED and SEALED this 27th day of,September 2005,
IRJ Pavina, L.P.
'RINCIPA
ATTEST: 3y:
dame: Marty Mu"hy
(Principal) Secretary
ritie: Manager/Estimating
(S E A L) kddress: PO Box 2136
Denton, TX 76207
.. Witness as to Principal
Colonial American Casualty and Surety Company
SURETY
A EST: 3y: �. r �d�
Vame: Robbi Morales
Secretary UAttorney in Fact
(S E A L) Address: 2711 N. Haskell-Ave. . Suite 800
Dallas, TX _5204
Witness as to Surety Telephone Number. 214/989-J000
NOTE: (1) Correct name of Principal (Contracto ).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date o'Contract.
Bond No. 08802869
MAZMANCE B0ND
TTS STATE OF TBXAS
COUNTY OF TA.RRANT
Colonial American Casualty
That JRJ Paving, L.P. ("Contractor"), as principal, a id and Surety Company a
corporation organized under the laws of the State of Maryland ("Surety"), do hereby
J acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal
Corporation chartered by virtue of Constitution and law a of the State of Texas, ("City") in Tarrant
County, Texas, the sum of Five Hundred Eighty-eight 'thousand Nine Hundred Forty-eight and
no/1 00.. ..................... .......................................................I........................ Dollars
($588,948.00), lawful money of the United States, for pay rent of which sum well and truly be made
_ unto said City and its successors, said Contractor and Su-ety do hereby bind themselves, their heirs,
executors, administrators, assigns and successors,jointly s nd severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered nto a written Contract with the City of Fort
Worth, dated the 27th of September, 2005, a copy of whic i is hereto attached and made a part hereof,
for the performance of the following described public impro,rements:
H.M.A.C. SURFACE OVERLAY 2005-13 at VARIOUS LOCATIONS
the same being referred to herein and in said contract a: the Work and being designated as project
' number(s) GS93-020930522760 and said contract, incl.iding all of the specifications, conditions,
-� addenda, change orders and written instruments referre I to therein as Contract Documents being
incorporated herein and being made a part hereof; and,
.. WHEREAS, in said Contract, Contractor binds itsE If to use such materials and to so construct
the work that it will remain in good repair and condition fo• and during a period of after the date of the
final acceptance of the work by the City; and
' WHEREAS, said Contractor binds itself to mair tain said work in good repair and
condition for said term of Two Z ears; and
WHEREAS, said Contractor binds itself to repair c r reconstruct the Work in whole or in
_ part at any time within said period, if in the opinion of V ie Director of the City of Fort Worth
Department of Engineering, it be necessary; and,
r
r
1
_ WHEREAS, said Contractor binds itself, upon recei/ing notice of the need therefore to
R 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 witl 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 th? City shall have and recover from
Contractor and Surety damages in the premises as prescrib�d by said Contract.
This obligation shall be a continuing one and succe:;sive recoveries may be had hereon
for successive breaches until the full amount hereof is exha fisted.
JIN WITNESS WHEREOF, this instrument is execute i in 4 counterparts, each of which
shall be deemed an original, this 27th day of S®ptember, A D. 2005.
ATTEST: JRJ Pa Ping, L.P.
(S E A L) Contrac tar
APA 4rLY-d V
BY
Secretary Name:_ Marty Murphy
Title:— Man�s F f F RX i ma i n g
r
r
ATTEST: Colonial American Casualty and Surety Company
(S E A L) Surety
r .�
By��-��
Secretary Narne:_Robbi Morales
Title:_Attorney-in-fact
1 2711 N. Haskell Ave. , Suite 800
Dallas, TX 75204
Addres 5
I
f
r
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,and the
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,corporations of the Statyaryland, by PAUL C.
ROGERS,Vice President, and T.E.SMITH,Assistant Secretary,in pursuance ofAudtp ' y Article VI,Section 2,
of the By-Laws of said Companies, which are set forth on the reverse sid d�uWl ere4 `igied to be in full force
�+ and effect on the date hereof,does hereby nominate,constit € qr tt)ecr' ? RNELL,Robbi
MORALES,Lisa M.BONNOT,Anuj JAIN, i `�c�) er�,, �� R.,all of Dallas,Texas, EACH
its true and lawful agent and Attorney-i� �c O I cu ,�je�11 �i for,and on its behalf as surety,and as its
act and deed: any and allyl adiik� cins (1lios on behalf of Independent Executors,Community
Survivors and Co=dVJ51and
a pans. aid� n of such bonds or undertakings in pursuance of these presents,
shall be as binding � amply,to all intents and purposes,as if they had been duly executed
and acknowledged b.. rl} acted officers of the Company at its office in Baltimore,Md.,in their own proper
persons. This power rney revokes that issued on behalf of Jerry P.ROSE,Don E.CORNELL,Robbi MORALES,Lisa
M. BONNOT,Kathleen DAY,Sheila YOUNG,Christopher J. KUTTER,Luke J.NOLAN,Anuj JAIN,dated July 31,2002.
The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI,
Section 2,of the By-Laws of said Companies,and is now in force.
.w
IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and
affixed the Corporate Seals of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL
AMERICAN CASUALTY AND SURETY COMPANY,this 19th day of April,A.D. 2004.
ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
'*'p OEPOSI`C. 046ftVft
Awl
Y
T. E. Smith Assistant Secretary Paul C. Rogers Vice President
`* State of Maryland
ss:
City of Baltimore }
On this l9th day of April, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND
SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the
+ preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and
each for himself deposeth and saith, that they are the said officers of the Companies aforesaid,and that the seals affixed to the
preceding instrument is the Corporate Seals of said Companies,and that the said Corporate Seals and their signatures as such
wr
officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
on
01"4"b
Dennis R. Hayden Notary Public
My Commission Expires: February 1,2005
POA-F 168-0589
EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND
"Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior
Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee,
shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident
Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to .,
authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations,
policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in
the nature of mortgages,...and to affix the sea]of the Company thereto."
EXTRACT FROM BY-LAWS OF COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
"Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior
Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee,
shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident
Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to
authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations,
policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in
the nature of mortgages,...and to affix the seal of the Company thereto."
CERTIFICATE
I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, do hereby certify that the foregoing Power of
Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice-President who
executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors
to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the respective By-Laws of the FIDELITY AND
DEPOSIT COMPANY OF MARYLAND,and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the
Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on
the 10th day of May, 1990 and of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY _
COMPANY at a meeting duly called and held on the 5th day of May, 1994.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically
reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or
hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and
binding upon the Company with the same force and effect as though manually affixed."
IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies,
this 27th day of September 2005
0�
Assistant Secretury ..
0
ZURICH
IMPQRTANT DISCLQSIMd
Fidelity and Deposit Company of Maryland, Colonial American Casualty and Surety Company, Zurich American
Insurance Company, and American,.G3uarantee and Liability Insurance Company are making the following
informational disclosures in compliance with The Terrorism Risk Insurance Act of 2002. No action is required on your
part.
Disc s fe aL Tor[grrkm Praingm
The premium charge for risk of loss resulting Froin acts of terrorism(as defined in the Act)under this bond is
waived_. This amount is reflected in the total premium for 1$is bond,
Disclosure of Avnhbilltv,� of Coverage for nrro�,rism Losses.
As-required by the Terrorism Risk Insurance Act of 2002, we have made available to you coverage for losses resulting
from acts of terrorism(as defined in the Act)with terms, amounts, and limitations that do not dimer materially as those
• for losses arising from events other than acts of terrorism.
Disclosure of Federal Share of Insurance Qmaanv'j Terrorism Losses
The Terrorism Risk Insurance Act of 2002 establishes a mechanism by which the United States government will share
In iasurance company losses resulting from ads of terrorism(as-defined In the Act)after a insurance company has paid
bases in excess of an annual aggregate deductible. For 2002,the insurance company deductible is 1%c,f direct earned
premium in the-prior year for 2003, 7%of direct earned premium in the prior year,for 20(M, 10%of direct earned
premium in the prior year;and for 2005, 15%of direct earned premium In the prior year. The federal share of an
kwurance company's losses above its deductible Is 900%. In the event the Uctlted States government participates in
losses,@re United States government may direct insurance companies to-collect a terrorism surcharge from
policyholders. The Act does not currently provide for insurance industry or United States government participation in
terrorism losses that exceed $100 billion In any one calendar year.
Nfinitlon of Act off"Terrorism
The Terrorism Risk Insurance Act defines "act of terrorism" as any act that is certified by the Secretary of the Treasury,
In concurrence with the Secretary of State and the Attorney General of the United States:
I. to be an act of terrorism;
2. to be a violent act or an act that Is dangerous to human life,property or Infrastructure;
3. to have resulted In damage within the United States,or outside of the United States in the case of an air carrier
(as defined In section 40102 of title 49,United 17 States Code)or a United States flag vessel(or a vessel based
principally in the United States, on which United States income tax is paid and whose insurance coverage Is
subject to regulation in the United States), or the premises of a United States mission;and
4. to have been committed by an individual or Individuals acting on behalf of any foreign person or foreign
Iftterest as part of an effort to ooeroe the civilian population of the United States or to influence the policy or
affect the conduct of the United States Governmont by coerolon,
But, no act shall be oertifled by the Sooretary as an act of terrorism If the act is committed as part of the oourse of a war
deolared by Congress(except fbr workers'oompensatlon)or property and casualty insuranoo losses resulting from the
sot; In the aggregate, do not ex000d$5,000,OM.
Those disclosures are Ynformatlonal only and do not modify your bond or affect your rights under the bond,
Oopyright Zwioh American Insurance Corti my 2003
0
C� Fidelity and Deposit Company of Maryland
Home Wee: P.O.Do% Baltimore.MD 21103.1217
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call the Fidelity and Deposit Company of Maryland or Colonial Ai6zican Casualty and
Surety Co'mpany's toll-free telephone number for infotmadon onto make a complaint at:
_. %w t-$00.654-5155
You may contact the Texas Department of Insurance to obtain information on companies.
coverages. rights. or complaints at:
1-800-252-3439
y
• You may write the Texas Department of Insurance:
P.O. Box 149104
Austin, TX 78714-9104
PAX N (512) 475-1771
P M1UM OR CLAIN.MSE ES: Should you have a dispute concerning the premium or
.bout a claim,you should first contact Fidelity and Deposit Company of Maryland or Colonial
American Casualty and Surety Company. If the dispute is not resolved, you may contact the Texas
Department of Insurance,
ATTACH T_H(S NOTiQ TO X2 pgLICY; This notice is for infbrmation only and does
not become A part or condltlott of the attached document.
1
CITY OF FORT WORTH,TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT
This agreement made and entered into this the 27th day of September A.D., 2005, 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,
JRJ Paving,L.P.,HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be made
and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith,
the said Contractor hereby agrees with the said Owner to commence and complete the construction of
certain improvements described as follows:
H.M.A.C.SURFACE OVERLAY 2005-13 at VARIOUS LOCATIONS
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
n 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 inspection and approval of
the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
within a period of 110 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$315 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 injury,
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
r to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b)
provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred
to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work performed
under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials famished 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 Five Hundred Eiahty-eizht Thousand Nine Hundred Forty-eight and
no/100................................................................................................Dollars,($588,948.00).
9.
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Department of Engineering.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto
and made a part hereof the same as if it were copied verbatim herein.
11.
It is mutually agreed and understood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Contract, and the Contractor
agrees to fully comply with all the provisions of the same.
IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 4
s 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 4 counterparts with its corporate seal attached.
Done in Fort Worth,Texas,this the 27th day of September,A.D.,2005.