HomeMy WebLinkAboutContract 34133 CITY SECRETARY q
y . _,�—ETARY
. D.O.E. FILE SPECIFICATIONS Of:T, C NO.
C0NTRACT0P'5 :`r'-'-NDING .. AND
CONSTRUCTIC t4'S -:-OPY CONTRACT DOCUMENTS
CLIENT DEPA.RINIENI
FOR
HMAC SURFACE OVERLAY (2006-12)9 SECTIONS 1 AND 2
SECTION 1 (AT VARIOUS LOCATIONS) (50/50 CONTRACT)
SECTION 2 (WICHITA ST., LON STEPHENSON DR. AND ANGLIN DR.)
IN THE CITY OF FORT WORTH, TEXAS
SECTION 1: DOE PROJECT NO. 521
SECTION 2: DOE PROJECT NO. 15�3�9^,
TPW PROJECT NO. GS93-020930522960
.. ENVIRONMENTAL PROJECT NO. P195-052195005002
2006
aw MICHAEL J. MONCRIEF CHARLES R. BOSWELL
MAYOR CITY MANAGER
ROBERT D. GOODE, P.E., DIRECTOR
lmw DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
am
A. DOUGLAS RADEMAKER, P.E., DIRECTOR
DEPARTMENT OF ENGINEERING
PREPARED BY DEPARTMENT OF ENGINEERING �P,�E OF r �
ENGINEERING SERVICES DIVISION ••''���••••.s 'e�
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COUNCIL ACTION: Approved on 9/12/2006 -Ordinance No. 17139-09-2006
'DATE: 9/12/2006 REFERENCE NO.: **C-21668 LOG NAME: 30HMAC1-12
CODE: C TYPE: CONSENT PUBLIC HEARING: NO
SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with Peachtree Construction,
Ltd., for H.M.A.C. Surface Overlay 2006-12 at Various Locations, Section 1
,r RECOMMENDATION:
It is recommended that the City Council:
_ 1. Authorize the City Manager to transfer$299,713.00 from the Water and Sewer Operating Fund to the
Water Capital Projects Fund;
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriation in the Water
Capital Projects Fund in the amount of$299,713.00 from available funds, and
3. Authorize the City Manager to execute a contract with Peachtree Construction, Ltd. in the amount of
+$525,083.00 for H.M.A.C. Surface Overlay 2006-12 at various locations, Section 1.
DISCUSSION:
In the FY2005/2006 Contract Major Maintenance Program (CMMP) various types of street maintenance
techniques are grouped into specific contract packages for construction purposes.
The H.M.A.C. Surface Overlay 2006-12 project provides for surface and base rehabilitation, replacement of
failed curb and gutter, sidewalk and driveway approaches on the streets identified on the attached list after
the existing water and sewer mains are replaced via a separate contract.
This project was advertised on May 25, 2006. On June 1, 2006, the following bids were received:
_ Bidders Amount Time of Completion
Advanced Paving Company $457,990.84 65 Working Days
Peachtree Construction, Ltd. $525,083.00
JLB Construction, LP $560,867.50
Austin Bridge & Road, LP $644,557.50
APAC-Texas, Inc. $760,585.00
The low bidder, Advanced Paving Company, is non-responsive to the specifications. The company failed to
Y comply with the City's M/WBE Ordinance because it did not submit M/WBE documentation within the
five City business days, after the bid opening date.
The cost of this project will be shared on a 50/50 basis between the Transportation and Public Works
Department and the Water Department.
Peachtree Construction, Ltd. is in compliance with the City's M/WBE Ordinance by committing to 4% M/WBE
participation and documenting good faith effort. Peachtree Construction, Ltd. identified several
subcontracting and suppliers opportunities. However, the M/WBEs contacted in the areas identified did not
submit the lowest bids. The City's goal on this project is 17%.
In addition to the contract cost, $24,045.00 (Water: $24,045.00) is required for inspection, survey and other
construction related tasks and $13,126.50 (Water: $13,126.50) is required for project contingencies.
This project is located in COUNCIL DISTRICT 7.
_ FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation No. 1 and adoption of
the attached ordinance, funds will be available in the current capital budgets, as appropriated, of the Water
Capital Projects Fund and the Contract Street Maintenance Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
1&2)P253 472045 6076200321 ZZ $299,713.00 1)PE45 538070 0609020 $299,713.00
2)P253 531350 607620032152 $5,250.00 3)P253 541200 607620032183 $262,541.50
2)P253 531350 607620032180 $395.00 3)GS93 541200 020930522960 $262,541.50
2)P253 541200 607620032183 $275,668.00
2)P253 531350 607620032184 $2,650.00
0 2)P253 531350 607620032185 $15,750.00
_. Submitted for City Manager's Office by: Marc A. Ott (8476)
Originating Department Head: A. Douglas Rademaker(6157)
Additional Information Contact: A. Douglas Rademaker(6157)
ATTACHMENTS
2006-12 JORGE ST LIST for contract 5-23-06.xls
30HMAC1-12.doc
ADDENDUM NO. 1
CITY OF FORT WORTH
HMAC SURFACE OVERLAY (2006-12), SECTIONS 1 AND 2
SECTION 1 (At Various Locations—DOE NO. 5211)(50/50 CONTRACT)
SECTION 2 (Wichita St.,Lon Stephenson Dr., and Anglin Dr.—DOE NO.4015)
Addendum No. 1 Issue Date: June 14,2006
Bid Receipt Date: June 29, 2006
This addendum forms part of the contract documents referenced above and modifies the
original Contract Documents. Acknowledge receipt of this addendum by signing and
attaching it to the Contract Documents (inside). Note receipt of the Addendum in the Bid
Proposal and on the outer envelope of your bid.
Prospective bidders are hereby informed of the following:
1. The bid receipt date is hereby changed to June 29, 2006.
2. The proposal section of the contract document has been revised in its entirety to
consist of Section 1 and Section 2. Section 1 comprises the original proposal
section and Section 2 consists of paving improvements on Wichita Street, Lon
Stephenson Drive and Anglin Drive. The revised proposal for Section 1 and the
proposal for Section 2 are hereby both attached and incorporated into the project
0
along with the proposal and the special provisions for Section 2.
3. Bidders shall submit bid bonds for each section.
4. The attached project plan/profile sheets for Section 2 are hereby incorporated into
the contract documents.
5. This document is designed as two (2) documents and shall not be considered as
being a single contract. The proposal sections are provided as two (2) individual
proposals with bidders to submit bids on one or both sections. Award of
contract(s), if made, shall be to the responsive low bidder for each individual
section and separate contracts shall be executed for each section.
In addition,the City reserves the right at its sole discretion to award or not award
contract(s)for either section. All work on Section 2 must be completed by
November 22,2006 or the contractor shall be subject to $1,500.00 liquidated
damages per Calendar day.
6. The original M/WBE goal of 17% shall apply to Section 1. The M/WBE goal for
Section 2 is 13%. The attached M/WBE specifications for Section 2 are hereby
incorporated into the contract documents.
7. The Special Provisions for Section 2 and the Street by Street Quantity
Determination Spreadsheet are herein attached.
8. The cover sheet for the Specifications and the Contract Documents for the project
are herein revised.
9. The entire Addendum No. 1 package will be sent via overnight mail to all
prospective bidders.
10. Addendum No. 1 will be inserted as a package in the Specifications and the
Contract Documents. (The contractor shall not break the addendum apart to insert
in various sections.)
11. The contractor is advised that the Special Provision for Pay Item No. 9-8"
Pavement Pulverization in Section 2 is not the same as the Special Provision for
Pay Item No. 21-8"Pavement Pulverization in Section 1.
12. The existing special provisions shall be applicable for Section 1 only.
All other provisions of the plans, specifications and contract documents for the project
which are not expressly amended herein shall remain in full force and effect.
Failure to return a signed copy of the addendum with the Proposal shall be grounds for
rendering the bid non-responsive. A signed copy of this addendum shall be placed into
r.
the Proposal at the time of bid submittal.
Receipt Acknowledged: Department of Engineering
A. Douglas Rademaker, P.E.
Director
By:
I
Title: By: 011 5 Y 6
Tony Sholola,P.E.
Engineering Manager(DOE)
ADDENDUM NO. 2
CITY OF FORT WORTH
HIMAC SURFACE OVERLAY(2006-12),SECTIONS-1 AND 2
SECTION 1 (At Various Locations—DOE NO.523 1)(50150 CONTRACT)
SECTION 2 (Wicltlta St.,Lon Stephenson Dr.,and Anglin Dr.—DOE NO,5379)
Addendum No_1 Issue Date: June 21,2006
Bid Receipt Date: J'uue 29,2006
This addendum forms part of the contract documents referenced above and
modifies the original Contract Documents. Acknowledge receipt of this addendum
by signing and attaching it to the Contract Documents(inside). Note receipt of the
Addendum in-fie Bid Proposal and on the outer envelope of your bid.
Prospective bidders are hereby informed of the following:
I. The DOE NO. for Section 2 is hereby changed from 4015 to 5379.
AN other provisions of the plans,specifications and contract documents for the
project which are not expressly amended herein shall remain in full force and affect.
Failure to return a signed copy of the addendum with the proposal shall be grounds
for rendering the bid non-responsive. A signed copy of this addendum shall be
placed into the Pr osal at the time of bid submittal.
cm
Receipt Aoki gad _ Department of Engineering
A.Douglas Rademaker,P.E.
`Director
By:�
Ti e; By: �-�-�
Tony Sholola, P.E.
^&ngineering Manager(DOE)
JUN 2e 2006 09:25
817 590 8600 PRGE.02
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2006-12)
a
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 5211
TPW PROJECT NO. GS93-020930522960
50/50 CONTRACT
2006
MIKE MONCRIEF CHARLES R. BOSWELL
MAYOR CITY MANAGER
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 ,ar`.aseV
of r �
EXHIBIT "A"
...SUSAN LSCHWMGER
.
694459� ev -
5 -2D- Zoo(o
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2006-12)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 5211
TPW PROJECT NO. GS93-020930522960
50150 CONTRACT
2006
MIKE MONCRIEF CHARLES R. BOSWELL
MAYOR CITY MANAGER
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 , +. ►*�,,
EXHIBIT "A55
•ZSAN L SCHWttrG1E"
.. .....................
694#39
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY(2006-12)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
DOE PROJECT NO. 5211
TPW PROJECT NO. GS93-0209305522960
50/50 CONTRACT
A.DOUGLAS RADEMAKER,P.E. Ts DATE
DIRECTOR,DEPARTMENT OF ENGINEERING
/ 4 (
Z z d 6
NAJIB VARES,P.E. DATE
INFRASTRUCTURE MANAGER
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
AVID T WNSEND,P.E. DATE
ENGINEER MANAGER WATER DEPARTMENT
TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Prevailing Wage Rates
4. Proposal
5. Vendor Compliance
6. Minority and Women Business Enterprise Specifications
7. Special Provisions
8. Item 360,Concrete Pavement(Modified Specification)
d.
9. Contractor Compliance with Worker's Compensation Law
10. Certificate of Insurance
11. Equipment Schedule
12. Experience Record
13. Performance Bond
l 14. Payment Bond
15. Maintenance Bond
16. Contract
17. Notice of Construction Detail (will be available at the preconstruction meeting)
18. Project Designation Sign Detail
19. Other Details
20. Soil Reports
21. Street Locations
22. Street by Street Paving Quantity Determination Spreadsheet
Sealed Proposals for the following:
HMAC SURFACE OVERLAY(2006-12)
AT VARIOUS LOCATIONS
DOE No. 5211
TPW PROJECT NO. GS93-020930522960
50/50 CONTRACT
Addressed to Mr.Charles R.Boswell,City Manager of the City of Fort Worth,Texas,will be received
at the Purchasing Office, City of Fort Worth, in the lower level of the Municipal Building, 1000
Throckmorton, Fort Worth,Texas 76102 until 1:30 p.m., Thursday, June 22,2006, and then publicly
read aloud at 2:00 p.m., in the Council Chambers.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the
Department of Engineering, Municipal Office Building,. 1000 Throckmorton Street, Fort Worth,
Texas 76102. One set of documents will be provided to prospective bidders for a deposit of twenty
dollars($20.00), such deposit is non-refundable.Additional sets may be purchased on a non-refundable
basis for twenty dollars ($20.00) per set. These documents contain additional information for
prospective bidders.
A pre-bid conference will be held at 9:00 A.M.June 14,2006,in the Transportation and Public Works
Conference Room,2nd Floor,Municipal Building,RM 270.
The major work on the above-referenced project shall consist of the following Paving Improvements:
5,000 L.F. Removal and Replacement of Concrete Curb and Gutter in
Sections as Directed by Inspector(POL 50/50)
1,200 L.F. Wedge Milling 2"to 0"Depth 5' Width
20,050 S.Y. 2"H.M.A.C. Surface Course(Type"D"Mix)
20,050 S.Y. 8"Pavement Pulverization
261 TON Cement
11,000 S.Y. Surface Milling 2"Depth
Included in the above will be all other miscellaneous items of construction as outlined in the Plans
and Specifications.
For additional information, please contact Susan L. Schwinger, P.E., Project Manager at (817) 392-
6529.
Advertising Dates:
May 25,2006
June 01,2006
COMPREHENSIVE NOTICE TO BIDDERS
Sealed Proposals for the following:
11MAC SURFACE OVERLAY(2006-12)
AT VARIOUS LOCATIONS
DOE No. 5211
TPW PROJECT NO.GS93-020930522960
50/50 CONTRACT
Addressed to Mr.Charles R.Boswell,City Manager of the City of Fort Worth,Texas,will be received
at the Purchasing Office, City of Fort Worth, in the lower level of the Municipal Building, 1000
Throckmorton, Fort Worth,Texas 76102 until 1:30 p.m., Thursday,June 22,2006, and then publicly
read aloud at 2:00 p.m., in the Council Chambers.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the
Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,
Texas 76102. One set of documents will be provided to prospective bidders for a deposit of twenty
dollars($20.00), such deposit is non-refundable.Additional sets may be purchased on a non-refundable
basis for twenty dollars ($20.00) per set. These documents contain additional information for
prospective bidders.
A pre-bid conference will be held at 9:00 A.M.June 14,2006 in the Transportation and Public Works
Conference Room,2nd Floor,Municipal Building,RM 270.
All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes"
of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No.
7278, as amended by City Ordinance No. 7400(Fort Worth City Code Sections 13-A-21 through 13-
A-29),prohibiting discrimination in employment practices.
- Bid security is required in accordance with Paragraph 1 of the Special Instructions to Bidders.
The major work on the above-referenced project shall consist of the following Paving Improvements:
5,000 L.F. Removal and Replacement of Concrete Curb and Gutter in
Sections,as Directed by Inspector(POL 50/50)
1,200 L.F. Wedge Milling 2"to 0"Depth 5'Width
20,050 S.Y. 2"H.M.A.C. Surface Course(Type"D"Mix)
20,050 S.Y. 8"Pavement Pulverization
261 TON Cement
11,000 S.Y. Surfsce Milling 2"Depth r,
FT. NYXI, YEN.
COMPREHENSIVE NOTICE TO BIDDERS (CONTD.)
Included in the above will be all other miscellaneous items of construction as outlined in the Plans
and Specifications.
The City reserves the right to reject any/or all bids and waive any and/or all formalities. Bidders shall
not separate, detach, or remove any portion, segment, or sheets from the contract document at any
time. Bidders must complete the proposal sections and submit the complete specification book or
.. face rejection of the bid as non-responsive.
_ AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from
the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAVIER FORM, and/or the
GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The
.. award of contract, if made,will be within ninety(90) days after this documentation is received,but in
no case will the award be made until all necessary investigations are made as to the responsibility of
the bidder to whom it is proposed to award the contract.
Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt
time and acknowledging them at the time of the bid receipt. Information regarding the status of
addenda may be obtained by contacting the Department of Engineering at (817) 392-7910. Bids that
do not acknowledge all applicable addenda may be rejected as non-responsive.
Water and/or sanitary sewer main replacements must be completed(via a proceeding contract(s)) on
project streets, before the HMAC surface overlay contract can begin. Prospective bidders, on this
HMAC project, are hereby advised that the City shall not grant compensation requests, to the HMAC
Contractor,in the event the water and/or sanitary sewer improvements are delayed and not completed
at the time the contract is awarded for the HMAC work. In addition, the contractor shall honor its
original unit bid prices regardless of such delays.
In accordance with the City of Fort Worth Ordinance No.15530,the City of Fort Worth has goals for
the participation of minority business enterprises and women business enterprises in City contracts.
A copy of the Ordinances can be obtained from the Office of the City Secretary. The bidder shall
submit the M/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION
FORM, PRIME CONTRACTOR WAVIER FORM, GOOD FAITH EFFORT FORM (with
"Documentation") and/or the JOINT VENTURE ELIGIBILITY FORM, as appropriate. The
Documentation must be received, by the managing department, no later than 5:00 p.m., five (5) City
business days after the bid opening date. The bidder shall obtain a receipt from the appropriate
employee, of the managing department, to whom delivery was made. Such receipt shall be evidence
that the Documentation was received by the City. Failure to comply shall render the bid non-
responsive.
COMPREHENSIVE NOTICE TO BIDDERS (CONTD.)
The Managing Department for this project is the Department of Engineering. For additional
information,please contact Susan L. Schwinger,P.E.,Project Manager at(817)392-6529.
CHARLES R.BOSWELL MARTHA HENDRIX
CITY MANAGER CITY SECRETARY
A.DOUGLAS RADEMAKER,P.E.
DIRECTOR DEPARTMENT OF
ENGINEERING
_ r
Advertising Dates: By: 0 S v o
May 25,2006 Tony Sholola,P.E.
June 01,2006 Manager,Consulting Services
■r
SPECIAL INSTRUCTIONS TO BIDDERS
1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of
Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid
submitted must accompany the bid, and is subject to forfeit in the event the successful
bidder fails to execute the contract documents within ten days after the contract has been
awarded.
To be an acceptable surety on the bid bond, the surety must be authorized to do business
in the state of Texas. In addition, the surety must (1) hold a certificate of authority from
the Untied States secretary of the treasury to qualify as a surety on obligations permitted
or required under federal law; or (2) have obtained reinsurance for any liability in excess
of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of
Texas and is the holder of a certificate of authority from the Untied States secretary of the
treasury to qualify as a surety on obligations permitted or required under federal law.
Satisfactory proof of any such reinsurance shall be provided to the City upon request.
The City, in its sole discretion,will determine the adequacy of the proof required herein.
2. PROPOSAL: After proposals have been opened and read aloud,the proposals will be
tabulated on the basis of the quoted prices,the quantities shown in the proposal, and the
application of such formulas or other methods of bringing items to a common basis as
may be established in the Contract Documents.
The total obtained by taking the sum of the products of unit prices quoted and the
estimated quantities plus any lump sum items and such other quoted amounts as may
,,. enter into the cost of the completed project will be considered as the amount of the bid.
Until the award of the contract is made by the Owner, the right will be reserved to reject
any or all proposals and waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for the best interest of the
Owner.
The quantities of work and materials to be furnished as may be listed in the proposal
forms or other parts of the Contract Documents will be considered as 4pproximate only
.. and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided,without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
Documents prior to the bid receipt. Information regarding the status of addenda may be
obtained by contacting the Department of Engineering Construction Division at(817)
871-7910. Bids that do not acknowledge all applicable addenda will be rejected as non-
responsive.
.d
V
SPECIAL INSTRUCTIONS TO BIDDERS
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
ow furnish bonding as applicable in a sum equal to the amount of the contract awarded. The
form of the bond shall be as herein provided and the surety shall be acceptable to the
City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the
Texas Government Code, as amended.
s
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.
s
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 s yety
satisfactory to the City
SPECIAL INSTRUCTIONS TO BIDDERS CITY SKCRAI ICY
� atrT Q� ,
.. -2 W ttl0� 1 X
6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General
Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain
Construction of the City of Fort Worth, Texas,concerning liquidated damages for late
completion of projects.
7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not
discriminate against any person(s)because of sex,race,religion, color or national origin
and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of
the City of Fort Worth(1986), as amended,prohibiting discrimination in employment
practices.
8 WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain
Construction is deleted and replaced with the following:
s
Compliance with and Enforcement of Prevailing Wage Laws
A. Duty to pay Prevailing Wage Rates.
The contractor shall comply with all requirements of Chapter 2258,Texas
.� Government Code(Chapter 2258), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the
prevailing wage rates in accordance with Chapter 2258. Such prevailing wage
... rates are included in these contract documents.
B. Penalty for Violation.
A contractor or any subcontractor who does not pay the prevailing wage shall,
upon demand made by the City,pay to the City$60 for each worker employed for
each calendar day or part of the day that the worker is paid less than the prevailing
wage rates stipulated in these contract documents. This penalty shall be retained
by the City to offset its administrative costs,pursuant to Texas Government Code
2258.023.
C. Complaints of Violations and City Determination of Good Cause.
On receipt of information, including a complaint by a worker, concerning an
alleged violation of 2258.023, Texas Government Code,by a contractor or
UW subcontractor, the City shall make an initial determination,before the 31 st day
after the date the City receives the information, as to whether good cause exists to
believe that the violation occurred. The City shall notify in writing the contractor
or subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the contractor or
subcontractor has violated Chapter 2258, the City shall retain the full amounts
claimed by the claimant or claimants as the difference between wages paid and
wages due under the prevailing wage rates, such amounts being subtracted from
successive progress payments pending a final determination of the violation.
D. Arbitration Required if Violation Not Resolved.
SPECIAL INSTRUCTIONS TO BIDDERS
-3-
An issue relating to an alleged violation of Section 2258.023, Texas Government
Code, including a penalty owed to the City or an affected worker, shall be
submitted to binding arbitration in accordance with the Texas General Arbitration
Act(Article 224 et seq., Revised Statutes) if the contractor or subcontractor and
any affected worker do not resolve the issue by agreement before the 15th day
after the date the City makes its initial determination pursuant to paragraph (c)
above. If the persons required to arbitrate under this section do not agree on an
arbitrator before the 1 lth day after the date that arbitration is required, a district
court shall appoint an arbitrator on the petition of any of the persons. The City is
not a party in the arbitration. The decision and award of the arbitrator is final and
binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained.
The contractor and each subcontractor shall, for a period of three(3) years
following the date of acceptance of the work,maintain records that show (i)the
name and occupation of each worker employed by the contractor in the
.. construction of the work provided for in this contract; and(ii)the actual per diem
wages paid to each worker. The records shall be open at all reasonable hours for
.. inspection by the City. The provisions of the Audit section of these contract
documents shall pertain to this inspection.
Pay Estimates.
With each partial payment estimate or payroll period,whichever is less,the
contractor shall submit an affidavit stating that the contractor has complied with
the requirements of Chapter 2258, Texas Government Code.
.. G. Posting of Wage Rates.
The contractor shall post the prevailing wage rates in a conspicuous place at the
site of the project at all times.
H. Subcontractor Compliance.
The contractor shall include in its subcontracts and/or shall otherwise require all
of its subcontractors to comply with paragraphs (a) through(g) above.
I. (Wage rates are attached following the end this section.)
9. FINANCIAL STATEMENT: A current certified financial statement may be required by
the Department of Engineering Director for use by the CITY OF FORT WORTH in
determining the successful bidder. This statement,if required, is to be prepared by an
independent Public Accountant holding a valid permit issued by an appropriate State
Licensing Agency.
10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor
must provide, along with executed contract documents and appropriate bonds,proof of
insurance for Workers Compensation(statutory); Comprehensive General Liability
($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance
SPECIAL INSTRUCTIONS TO BIDDERS
-4-
h
($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
go additional premium cost. For worker's compensation insurance requirements, see Special
Instructions to Bidders -Item 16.
JW 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
w the contracted project.
C. Any failure on part of the City to request required insurance documentation shall
not constitute a waiver of the insurance requirements specified herein. M
D. Each insurance policy shall be endorsed to provide the City a minimum thirty
days notice of cancellation, non-renewal, and/or material change in policy terms
or coverage. A ten days notice shall be acceptable in the event of non-payment of
premium.
E. Insurers must be authorized to do business in the State of Texas and have a
us current A.M. Best rating of A: VII or equivalent measure of financial strength and
solvency.
.. F. Deductible limits, or self-funded retention limits, on each policy must not exceed
$10,000.00 per occurrence unless otherwise approved by the City.
•. G. Other than worker's compensation insurance, in lieu of traditional insurance, City
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups. The City must approve in writing any alternative
MW coverage.
H. Workers' compensation insurance policy(s) covering employees employed on the
w project shall be endorsed with a waiver of subrogation providing rights of
recovery in favor of the City.
I. City shall not be responsible for the direct payment of insurance premium costs
for contractor's insurance.
J. Contractor's insurance policies shall each be endorsed to provide that such
insurance is primary protection and any self-funded or commercial coverage
maintained by City shall not be called upon to contribute to loss recovery.
SPECIAL INSTRUCTIONS TO BIDDERS
-5-
K. In the course of the project, Contractor shall report, in a timely manner, to City's
officially designated contract administrator any known loss occurrence which
could give rise to a liability claim or lawsuit or which could result in a property
loss.
L. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
M. Upon the request of City, Contractor shall provide complete copies of all
insurance policies required by these contract documents.
' 11. NON-RESIDENT BIDDERS: Pursuant to Texas 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.
"Texas resident bidder" means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state.
This provision does not apply if the project is funded in whole or in part with federal
funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in
order for its bid to meet specifications. The failure of a non-resident contractor to do so
.. will automatically disqualify that bidder.
12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort
•. Worth Ordinance No. 11923, as amended by Ordinance No. 13471,the City of Fort
Worth has goals for the participation of minority business enterprises and women
business enterprises in City contracts. You may obtain a copy of the Ordinance from the
Office of the City Secretary.
The M/WBE Utilization Form,Prime Contractor Waiver Form and the Good Faith Effort
.. Form, as applicable, must be submitted no later than 5:00 p. m. five(5) City business
days after the bid opening date, exclusive of the bid opening date. The bidder shall
submit the documentation at the reception area of the Department of 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
SPECIAL INSTRUCTIONS TO BIDDERS
-6-
agreements shall include the following information:
1. Name of Contract
2. Name of M/WBE firm utilized
3. Scope of Work to be performed by the M/WBE firm
s 4. Monetary amount of work to be performed by the M/WBE firm
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
i
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
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 24
d. Original signatures from both parties must be included on this letter.
• If the Contractor foresees a problem with submitting participation reports and/or
proof of payment on a monthly basis, the M/WBE Office should be notified.
If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere
to the following:
1. Immediately submit a Request for Approval of Change Form to the M/WBE
Office explaining the request for the change or deletion.
2. If the change affects the committed M/WBE participation goal, state clearly how
and why in documentation.
SPECIAL INSTRUCTIONS TO BIDDERS
-7-
a. All requests for changes must be reviewed and pre-approved by the M/WBE
Office.
"' b. If the Contractor makes change(s)prior to approval,the change will not be
considered when performing a post compliance review on this project.
• Upon the Contractor's successful completion of this project, and within ten days after
receipt of final payment from the City of Fort Worth, The Contractor will provide the
_ M/WBE Office with a Final Participation Report Form to reflect the total
participation from ALL subcontractors/suppliers utilized on the project.
• All forms are available at the M/WBE Office, 3rd floor-City Hall. For additional
information regarding compliance to the M/WBE Ordinance, call (817) 871-6104.
Upon request, Contractor agrees to provide to Owner Complete and accurate information
regarding actual work performed by a Minority/Women Business Enterprise(M/WBE)
on the contract and payment therefore. Contractor further agrees to permit an audit and/or
examination of any books,records or files in its possession that will substantiate the
actual work performed by an M/WBE. The misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud by the Contractor will be
grounds for termination of the contract and/or initiating action under appropriate federal,
state or local laws or ordinances relating to false statements; further, any such
misrepresentation(other than a negligent misrepresentation) and/or commission of fraud
will result on the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time of not less than three years.
•• 13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal,the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
14. PROGRESS PAYMENTS FINAL PAYMENT PROJECT ACCEPTANCE AND
WARRANTY:
a. The contractor will receive full payment(less 5%retainage) from the city for each pay
period.
b. Payment of the retainage will be included with the final payment after acceptance of the
project as being complete.
c. The project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
contractor and the City. Mi
d. The warranty period shall begin as of the date that the final punch list has been
completed.
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment
becoming due and payable.
SPECIAL INSTRUCTIONS TO BIDDERS
-8-
.s
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 pregress 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
ale Metroplex area,runs from May 1,through October 31,with 6:00 a.m. - 10:00 a.m. being
critical because emissions from this time period have enough time to bake in the hot
atmosphere that leads to early afternoon ozone formation.
The Texas Commission on Environmental Quality(TCEQ), in coordination with the
National Weather Service, will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
_ afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS,
the Contractor shall bear the responsibility of being aware that such days have been
designated AIR POLLUTION WATCH DAYS and as such shall not begin work until
r„L 10:00 a.m. whenever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
However,the Contractor maybe-gin work prior to 10:00 a.m. if use of motorized
equipment is less than 1-hour, or if equipment is new and certified by EPA as"Low
Emitting". or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
ow 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:
..r
A. Definitions:
Certificate of coverage("certificate") -A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission, or a coverage
agreement(TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project, for the duration of the project.
Duration of the project- includes the time from the beginning of the work on the
project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
Persons providing services on the project("subcontractor" in 406.096)- includes all
persons or entities performing all or part of the services the contractor has undertaken
to perform on the project, regardless of whether that person has employees. This
SPECIAL INSTRUCTIONS TO BIDDERS
-9-
.w
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.
M. 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.
E. The contractor shall obtain from each person providing services on a project, and
provide to the City:
(1) a certificate of coverage, prior to that person beginning work on the project, so
.. the City will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(2) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
E. The contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or
personal delivery, within ten days after the contractor knew or should have known, of
any change that materially affects the provision of coverage of any person providing
services on the project.
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
I. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to:
(1) provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
SPECIAL INSTRUCTIONS TO BIDDERS
-10-
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
providing services on the project, for the duration of the project;
,.
(2) provide to the contractor,prior to that person beginning work on the project, a
certificate of coverage showing that coverage is being provided for all employees
of the person providing services on the project, for the duration of the project;
(3) provide the contractor,prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(4) obtain from each other person or entity with whom it contracts, and provide to
the contractor:
(a) a certificate of coverage, prior to the other person or entity beginning work
.. on the project; and
emu (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;
am
(5) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter.
,.
(6) notify the governmental entity in writing by certified mail or personal delivery,
within ten days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
(7) contractually require each person with whom it contracts, to perform as required
by paragraphs (1) - (7), with the certificates of coverage to be provided to the
person for whom they are providing services.
J. By signing this contract or providing or causing to be provided a certificate of
coverage,the contractor is representing to the governmental entity that all employees
•• of the contractor who will provide services on the project will be covered by workers'
compensation coverage for the duration of the project,that the coverage will be based "
on proper reporting of classification codes and payroll amounts, and that all coverage
.. agreements will be filed with the appropriate insurance carrier or, in the case of a self-
insured,with the commission's Division of Self-Insurance Regulation. Providing
false of misleading information may subject the contractor to administrative penalties,
.. criminal penalties, civil penalties or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract
by the contractor which entitles the City to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
City.
"The contractor shall post a notice on each project site informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify current coverage and report failure to provide coverage. This
SPECIAL INSTRUCTIONS TO BIDDERS
-11-
notice does not satisfy other posting requirements imposed by the Texas Workers'
Compensation Act or other Texas Workers'Compensation commission rules. 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."
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,
MW members, agents or employees who engage in the performance of this contract shall, in
connection.with such employment, advancement or discharge of employees or in
connection with the terms, conditions or privileges of their employment, discriminate
against any person because of their age except on the basis of a bona fide occupational
qualification, retirement plan or statutory requirement.
MW 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
so maximum age limit is based upon a bona fide occupational qualification,retirement plan
or statutory requirement.
.. Contractor warrants that it will fully comply with the Policy and will defend, indemnify
and hold City harmless against any and all claims or allegations filed by third parties
against City arising out of Contractor's alleged failure to comply with the Policy in the
•• performance of this contract.
18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not
unlawfully discriminate on the basis of disability in the provision of services to the
general public,nor in the availability,terms or conditions of employment for applicants
for employment with, or current employees of, Contractor. Contractor warrants that it
will fully comply with the ADA's provisions and any other applicable federal, state, or
local laws concerning disability and will defend, indemnify and hold City harmless
against any and all claims or allegations filed by third parties against City arising out of
Contractor's alleged failure to comply with the ADA in the performance of this contract.
SPECIAL INSTRUCTIONS TO BIDDERS
- 12-
END OF SECTION
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SPECIAL INSTRUCTIONS TO BIDDERS
-13-
� y
Classifications Hourly Rates Classifications Hrly Rts
Air Tool Operator $10.06 Scraper Operator $11.42
Asphalt Raker $11.01 Servicer $12.32
.. Asphalt Shoveler $8.80 Slip Form Machine Operator $12.33
Asphalt Distributor Operator $13.99 Spreader Box Operator $10.92
Asphalt Paving Machine Operator $12.78 Tractor operator,Crawler Type $12.60
Batching Plant Weigher $14.15 Tractor operator, Pneumatic $12.91
Broom or Sweeper Operator $9.88 Traveling Mixer Operator $12.03
Bulldozer operator $13.22 Truck Driver-Single Axle(Light) $10.91
Carpenter(Rough) $12.80 Truck Driver-Single Axle(Heavy) $11.47
Concrete Finisher-Paving $12.85 Truck Driver-Tandem Axle Semi-Trailer $11.75
Concrete Finisher-Structures $13.27 Truck Driver- Lowboy/Float $14.93
Concrete Paving Curbing Mach. O er. $12.00 Truck Driver-Transit Mix $12.08
Wagon Drill, Boring Machine, Post Hole
Concrete Paving Finishing Mach. O er. $13.63 Driller $14.00
Concrete Paving Joint Sealer O er. $12.50 Welder $13.57
Concrete Paving Saw O er. $13.56 Work Zone Barricade Servicer $10.09
Concrete Paving Spreader O er. $14.50
.. Concrete Rubber $10.61
Crane, Clamshell,Backhoe, Derrick,
Dragline,Shovel $14.12
Electrician $18.12
Fla er $8.43
Form Builder-Structures $11.63
Form Setter-Paving&Curbs $11.83
.. Foundation Drill Operator,Crawler Mounted $13.67
Foundation Drill Operator,Truck Mounted $16.30
Front End Loader $12.62
Laborer-Common $9.18
Laborer- Utility $10.65
Mechanic $16.97
Milling Machine Operator, Fine Grade $11.83
_ Mixer Operator $11.58
Motor Grader Operator Fine Grade $15.20
Motor Grader Operator, Rough Oiler $14.50
Painter,Structures $13.17
Pavement Marking Machine O er. $10.04
Pipe Layer $11.04
Roller, Steel Wheel Plant-Mix Pavements $11.28
Roller,Steel Wheel Other Flatwheel or
Tamping $10.92
Roller, Pneumatic,Self-Propelled Scraper $11.07
Reinforcing Steel Setter(Paving) $14.86
Reinforcing Steel Setter(Structure) $16.29
Source is AGC of Texas
(Hwy, Hvy, Utilities Industrial Branch)
www.access.gpogov/davisbacon/
5/20/2006
PROPOSAL
SECTION 1
TO: MR.CHARLES R.BOSWELL Fort Worth,Texas
City Manager
Fort Worth,Texas
FOR: H.M.A.C.SURFACE OVERLAY(2006-12),SECTION 1
AT VARIOUS LOCATIONS
` ` DOE PROJECT NO.5211
TPW PROJECT NO.GS93-020930522960
50/50 CONTRACT
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 is not
entitled to any additional compensation or renegotiation�of individual pay item bid prices.
— Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and
furnish Performance, Payment and Maintenance Bonds acceptable to and approved by the City of
Fort Worth for performing and completing the said work within the time stated and for the following
sums,to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
BID
L S.P. 1 2 EA. Project Designation Sign @
Two Hundred 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
P-1 (SECTION 1) ADDENDUM NO. 1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTTI'Y PRICES WRITTEN IN WORDS PRICE AMOUNT
BID
406 3 9 EA. Manhole Adjustment @
450 Four-Hundred Dollars&
S.P. No Cents Per EA. $ 400.00 $3,600.00
406 4 21 EA. Water Valve Boxes Adjustment @
450 Three-Hundred Dollars&
S.P. No Cents Per EA. $ 300.00 $6,300.00
S.P. 5 3 EA. Water Meter Boxes Adjustment @
Thirty-Five Dollars&
No Cents Per EA. $ 35.00 $105.00
104 6 5,000 L.F. Removal and Replacement of
502 Concrete Curb and Gutter in Sections
S.P. as Directed by Inspector(POL 50/50)@
7W s NJ-n-Et 4 NT Dollars& $ $
No Cents Per L.F. 140100aoo
104 7 300 S.Y. Removal and Replacement of 6"
504 Concrete Driveway
S.P. Fl Fpr%-r- oN6 Dollars&
No Cents Per S.Y. $ ;;I.co $ f S,3C0.ao
104 8 100 S.Y. Removal and Replacement of 4"
504 Concrete Sidewalks @
S.P. FoVIT4- PtyE Dollars&
w Cents Per S.Y. $ 45.00 $ 41Sa6.00
300 9 20 C.Y. Removal and Replacement of
310 H.M.A.C.Pavement and
340 Base(Base Repair)@
S.P. `rU HuND2ED f Tu iaT'r Dollars&
two Cents Per C.Y. $ 230.w $ 41 bOC.C:<j
k
P-2 (SECTION 1) ADDENDUM NO. 1
r
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
BID
208 10 20 C.Y. Graded Crushed Stones @
S.P. iU'E Or-(-Ft ve Dollars&
Cents Per C.Y. $ ZG,cio $ G �+ego
S.P. 11 1,200 L.F. Wedge Milling 2"to 0"Depth
5.0' Wide @
Dollars&
_T�''E OTY Cents Per L.F. $ 3 Zo $ 3,640.00
S.P. 12 2 EA. Butt Joint-Milled @
r -TWO RVPDQEA * SEvew"Dollars & $ $
1No Cents Per EA. Z?D.00 G4O.aea
300 13 10 TON H.M.A.C.Level-Up @
340 DAJIF HOVDarD i. F--,aTY Dollars&
S.P. No Cents Per TON $ 140.00
300 14 20,050 S.Y. 2"H.M.A.C. Surface Course
310 (Type"D"Mix)@
340 E(4 u-r Dollars & $ $
S.P. P%Pr t-S%X Cents Per S.Y.
i
104 15 100 S.Y. Removal and Replacement of 7"
360 Concrete Valley Gutter @
S.P. SP_VPVry_ NINEDollars&
Po Cents Per S.Y. $
360 16 50 S.Y. New 7" Concrete Valley Gutter @
S.P. 5&vo, - IjINE Dollars&
No Cents Per S.Y.
$ 1q,ao $ 3,950.00
104 17 40 S.Y. Standard 4"Reinforced Concrete
505 Wheelchair Ramps @
S.P.
Sl -L-149T Dollars&
► o Cents Per S.Y. $ 66.eo $ �7 Zo-aa
P-3 (SECTION 1) ADDENDUM NO. 1
�t
j
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
BID
402 18 800 L.F. 6"PVC Perforated Pipe
500 Subdrain @
:561JA( Dollars&
620
S.P. No Cents Per L.F. $ $
1 A D G,Loaf oa.
502 19 100 L.F. New Concrete Curb and Gutter @
'fw£kyrl' W 9SkDollars&
` <
_ iyo Cents Per L.F. $ $
~-z New 4"Concrete Sidewalk
SO4 20 50 S.Y. @
FoaT'r- Fi ut Dollars&
No Cents Per S.Y. $ $
4S.00 2,z5a.��
275 21, 20,050 S.Y. 8"Pavement Pulverization @
S.P. -me-EL Dollars&
-_ N j u CT Y Cents Per S.Y.
195.Qa
275 22 261 TON Cement @
. _ oue HUPIVEU f FoM`fDollars&
Na Cents Per TON
$ 14b.00 $ A,54b.oG
S.P. 23 5 EA. Remobilization @
Five Hundred Dollars&
No Cents Per EA. $ 500.00 $2,500.00
106 24 100 C.Y. Unclassified Street Excavation
ya S.P. VAu-rCN Dollars&
3. N Cents Per C.Y.
j =E S.P. 25 11,000 S.Y. 2"Surface Milling @
ow E Dollars&
n i u Cents Per S.Y.
$ L m $ IZ,LSo.ec
P-4 (SECTION 1) ADDENDUM NO. 1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
BID
104 26 21 S.Y. Removal and Replacement of Exposed
` 504 Concrete Aggregate Driveway @
ON8 NuNDQfn Dollars&
S.P. h1a Cents Per S.Y.
$ (Oa.en $ 21(00.00
104 27 10 S.Y. Removal and Replacement of Exposed
504 Concrete Aggregate Sidewalk @
sEVEV Y- Dollars&
S.P.
Na Cents Per S.Y.
$
S.P. 28 900 L.F. Crack Sealing of Existing Pavement @
Dollars&
SC-VcWr f- RVGCents Per L.F.
$
_ S.P. 29 1 EA. Removal and Replacement of Top of
5-foot Drainage Inlet @
-TLk,-VL "PD2fp Dollars&
_Cents Per EA.
$ (�200.as $ 1,2oo.Qo
S.P. 30 1 EA. Removal and Replacement of Top of
10-foot Drainage Inlet @
E14WT2f N 4VUD2[D Dollars&
v Nia Cents Per EA.
31 1 EA. Speed Cushion(30' Wide Street) @
5\x%it; HWw)O-EDDollars&
No Cents Per EA.
$ (,6Gn.Cto $ 1,600.co
P-5(SECTION 1) ADDENDUM NO. 1
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
BID
S.P. 32 1 EA. Speed Cushion (40' Wide Street)@
n4NiTfu HyPaefnDollars&
N� Cents Per EA. $ Aoo. Cao
TOTAL BID SECTION-1 $ 5 ZS,06 3. O o
a
s
P-6(SECTION 1) ADDENDUM NO. 1
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 Sixty-Five
665) Working Days from and after the date for commencing work as set forth in the written Work
order to be issued by the Owner, and to pay not less than the "Prevailing Wage Rates for Street,
Drainage and Utility Construction"as established by the City of Fort Worth,Texas.
Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid, the undersigned will
execute the formal contract and will deliver an approved Surety Bond for the faithful performance of
this contract.The attached deposit
check in the sum of FI�J E eCW--I aT A h0ur t A t D
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- I (we), acknowledge receipt of the following addenda to the plans and specifications, all of the
a provisions and requirements of which have been taken into consideration in preparation of the
foregoing bid:
Respectfully submitted
Addendum No.1(Initials) --- PEACW*EE CONSTRUCTION,LTD.
Addendum No.2(Initials)1� CompanyA�me
Addendum No.3(Initials) _ By:
Signatur'
(Seal) J.BARRY CLARK
Printed Name of Principal
Address: 5801 PARK VISTA CIR KELLER,TX 76248
E-mail Address: �)o6c.ry-s Peachtree con.ccm
Date: G-29-CA. Telephone: 817-741-4658
P-7(SECTION 1) ADDENDUM NO. I
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a
contract as low bidder, non-resident bidders (out-of-state contractors whose corporate
offices or principal place of business are outside of the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the
lowest Texas resident bidder by the same amount that a Texas resident bidder would be
required too underbid a non-resident bidder in order to obtain a comparable contract in
the State in which the non-resident's principal place of business is located. The
appropriate blanks in Section A must be filled out by all out-of-state or non-resident
- bidders in order for your bid to meet specifications. The failure of out-of-state or non-
resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Non-resident vendors in (give State), our principal place of
y 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 principal place of business or corporate offices are in the State of Texas.
FJ
Bidder:
Company By: (Please print)
Address Signature
City State Zip Title (Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATIOfar. ^o;p
Hide
ATTACHMENT 1A
Page 1 of 4
FORT WORTH City of Fort Worth 07-06-06 P01 ,:33 IN
Subcontractors/Suppliers Utilization Form
rPRIME COMPANY NAME:: Check applicable block to describe prime/
PROJECT NAME: / MNV/DBE NON-WNIDBE
( ����/ C 51 `7`: c %`► r {ri (. �L'C. L- " ��J ��i7ih BID ATE
�� 6
City's M/1NBE Project Goal: Prime's MNVBE Project Utilization: PROJ CT NUMBER
c i Rio 0
Identify all subcontractors/suppliers you will use on this project
F.ailurct.� to cno-ii etC ihis•farfn, in. It5-eratir�!i} .wi-'.ropg sic-i'. ,tlo ll -anu. r ive6 by Van
Qe�rartefi,ertit :oraibrs` B. .�Tr..Frv ;[ 'friEy'b ;sS�,Frl o nil ,.r x; llrsi pi In id� rrin ;c� 1y
uvli1 reslait'[M Lh a Od Bing Wnsa&-ro ricri•resi Oti-3ue.61Id. pk�trifl lions..
-.,?h6 uadJ_tnM1q id.,.-.Offoror. aalepa IQ t�r�lt�� �� . � al+ ag , A, with the MW 13E firm(s} 'brAlAd ;in this-�
w1lizaton 8�r(RdO16.. oondifteid-up ii`� arikr lc � Er }t +oF Fort J�1bo. ?l htle,
(71{r�+ryiyl�,sy[�r}e s,ryerys�yyri ql 7 4.FL`�1��{( q1 r sl. . - i++ I"+ � f liii + atxd vti+Jl�+ �r
M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker,Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
;-A Wflfv -b, vmx Iive 1. 73,er ,i h';elldw. I1h15-p1kd--* ;oritrac-Lor, .1.1-„ d 1r6 t,
Al � �svcrittl'I .�r� idr l4t,tii, a + r?t t+ autertct�
'l .s'supoflarl kis(dere.d720$tter
t
,�. ALL MIWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency(NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise (DBE)is synonymous with Minority/Women Business Enterprise(M/WBE).
s
W
W
r FOR__T WORTH ATTACP Page
2 1A
�— 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 M/WBE firms first,use additional sheets if necessary.
Certification
rSUBCONTRACTORISUPPLIER T (check one)
Company Name i N T Detail Detail
Address e M W C X Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B R O ,
r E E C T
/ A
rL Vha Trk.riii1 /4"q--jI s{�
2/00 iu. 5y/Vlq ,I c
�lola z SPo�/s
F �9 z !c ,Tyr. .�yS
4iY4 D$3C.
(��7� 4tf'�•-2G39 c�i�
� P r d, tel 0
8 f2 -, S-�- e58 0.
,D�s�ral �Tnc .
2& do
T cell - 3&
gl Yg/-
(917) '?'0-
AMC,
Tk- 7 -
Ya�&
e2,fS-6 v s
`!?.2 Y&- D .��
r
r+-., rnnM9
FOR�TWORTH 07-06-06 P01 ; " I N ATTACHMENT Page
33 o off 44
IV I
Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs.
Please list M/WBE firms first,use additional sheets if necessary.
Certification
SUBCONTRACTOR/SUPPLIER T (check one)
Company Name I N T Detail Detail
Address e M w C X Subcontracting Work Supplies Purchased Dollar Amount
r r B B T D
Telephone/Fax
E E R OC T
A
r--
i
o..,, rianir
FORT WORTH ATTACHMENT 1A
Page 4 of 4
01-06-06 Pr 1 : 3
Total Dollar Amount of M/WBE Subcontractors/Suppliers $
00
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers
i TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 386/ -5.5
f Thert ct��rv'r"rrt rc��.fr7aJ c ;#i r� ,.d 1 ti r, . yr su�;stAutrWis to #his certified list�n1thout the pdor�aporo�!
at Une PALnbrity ai)d Ewerpdi q OfFIC .'-"K rjager nr 'designee through the sub�nitf3il-. of
f$e nest #cr A jUfoYa! cf i 1�ar� .�laldr't1an. .Any_uiijrGvL:fied-"change-or delefidn.shall be ai-ma1%nai1' bFejz ,, 011
-C Ntr ct and nlay res,�IL in debanT7�n( i,; accorc 'u��Tth 'fr�� �f,� ��r��s. lline�:ii� the.o�linancu. The r:.r,krUc nr,
- 1; _jqi xnWA06.t _ > cps r, tivr� cf.h#W,4he rdq�cst �.0.ri�e{addiftbn or deletlor -*ill affect-the comft`,itied
I� ' • '. pl1natian.is-:r ubi'r�il<ked:,Ij-v�` ifl 6 f�tt the.-fin cor srnin
al plis ce:det ation..
-�
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
MAN/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
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
r City work for a period of time not less than one (1) year.
Authorized SGnAture Pfinted Sipnatum.
Pr.e�s f_ t,;cl 13 �=
Tttle Contact Namofntte(H differ*M)
sl)� ,7 y�`f
Company Name Telephone andfor Fax
/ A
CY1J 1t:t.,c �`2` �L"tc:.lrrtCC"h CC'IZ 7
Addnas EmaH Addn►ae
Clty/atatamp Date
RAV..ri/30/03
ATTACHMENT 16
FORT WORTH 07-06-06 Po 1 : %>' Page 1 of 1
City of Fort Worth
Prime Contractor Waiver Form
PRIME COMPANY NAME. Check applicable block to describe
— , rime
PROJECT NAME: P�/VII/DBEki NON-M/W/DBE .
BID DATE
City's M/WBE Project Goal: PROJECT UMBER
pro
If both answers to this form are YES,do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes.
a + (h -h h I'n`b r°)m" Abe
I es a e ct,rx nirr vl} YaM.f i d Fermi I're tfl V
Will you perform this entire contract without subcontractors? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this project, Y, NO
this is your normal business Eractice and provide an operational profile of your business.
Will you perform this entire contract without suppliers? YES
f
If yes, please provide a detailed explanation that proves based on the size and scope of this project,
this is your normal business practice and provide an inventory profile of your business. a NO
s The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including M/WBE(s)on this contract,the payment therefore
and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The bidder also
agrees to allow an audit and/or examination of any books, records and files held by their company that will
substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of
the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or
debarment from City work for a period of not less than three(3)years and for initiating action under Federal, State
or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from participating in City work for a
period of time n6t less than one(1)year.
r- Authorized Signature Printed Signature
r
Title Contact Name(H ditlPersnt)
1` � �) 7Y/•.. y�:5 (!S!7) 7y
Company Name Phone
Number Fax Number
5 'yo/ A k— :�i '�c. Cyr: C �1 ac; cd� (�' � c:•c:.L.{ f c�F �c�/l �CC.iY!
• Address Email Address �'--
k elAe' ,. / X. '76,2,,'Yrs I - to
City/Stataop Date
Rev.5/30/03
97_05_ ATTACHMENT 1C
05 Pi' r : ,,s Page 1 of 3
FORT WORTH City of Fort Worth
Good Faith Effort Form
PRIME COMPANY NAME: Check applicable block to describe
P �f rime
PROJECT NAME: MNV/DBE/.� NON-M/W/DBE
;L _ 5-c-{� BID DATE l0 .29 0�o
City's M/WBE Project Goal: PROJECT NUMBER
C 7 % G-S 7 3 — 6--)0 3 c�5 a C-)
aija� o bct j it` /It�11lBE parti i at�vrF acltl gux�j�tt sC�pco #>act�ng a td/or s4pp(forvp cz t��irli sio t oit
If the bidder's method of compliance with the MMBE goal is based.upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 6 below,
shall satisfy the -Good Faith Effort requirement absent proof of fraud, intentional and/or
knowing misrepresentation the facts or intentional discrimination by the bidder.
.s� Ito coat 1�1� tlr�� hDr ire it's ontiret�Y yWtiti
- l� pparting. cio�;i�meirtati+�n; �rti�=�apeiveci. .l�y�`
INari 'g ►1`g',DopZ-1rtrCr`nt o« or b pre-5;100.p-m,. five { } City bUSinGIES days-,Aur laid opening-, excliEsive•d
, p{=riiiifs ciatc,. ill rosuu i[1 tl e � l�li}g-.c ce6sidered non-re'spgnsive to hid speciiicatiQns.
x
1.) Please list each and every subcontracting and/or supplier opportunityl for the completion of this
project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES
OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the
2 tier.
i (Use additional sheets,if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
r' ��< ! r,c-_k.
0 ATTACHMENT IC
7-05-05
'�07 : 3` Page 2of3
2.) Obtain a current(not more than three(3)months old from the bid open date)list of M/WBE
subcontractors and/or suppliers from the City's M/WBE Office.
_Yes Date of Listing C. /
No
3.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously
listed,at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are
opened?
`IC Yes (If yes,attach MIWBE mail listing to include name of firm and address and a dated copy of letter mailed.)
No
4.) Did you solicit bids from MMBE firms,within the subcontracting and/or supplier areas previously
listed,at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are
opened?
7t Yes (If yes,attach list to include name of MfWBE firm,Person contacted,phone number and date and time of contact.)
No
� a ► ir'tlf a th 'Ib ,'w 0,
777 If TLT ii k of riiv 6Ea #rr a Parti, ui.ar su6co'ri ckii su{�4al�FYr c Pp"r# :tu(y ist.ii� {i i}.o! s i
iOer P1T3Z caritact: th6-erntii-e fist to'ba,hi Grd n0li3itCR`3uit]ti c�ufistians.3 3rr�i 4. 1t tilt lis# ( F Mr' BE4 fir?a
p xticulat suhr rs(rartanglsu.iaP.lier cP}�ariuni.ty+.,iis :ton '(11}.) 4r rs7aTf.' .t P Liddcf rr ��,nfiact at-Ina51,tvi( x
tf ds:( 'I3) of the lira withiri such- area:of vp-�;rturiity but,ndl,.1ess tiiin tee to be 'irt co(np iance.'+n�1i�
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
plans and specifications in order to assist the M/WBEs?
Yes
No
6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in
the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any
supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide
dispute concerning quotes,the bidder will provide for confidential In-camera access to and inspection
of any relevant documentation by City personnel.
Please use additional sheets,if necessa ,and attach.
Company Name Telephone Contact Person Scope of Work Reason for Rejection
CO Cr���
r /Ud¢ Le
/l-7ri c?S Ct7nt j e{�� gl �-� -3`� .Z '-'�=rsz r1 Q
r
ATTACHMENT 1C
Page 3 of 3
ADDITIONAL INFORMATION: 0 f-06-06 p0 1 :3j IN
Please provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE participation on this project.
r
r
P The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
r
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
r (3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the M/WBE(s) listed
was/were contacted in good faith. It is understood that any M/WBE(s) listed in
Attachment 1 C will be contacted and the reasons for not using them will be verified by
the Cl 's M/WBE Office. '
Autho ized Signature Printed Signatu
/ l0 ( 13r
Title Contact Name and Title(if different)
t lkt►tne Cci-vsto-,c t.°C,rl 1)7W
Company Name Phone Number Fax Number
4'iST�C C. ir C[ Ctl[:Cri.��' ���CL.. �'r/`t°L'f,(zrn ,•cC�
Address Email Address
city/State2 p Date
SPECIAL PROVISIONS
FOR: H.M.A.C. SURFACE OVERLAY(2006-12)
AT VARIOUS LOCATIONS
DOE PROJECT NO.5211
TPW PROJECT NO.GS93-020930522960
50/50 CONTRACT
1. SCOPE OF WORK:
The work covered by these details and specifications consists of the removal (only) of all
existing traffic buttons, removal and replacement of existing concrete curb and gutter and
driveways and existing base repair and the addition of a new surface layer of H.M.A.C. for
those streets designated as Mill Overlay (MOL). For those streets designated as Pulverized
Overlay (POL), the work consists of the same removal and replacement items as described
above, surface & base rehabilitation of existing pavement with cement and the addition of a
new surface layer of H.M.A.C. These items are described in the Special Provisions of these
specifications. The work also consists of all other miscellaneous items of construction to be
performed as outlined in the details and specifications which are necessary to satisfactorily
complete the work. These streets will have water/sanitary sewer line replacement by others
prior to any pavement work.
Water and/or sanitary sewer main replacements must be completed(via a proceeding contract
(s)) on project streets, before the HMAC surface overlay contract can begin. Prospective
bidders,on this HMAC project,are hereby advised that the City shall not grant compensation
requests, to the HMAC Contractor, in the event the water and/or sanitary sewer
improvements are delayed and not completed at the time the contract is awarded for the
HMAC work. In addition,the contractor shall honor its original unit bid prices regardless of
such delays.
The Contractor shall mobilize within ten (10) calendar days of the notice given by the
Construction Engineer for any locations. If the contractor fails to be in the work within ten
(10)calendar days, a $200 dollars liquidated damage will be assessed per Block per day.
It shall be the responsibility of the prospective bidder to visit the project sites and make
such examinations and explorations as may be necessary to determine all conditions that
may affect construction of this project. Particular attention should be given to methods of
providing ingress and egress to adjacent private and public properties, procedures for
protecting existing improvements and disposition of all materials to be removed. Proper
consideration should be given to these details during preparation of the Proposal and all }}
SP-1 ��lf
unusual conditions that may give rise to later contingencies should be brought to the
attention of the City prior to the submission of the Proposal. The contractor shall verify
these locations with the Construction Engineer.
For street locations see list at the back of this document. At the sole discretion of the City,
the City reserves the right to add, delete or substitute streets in this contract. The City also
reserves the right to increase or decrease quantities of individual pay items within the
contract provided that the total contract amount remains within plus or minus (t) 25% of
the contract award. The contractor is not entitled to any additional compensation or
renegotiation of individual pay item bid prices.
All short turnouts that intersect with a street to be repaired shall be included in this contract,
even though they may not be listed with the street locations at the back of this document due to
their size. The contractor shall verify these locations with the Construction Engineer prior to
construction. The construction of these turnouts includes; but, is not limited to, milling,
cleaning,tack coating,overlaying and facility adjusting.
Total quantities given in the bid proposal may not reflect actual quantities, but represent the
best estimate based on a reasonable effort of investigation; however, they are given for the
purpose of bidding on and awarding the contract.
2. AWARD OF CONTRACT:
Contract will be awarded to the lowest responsible bidder.
3. SUBMITTALS FOR CONTRACT AWARD:
The City reserves the right to require contractor who is the apparent low bidder(s) for a
project to submit such information as the City,in sole discretion may require, including but
not limited to manpower and equipment records, information about key personnel to be
assigned to the project, and construction schedule, to assist the City in evaluating and
assessing the ability of the apparent low bidder(s) to deliver a quality product and
successfully complete projects for the amount bid within the stipulated time frame. Based
upon the City's assessment of the submitted information, a recommendation regarding the
award of a contract will be made to the City Council. Failure to submit the information if
requested may be grounds for rejecting the apparent low bidder as non-responsive. Affected
contractors will be notified in writing of a recommendation to the City Council.
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4. WORKING DAYS:
The Contractor agrees to complete the Contract within the allotted number of days. If the
Contractor fails to complete the work within the number of days specified,liquidated damages
shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of
the Standard Specification for Street and Storm Drain Construction of the City of Fort Worth,
Texas.
The Contractor also agrees to complete the final punch list within ten(10) days after receiving
it. If the Contractor fails to complete the work within ten (10) days, the counting of the
number of days to complete the Contract will resume and liquidated damages shall be
charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the
Standard Specification for Street and Storm Drain Construction of the City of Fort Worth,
Texas.
5. EARLY WARNING SYSTEM FOR CONSTRUCTION:
Time is of the essence in the completion of this contract. In order to insure that the
contractor is responsive when notified of unsatisfactory performance and/or of failure to
maintain the contract schedule,the following process shall be applicable:
The work progress on all construction projects will be closely monitored. On a bi-monthly
basis the percentage of work completed will be compared to the percentage of time charged
to the contract. If the amount of work performed by the contractor is less than the
.percentage of time allowed by 20% or more (example: 10% of the work completed in 30%
of the stated contract time as may be amended by change order), the following proactive
measures will be taken:
A. A letter will be mailed to the contractor by certified mail, return receipt
requested demanding that, within 10 days from the date that the letter is
received, it provide sufficient equipment, materials and labor to ensure
completion of the work within the contract time. In the event the
contractor receives such a letter, the contractor shall provide to the City an
updated schedule showing how the project will be completed within the
contract time.
B. The Project Manager and the Directors of the Department of Engineering,
and Department of Transportation and Public Works will be made aware of
the situation. If necessary, the City Manager's Office and the appropriate
city council members may also be informed.
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C. Any notice that may, in the City's sole discretion, be required to be
provided to interested individuals will distributed by the Engineering
Department's Public Information Officer.
D. Upon receipt of the contractor's response, the appropriate City
departments and directors will be notified. The Engineering Department's
Public Information Officer will, if necessary, then forward updated notices
to the interested individuals.
E. If the contractor fails to provide an acceptable schedule or fails to perform
satisfactorily a second time prior to the completion of the contract, the
bonding company will be notified appropriately.
6. RIGHT TO ABANDON:
The City reserves the right to abandon, without obligation to the Contractor, any part of the
project, or the entire project, at any time before the Contractor begins any construction work
authorized by the City.
7. 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.
A copy of these specifications may be purchased at the office of the Department of
Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas
76102. The specifications applicable to each pay item are indicated in the call-out for the pay
item in the Proposal. If not shown, then applicable published specifications in any of these
documents may be followed at the discretion of the Contractor.
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8. CONTRACT DOCUMENTS:
Bidders shall not separate, detach or remove any portion, segment or sheets from the contract
documents at any time. Failure to bid or fully execute contract without retaining contract
documents intact may be grounds for designating bids as "non-responsive" and rejecting bids
or voiding contract as appropriate and as determined by the Director of the Engineering.
9. MAINTENANCE STATEMENT:
The Contractor shall be responsible for defects in this project due to faulty materials and
workmanship,or both,for a period of two(2)years from date of final acceptance of this project
by the City of Fort Worth and will be required to replace at his expense any part or all of the
project which becomes defective due to these causes. See Special Instructions to Bidders Item
No. 14 for further requirements.
10. TRAFFIC CONTROL:
The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part
of the "Street Use Permit" a traffic control plan is required. The Contractor shall be
responsible for providing traffic control during the construction of this project consistent with
the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control
Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform
Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statues,
pertinent sections being Section Nos.27,29,30 and 31.
A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic
Engineer 00,817-392-8712 at least 10 working days prior to the preconstruction conference.
Although work will not begin until the traffic control panel has been reviewed, the
Contractor's time will begin in accordance with the time frame established in the Notice to
the Contractor.
The Contractor will not remove any regulatory sign, instructional sign, street name sign, or
other sign which 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
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installed correctly or if it does not meet the required specifications,the permanent sign shall be
left in place until the temporary sign requirements are met. When construction work is
completed to the extent that the permanent sign can be re-installed,the Contractor shall again
contact the Signs and Markings Division to re-install the permanent sign and shall leave his
temporary sign in place until such re-installation is completed.
The Contractor shall limit his work within one continuous lane of traffic at a time to minimize
interruption to the flow of traffic upon the approval of the City Engineer.
Work shall not be performed on certain locations/streets during "peak traffic periods (9 a.m.
to 4 p.m.)"; or, as determined by the City Traffic Engineer and in accordance with the
applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction
and Maintenance Work Areas."
The contractor will be responsible for coordination, of proposed construction activities, with
public or private school administration. The proposed construction activities shall
accommodate school operating schedules, including school bus/parent drop off and pick up
periods. The contractor shall provide proper traffic and pedestrian control to ensure safety at
all times. Construction areas shall be properly barricaded/fenced to prevent public entry.
See Special Instructions to Bidders Item No. 15, for further work time restrictions on "Air
Pollution Watch Days"with substantial use of motorized equipment.
11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
The contractor shall submit a schedule showing the construction start and finish dates for
each street of the project to the inspector at the pre-construction conference. Prior to
beginning construction on any street in this contract, the contractor shall, prepare and
deliver a notice/flyer of the pending construction to the front door of each residence or
business that will be impacted by construction.
The notice/flyer shall be posted three (3) days prior to beginning construction activity along
each street. The flyer shall be prepared on the Contractor's letterhead and shall include the
following:
o Project name/Contract name
o TPW&DOE project numbers
o Expected dates of construction
o Contractors and project inspector's contact information
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A sample notice/flyer will be provided to the contractor at the pre-construction meeting.
The Electronic version of the notice/flyer can be obtained from the Construction office at
(817)871-8306.
In addition, a copy of the notice/flyer shall be delivered to the City inspector for his review
prior to distribution. The contractor will not be allowed to begin construction on any street
until the flyer is delivered to all residents of the street.
It will be the contractor's responsibility to create and distribute a follow-up notice/flyer
informing residents if for any reason work should stop on a project for more than five (5)
days after construction begins. The flyer should also include the anticipated date of when
the work will begin again. It will be the contractor's responsibility to re-distribute a three
(3) day notification/flyer prior to beginning the construction activity.
All work involved with the notice/flyer shall be considered subsidiary to the contract price
and no additional compensation shall be made.
12. PAYMENT:
The Contractor will receive bi-weekly payment (minus 5% retainage) from the City for all
work for each pay period. Payment of the remaining amount shall be made with the final
payment, and upon acceptance of the project. See Special Instructions to Bidders Item No. 14
for further requirements.
13. DELAYS:
The Contractor shall receive no compensation for delays or hindrances to the work, except
when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to
provide information or material,if any,which is to be furnished by the City. When such extra
compensation is claimed a written statement thereof shall be presented by the Contractor to
the Engineer and if by him found correct shall be approved and referred by him to the Council
for final approval or disapproval; and the action thereon by the Council shall be final and
binding. If delay is caused by specific orders given by the Engineers to stop work, or by the
performance of extra work, or by the failure of the City to provide material or necessary
instructions for carrying on the work, then such delay will entitle the Contractor to an
equivalent extension of time, his application for which shall, however, be subject to the
approval of the City and no such extension of time shall release the Contractor or the surety on
his performance bond from all his obligations hereunder which shall remain in full force until
the discharge of the contract.
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14. DETOURS AND BARRICADES:
The Contractor shall prosecute his work in such a manner as to create a minimum of
interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian
traffic within the project area. Contractor shall protect construction, as required by Engineer,
by providing barricades.
Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers
and Warning and/or Detour Signs",Item 524,and/or as shown on the plans.
Construction signing and barricades shall conform with the latest edition of the "Texas
Manual on Uniform Traffic Control Devices,Vol.No. 1".
15. DISPOSAL OF SPOIL/FH L 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 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.
No temporary storage of material, rubble, equipment or vehicles within parkway is allowed.
Damage to sodded/landscaped areas shall be replaced at Contractor's expense to the
satisfaction of City Engineer.
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16. ZONING REOUIREMENTS:
During the construction of this project, the Contractor shall comply with present zoning
requirements of the City of Fort Worth in the use of vacant property for storage purposes.
17. PROPERTY ACCESS:
Access to adjacent property shall be maintained at all times unless otherwise directed by the
Engineer.
18. CONSTRUCTION SCHEDULE:
Contractor shall be responsible for producing a project schedule at the pre-construction
conference. This schedule shall detail all phases of construction, special coordination with
schools (see Item No. 10 Traffic Control for details), including project clean up, and allow
the contractor to complete the work in the allotted time. Contractor will not move on to the
job site nor will work begin until said schedule has been received and approval secured from
the Construction Engineer. However, contract time will start even if the project schedule
has not been turned in. Contract start date would be outlined in the pre- construction work
order notice. Project schedule will be updated and resubmitted at the end of every
estimatinE period. All costs involved with producing and maintaining the project schedule
shall be considered subsidiary to this contract.
19. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches, painted yellow with black
letters that are legible at twelve feet shall be placed inside and outside vehicles such
as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or
similar apparatus. The warning sign shall read as follows:
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX
FEET OF HIGH VOLTAGE LINES."
(2) Equipment that may be operated within ten feet of high voltage lines shall have an
insulating cage-type of guard about the boom or arm, except back hoes or dippers,and
insulator links on the lift hood connections.
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(3) When necessary to work within six feet of high voltage electric lines, notification shall
be given the power company (TXU Electric Delivery) which will erect temporary
mechanical barriers,de-energize the line, or raise or lower the line.The work done by
the power company shall not be at the expense of the City of Fort Worth.The notifying
department shall maintain an accurate log of all such calls to TXU Electric Delivery
and shall record action taken in each case.
(4) The Contractor is required to make arrangements with the TXU Electric Delivery for
the temporary relocation or raising of high voltage lines at the Contractor's sole cost
and expense.
(5) No person shall work within six feet of a high voltage line without protection having
been taken as outlined in Paragraph(3).
20. RIGHT TO AUDIT:
Contractor agrees that City shall, until the expiration of three (3) years after final payment
under this contract is made by City, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of Contractor involving
transactions relating to this contract. Contractor agrees that City shall have access during
normal working hours to all necessary Contractor facilities and shall be provided adequate
and appropriate workspace in order to conduct audits in compliance with the provisions of
this section.
Contractor further agrees to include in all its subcontracts hereunder a provision to the
effect that the subcontractor agrees that City shall, until the expiration of three (3) years
after final payment under the subcontract, have access to and the right to examine any
directly pertinent books, documents,papers and shall be provided adequate and appropriate
work space, in order to conduct audits in compliance with the provisions of this article
together with Article VI. City shall give the subcontractor reasonable advance notice of
intended audits.
Contractor and subcontractor agree to photocopy such documents as may be requested by
City. City agrees to reimburse Contractor and/or subcontractor for the cost of copies at the
rates as contained in the Texas Administrative Code at the time payment is made.
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21. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor
covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City,
its officers, servants and employees, from and against any and all claims or-suits for
property loss, property damage, personal injury, including death, arising out of, or alleged
to arise out of,the work and services to be performed hereunder by Contractor, its officers,
agents, employees, subcontractors, licensees or invitees, whether or not any such injury,
damage or death is caused, in whole or in part, by the negligence or alleged negligence of City,
its officers, servants, or employees:. Contractor likewise covenants and agrees to indemnify
and hold harmless the City from and against any and all injuries to City's officers,servants
and employees and any damage, loss or destruction to property of the City arising from the
performance of any of the terms and conditions of this Contract, whether or not any such
injury or damage is caused in whole or in part by the negligence or alleged negligence of City,
its officers, servants or employees.
In the event City receives a written claim for damages against the Contractor or its
subcontractors prior to final payment, final payment shall not be made until Contractor
either (a) submits to City satisfactory evidence that the claim has been settled and/or a
release from the claimant involved, or (b) provides City with a letter from Contractor's
liability insurance carrier that the claim has been referred to the insurance carrier.
The Director may,if deemed appropriate, refuse to accept bids on other City of Fort Worth
public work from a Contractor against whom a claim for damages is outstanding as a result
of work performed under a City Contract.
22. SUBSTITUTIONS:
The specifications for materials set out the minimum standard of quality that the City
believes necessary to procure a satisfactory project. No substitutions will be permitted until
the Contractor has received written permission of the Engineer to make a substitution for the
material that has been specified. Where the term"or equal", or "or approved equal"is used,
it is understood that if a material,product, or piece of equipment bearing the name so used is
furnished, it will be approvable, as the particular trade name was used for the purpose of
establishing a standard of quality acceptable to the City. If a product of any other name is
proposed substitutes is procured by the Contractor. Where the term "or equal", or
"approved equal" is not used in the specifications, this does not necessarily exclude
alternative items or material or equipment which may accomplish the intended purpose.
However, the Contractor shall have the full responsibility of providing that the proposed
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substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the
sole judge of the acceptability of substitutions. The provisions of the sub-section as related to
"substitutions"shall be applicable to all sections of these specifications.
23. WATER FOR CONSTRUCTION:
Water for construction will be furnished by the Contractor, at his own expense.
24. SANITARY FACILITIES FOR WORKERS:
The Contractor shall provide all necessary conveniences for the use of workers at the project
site.Specific attention is directed to this equipment.
25. MATERIAL STORAGE:
Material shall not be stored on private property unless the Contractor has obtained
permission from the property Owner.
26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS:
The Contractor shall take adequate measures to protect all existing structures,
improvements and utilities,which may be encountered.
27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC:
The Contractor's particular attention is directed to the requirements of Item 7, "Legal
Relations and Responsibilities to the Public" of the "Standard Specifications for Street and
Storm Drain Construction".
28. CONSTRUCTION
The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its
employees and all contractors and their sub-contractors must comply with this program as a
condition of the contract. All active sewer manholes, regardless of depth, are defined, as
"permit required confined spaces". Contractors will be required to complete the "CONFINED
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SPACE ENTRY PERNIIT" used by the Fort Worth Water Department (Field Operations
Division) for each entry and possess and use the equipment necessary to comply with this
program. The cost of complying with this program will be considered subsidiary to the pay
items involving work in confined spaces(e.g.vacuum testing,cleaning,televising,construction,
etc.).
NON-PAY ITEM No. 1 -SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust
Control" shall apply. However, no direct payment will be made for this item and it shall be
considered incidental to this contract.
NON-PAY ITEM NO.2-REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE'TAPE:
All traffic buttons shall be removed from the existing asphalt surface before resurfacing
begins. The contractor shall be responsible for the removal of all buttons. Upon completion of
the job the City will install new buttons after proper notification.
The contractor shall also be responsible for all materials, equipment and labor to place
temporary adhesive lane marking tape, at locations as directed by the Construction Engineer,
to direct traffic flow until permanent markers are installed.
The contractor shall notify the Construction Engineer to arrange for the replacement of the
buttons and adhesive lane markers(arrows, etc.).All costs to the contractor shall be figured as
subsidiary to this contract.
NON-PAY ITEM No.3—LOCATION AND EXPOSURE OF MANHOLES AND WATER
VALVES:
The contractor shall be responsible for locating and marking previously exposed manholes and
water valves in each street of this contract before the resurfacing process commences for a
particular street.
The contractor shall attempt to include the Construction Engineer or his designee (if
available) in the observation and marking activity. In any event, a street shall be
completely marked a minimum of two (2) working days before resurfacing begins on
the street. Marking the curbs with paint is a recommended procedure.
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It shall be the contractor's responsibility to notify the utility companies that he has
commenced work on the project. As the resurfacing is completed (within same day), the
contractor shall locate the covered manholes and valves and expose them. Upon
completion of a street the contractor shall notify the utilities of this completion and
indicate the start of the next one in order for the utilities to adjust facilities accordingly.
The following are utility contact persons:
Company Telephone Number Contact Person
SBC—Telephone 817-338-6202 Mr. Gary Tillory
214-384-3732 Cell
TXU Electric Delivery 817-215-6424 Mr.Scott King
Downtown 817-215-6688 Mr.Robert Martinez
-other than Downtown
Atmos Energy(Gas)— 817-215-4306 Mr.Roger Oliver
CFW Street Light and Signal 817-871-8100 Mr.Dwayne Cox
Mr.Roger Martin
Storm Drain 817-871-8100 Mr. Gordon Couch
Water& Sewer 817-212-2686
817-992-013 0 Cell Mr. Steve Tackett
817-212-2633
817-991-8102 Cell Mr.Ron Dacus
Of course, under the terms of this contract, the contractor shall complete adjustment of the
storm drain and Water Department facilities,one traffic lane at a time within five(5)working
days after completing the laying of proposed H.M.A.C.overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may result in the shut
down of the resurfacing operation by the Construction Engineer.
The contractor shall be responsible for all materials, equipment and labor to perform a most
accurate job and all costs to the contractor shall be figured subsidiary to this contract.
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NON-PAY ITEM No. 4-PROTECTION OF TREES,PLANTS AND SOIL:
All property along and adjacent to the Contractor's operations including lawns, yards,
shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition
equal or better than existed prior to start of work.
By ordinance,the contractor must obtain a permit from the City Forester before any work
(trimming, removal or root pruning) can be done on trees or shrubs growing on public
property including street rights-of-way and designated alleys. This permit can be obtained
by calling the Forestry Office at 871-5738. All tree work shall be in compliance with
.y pruning standards for Class H Pruning as described by the National Arborist Association.
A copy of these standards can be provided by calling the above number. Any damage to
public trees due to negligence by the Contractor shall be assessed using the current formula
for Shade Tree Evaluation as defined by the International Society of Arboriculture.
Payment for negligent damage to public trees shall be made to the City of Fort Worth and
may be withheld from funds due to the Contractor by the City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees
shall be immediately sealed using a commercial pruning paint. This is the only instance
when pruning paint is recommended.
NON-PAY ITEM No. 5—PROJECT CLEAN-UP:
During the construction of this project, all parkways that are excavated shall be shaped,
including bar ditches, and backfilled at the same time the roadway is excavated. Excess
excavation will be disposed of at locations approved by the Engineer.
The Contractor shall be aware that keeping the project site in a neat and orderly condition
is considered an integral part of the contracted work and as such shall be considered
subsidiary to the appropriate bid items. Clean up work shall be done as directed by the
Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is
necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be
limited to:
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
• Keeping trash of any kind off of residents' property
If the Engineer determines not feel that the jobsite has not been kept in an orderly
condition, the next estimate payment (and all subsequent payments until completed) of the
appropriate bid item(s)will be reduced by 25%.
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The Contractor shall make a final cleanup of all parts of the work before acceptance by the
City or its representative. This cleanup shall include removal of all objectionable rocks,
pieces of asphalt or concrete and other construction materials, and in general preparing the
site of the work in an orderly manner and appearance.
Final cleanup work shall be done for this project as soon as the paving and curb and gutter
has been constructed. No more than seven days shall elapse after completion of construction
before the roadway and right-of-way is cleaned to the Engineer's satisfaction.
NON-PAY ITEM NO.6—CRACK SEALING:
All cracks that develop after completion of the street resurfacing and until the end of the 2-
year warranty period shall be crack sealed with Rubber Asphalt Crack Sealer, as per the
latest edition of the TxDOT Specifications for Construction and Maintenance of Highways,
Streets,and Bridges,Item 300,"Asphalts,Oils,and Emulsions".
The contractor shall be responsible for all materials, equipment and labor to perform a most
accurate job and all costs to the contractor shall be figured subsidiary to this contract.
NON-PAY ITEM NO.7—STORM DRAIN INLET PROTECTION:
F , All pulverization and overlay streets with storm drain inlets shall use inlet protection for
sediment control, in accordance with the Standard Specifications for Public Works
Construction-North Central Texas.
The contractor shall be responsible for all materials, equipment and labor to perform a most
accurate job and all costs to the contractor shall be figured subsidiary to this contract.
NON-PAY ITEM NO. 8 - NO PAVING WORK ON SOLID WASTE WEEKLY PICK-UP
DAY
In order to eliminate potential rutting of the pavement from solid waste trucks while paving
operations are underway, the contractor shall schedule construction on all the identified
project streets such that no paving activities are scheduled on the weekly solid waste pick-up
day for each street. The solid waste weekly pick-up day for each project street is identified
on the "STREET BY STREET PAVING QUANTITY DETERMINATION
SPREADSHEET" located at the end of the contract documents.
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On the spreadsheet,the solid waste weekly pick-up is listed as the day of the week under the
column heading, "Garbage, Recycling, Yard Trimmings & Brush Weekly Pickup". No paving
- activities shall be scheduled on this day. The Contractor will be allowed to construct
concrete flatwork on solid waste weekly pick-up day.
Also on the spreadsheet,the solid waste monthly pick-up is listed as the week of the month
under the column heading, "Monthly Pickup of Bulky Items". During this week,the day of
pick up varies from Monday to Saturday afternoon. The Contractor will be allowed to pave
the week of the solid waste monthly pickup.
The Contractor, however, will be responsible for any coordination with the City
Environmental Dept. regarding when the monthly pickup day occurs. If new pavement is
damaged by the solid waste monthly pickup trucks due to the contractor's failure to adhere
to the procedure outlined above; then, the Contractor shall be solely responsible for any
repairs required. Assessment of damage will be determined by the Construction Engineer,
or,his authorized representative.
The weekly and monthly solid waste pick up schedules are hereby provided for bidding
purpose and use by the selected contractor during construction.
All cost associated with scheduling pavement installation around "solid waste pick-up days"
shall be considered incidental to the project contract amount and no additional
compensation shall be allowed.
PAY ITEM No. 1 -PROJECT DESIGNATION SIGN:
The contractor shall construct and install two (2) Project Designation Signs and it will be
the responsibility of the contractor to maintain the signs in a presentable condition at all
times on each project under construction. Maintenance will include painting and repairs
as directed by the Engineer.
It will be the responsibility of the Contractor to have the individual project signs lettered
and painted in accordance with the enclosed detail. The quality of the paint, painting and
lettering on the signs shall be approved by the Engineer. The height and arrangement of
the lettering shall be in accordance with the enclosed detail. The sign shall be constructed
of %11 fir plywood, grade A-C (exterior) or better. These signs shall be installed on
barricades or as directed by the Engineer and in place at the project site upon
commencement of construction.
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The work, which includes the painting of the signs, installing and removing the signs,
furnishing the materials,supports and connections to the support and maintenance shall be
to the satisfaction of the Engineer.
The unit price bid per each will be full payment for materials including all labor,
equipment,tools and incidentals necessary to complete the work.
PAY ITEM NO.2-UTILITY ADJUSTMENT:
This item is included for the basic purpose of establishing a contract price which will be
comparable to the final cost of making necessary adjustments required due to street
improvements to water,sanitary sewer,and natural gas service lines and appurtenances where
such service lines and appurtenances are the property owner's responsibility to maintain. An
arbitrary figure has been placed in the Proposal; however, this does not guarantee any
payment for utility adjustments, neither does it confine utility adjustments to the amount
shown in the Proposal. It shall be the Contractor's responsibility to provide the services of a
licensed plumber to make the utility adjustments determined necessary by the Engineer. No
payment will be made for utility adjustments except those adjustments determined necessary
by the Engineer. Should the Contractor damage service lines due to his negligence,where such
lines would not have required adjustment or repair otherwise,the lines shall be repaired and
adjusted by the Contractor at the Contractor's expense.
The payment to the Contractor for utility adjustments shall be the actual cost of the
adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the
Contractor in handling the utility adjustments.
PAY ITEM NO.3-MANHOLE ADJUSTMENT:
This item shall include adjusting the tops of existing manhole with concrete collar to match
proposed grade as shown on the plans,in the detail at the back of this document or as directed
by the Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and
406 "Concrete for Structures" shall apply except as herein modified.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch.Work shall be completed and street open to traffic within seven(7)calendar days.
If the contractor fails to complete the work within seven (7) calendar days, a $100 dollars
liquidated damage will be assessed per each manhole per day.
SP-18
Prior to beginning of work,the Contractor shall make an inventory of the condition of existing
manholes. The Engineer will field verify this inventory and provide the Contractor
replacements for broken manhole covers. The contractor shall replace the manhole covers
which are damaged during construction at no cost to the City.
Included as part of this pay item shall be the application of a cold-applied preformed flexible
butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete
manhole sections,as per current City Water Department Special Conditions.
For adjusting franchise utility manholes, the Contractor is encouraged to work directly with
Franchise Utility Companies. It is anticipated that Franchise Utility Companies will supply
and the Contractor will install and adjust the franchise utility manhole rings. Payment for
work performed,by the Contractor,will come directly from the Franchise Utility Companies.
The contractor is not entitled to any additional compensation or renegotiation with the City
associated with the construction of this work.
The pre bid unit price per each will be full compensation for all labor, materials, equipment,
tools,and incidentals necessary to complete the work.
PAY ITEM NO.4-WATER VALVE BOXES ADJUSTMENT:
This item shall include adjusting the tops of existing water valve with concrete collar to match
proposed grade as shown on the detail at the back of this document or as directed by the
Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406
"Concrete for Structures" shall apply except as herein modified.
Contractor will be responsible for adjusting water valve boxes to match new pavement grade.
The water valves themselves will be adjusted by City of Fort Worth Water Department forces.
Prior to beginning of work,the Contractor shall make an inventory of the condition of existing
water valve boxes. The Engineer will field verify this inventory and provide the Contractor
replacements for broken valve boxes. The contractor shall replace the valve boxes, which are
damaged during construction at no cost to the City.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch.Work shall be completed and street open to traffic within seven(7)calendar days.
If the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per each water valve box per day.
SP-19
The pre bid unit price per each will be full compensation for all labor, materials, equipment,
tools,and incidentals necessary to complete the work.
PAY IT)♦M NO.5-WATER METER BOX ADJUSTMENT:
This item only apply when the adjacent curb and gutter has been determined to be removed
and replaced as directed by the Engineer. The adjustment shall include raising or lowering the
existing water meter box to the proper grade.
The pre bid unit price per each will be full compensation for all labor, materials, equipment,
tools,and incidentals necessary to complete the work.
PAY ITEM NO. 6 - REMOVAL AND REPLACEMENT OF CONCRETE CURB AND
GUTTER IN SECTIONS AS DIRECTED BY INSPECTOR(POL 50/50):
These provisions require the contractor to remove all failed existing curb and gutter, as
designated by the Construction Engineer, and replace with standard concrete curb and gutter,
laydown curb and gutter,or in like kind,as governed by the standard City Specifications,Item
No. 104 "Removing Old Concrete",Item No. 502 "Concrete Curb and Gutter", and Drawing
Nos. S-S2 through S-S4. Pay limits for laydown curb and gutter are as shown in Drawing No.
S-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 dumpsite.The street void shall be filled with
H.M.A.C. Type "D" mix(PG 64-22) in accordance with all applicable provisions of TxI)OT's
L°Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges"Item Nos. 300 "Asphalts, Oils, and Emulsions",310 "Prime Coat" (referenced), and
340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard
densities. Top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and
leveled to grade behind the curb. Existing improvements within the parkway such as water
meters, sprinkler system, etc. damaged during construction shall be replaced with same or
better at no cost to the City.
SP-20
Backfill for curb and gutter shall be completed within seven (7) calendar days from the day of
completion of the'curb and gutter. If the contractor fails to complete the work within seven(7)
calendar days,a$100 dollar liquidated damage will be assessed per block per day.
For those streets designated as Mill Overlay on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the
completion of the curb and gutter. If the contractor fails to complete the work within fourteen
(14)calendar days,a$100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials,labor,equipment
and incidentals necessary to complete the work.
PAY-ITEM NO.7-REMOVAL AND REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of existing concrete driveways, due to
deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate
ponding water with same day haul-off of the removed material to a suitable dump site. For
specifications governing this item see Item No. 104 "Removing Old Concrete",Item No. 504"
Concrete Sidewalk and Driveways".Pay limits for concrete driveway are as shown in Drawing
No.S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensation for all labor, material,
equipment,supplies,and incidentals necessary to complete the work.
PAY-ITEM NO.8-REMOVAL AND REPLACEMENT OF 4" CONCRETE SIDEWALK:
This item shall include the removal and replacement of existing concrete sidewalk due to
failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding
water with same day haul-off of the removed material to a suitable dumpsite. For
specifications governing this item see Item No. 104 "Removing Old Concrete", and Item No.
504 "Concrete Sidewalk and Driveways".
The unit price bid per square yard shall be full compensation for all labor, material,
equipment,supplies,and incidentals necessary to complete the removal and replacement work.
PAY ITEM NO. 9 - REMOVAL AND REPLACEMENT OF H.M.A.C. PAVEMENT AND
BASE:
SP-21
The contractor is to remove all existing deformed H.M.A.C. pavement and/or bad base
material that shows surface deterioration and/or complete failure. The Construction
Engineer will identify these areas upon which time the contractor will begin work. The
failed area shall be saw cut, or other similar means, out of the existing pavement in square
or rectangular fashion. The side faces shall be cut vertically and all failed and loose material
excavated. As a part of the excavation process, all unsatisfactory base material shall be
removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of
excavation could range from a couple of inches to include the surface-base-some sub-base
removal for which the Construction Engineer will select the necessary depth.The remaining
good material shall be leveled and uniformly made ready to accept the fill material. All
excavated material shall be hauled off site, the same day as excavated, to a suitable
dumpsite.
After satisfactory completion of removal as outlined above, the contractor shall place the
permanent pavement patch, with Type "D" surface mix (PG 64-22). This item will always be
used even if no base improvements are required. The proposed H.M.A.C. repair shall match
the existing pavement section or the depth of the failed material, whichever is greater.
However,the patch thickness shall be a minimum of 2 inches.Generally the existing H.M.A.C.
pavement thickness will not exceed 6".Before the patch layers are applied, any loose material,
mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed
surfaces.Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions
to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort
Worth,made in preparation to accept the recycling process.
All applicable provisions of TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and
Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt
(Method)"(referenced)shall govern work.
The unit price bid per cubic yard shall be full compensation for all materials,labor,
equipment and incidentals necessary to complete the work.
PAY-ITEM NO.10-GRADED CRUSHED STONES:
This item shall be used to repair the failed base material in areas exceed 8" deep as directed by
the Engineer.The material shall be graded crushed stone.
For City specifications governing this item see Item No.208 "Flexible Base".
SP-22
The unit price bid per cubic yard shall be full compensation for all materials,labor,equipment
and incidentals necessary to complete the work.
PAY-ITEM NO. 11 -WEDGE MILLING 2" TO 0" 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.
If the existing base is brick and cannot be wedge milled, then the existing brick base,of 5-
foot in width, shall be removed under Pay Item No. 24 "UNCLASSIFIED STREET
EXCAVATION", and replaced under Pay Item No. 13 "HMAC LEVEL UP", prior to
placing H.M.A.C. surface course. See Pay Item No. 24 "UNCLASSIFIED STREET
EXCAVATION",for further description of work.
For those streets designated as Mill Overlay on the street list in the back of this contract
document book,the wedge milling shall begin within fourteen(14)calendar days from the
completion of the curb and gutter. If the contractor fails to complete the work within
fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block
per day.
The wedge milling operations for this project will be performed in a continuous manner
along both sides of the street.Details of milling locations are at the back of this document.
Contractor is required to begin the overlay,within five(5) calendar days 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-23
2. Equipment
The equipment for removing the pavement surface shall be a power operated milling
machine or other equal or better mechanical means capable of removing, in either one
pass or two passes, the necessary pavement thickness in a five-foot minimum width. The
equipment shall be self-propelled with sufficient power,traction and stability to maintain
accurate depth of cut and slope.
The machine shall be equipped with an integral loading and reclaiming means to
immediately remove material being cut from the surface of the roadway and discharge
the cuttings into a truck, all in one operation. Adequate back-up equipment(mechanical
street sweepers, loaders, water truck, etc.) and personnel will also be provided to keep
flying dust to a minimum and to insure that all cuttings are removed from street surface
daily. Stockpiling of planed material will not be permitted on the project site unless
designated by the Engineer. The machine shall be equipped with means to control dust
created by the cutting action and shall have a manual system providing for uniformly
varying the depth of cut while the machine is in motion thereby making it possible to cut
flush to all inlets,manholes,or other obstructions within the paved area. The speed of the
machine shall be variable in order to leave the desired grid pattern specified under
Surface Texture.
The unit price bid per linear feet shall be full compensation for all labor, material,
equipment,tools,and incidentals necessary to complete the work.
PAY-ITEM NO.12-BUTT JOINTS-MILLED:
Description:
This item requires the contractor to mill "butt joints" into the existing surface, in association
with the wedge milling operation (PAY ITEM NO. 11) to the depth and at locations as
described below. The butt joint will provide a full width transition section, whereby the new
overlay shall maintain constant depth at the point the new overlay is terminated and the new
surface elevation matches the existing pavement. The construction activities, performance
standards and equipment needed for the butt joints milling operations shall be governed by the
special provisions of Pay Item No. 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:
SP-24
Prior to the milling of the butt joints, the contractor shall consult with the construction
Engineer for proper location of these joints and verify that the selected limits of the projects
street are correct.
The general locations for butt joints are at all 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 2". This milled area shall be tapered within the 20 feet to a
depth from 0" to 2" at a line adjacent to the beginning and ending points or intermediate
transverse items. This butt joint-when overlayed -will consist of an asphalt section that will
transition the new overlay to match the existing pavement elevation.
The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a
smooth ride over the bump.
Measurement and Payment:
Butt joints as prescribed above, will be measured by the unit of each butt joint milled. The
disposal of excess material involved will not be measured for payment.
Each butt joint-milled, measured as above, complete-in place-in accordance with these
specifications, will be paid for at the unit price shown in the proposal for "Butt Joints". The
unit price bid per each shall be full compensation for all milling, including material haul-off,
tools,labor,equipment and incidentals necessary to complete the required work.
PAY ITEM NO.13-H.M.A.C.LEVEL UP:
This item shall be used to fill ruts, depressions, level up pavement section with Type "D"
surface mix (PG 64-22) prior to placing the asphalt surface overlay and where needed as
directed by the Engineer in the field.
All applicable provisions of TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and
Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix
Asphalt(Method)"(referenced),shall govern work.
SP-25
This item shall be used to fill,to the proper grade,the void created by removing existing brick
base,if existing base cannot be wedged or surface milled.
The unit price bid per ton shall be full compensation for all materials, labor, placing,
equipment,cleaning and incidentals necessary to complete the work.
PAY-ITEM NO. 14 - 2" H.M.A.C. (TYPE "D" MIX1 ASPHALT CEMENT SURFACE
COURSE:
All applicable provisions of TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and
Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense--Graded Hot-Mix
Asphalt(Method)"(referenced)shall govern work.
The following amendments to the above TxDOT's specifications shall govern, take
precedence and shall include:
Item No. 340 "Dense--Graded Hot-Mix Asphalt(Method)"(referenced):
• Under Item 340.2,Materials,A. Aagreaates:
The surface aggregate classification (SAC) shall be Class B.
The Contractor shall perform the Los Angeles abrasion, magnesium sulfate
soundness,Micro-Deval and all other aggregate quality tests listed in Table 1.
2.RAP will not be allowed,for use,in surface course Type"D"mix.
• Under Item 340.2,Materials,D. Asphalt Binder:
Furnish performance-graded PG 64-22 for H.M.A.C. surface course, level up and
pavement/base repair or replacement.
• Under Item 340.4,Construction,
The City of Fort Worth, Texas will perform quality assurance tests and checks on
the paving project materials during construction, to ensure compliance with the
specifications and approved mixture design.
The sampling and testing of the materials shall be made at the expense of the City. In
the event the sampling and testing does not comply with the specifications, all
SP-26
• subsequent testing of the material,in order to determine if the material is acceptable,
shall be furnished and paid by the contractor,as directed by the Engineer.
Samples will be taken daily for determination of asphalt content, aggregate
gradation,maximum theoretical specific gravity and stability.
For each hot mix asphalt surface course placed, nuclear gauge in-place density
testing will be performed at each 50-ft station,with a minimum of one test per lane
width at each 50-ft station.
For each hot mix asphalt surface course placed,cores will be obtained to determine
in-place density and thickness. The cores will be taken at the maximum interval of
300-ft(to coincide with field density locations).
• Under Item 340.4,Construction,A.Mixture Design:
The contractor shall furnish mixture design of the proposed hot mix asphalt, at or
before the pre-construction meeting. The Contractor shall submit to the Engineer a
mixture design prepared by a AASHTO accredited laboratory, for the materials to
be used in the project. Using the typical weight design example in Tex-204-F,Part
I, the mixture design shall meet the requirements contained in Tables 1 through
Table 5 of Item 340. The Indirect Tensile-Dry (Tex-226-F) and the Hamburg
Wheel-tracking(Tex-242-F)tests shall be waived.
The mixture design report must be certified and signed by a Level H Specialist and
submitted on TxDOT's software forms.
The Engineer may verify the mixture design at optimum asphalt content.
• Under Item 340.4, Construction,B. Job-Mix Formula Approval:
The Contractor will perform the Boil Test(Tex-530-C).
• Under Item 340.4, Construction,J.Ride Quality:
The Ride Quality Surface Type A test(10-foot straight edge)shall be measured.
• Under Item 340.5 Measurement:
Hot mix will be measured by the square yard of the composite hot mix, which
includes asphalt,aggregate and additives.
■ Under Item 340.6 Payment:
SP-27
The work performed and materials furnished in accordance with this Item and
measured as provided under "Measurement", will be paid for at the unit price bid
per square yard,for"Dense-Graded Hot Mix Asphalt (Method)".
PAY ITEM NO. 15 - REMOVAL AND REPLACEMENT OF 7" CONCRETE VALLEY
GUTTER:
This item shall include the removal and reconstruction of existing concrete valley gutters at
locations to be determined in field by the Construction Engineer.
Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and
necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay
item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as
directed by the Engineer and necessary asphalt transitions as shown in the concrete valley
gutter details,shall be subsidiary to this Pay Item.
See City standard specifications Item No. 104, "Removing Old Concrete", Item No. 106,
"Unclassified Street Excavation" Item No. 208 "Flexible Base", Drawing No. S-86 and detail
enclosed, TxDOT's "Standard Specifications for Construction and Maintenance of Highways,
Streets, and Bridges"Item Nos. 300 "Asphalts,Oils,and Emulsions" (referenced),310 "Prime
Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and
Item No. 360 "Concrete Pavement" (enclosed). Measurement for final quantities of valley
gutter will be by the square yard of concrete pavement and the curb and gutter section will be
included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at
no additional cost. See Item No. 360 "Concrete Pavement" (enclosed). Surface texturing shall
be made with a medium broom in lieu of carpet drag or metal tining.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half
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.
SP-28
r
PAY-ITEM NO. 16-NEW 7" CONCRETE''ALLEY GUTTER:
This item shall include the construction of concrete valley gutters at various locations to be
determined in field by the Construction Engineer.
Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary
excavation to install the concrete valley gutters all shall be subsidiary to this pay item.
Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by
the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details
shall be subsidiary to this Pay Item.
See City standard specifications Item No. 104, "Removing Old Concrete", Item No. 106,
"Unclassified Street Excavation" Item No. 208 "Flexible Base", Drawing No. S-S6 and detail
enclosed, TxDOT's "Standard Specifications for Construction and Maintenance of Highways,
Streets, and Bridges"Item Nos. 300 "Asphalts,Oils,and Emulsions" (referenced),310 "Prime
Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and
Item No. 360 "Concrete Pavement" (enclosed). Measurement for final quantities of valley
gutter will be by the square yard of concrete pavement and the curb and gutter section will be
included.
Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at
no additional cost. See Item No. 360 "Concrete Pavement" (enclosed). Surface texturing shall
be made with a medium broom in lieu of carpet drag or metal tining.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch. Contractor shall work on one-half of valley gutter at a time, and the other half be
open to traffic.Work shall be completed on each half within seven(7)calendar days.
If the Contractor fails to complete the work on each half within seven(7)calendar days,a$100
dollars liquidated damage will be assessed per each half of valley gutter per day.
The unit price bid per square yard for Concrete Valley as shown on the proposal will be full
compensation for materials, labor, equipment,tools and incidentals necessary to complete the
work.
PAY-ITEM 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.
SP-29
The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed
details, or as directed by the Engineer.
The removal of existing substandard wheelchair ramps and sidewalk as required for the
installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and
replacement of existing curb and gutter as required for the installation of new wheelchair
ramps shall be included in Pay Item 6 (Removal and Replacement of Curb and Gutter). Pay
limits for laydown curb and gutter are as shown in the Standard Pay Limit Detail(WR-1).The
pay limit will extend from 9" outside the lip of gutter to 15" back from the face of curb. Any
asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard
Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of
the ramp and sidewalk.
All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and
Item 504"Concrete Sidewalk Driveways" shall apply except as herein modified.
All concrete flared surface shall be colored with LITHOCHROME color hardener as
manufactured by L.M. Scofield Company or equal.The color hardener shall be brick red color
and dry-shake type,and shall be used in accordance with manufactures instructions. Concrete
stain may be applied after concrete is poured(Product sold by BAER).
"Contractor shall provide a colored sample concrete panel of one foot by one foot by three
inches dimension, or other dimension approved by the Engineer, meeting the aforementioned
specification. The sample, upon approval by the Engineer, shall be the acceptable standard to
be applied for all construction covered in the scope of this pay item.
The method of application shall be by screen, sifter, sieve or other means in order to provide
for a uniform color distribution."
The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal
will be full compensation for materials, labor, equipment, tools and incidentals necessary to
compete the work.
PAY-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.
SP-30
All applicable provision of standard Specifications Item 500 "SUBDRAINS" shall apply except
as herein modified. The pipe material shall be poly vinyl chloride (PVC) with the standard
dimensional ratio of 35 (SDR35) and meet the ASTM D 1784. Filter fabric shall have the
capability of passing ground water without transporting the soil placed around the filter
fabric. The fabric shall be constructed exclusively of synthetic thermoplastic fibers and may be
either woven or non-woven to form a mat of uniform quality. Fabric fibers may be either
continuous or discontinuous and oriented in either a random or a aligned pattern throughout
the fabric.The fabric shall be mildew resistant,rot proof, shall be satisfactory for use in a wet
soil and aggregate environment,contain ultraviolet stabilizers and have non-raveling edges.
The fabric shall meet the following requirements when sampled and tested in accordance with
the methods indicated:
Test Original Physical Properties Method Requirements
Fabric weight, on an ambient SDHPT Test Method Tex- 4.0 minimum for under
temperature air-dried tension free 616-J"Testing of drains and Slope
sample,expressed in oz/sq.yd. Construction Fibers" Stabilization, 6.0
minimum for Gabions
Revetment
Water flow rate by falling head Tex-6164 80 minimum
method, 7.9 inches (20 cm) to 3.9
inches (10 cm)on
2 inch ID cylinder with 1
inch diameter orifice, with flow rate
expressed in
gal/sq. ft/minute.
Breaking load in either machine or ASTM Designation: D 1682 100 minimum
cross-machine direction, expressed in grab method G as modified
pounds. by Tex--616-J
Equivalent opening size (US Standard CW 02215, US Army Corps 70 to 100
sieve no.) of Engineers, Civil Works
Construction Guide
Specification. "Plastic Filter
Fabric",Nov. 1977.
"Apparent elongation" at breaking ASTM Designation: D 1682 100 maximum
SP-31
load in either machine or cross- grab method G as modified
machine direction, expressed as by Tex-6164
percent.
The "Filter Fabric" shall be installed in accordance with the manufacturer's recommendations,
as indicated or as directed by the Engineer.When lapping is required,it shall be in accordance
with the manufacturer's recommendations. Backfilling around the Filter Fabric shall be done
in such a way as not to damage the Filter Fabric material during the placement.
The unit price bid per L.F. shall be full compensation for all labor, materials, equipments,
tools,and incidentals necessary to complete the work.
PAY-ITEM NO.21-8" PAVEMENT PULVERIZATION:
All applicable provisions of TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item No. 275 "Cement Treatment (Road
Mixed)"(referenced)shall govern work. (See soil reports enclosed.)
The City of Fort Worth,Texas will perform quality assurance tests and checks on the paving
project materials during construction,to ensure compliance with the specifications.
The sampling and testing of the materials shall be made at the expense of the City. In the
event the sampling and testing does not comply with the specifications, all subsequent testing
of the material,in order to determine if the material is acceptable,shall be furnished and paid
by the contractor,as directed by the Engineer.
Contractor shall pulverize the existing pavement to a depth of 8". After pulverization is
completed, contractor shall temporarily remove and store the 8" deep pulverized material,
then cut the base 2" to provide place for the new 2" 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, the temporarily stored 8" deep pulverized material shall be returned to the
excavation for mixing with cement.
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.
SP-32
Pulverization shall start within (ten) 10 calendar days after all concrete work has been
completed on a street. If the contractor fails to begin the work within ten (10) calendar days,
$200 dollars liquidated damage will be assessed per block per day.
The maximum amount of existing asphalt concrete pavement in the mixture shall be at the
discretion of the Engineer.
The contractor shall spread, mix, blade to grade and compact the pulverized material to 95%
of the maximum density as determined in accordance with TxDOT's Standard Specifications
stated above or as directed by the Engineer in the field. A 3.5% portland cement shall be used
to mix the pulverized material.
The Engineer or his authorized representative will observe the cement treatment and collect
delivery tickets from each transport truck. Cement quantities used will be verified, with
respect to areas being treated.
From the pulverized cement treated mixture,samples will be collected and tested for gradation
requirements. Testing will be at a minimum of one test per 150 linear feet per lane width per
each 8-inches of treated depth,with a minimum of 2 tests per area.
After the cement treated base has cured for 48 hours, provide machinery (minimum 12 ton
steel wheel vibratory roller)to roll the surface of the cement treated material to induce hairline
cracks "micro-cracks". Amplitude of vibrating will be at the discretion of the Engineer or his
authorized representative. Micro-cracking will be used to reduce shrinkage cracking in the
cement treated material and reduce reflective cracking through the asphalt cement surface
overlay.
Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and
Maintenance of Highways,Streets,and Bridges"Item No.210 "Rolling"(referenced).Operate
roller at walking speed (2 to 3 mph). Generally one (1) to four (4) passes of the roller are
required to create the micro-cracks. One pass is down and back.
The contractor shall then prime and immediately overlay the micro-cracked surface with 2"
H.M.A.C. surface course. The work shall be in accordance with TxDOT's "Standard
Specifications for Construction and Maintenance of Highways,Streets,and Bridges"Item Nos.
300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt(Method)"(referenced).
If the contractor fails to begin the HMAC 2" H.M.A.C. surface course work within five (5)
calendar days, a $200 dollars liquidated damage will be assessed per block per day. The 2"
SP-33
H.M.A.C. surface will be paid under PAY-ITEM NO. 14 - 2" H.M.A.C. (TYPE "D" MIX)
ASPHALT CEMENT SURFACE COURSE.
On pulverized and overlay streets that do not have existing curb and gutter, the Contractor
shall finish the parkway with backfill. The backfill shall begin at the edge and elevation of the
new HMAC 2" H.M.A.C. surface course and extend within the parkway, to existing ground
surface,at the grade of one-fourth (1/4)inch per foot. There should be no voids in the backfill
material,to the satisfaction of the Engineer.
The unit price bid per square yard shall be full compensation for all labor, material,
equipment, tools, and incidentals necessary to pulverize, remove and store the pulverized
material, undercut the base, mixing, compaction, haul off, sweep, dispose of the undercut
material and backfill the parkway.
PAY-ITEM NO.23—REMOBILIZATION:
This item shall compensate the Contractor to remobilize personnel, equipment, supplies,
and material to perform additional work as directed by the Engineer.Remobilization will be
considered when concrete "Flat-work" has been completed,personnel and equipments were
demobilized, and the street is clean and ready for overlay. Remobilization shall be
determined by the Engineer. Requests for reimbursement of remobilization expenses shall
be denied unless prior approval is granted by the Engineer.
The unit price per bid per each will be full compensation for all labor, equipment, material,
tools, and all incidentals necessary to complete the work.
PAY-ITEM NO.24—UNCLASSIFIED STREET EXCAVATION:
This item will be used if additional excavation is needed that is not covered by Pay Item No. 21
118" PAVEMENT PULVERIZATION". Additional Excavation is the removal of the
excessive crown and base to bring the new base to proper grade& City standard specifications
for street reconstruction.
This item shall also be used for removing and disposing the existing brick base,if the existing
brick base cannot be wedge or surfaced milled, prior to placing 2" HMAC Type "D" surface
course. The void created by removing the existing brick base shall be filled to the proper
grade, with Pay Item No. 13 — "HMAC LEVEL UP", before placing 2" HMAC Type f'D"
surface course.
SP-34
For wedge milling, the measurement for estimating the removal and disposal of the existing
brick material shall be a width of 5-feet, a length of curb and gutter and a depth of 3-inches.
For surface milling,the measurement for estimating the removal and disposal of the existing
brick material shall be the surface area and the depth of 3-inches. These measurements
shall be under City standard specifications Item No. 106 "UNCLASSIFIED STREET
EXCAVATION".
All applicable provisions of Item No. 106 "Unclassified Street Excavation" shall apply, work
shall be paid per cubic yard.
PAY ITEM NO. 25-2" SURFACE MELLING:
This item shall consist of milling the existing pavement at a depth of 211. All applicable
provisions of Pay Item No. 11 "Wedge Milling" shall apply.
If the existing base is brick and cannot be surfaced milled,then the existing brick base shall be
removed under Pay Item No. 24 "UNCLASSIFIED STREET EXCAVATION", and replaced
under Pay Item No. 13 "HMAC LEVEL UP", prior to placing H.M.A.C. surface course. See
Pay Item No. 24 "UNCLASSIFIED STREET EXCAVATION", for further description of
work.
The unit price bid per square yard shall be full compensation for all materials,labor,
equipment and incidentals necessary to complete the work.
PAY-ITEM NO. 26 & 27 - REMOVAL AND REPLACEMENT OF 6" EXPOSED
CONCRETE AGGREGATE DRIVEWAYS AND SIDEWALK:
This item shall include the removal and replacement of existing exposed aggregate concrete
driveways and sidewalk, due to deterioration or in situations where curb and gutter is
replaced to adjust grades to eliminate ponding water,with same day haul-off of the removed
material, to a suitable dump site. For specifications governing this item see Item No. 104
"Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits
for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications.
The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds
per square inch and the driveway surface shall be seeded with pea gravel.
SP-35
Exposed concrete aggregate wash off water is silty, high in alkalinity and may contain
harmful chemicals; therefore,wash off water shall not be discharged into storm sewers and
drainage ditches or streams.
Temporary expansion joint board at driveway approach edge shall be used to dam off wash
water from entering street gutter. Temporary catch basin sealed with impervious
diaphragm sump shall be used to collect all wash water until off site disposal is obtained,or,
unless otherwise directed by the Engineer or his authorized representative.
The unit price bid per square yard shall be full compensation for all labor, material,
equipment,supplies,and incidentals necessary to complete the work.
PAY ITEM NO.28—CRACK SEALING:
Contractor shall seal existing cracks %1' and greater, by using cold poured crack sealer
Polymer Modified Asphalt Emulsion Crack Sealer, as directed by the Engineer. TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges"Item Nos.300 "Asphalts,Oils,and Emulsions",shall apply.
The inside of the cracks shall be cleaned with an air compressor or approved equipment,prior
to sealing. Sealant shall be applied with a rubber "V" shaped squeegee where applicable.
Provide adequate traffic control during set up and cure time of sealant.
The unit price bid per linear foot shall be full compensation for all labor,material,equipment,
supplies,and incidentals necessary to complete the work.
PAY ITEM NOS. 29 & 30- REMOVAL AND REPLACEMENT OF TOP OF 5' and 10'
DRAINAGE INLETS:
This item shall include the removal and replacement of a 7" thick drainage inlet top of 5-foot
and 10' drainage inlet openings. The removal and replacement of the drainage inlet top shall
be in accordance with Standard Specification Item No. 450 "Adjusting Manholes and Inlets",
as shown in the Drawing S-S02 and as directed by the construction engineer.
The unit price per bid per each will be full compensation for all labor, equipment, material,
tools,and all incidentals necessary to complete the work.
SP-36
PAY ITEM NOS.31 &32 -H.M.A.C.Speed Cushions(30' and 40' wide Street):
This item shall consist of removing existing and installing new H.M.A.0 Speed Cushions
according to the plan and profile as shown on the detail sheet. All excavated material shall be
hauled off site the same day as excavated,to a suitable dumpsite.
Contractor shall notify the Construction Engineer 72 hours prior to installing any speed
cushions. Contractor shall install pavement markings.
If the roadway is damaged during existing marker removal, the work shall be temporarily
halted until consultation with the Construction Engineer. The pavement shall be repaired
prior to new HMAC overlay.
MATERIALS AND QUALITY REQUIREMENTS:
1. Speed Cushions
The speed cushions shall consist of H.M.A.C. Type D surface course (PG 64-22) with tack
coat (SS-1) and compacted with vibratory hand roller. All applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways,
Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310
"Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)"
(referenced) shall apply. Kraft brown paper - 36" wide 40-1b paper shall be used to keep
curb &gutter clean.
2. Pavement Markings
Raised Pavement Markings
All materials used shall be pre-approved prior to placement. The brand name and
specifications of the materials shall be included in submittal for approval. The approved
materials must be used throughout the duration of the contract. In the event that
substitute materials need to be used,they must be equal to or exceed the quality of those
currently in use and be approved the Construction Engineer.
All markers shall be 4" and be installed with epoxy; bituminous adhesive is not approved.
SP-37
A chalk line, chain, or equivalent shall be used during layout to insure that individual
markers are properly aligned. All markers shall be placed uniformly along the line to
achieve a smooth continuous appearance.
Preformed Pavement Markings
All materials used under this agreement shall be pre-approved prior to awarding of the
bid. Materials used shall meet TXDOT specifications Item 666 Type U. The approved
materials must be used throughout the duration of the bid. In the event that substitute
materials need to be used, they must be equal to or exceed the quality of those currently
in use,and be approved by Construction Engineer.
All material must be equal to or exceed the following:
Pre Mark brand Hot Tape which is manufactured by Stimsonite.
- Stamark A420,which is manufactured by 3M.
Stamark A380,which is manufactured by 3M.
All applications shall be in strict compliance with all manufacturer recommendations.
Surface Preparation and Application of Pavement Markings
Roadway surface shall be clean, dry and free from dirt, grease, and other forms of
contamination. All surfaces must be air blasted prior to application of paint. Surface
preparation and application shall be in strict compliance with manufacturer
recommendations.
Equipment and methods used for surface preparation shall not damage the pavement or
present a hazard to motorists.
Installation of Pavement Markings
Contractor's personnel shall be knowledgeable and sufficiently skilled in the installation
of raised pavement markings and preformed pavement markings.
Markings that are not properly applied due to faulty application methods or defective
product, and markings, which are placed in the wrong position or alignment, shall be
removed and replaced by the contractor at the contractor's expense. If the mistake is
such that it would be confusing or hazardous to motorists it shall be remedied the same
day of notification. Notification will be made by phone and confirmed by fax. Other
mistakes shall be remedied within five days of written notification.
SP-38
Traffic Control of Pavement Markings
When markings are applied on roadways open to traffic care will be taken to ensure that
proper safety precautions are followed, including the use of signs, cones, barricades,
flaggers, etc. Work shall be performed with as little disruption to traffic as possible, and
freshly applied markings shall be protected from traffic damage and disfigurement.
3. Measurement and Payment
The unit price bid per each shall be full compensation for.removal of existing pavement
markings,H.M.A.C.Type D surface course,tack coat(SS-1),vibratory hand roller, surface
preparation,preformed and raised pavement markings,kraft brown paper-36"wide 40-1b
paper to keep curb & gutter clean, and all materials, labor, equipment and incidentals
necessary to complete the work.
The unit price per bid per each will be full compensation for all labor, equipment,
material,tools,and all incidentals necessary to complete the work.
END OF SECTION
SP-39
CERTIFICATE OF INSURANCE
-- TO: CITY OF FORT WORTH Date_
NAME OF PROJECT: R.M.A.C.Surface Overlay 2006-12 at Various Locations,Section 1
PROJECT NUMBER: G93-020930522960/P195-052195005002
IS TO CERTIFY THAT: Peachtree Construction,Ltd.
is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for
the type of insurance and accordance with provisions of the standard policies used by this Company,and further
hereinafter described. Exceptions to standard policy noted on reverse side hereof.
,. TYPE OF INSURANCE
Policy Effective Expires Limits of Liability
Worker's Compensation
.. Comprehensive General Bodily Injury:
Liability Insurance(Public Ea.Occurrence: $
Liability) Property Damage:
Ea.Occurrence: $
.. Blasting Ea.Occurrence: $
Collapse of Building or
structures adjacent to Ea.Occurrence: $
excavations
Damage to Underground
Utilities Ea.Occurrence: $
Builder's Risk
Comprehensive Bodily Injury:
Automobile Liability Ea.Person: $
Ea.Occurrence:$
Property Damage:
t Ea.Occurrence:$
Bodily Injury:
Contractual Liability Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Other
Locations covered:
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in less than five(5)days after the insured has received written notice of such change/or
cancellation.
Where applicable local laws or regulations require more than five(5)days actual notice of change or cancellation to be
assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement
thereto attached.
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.
Agency Insurance Company:
Fort Worth Agent By
Address Title
QFFIC]w1 °��
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.5379 and City of Fort Worth Project No. G93-
020930522960/P195-052195005002.
CONTRACTOR
Peachtree Construction, Ltd.
By: h 6(" a,
Name: J.BARRY CLARK
+- Title: PRESIDENT
Date: 9 -V- o b
STATE OF TEXAS §
COUNTY OF TARRANT §
Before me, the undersigned authority, on this day personally appeared
J.BARRYCLARK , known to me to be the person whose name is subscribed to the
foregoing instrument, and acknowledged to me that he executed the same as the act and deed
of Peachtree Construction, Ltd. for the purposes and consideration therein expressed and in
the capacity therein stated.
Given Under My Hand and Seal of Office this 79 day of 200(p.
CHERY4 A.HOHENBERGER Notary blic in and for the State f Texas
fOtPPv P`e<*
Notary Public,State of Texas
H
My Comm.Expires July 30,2008
'Road No. 104758170
PERFORMANCE BOND
THE STATE OF TEXAS §
KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we (1) Peachtree Construction, Ltd. as Principal herein, and (2) (2) , a
corporation organized under the laws of the State of(3) (3) , and who is authorized to issue surety
bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal
corporation located in Tarrant and Denton Counties,Texas,Obligee herein,in the sum of.
Five Hundred Twenty-five Thousand Ei¢hty-three and no/100...............................................................................
($525,083.00)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 with the Obligee dated the 12th of September,
2006 a copy of which is attached hereto and made a part hereof,for the construction of:
H.M.A.C. Surface Overlay 2006-12 at Various Locations,Section 1
NOW THEREFORE,the condition of this obligation is such, if the said Principle shall faithfully perform
the work in accordance with the plans, specifications, and contract documents and shall 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 may incur in making good such default,then
this obligation shall be void;otherwise,to remain in full force and effect.
r (2) Travelers Casiialty And 13urety Canpany Of America
(3) Connecticut
r
r
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such
statute,to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have
executed this instrument.
SIGNED and SEALED this 12thof September,2006.
ATTEST:
Peachtree Construction,Ltd.
Z�(PnFn=ipalSecretary PRINCIPAw4)
BY: `` 6'.'
J. y ar,
Title: Pr _esi dent
(SEAL) 5801 Park Vista Cir.
Keller,TX 76248
'T`ravelers c:t ial.ty Anc1 Sturety
_ Company Of America
Witness as to Principal Su
dregs BY: -
ATTE (Attorney-in-fact)(S) Ssorrie Scott
(Surety)Secretary `
Holt A. Grave-nor 4021 Hwy 377 South, Fort Worth, `.CX 76116
(Address)
(SEAL) NOTE: Date of Bond must not be
prior to date of Contract
i
(1) Correct Name of Contractor
(2) Correct name of Surety
(3) State of incorporation of Surety
Telephone number of surety must be stated.
In addition,an original copy of Power of
Attorney shall be attached to Bond by
Attorney-in-Fact.
The date of bond shall not be prior to date of
- Contract.
Witne`s s'toSurdty Billy Pinson
4021 Hwy 377 South, Fort Worth, TX 76116
(Address)
40
Tion(I No. 104758170
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we,(1)Peachtree Construction,Ltd.,as Principal herein,and(2) (2)
.a corporation organized and existing under the laws of the State of(3) (3) , as surety, are
held and firmly bound unto the City of Fort Worth,a municipal corporation located in Tarrant and Denton Counties,
Texas, Obligee herein, in the amount of Five Hundred Twenty-five Thousand Eighty-three and
no/100............................... Dollars ($525,083.00) for the payment whereof, the said Principal and Surety bind
themselves and their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these
presents:
WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the 12th day of
September,2006,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:
H.M.A.C.Surface Overlay 2006-12 at Various Locations,Section 1
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal
shall faithfully make payment to each and every claimant(as defined in Chapter 2253,Texas Government Code,as
amended)supplying labor or materials in the prosecution of the work under the contract,then this obligation shall be
void;otherwise,to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said
statute,to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have
executed this instrument.
SIGNED and SEALED this 12th day of,September 2006.
(2) Travelers Casualty And Surety Company of .America
(3) .Connecticut
Peachtree Construction, Ltd.
PRINCIPAL
ATTEST: By:
Name: J. Harry Clark
(Principal) Secretary
Title: President
.r
(S E A L) Address: 5801 Park Vista Cir.
Keller, TX 76248
Witness as to Principa Travelers Casualty And Surety
Cony Of Americ;,�
SURETY -
ATT ST: By:
-4�Al
�� Name: Lorrie Scott
Secrf&ry Holly A. c ravenor Attorney in Fact
(S E A L) Address: 4021 FTwy 377 South
Fort Worth, TX 76116
Witne as to Sfurety 'Rilly Pinson Telephone Number: 1117-737-4943
NOTE: (1) Correct name of Principal (Contractor).
(2) Correct name of Surety.
(3) State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
Boni No. 104758170
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
That Peachtree Construction, Ltd. ("Contractor'), as principal, and (1 )
a corporation organized under the laws of the State of (2) , ("Surety"), do hereby
acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal
Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant
County, Texas, the sum of Five Hundred Twenty-five Thousand Eighty-three and
no/100. Dollars
($525,083.00), lawful money of the United States, for payment of which sum well and truly be made
unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs,
executors, administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort
Worth, dated the 12th of September, 2006, a copy of which is hereto attached and made a part hereof,
for the performance of the following described public improvements:
n H.M.A.C. Surface Overlay 2006-12 at Various Locations, Section 1
the same being referred to herein and in said contract as the Work and being designated as project
_ number(s) G93-020930522960/P195-052195005002 and said contract, including all of the
specifications, conditions, addenda, change orders and written instruments referred to therein as
Contract Documents being incorporated herein and being made a part hereof; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct
the work that it will remain in good repair and condition for and during a period of after the date of the
final acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and
condition for said term of Two (2)years; and
WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in
part at any time within said period, if in the opinion of the Director of the City of Fort Worth
Department of Engineering, it be necessary; and,
(1 ) Travelers Casualty And qurety Ccxnprny Of America
r (2) Connecticut
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to
repair or reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to
maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said
Contract, these presents shall be null and void, and have no force or effect. Otherwise, this
Bond shall be and remain in full force and effect, and the City shall have and recover from
Contractor and Surety damages in the premises as prescribed by said Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon
for successive breaches until the full amount hereof is exhausted.
IN WITNESS WHEREOF, this instrument is executed in 4 counterparts, each of which
shall be deemed an original, this 121th day of September, A.D. 2006.
ATTEST: Peachtree Construction, Ltd.
(S E A L) Contractor
= By:_
C.�.G
-T
Secretary Name: J. Barry r1ark
Title: Fresicient
Travelexs C'.asualty And .nirety
ATTEST: C'.ampany Of America
(S E A�) Surety
By:
Secret Holly A. GravPnor Name: Morrie Scott
r, Title: ' Attarney-In-Fact
44021 Hwy 377 South
Fort Worth, TX 76116
Address
WAFINING:THIS P(MFF F A 0ANEy IS INVAEI)WITHOUT THE R d ROpUEA
r STPALIL POWER OF ATTORNEY
1 TRAVELERS Farmington Casualty Company St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
I Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
1 Attorney-In Fact No. Certificate No.
y 214420 000420661
KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul
Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws
of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are
corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the
laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and
Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that
the Companies do hereby make,constitute and appoint
Steven B. Siddons, Shirong Chen, Holly A. Gravenor,and Lorrie Scott
of the City of Fort Worth State of Texas their true and lawful Attorney(s)-in-Fact,
each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted in any g*ions or iceedings allowed by law.
IN WITNESS WHEREOF,the Companies have caused this instru ent to be i n8 and 16th
day of
February 2006 ~� .�_� � tla •c,oporate seals to be hereto affixed,this
Farmington Casualty Company St.Paul Guardian Insurance Company
Fidelity and Guaranty Iusuranm Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
��►oSU,��r` eaw9r 511fiFIY 'PRE�a'i� Q��N..�NSG #Jai U`q*.., 9�P cr AN.9`�bS,pU Pts 9'�.s I2Frl�O a n A0 ���1i'977�b�' �"y'^1y"�9'M5.,W1 r ED Nr�O'F1o9*rr2E W 7��YtK nly�-LA:N��a�P�m'� ���rC atI:p,Sr 9R-E.P..,O.,A.,R.A.�:L+�jFad1 o}c!9i tI,+jj 1oWd 4:+tG;...Or....P•-.P...O-.R-..A..T.E..:1':C,�n:1 1'
auaooao
ver. a,pe9o"..SEAL x�rau rrtan�aarrv,n'/a,�j'i
'E a State of Connecticut By:
City of Hartford ss. G rge W —pson,Sen' r Vic President
On this the 16th day of February 2006 before me personally appeared George W.Thompson,who acknowledged
himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,
Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers
Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being
authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
�. r
r 0.T0
In Witness Whereof,I hereunto set my hand and offick"eet.
My Commission expires the 30th day of June,2006. _ Al/BIL ti} Marie C.Tetreault,Notary Public
r .
58440-9-05 Printed in U.S.A.
1
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
WARNING THIS POVA�R OF ATTORNEY IS INVALIq WITMOLff THE RED BORDER
FandGuaranty
of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity
Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,Seaboard Surety Company,St. Paul Fire and Marine Insurance Company,
rdian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of
, d United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows:
RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice
President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf
of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the
Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any
of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is
FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may 1
delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy
thereof is filed in the office of the Secretary;and it is
FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking
shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice
President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the
Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power
prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President,
any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any
certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds
and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall
be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the
Company in the future with respect to any bond or understanding to which it is attached.
I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance
Underwriters,Inc., Seaboard Surety Company,St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company,St. Paul Mercury Insurance
Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America;and United States Fidelity and Guaranty Company do hereby
certify that the above and foregoing is a true and correct copy of the Power ofAttomey executed by said Companies,which is in full force and effect and has not been
revoked.
F
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of S 17 EF � .. _: ,20 _.
Kori M.Johans Assistant Secretary
711
G�SU,1 SII�ETr F\RE 6 �M..�Mf '�INSU t tY A,y-A,,, C
�' ��a * � 4 0�.- G9 JP:. A9,�,•, eJF s� W��trp 4FY' ..Y/
Ora+. fperoo,
bF � I f1 i HARTFORD Ft4RIFCim, rJ
CON
N. 0 9j+ �N• I�
ir........:'a
To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.stpaultravelershond.com.Please refer to the Attorney-In-Fact number, _
the above-named individuals and the details of the bond to which the power is attached.
r
WARkING:TH18"F;;R OF ATTofmEY IS INVALID W17H4UT THE l:1ED OORDER
rftavelers
�00. �
IMPORTANT DISCLOSURE NOTICE OF TERRORISM
INSURANCE COVERAGE
On November 26, 2002, President Bush signed into law the
Terrorism Risk Insurance Act of 2002 (the "Act"). The Act
establishes a short-term program under which the Federal
Government will share in the payment of covered losses caused
by certain acts of international terrorism. We are providing you with
this notice to inform you of the key features of the Act, and,to let
you know what effect, if any, the Act will have on your premium.
Under the Act, insurers are required to provide coverage for
certain losses caused by international acts of terrorism as defined
in 'the Act. The Act further provides that-the Federal Government
will pay a share of such losses. Specifically, the Federal
Government will pay 90% of the amount of covered losses caused
by certain acts 'of terrorism which is in excess of Travelers'
statutorily established deductible for that year. The Act also caps
the amount of terrorism-related losses for which the Federal
Government or an insurer can be responsible at
v $100,OOQ,000,000.00, provided that the insurer has met its
deductible.
Please note that passage of the Act does not result in any change
in coverage under the attached policy or bond (or the policy or
bond being quoted). Please also note that no separate additional
premium charge has been made for the terrorism coverage
required by the Act. The premium charge that is allocable to such
.coverage is inseparable from and imbedded in your overall
premium, and is no. more than one percent of your premium.
Travelers'l'
IMPORTANT NOTICE
TO OBTAIN LYFQ VIATION OR MACE A COMPLAINT,
You may contact Travelers Casualty & Surety Company of America, Travelers Casualty
& Surety Company, Travelers Indemnity Company, Standard Fire Insurance Company
and/or Farmington Casualty Company for information or to make a complaint at:
4
Travelers Bond
Attn: Claims
1500 Market Street
Wcst Tower, Suite 2900
Philadelphia, PA 19102
(267) 675-3130
(267) 675-3102 Fax
You may contact the Texas Department of Insurance to obtain the information on
companies, coverages, rights or complaints at:
Texas Department of Insurance
P.O. Box 149104
Austin, TX 78714-9104
(800) 252-3439
ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and
does not become a part or a condition of the attached document and is given to comply
with Section 2253-021, Groverament Code, and Section 53.202, Properly Code, effective
September 1, 2001.
+r
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 12th day of September A.D., 2006, 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
11 t' 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,
Peachtree Construction,Ltd., HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be made
and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith,
the said Contractor hereby agrees with the said Owner to commence and complete the construction of
certain improvements described as follows:
H.M.A.C.Surface Overlay 2006-12 at Various Locations,Section 1
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by
the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are
hereto attached and made a part of this contract the same as if written herein.
.. 3.
The Contractor hereby agrees and binds himself to commence the construction of said work
within ten(10)days after being notified in writing to do so by the Department of Engineering of the City
of Fort Worth.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the 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 65 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 dea(h is caused, in whole or in part, by the negligence or alleged negligence of
Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify
and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and
employees and any damage, loss or destruction to property of the Owner arising from the performance of
any of the terms and conditions of this Contract, whether or not any such injury or damage is
caused in whole or in part by the negligence or alleged negligence of Owner, its officers,
servants or employees..
In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior
to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b)
provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred
to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work performed
under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
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 Twenty-five Thousand Ekhty-three and no/100...............................Dollars,
($525,083.00).
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
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 12th day of Setatember,A.D.,2006.
RECOMrM ENDED: CITY OF FORT WORTH
BY: _/_ -
DIRECTOR,DEPARTMENT OF CITY MANAGER
ENGINEERING
APPROVED:
Marc A. Ott,Assistant City Manager
TRANSPORTATION/PUBLIC WORKS
DIRECTOR
w
ATTEST:
Peachtree Construction,Ltd.
5801 Park Vista Cir.
Keller,TX 76248
CONTRACTOR
EL
CQ I 10 11
CITY SECRETARY Cont Authorization
(SEAL)
n
Date
BY:
J.BARRY CLARK
PRESIDENT
TITLE
5801 PARK VISTA CIR. APPROVED AS TO FORM AND
KELLER,TX 76248 LEGALITY:
ADDRESS
- /
ASS .CI Y TO EY
November 1960
Revised May 1986
Revised September 1992
s FT, WULTH, TEX,
PROJECT DESIGNATION SIGN
4 ` — O "
1 /4
FoKr W0R"_` H4---
PMS 288
PMS '167
I 311
3"LSTREETTE 'ACE
fi
MAIN
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T 1i/2� Contractor: i/2„
2 f2 Contractor S, Name
r �1�2" TELEPHONE NUMBER
16,V2��
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FORT WORTH IN LOGO-
to CHELTINGHAM BOLD
ALL OTHER LETTERING IN ARIAL BOLD
LOGO COLORS:
FORT WORTH - PMS 288
LONGHORN LOGO- PMS 167
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`I 11
COLLAR CONFIGURATION COLLAR CONFIGURATION
FOR PAVED AREA IN UNPAVED AREA
4'-0" (MANHOLE)
2'-0" (WATER VALVE)
(8) #4 BARS,
PLACED AS SHOWN.
-- USE CLASS. "A,.
(3000 LB)
CONCRETE. f •", �' .: �.f,::.` ;'' 3 TYP.
Ld
uj
±• .• it N 4' O
Z.
}•i'
04
� i4't' i 3• •h ii•It • �• ,
PLAN VIEW
- CAE E 3�4"
1
CHAMFER
GRADE RINGS 3 MIN. np,
,. . •.;'.,. ,• �. GROUND
COLLAR •.''=PVMT• i {PVMIT.:•: ••; :r';
THICKNESS :,'_ r .,•
. .,
VARIES, 8" MIN. :';2 27 'SUB
t '• •r', RAM NECK, TYP.
•1:
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CASE #1
COLLAR SHALL TO
BOTTOM OF 2 27XTEND CONCRETE .SECTION A-A�
(REBAR REQUIRED).
CASE #2
COLLAR, SHALL EXTEND 3" BELOW (MANHOLE COLLAR SHOWN)
BOTTOM OF LOWEST GRADE RING (NOT TO SCALE)
(REBAR REQUIRED).
ORT WORT CITY OF FORT WORTH, TEXAS 0
MANHOLE AND. WATER VALVE V ,
CONCRETE COLLAR '*lL /�1 Y
A
SQUARE FEET OF VAIIEY
• GUTTER MEASURED
FROM BACK-OF-CURS
TO BACK-OF-CURD
E PARS! N
TRANSITION
I
V
1
TRAREA(WIDTH AS REQUIREOj
ouMllr
NATOUT TER INO p 40IMTS
_ L-4.
PLAN VIEW
Xot to sea&
An k&vrt eo aloe*Me I`A deptk and no less 1*04 sq"la df,01A
bt M91-fed 14•o//OW& ra!/e OltwS. !"se eoeleeetai rt//
be se�ulted t0 t*st Ph*p�►Pler eFlt�uratee befoet tQe fob I* eccept*d.
T'CONCRETE
.EYIST.w M.AJC. VALLEY
ev"'T 0 BASE CUTTER =-NAA C
w0.3+24'C-C TIIItKsmo++
''—d-* }-4j
� � 1
JL
21 N.M.A.C.
TRANSITION
o ITEM N0.302 T o /CXISTr&K
IAASE
CONCRETE BASE Crushed CONCRETE BASE
Limestone
RESIDENTIAL STREET!
SECTION 'A —A'
#ot to Scale
The T re/aforced concrete valley shallreplace the top?fbf the porement wlJh the remolRlnf
portlon-of pavement to be constructed lAclud/np subprrode treatmenf, In accordance
with the typlcal povinp section.: The concrete valley rtl/be poveraed oeeordlap to
c/ty standards for concrete curb and patter.' The concrete sAaU be of hashed
and.screened apprepate wltb u a in. of flue tel sacks of cement per cublc yard
Of concrete. with a minimum compressive strength of 3.000 pounds per
square inch n seven days.
CONCRETE VALLEY DETAILS
GROUND LINE I.5'MIN, FACE OF CURB
SUITABLE
MATERIAL
TAMPEO•IN
LIFTS NOT CURB AND ~
O EXCEEDING GUTTER
tG 10' L 0 0 S E. rt• ,NZ 0.M .
"e � OP OF CURB
a CAg WASHED R O� ,
N C 12" OVERLAP
.PER ITEM 402 .+
._t_ FILTER FABRIC PER
a _ , PAY ITEM NO. 1$
PIPE SHALL BE 6" PERFORATED
POLYVINYL CHLORIDE TUBING
PER ASTM D-1784 UNLESS
• SPECIFIED OTHERWISE.
SUBORAiN .
CITY OF FORT WORTHoTEXAS—CONSTRUCTION STANDARD
DRAWING NO. S—S 11 r1001F, DATE: $-7-96
367 Addendum 3
r
- PLAN VIEW
BACK OF BACK OF
CURB CURB
(Varies)
(Min.30'-Max 40')
2' (Varies) 2'-7.511 6'-3" 2'-7.5" (Varies) 2'
(Typ•) (T)p-) (Typ )
12"WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
El
co
CV
pi
(D
N
12"WHITE HOT TAPE
(AVERY DENNISON
Striping and reflectors to be OR EQUIVALENT)
install by the Contractor
WHITE TYPE 11 1-SIDED REFLECTORS
iox}:.y
Overall
length Overall
width
Height: 3-1/2 inches
Ramp Gradient: 8.57 in 1 (30 inches / 3-1/2 inches height) DEPARTMENT OF TRANSPORTATION
Side Gradient: 3.43 in 1 (12 inches / 3-1/2 inches heigh A�NDICPUBERIN WORKS FCITY OF
ORT WORTH
SPEED CUSHIONS
er. AJB QeT&January IS,2004
MPPMED9y. DRAWING NOT TO SCALE
ATTENTION:
CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 & 60.
X-C H A I R
WH '
RAMP
'--" TANDARD
..
TAI
CltY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN OCTOBER 2002
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EXISTING '15' R
SCALE 1" = 5'
SIDEWALK RAMP
W/ COLORED SURFACE
NOTES
1)'EXPANSION JOINT AND SILICONE SEALING
SHALL BE SUBSIDIARY TO UNIT PRICE 810
FOR SIDEWALK.
MID GU77ERRB 2)•THE ACTUAL LIMIT OF REMOVAL OF EXIST
—ING CURB AND GUTTER AND SIDEWALK SHALL
BE AS DIRECTED BY THE ENGINEER IN THE
FIELD, •
3)INSTALLED ONBOTH RtI ES OF THE RAMP Y BE
e" DEPENDING ON THE FIELD CONDITION OR AS
DIRECTED BY THE ENGINEER.
4) CURB RAMPS WITH RETURNED CURBS MAY BE
18" OR 24" USED WHERE PEDESTRIANS WOULD NOT
NORMALLY WALK ACROSS THE RAMP.
5) SLOPE OF CURB RAMP AND/OR SIDEWALK
SAWCUT FOR SHALL SE A,MAXIMUM OF 1:12. FLARED SIDES
CONCRETE OF RAMP SHALL HAVE A MAXIMUM SLOPE OF
PAVEMENT 1:10 UNLESS PEDESTRIANS COULD WALK
ACROSS THE RAMP THEN THE MAXIMUM SLOPE
SHALL BE 1:12.
gel
SODDING
v�b AS REQUIRED
2yG BACK OF
PROP. CURB
"G MONOLITHIC SIDEWALK CURB
��RBUORIC
FLARED
(SEE NOTES)
p f
ONOUTHICURBOR
ERENOTES)
Z
FLARED SURFACE OR CURB
r SODDING
sr•' AS REQUIRED
ACK OF PROP. CURB
A
FACE OF PROP. 7" CURB
PAYC MIT SAWCUT FOR HMAC PAVEMENT
& G
STANDARD PAY LIMIT DETAIL
ORT W4R CITY OF FORT WORTH, TEXAS DATE: 09/2004
ACCESSABILITY RAMP -
PAY LIMITS STR-032
EXISTING 15' R
SCALE 1" = 5'
SIDEWALK RAMP
W/ COLORED SURFACE
1 NOTES
�) EXPANSION JOINT AND SILICONE SEALING
SHALL BE SUBSIDIARY TO UNIT PRICE BID
... FOR SIDEWALK.
EXISTING CURB 2) THE ACTUAL LIMIT OF REMOVAL OF EXIST
AND GUTTER —ING CURB AND GUTTER AND SIDEWALK SHALL
BE AS DIRECTED BY THE ENGINEER IN THE
FIELD.
6"
18" OR 24"
CONCURTE7FOR
PAVEMENT
SODDING
AS REQUIRED
ACK OF
ROP. CURB
' MONOLITHIC SIDEWALK CURB
w
GROOVE '
JbIN71NG
ar TOOL
GROOVE
y
TOOL
SODDINGH
Sr AS REQUIRED
EXPANSION JOINT & SILICONE SEALING
BACK OF PROP. CURB
FACE OF PROP, 7" CURB
SAWCUT FOR HMAC PAVEMENT
JOINT DETAIL
ORT WORT CRY OF FORT WORTH, TEXAS ' DATE: 09/2004
ACCESSABILITY RAMP -
JOINT DETAIL STR-033
PERPENDICULAR PUBLIC 81DEWHLK CURB RAMP
FLARED SIDE PARALLEL PUBLIC 89"ALK CURB RAMP
t
l0
i
Leval Ianal�&a a r wsk u�®tpa�cWar Public
COMBINED(PARALL.EUPERPENNDIM4M)PUBLIC
SIDEWALK CURB RAMP
Fig.59
Public Sklawalk Curb Ramp
ORT &TIJ
CITY OF FORT WORTH, TEXAS IJAV— 09/2004
ACCESSABILITY RAMP --
TYPICAL CROSS SECTION STR-034
ATTENTION:
CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 & 60.
14.2.6 Vehicular Ways and Facilities
0
• o
(o� 0 (b)
Perpendicular public aldewaik curb ramp perpendicular public sidewalk curb romp
In public sidewalk with parkway in public sidewalk
hnQ
amp
a
(a) (b) (c)
arailel public sidewalk curb ramp Combination public sidewalk curb ramp Psrpendfcular ublir, si
In public sidewalk in public sidewalk with parkway at propeeted 1 er;tgr,�foq .
No Fig. 60 cly"
•
Public Sidewalk Cirb Ramps at Marked CrossingsV-
4RT WORT CITY OF FORT WORTH, TEXAS DA,E: 09/2004
ACCESSABILlTY RAMP —
FIGURE 60 STR--035
x
Y
RUNNING
SLOPE RUNNING SLOPE
per 1:20 MAX _ 1:12 MAX COUNTER SLOPE
1'20 MAX
WALK CURB RAMP STREET
kaTE1
(1) Slope = r/x where it Le a level slope
(2) Counter slope shall not exceed L120
Fig. B4.7.2
Measuremeat of Curb Ramp Slope
PLANTING OR OTHER
NONWALKING SURFACE
x
FLARED.SIDE
1
0
10
NOM If A < 48" (1220 min) then the elope at the
flared sides ,hall not exceed L:12
(a) Flared Sides (b) Returaed Curb
Fig. 84.7.5
Sides of Curb Ramps
98 min t
• i
• l0 •
Fig. B4.7.6
Built—up .Curb. Ramp
OCTOBER, 1992, REDRAWN OCTOBER 2002
o�T WoR CITY OF FORT WORTH, TEXAS DATE: 09/2004
ACCESSABILITY RAMP --
RAMP SLOPE DETAILS STR-036
ATTENTION:
CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT
STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS
WHERE FEASIBLE. SEE FIGS. 58, 59 & 60.
U"� A
TYP I
AY 0 U S .
CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN OCTOBER 2002
TYPE I
EXISTING 15' R.
SCALE 1" = 4'
PROP. 4' RAMP WITH
COLORED SURFACE
o '
U ,
1:48
' 1:12
1:12
VARIABLE HEIGHT CURB
1 1/2' R. (TYP)
OR►T�O CITY OF FORT WORTH, TEXAS DATE; 09/2004
ACCESSABILITY RAMP --
TYPE I (W/15- RADIUS) STR-037
TYPE I
EXISTING 20' R.
SCALE 1" = 4'
a '
PROP. 4' RAMP WITH
z COLORED SURFACE
_ o
U
1:48
1:12
VARIABLE HEIGHT CURB
1 1/2' R. (TYP)
w
i
wo
SORT WORT CITY OF FORT WORTH, TEXAS DAM 09/2004
ACCESSABILITY RAMP -
TYPE I (20' RAD.) STR-038
MVING CURB
& GUTTER
TYPE -III -
EXISTING 15' R.
SCALE 1" = 4'
a� SIDEWALK RAMP WITH
_ COLORED SURFACE
18" OR 24'
BROOM FINISH
sstrc�rT FOR
MUC PVMT. HMAC TIE—IN
g SODDING
AS REgU=
BACK of
PROP. CB.
1:12 DLONOLTTMC CURB
w 1:SB
W!
0�l:jg
c
1:48 SODDING
--�-- AS REgUIRED
BACK OF PROP CURB
FACE OF 7" CURB
EXISTING.CURB :G:UT�rn
SARCUT FOR CONCRETE PAVEMENT
FoR1 WORT CITY OF FORT WORTH, TEXAS DATE: 09/2004
ACCESSABILITY RAMP -
TYPE III (15' RADIUS) STR-039
l I TYPE III
EXISTING 20' R.
EXISTING CURB SCALE 1" = 4'
& GUTTER
- SIDE LK RAMP WITH
COLORED SURFACE
18" OR 24" ® BROOM FINISH
SAWCUT FOR HMAC PVMT. HMAC TIE-IN
9"
SODDING
AS REQUIRED
BACK OF
PROP. CB.
1:12 VARIABLE HEIGHT CURB
1:3
1:12
4 EXISTING CURB do GUTTER
SODDING
AS REQUIRED
BACK OF PROP CURB
FACE OF 7" CURB
SAWCUT FOR CONCRETE PAVEMENT
oRT WORT CITY OF FORT WORTH, TEXAS DATE: 09/2004
ACCESSABILITY RAMP -
TYPE III (20' RADIUS) STR-040
1
r+ CITY OF FORT WORTH
CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
PROJECT: WATER REPLACEMENT PROJECT 2002 STM-F & STM-G
DOE NO. : 3703
FUND CODE: 01 F `�
HOLE # 1 LAB NO: 36516
.. LOCATION: 7908 SUMMIT COVE CT. N/4
4 . 00" HMAC
6. 00" YELLOWISH BROWN CLAY W/GRAVEL
10. 00" YELLOWISH BROWN CLAY
ATTERBURG LIMITS: LL: 37 . 0 PL: 16. 2 PI: 20. 8 SHRKG: 10. 0%
MUNSELL COLOR CHART: 7/6 YELLOW CLAY
UNIT WEIGHT: 146.0 #/CFT
HOLE # 2 LAB NO: 36517
LOCATION: 7936 SUMMIT COVE CT. CL
3. 50" HMAC
7. 50" GRAY CLAY W/GRAVEL
9. 00" GRAY CLAY
_ ATTERBURG LIMITS: LL: 30 . 4 PL: 16. 1 PI: 14 . 3 SHRKG: 9. 0%
MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY SANDY CLAY
UNIT WEIGHT: 142 . 0 #/CET
HOLE # 3 LAB NO: 36518
LOCATION: 7813 SUMMIT COVE CT. CL
4 . 00" HMAC
6. 00" YELLOWISH BROWN CLAY W/GRAVEL
' 10 . 00" BROWN SANDY CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 33 . 4 PL: 18 . 0 PI: 15. 4 SHRKG: 9 . 0%
MUNSELL COLOR CHART: 7/3 VERY PALE BROWN CLAY
UNIT* WEIGHT: '146. 0 #/CFT
HOLE # 4 LAB, -NO: 36519
LOCATION:• 78QO BAYSHORE,: CT. N/4 1® YYl►°�� SW P-LAj (/)
5.00" HMAC
6. 00" BROWN SANDY CLAY W/GRAVEL
9. 00" LIGHT BROWN CLAY
u F
TERBURG LIMITS: LL: 29. 4 PL:. 15. 1 : 14 . 3 SHRKG: 8 . 0%
NSELL COLOR CHART: 7/2 LIGHT GRAY SANDY CLAY
IT WEIGHT: 146. 0 #/CET No Lk"EV2 CATTIN(r
E •
DOE # 3703
HOLE # 5 LAB NO: 36520
LOCATION: S/4 OF GRASSLAND CT. 25' EAST OF CROSSWIND DR.
4 . 50" BROWN CLAY '01
1 Lly
8 . 00" BROWNISH GRAY CLAY
ATTERBURG LIMITS: LL: 52 . 3 PL: 26.2 PI: 26. SHRKG: 16. 0%
MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH 3 AY CLAY
UNIT WEIGHT: N/A #/CFT [\)O lkWEXL Zxuunm
HOLE # 6 LAB NO: 36521
LOCATION: 7754 GRASSLAND CT. CL
5 HMAC to co,ffInyx
3 . 75" BROWN CLAY 1
7 . 00" GRAY CLAY
ATTERBURG LIMITS: LL: 33 . 2 PL: 15. 4 PI: 17 . 8 SHRKG: 9. 0%
MUNSELL COLOR CHART: 7/2 PINKISH GRAY CLAY
UNIT •WEIGHT: N/A #/CFT Njo LOMOE(L LYLL- (y( 3&
LE # 7 LAB 36522
L CATION: 7749 INCLINE TER. Z14
500" HMAC
6.. " BROWN SANDY CLA GRAVEL
9. 00 , BROWN CLAY
ATTERB RG LIMITS: L: 29. 7 L: 14 . 8 PI: 1 . 9 HRKG: 8 . 0%
MUNSELL COLOR C T: 7/2 PINKI GRAY SAND. CLAY
4 UNIT WEI T: 6. 0 #/CFT ,/
HOLE # 8 NO: 36523
LOCATION: 1 INCLINE TER. CL
4 . 50" C
6.50" REDDISH OWN CLAY W/G EL '
9. REDDISH B WN CLAY
WNSELL
ERBURG LIMITS: L: 36. PL: 19. 7 PI: 17. 0 SHI{G: 9. 0%
COLOR CHART: 6/ RAY CLAY
UNIT WEIGHT: 146. 0 #/ z v
LE # 9 LAB NO: 3�6.8 4
LO ATION: N/4 OF l CLINE ER. 20' SOUTH OF/TRAIL RIDGE DR.
5. HMAC
6. 00 BROWNZ
' 9. 00" LL ISH BROWN CLAY
ATTERBURG IMITS: LL: 52 . 4 PL. . 9 PI: 29 .5 SHRK 14 . 0%
MUNSELL CO � R CHART: 7/3 VERY BROWN CLAY
UNIT WEIGHT: 146. 0 #/CFT ./
• U i��r�, CL i� D�-� �� S�rMoC�sfif e •C�-� �-� ^T�c�rrsh r� c1-,4a
DOE # 3703 �rr
HOLE # 16 LAB NO: 36 1
LOCATION: 88 GREENHAVEN 4
2 . 00" HMAC
5 . 00" BROWN S Y CLAY W RA L
13. 00" YELLOWISH OWN LAY W/G VEL
'TTERBURG LIMITS: 33 . 5 PL: 6.2 PI. 17. 3 SHRK 10.0�
UNSELL COLOR CHA : 8/4 PALE YELL CL -
UN. T WEIGHT: 13 . 0 #/ T
HOL # 17 AB\NO: 36532
LOCA ON: •' 29 GREENHAVE DR. C '
2 .25"� C
' 7 . 75" Y SANDY CLAY W/GKCLELY
10 . 0 BR WNISH GRAY SAN -
ATT RBURG MITS: LL: 6 . 2 Pk. 18 . 8 P . 17. SHRKG: 8 .Oa
_ MPR SELL COLD CHART: /2 LIGHT Y CL
,YJNIT WEIGHT: 34 . 0 #/CFT
OLE # 18 AB NO: 36533
.. L ATION: 880 G ENHAVEN DR. W41
3.\0"" HMAC/4 . TACT SAND W/G VEL13. DOWN SANDY CL Y Try/GRAVEL
ATTERBUR LIMITS: LL• 3. 4 PL: 21.5 P • 1. 9 SHRKG: 12.0 , '
MUNSELL CO R CHART..:`7/2 IGFiT GRAY AV\
UNIT WEIGHT: 38 . 0 #/CET
HOLE # 19 o LAB NO: 36534
LOCATION: 7222 ISTA CLIFF DR.• N/4 V/ Of I firy��, 5
�- 0 . 5 0" HMA
6. 00" YELLOWISH BROWN SANDY CLAY W/GRAVEL
9. 00" TAN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 29. 1 PL: 18 . 8 PI: 10. 3 SHRKG: 6.0%
MUNSELL COLOR CHART: 7/3 PINK 'SANDY CLAY
UNIT WEIGHT: 126. 0 #/CFT P-SO LWO-Y QU-CZffJ6-
HOLE # 20 LAB/NO: 36535
LOCATION: 8834 CL V
4 . 00" HMAC
5. 00" BROWN SANDY CLAY W/GRAVEL
11.00" BROWN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 29.2 PL: 18 . 6 PI: 10. 6� SHRKG: 6. 0%
.o MUNSELL COLOR CHART: 7/1 LIGHT GRAY SANDY "'
UNIT WEIGHT: 14 6.0 #/CET t,3-0 u rnE-0- twn(acr
(�N�f'•�. � pw, pis,
WAN
C1�0`y ::. t L.L '(_ �L V�IC� Cc�v Nt,►2- D,� +u1 l— ale y 5 rc�e s
y
DOE # 3703
000S O D�. I l r� � Uw, C��try p� sky L VCE. 'bf9
' �-
HOLE # 21 LAB NO: 36536
LOCATION: 8831 SAND CASTLE CT. N/4 01 i 4 m' 5A a Q . 0 LAKE V t
n 3. 00" HMAC
6. 00" YELLOWISH BROWN SANDY CLAY W/GRAVEL
11. 00" TAN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 25. 4 PL: 15. 6 PI: 9. & SHRKG: 6. 0%
MUNSELL COLOR CHART: 7/3 VERY PALE .BRO CLAY
UNIT WEIGHT: 138 .0 #/CFT NO ll.Nm.VL cLaTIMy
HOLE # 22 LAB NO: 36537
LOCATION: 8809 SAND CASTLE CT. CL Aq r-k-�m uj (y vw L.
9.00" HMAC
4 . 00" LIGHT GRAY CLAY W/GRAVEL
7. 00" DARK GRAY CLAY ,W/GRAVEL
ATTERBURG LIMITS: LL: 29. 0 PL: 19.7 PI: 9. 3 SHRKG: 4 . 0%
MUNSELL COLOR CHART: 5/1 GRAY SANDY CIA
UNIT WEIGHT:- N/A #/CFT N-lT
HOLE # 23 LAB NO: 36538
LOCATION: CL OF WOODSIDE HILL DR. 100' EAST OF SKYLAKE DR.5 . 00" HMAC ✓-
6. 00" BROWN CLAY W/GRAVEL l��` �'�`� W/�g' U��"r
u 9. 00" LIGHT BROWN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 35. 7 PL: 18 . 5 PI : 17 . 2 SHRKG: 8 .0%
MUNSELL COLOR CHART: 7/2 LIGHT GRAY CLAY"""
-- UNIT WEIGHT: 146.0 #/CFT N-Cl LLkW6-6Z.C.XfC- jjQ(r-
HOLE # 24 0,16 LAB NO: 36539 /.
LOCATION: 7504 WOODSIDE HILL . CL r '
8 . 00" HMAC
2. 00" DARK BROWN CLAY
3. 00" HMAC
2. 00" BROWN CLAY
5. 00" TAN CLAY W/GRAVEL
ATTERBURG LIMITS: LL: 29. 5 PL: 19. 7 PI: 9. 8 SHRKG: 5. 0%
MUNSELL COLOR CHART: 6/3 PALE BROWN SAND
UNIT WEIGHT: N/A #/CFT N6 L LIV'O VL Cull I Nlb-,
HOLE # 25 LAB NO: 36540
LOCATION: 7600 WOODSIDE HILL DR, W/4 Olt RQ S ANOV � I ,p 1�
2 . 00" HMAC
8. 00" LIGHT BROWN SANDY CLAY W/GRAVEL
,,. 10. 00" BROWN SANDY CLAY
ATTERBURG LIMITS: LL: 45.4 PL: 23 . 6 PI: 21. 8 SHRKG: 12 . 0%
MUNSELL COLOR CHART: 7/4 PALE YELLOW CLA .
UNIT WEIGHT: 133. 0 #/CFT
6
CDC�E
�f^ Lj*,L LLkri��� Df. - cut-��-sr�c 3703
HOLE # 26 LAB : 36541
LOCATION: 7700 WOODSIDE HILL DR. CL
1 .50" HMAC
6. 00" BROWN' SANDY CLAY W/GRAVEL
12 . 50" BROWN CLAY W/GRAVEL
i ATTERBURG LIMITS: LL: 61 .0 PL: 27. 0 PI: 34 . 0 SHRKG: 17. 0%
MUNSELL COLOR CHART: 6/3 PALE BROWN CLAY
UNIT WEIGHT: 132. 0 #/CFT
HOLE # 27 LAB NO• - 36542
LOCATION: 7729 WOODSIDE HILL DR. E/4 Q«( (ftA7C L
5. 00" HMAC
Li 5. 00" LIGHT BROWN CLAY W/GRAVEL
10.00" REDDISH BROWN CLAY.
ATTERBURG LIMITS: LL: 48 . 3 PL: 25. 0 PI: 23 . 3 SHRKG: 15.0%
MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH B N CLAY
UNIT WEIGHT: 146. 0 .#/CFT It olerz CIA-C-C Itrc-
HOLE # 28 LAB NO: 36543
LOCATION: S/4 OF WOODSIDE HILL DR, 35' EAST OF LAKE COUNTRY2. 00" HMAC
7 . 00" BROWN SANDY CLAY W/GRAVEL tt l s �'�" I[
11. 00" LIGHT GRAY CLAY W/GRAVEL ( AJEL
ATTERBURG LIMITS: LL: 52. 0 PL: 24 . 2 PI: 27 . 8 SHRKG: 14 .0%
MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH AY
- UNIT WEIGHT: 133. 0 #/CFT No
HOLE 29 LAB NO: 36544
ATION: N/4 OFLP; EHIGHLANDS DR, 20' WEST OF . Z �RD
4 . 0 0" HMA ,��•""
16. 00"_,)YELLOWISH BR WN CLAY W/G SL
T "Z -BURG LIMITS: LL. 35. 0 L: 20. 7 : 14. 3 SHR 7 . o
NSELL COLOR CHART;,@)k�'VERY PALE BROWN NDY C
UNI WEIGHT: 1 L. 9 /CF
HOLE # LAB 3 45
LOCAT : �7601 LAKE NIGH S DR. CL
„ HMA
9. 75" BROWN SANDY CLAY W/GRA
10. 00" LIGHT RAY CLAY W/ E
ATTERBURG LIM S: LL: . 1 PL: 15. 9 I: 9.2 SHR G: 6. 0%
`'MUNSELL COLOR CART• /2 LIGHT G� CLAY
.,, i�`N` T WEIGHT: N/A #/CFT
HOF��# 31 LAB NO: 3 6546
LOCATION: 0 LAKE HIGH • S DR, S/4
4. 0 0"�� C
4. 0 D K BROWN w
., W/GRAVEL.00" RED ISH BRCICL Y W/GRAVEL �..
ATTERBURG L I LL: 3 . 8 PL 1' . 3 PI: 17 . 5 SHRKG-. .00 \
MUNSELL COLOR CHART: 7/2 IGHT-'GRAY CLAY
UNIT WEIGHT: 1 .0 #/CFT
H.M.A.C. SURFACE OVERLAY (2006-12)
DOE NO. 5211
TPW NO. GS-93-020930522960
Blk Limits Project Name Street Limits Procedure Quantity CD Map
7800-7899 BAYSHORE CT CROSSWIND DR-W CUL-DE-SAC POL 0.3 LM 7 31M
7700-7799 GRASSLAND CT E CUL-DE-SAC-CROSSWIND DR POL 0.25 LM 7 31M
8800-8899 SANDCASTLE CT W CUL-DE-SAC-LAKE COUNTRY DR POL 0.36 LM 7 32K
7200-7299 VISTA CLIFF DR SANDCASTLE CT-TOWNSHIP CT POL 0.2 LM 7 32K
7300-7399 VISTA CLIFF DR TOWNSHIP CT-HIDDEN HILL DR POL 0.26 LM 7 32K
7600-7799 WOODSIDE HILL DR LAKE COUNTRY DR-SKYLAKE DR POL 0.73 LM 7 31M
7500-7515 WOODSIDE HILL CT LAKE COUNTRY DR-E CUL-DE-SAC POL 0.19 LM 7 32J
Total Lane Miles for Contract H2O06-12 2.29
4�
MOL=Mill Overlay POL=Pulverization and Overlay
Engineering Department
Tuesday,May 23,2006 Design Services Division Page 1 of 1
NOTE: THiS SPECIFICATION HAS BEEN MODIFIED TO DELETE NON-
APPLICABLE ITEMS FOR USE AS A GUIDE SPECIFICATION FOR CITY STREETS.
Item 360
CONCRETE PAVEMENT
300.1. Description. Construct Portland cement concrete pavement with or without
curbs on the concrete pavement.
300.2. Materials.
A. Portland Cement Concrete. Provide Portland cement concrete to meet a minimum
compressive strength of 3,000 psi at 28 days; unless shown otherwise in the contract
documents.
Use Class A concrete for curbs that are placed separately from the pavement.
Provide concrete that is workable and cohesive, possesses satisfactory finishing
qualities, and conforms to the mix design and mix design slump.
B. Reinforcing Steel. Provide Grade 60 deformed steel for ba'•reinforcement. Provide
approved positioning and supporting devices (baskets and chairs) capable of
securing and holding the reinforcing steel In proper position before and during
paving. Provide corrosion protection when shown on the plans.
'I. Dowels. Provide Grade 60 smooth, straight dowels of the size shown on the
plans, free of burrs or deformations. Coat dowels with a thin film of grease or
other approved de-bonding material. Provide dowel caps.on the lubricated end of
each dowel bar used in an expansion joint. Provide dowel caps filled with a,soft
compressible material with enough range of movement to'allow complete closure
of the expansion joint.
2. Tie Bars. Provide straight deformed steel tie bars. Provide either multiple-piece
tie bare or single-piece tie bars as shown on the plans:'Provide multiple-piece tie
bars composed of 2 pieces of deformed reinforcing steel with a coupling capable
of developing a minimum tensile strength of 125% of the design yield strength of
the deformed steel when tensile-tested in,the assembled configuration. Provide a
minimum length of 33 diameters of the deformed steel in each piece.
C. Curing'Materials. Provide Type 2 membrane curing compound conforming to
DMS-4650, "Portland Cement Concrete Curing Materials and Evaporation
Retardants."
D. Epoxy. Provide Type Iii epoxy in accordance with DMS-6100, "Epoxies and
Adhesives,"for installing all drilled-in reinforcing steel.
E. Evaporation Retardant. Provide evaporation retardant conforming to DMS-4650,
"Portland Cement Concrete Curing Materials and Evaporation Retardants."
F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint-sealant materials and
fillers unless otherwise shown on the plans or approved and other sealant materials
of the size,shape, and type shown on the plans in accordance with DMS-6310,
"Joint Sealants and Fillers!
300.3. .Equipment. Furnish and maintain all equipment in good working condition. Use
measuring, mixing, and delivery equipment conforming to the requirements of Item 421,
"Portland Cement Concrete."Obtain approval for other equipment used.
A. Placing, Consolidating, and Finishing Equipment. Provide approved self-
propelled paving equipment that uniformly distributes the concrete with minimal
segregation and provides a smooth machine-finished consolidated concrete
pavement conforming to plan line and grade. Provide an approved automatic grade
control system ont slip-forming equipment. Provide approved mechanically operated
finishing floats capable of producing a uniformly smooth pavement surface. Provide
equipment capable of providing a fine, light water fog mist.
Provide mechanically operated vibratory equipment capable of adequately
consolidating the concrete. Provide immersion vibrators on the paving equipment at
sufficiently close intervals to provide uniform vibration and consolidation of the
concrete over the entire width and depth of the pavement and in accordance with the
manufacture►'s recommendations. Provide immersion vibrator units that operate at a
frequency in air of at least 8,000 cycles per minute. Provide enough hand-operated
immersion vibrators for timely and proper consolidation of the concrete along forms,
at joints and in areas not covered by other vibratory equipment. Surface vibrators
may be used to supplement equipment-mounted immersion vibrators. Provide
tachometers to verify the proper operation of all vibrators.
For small or irregular areas or when approved, the paving equipment described in
this Section is not required.
B. Forming Equipment.
1. Pavement Forms. Provide metal or wood side forms of sufficient cross-section,
strength, and rigidity to support the paving equipment and resist the impact and
vibration of the operation without visible springing or settlement. Use forms that
are free from detrimental kinks, bends, or warps that could affect ride quality or
alignment. Provide flexible or curved metal or wood forms for curves of 100-ft.
radius or less.
.2. Curb Forms. Provide curb forms for separately placed curbs that are not
slipformed that conform to the requirements of Item 529, "Concrete Curb, Gutter,
and Combined Curb and Gutter."
C. Reinforcing Steel Inserting Equipment. Provide inserting equipment that
accurately inserts and positions reinforcing steel in the plastic concrete parallel to the
profile grade and horizontal alignment in accordance to plan details.
D. Texturing Equipment.
1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable
support system. Provide a single piece of carpet of sufficient transverse length to
span the full width of the pavement being placed and adjustable so that a
sufficient longitudinal length of carpet is in contact with the concrete being placed
to produce the desired texture. Obtain approval to vary the length and'width of
the carpet to accommodate specific applications. Use an artificial grass-type
carpet having a molded polyethylene pile face with a blade length of 518 in. to
1 in:, a minimum weight of 70 oz. per square yard, and a strong, durable, rot-
resistant backing material bonded to the facing.
2. Tining Equipment. Provide a self-propelled transverse metal tine device
equipped with 4-in. to 6-in. steel tines and with cross-section approximately
1132 in. thick by 1112 in. wide, spaced at 1 in., center-to-center. Hand-operated
tining equipment that produces an equivalent texture may be used only on small
or.irregularly shaped areas or, when permitted, in emergencies due to equipment
breakdown.
E. Curing Equipment. Provide a self-propelled machine for applying membrane curing
compound using mechanically pressurized spraying equipment with atomizing
nozzles. Provide equipment and controls that maintain the required uniform rate of
application over the entire paving area. Provide curing equipment that is independent
of all other equipment when production rates are such that the first application of
membrane curing compound cannot be accomplished immediately after texturing
and after free moisture has disappeared. Hand-operated pressurized spraying
equipment with atomizing nozzles may only be used on small or irregular areas or,
when permitted, in emergencies due to equipment breakdown.
P. Sawing Equipment. Provide power-driven concrete saws to saw the joints shown on
the plans. Provide standby power-driven concrete saws during concrete sawing
operations. Provide adequate illumination for nighttime sawing.
G. Grinding Equipment. When required, provide self-propelled powered grinding
equipment that is specifically designed to smooth and texture concrete pavement
using circular diamond blades. Provide equipment with automatic grade control
capable of grinding at least a 3-ft.width longitudinally in each pass without damaging
the concrete.
300.4. Construction. Obtain approval for adjustments to plan grade-line to maintain
thickness over minor subgrade or base high spots while maintaining clearances and
drainage. Maintain subgrade or base in a smooth, clean, compacted condition in
conformity with the required section and established grade until the pavement concrete
is'placed. Keep subgrade or base damp with water sufficiently in advance of placing
pavement concrete. Adequately light the active work areas for all nighttime operations,if
required.
A. Reinforcing Steel and Joint Assemblies.Accurately place and secure in position
all reinforcing steel as shown on the plans. Place dowels at mid-depth of the
pavement slab, parallel to the surface. Place dowels for transverse contraction joints
parallel to the pavement edge,Tolerances for location and alignment of dowels will
be shown on the plans. Stagger the longitudinal reinforcement splices to avoid
having more than 1/3 of the splices within a 2-ft. longitudinal length of each lane of
the pavement. Use multiple-piece tie bars or drill and epoxy grout tie bars at
longitudinal construction joints.
1. Manual Placement. Secure reinforcing bars at alternate intersections with wire
ties or locking support chairs. Tie all splices with wire.
2.. Mechanical Placement If mechanical placement of reinforcement results in
steel misalignment or improper location, poor concrete consolidation, or other
inadequacies, complete the work using manual methods.
B. Joints. Install joints as shown on the plans. Clean and seal joints in accordance with
Item 438, "Cleaning and Sealing Joints and Cracks.(Rigid Pavement and Bridge
Decks)." Repair excessive spalling of the joint saw groove using an approved
method before installing the sealant. Seal all joints before opening the pavement to
all traffic. When placing of concrete is stopped, install a rigid transverse bulkhead,
accurately notched for the reinforcing steel and shaped accurately to the cross-
section of the pavement.
1. Placing Reinforcement at Joints.Where the plans require an assembly of parts
F - at pavement joints, complete and place the assembly at the required location and
elevation with all parts rigidly secured in the required position. A teEeh—
joint materials for the reinforcing steel. AFFICIWL
�. pv�HHI YEN.
2. Curb Joints. Provide joints in the curb of the same type and location as the
adjacent pavement. Use expansion joint material of the same thickness,type,
and quality required for the pavement and of the section shown for the curb.-
Extend expansion joints through the curb. Construct curb joints at all transverse
pavement joints. For.non-monolithic curbs, place reinforcing steel into the plastic
concrete pavement as shown on the plans unless otherwise approved. Form or
saw the weakened plane joint across the full width of concrete pavement and
through the monolithic curbs.
C. Placing abd Removing Forms. Use clean and oiled forms. Secure forms on a base
or firm subgrade that is accurately graded and that provides stable support without
deflection and movement by form riding equipment. Pin every form at least at the
middle and near each end.Tightly join and key form sections together•to prevent
relative displacement,
Set side forms far enough in advance of concrete placement to permit inspection.
Check conformity of the grade, alignment, and stability of forms immediately before
placing concrete, and make all necessary corrections. Use a straightedge or other
approved method to test the top of forms to ensure that the ride quality requirements
for the completed pavement will be met. Stop paving operations if forms settle or
deflect more than 1/8 in. under finishing operations. Reset forms to line and grade,
and refinish the concrete surface to'correct grade.
Avoid damage to the edge of the pavement when removing forms. Repair damage
resulting from form removal and honeycombed areas with a mortar mix within 24 hr.
after form removal unless otherwise approved. Clean joint face and repair
honeycombed or damaged areas within 24 hr. after a bulkhead for a transverse
construction joint has been removed unless otherwise approved. When forms are
removed before 72 hr. after concrete placement, promptly apply membrane curing
compound to the edge of the concrete pavement.
Forms that are not the same depth as the pavement but are within 2 in. of that depth
are permitted if the subbase is trenched or the full width and length of the form base
is supported with a firm material to produce the required pavement thickness.
Promptly repair the form trench after use. Use flexible or curved wood or metal formms
for curves of 1004 radius or less.
D. Concrete Delivery. Clean delivery equipment as necessary to prevent accumulation
of bid concrete before loading fresh concrete. Use agitated delivery equipment for
concrete designed to have a plump of more than 5 in. Segregated concrete is subject
to rejection. Place agitated concrete within 60'min. after batching. Place non-agitated
concrete within 45 min. after batching. In hot weather or under conditions causing
quick setting of the concrete, times may be reduced by the Engineer. Time]imitations
may be extended if the Contractor can demonstrate that the concrete can be
properly placed, consolidated, and finished without the use of additional water.
E. Concrete Placement. Do not allow the pavement edge to deviate from the
established paving line by more than 1/2 in. at any point. Place the concrete as:near
as possible to its final location, and minimize segregation and rehandling.Where;
hand spreading is necessary, distribute concrete using shovels. Do not use rakes or
vibrators to distribute concrete.
1. Pavement. Consolidate all concrete by approved mechanical vibrators operated
on the front of the paving equipment. Use immersion-type vibrators that
simultaneously consolidate the full width of the placement when machine . -
finishing. Keep.vibrators from dislodging reinforcement. Use hand-operated
c P�Lt
vibrators to consolidate concrete in areas not accessible to the machine-mounted
vibrators. Do not operate machine-mounted vibrators while the paving equipment
is stationary.
2. Temperature Restrictions. Place concrete that is between40°F and 95°F at the
time of discharge, except that concrete may be used if it was already in transit
When the temperature was found to exceed the allowable maximum.Take
immediate corrective action or cease concrete production when the concrete
temperature exceeds 95°F.
Do not place concrete when the ambient temperature in the shade is below 40°F
and falling unless approved. Concrete may be placed when the ambient
' temperature in the shade is above 35°F and rising or above 40°F. When
temperatures warrant protection against freezing, protect the pavement with an
approved insulating material capable of protecting the concrete for the specified
curing period. Submit for approval proposed measures to protect the concrete'
from anticipated freezing weather for the first 72 hr. after placement. Repair or
replace all concrete damaged by freezing.
F. Spreading and Finishing. Finish all concrete pavement with approved self-
propelled equipment. Use power-driven spreaders, power-driven vibrators, power-
driven strike-off, and screed, or�approved alternate equipment. Use the transverse
finishing equipment to compact and strike off the concrete to the required section
and grade without surface voids. Use float equipment for final finishing. Use concrete
with a consistency that allows completion of all finishing operations without addition
of water to the surface. Use the minimal amount of water fog mist necessary to
maintain a moist surface. Reduce fogging if float or straightedge operations result in
excess slurry.
1. Finished Surface. Perform sufficient checks with long-handled 10-ft. and 15-ft.
straightedges on the plastic concrete to ensure that the final surface is`within the
tolerances specified in the contract documents. Check with the straightedge
parallel to the centerline. .
2. Maintenance of Surface Moisture, Prevent surface drying of the pavement
before application of the curing system. Accomplish this by fog applications of
evaporation retardant on the pavement surface.Apply evaporation retardanfat .
the rate recommended by the manufacturer. Reapply the evaporation retardant
as needed to maintain the concrete surface in a moist condition until curing
-� system is applied. Do not use evaporation retardant as a finishing aid.
3. Surface Texturing. Perform'surface texturing using a combination of a carpet
drag and metal fining, if required by the contract documents. Complete final
texturing before the concrete has attained its initial set. Draw the carpet drag
longitudinally along the pavement surface with the carpet contact surface area
adjusted to provide a satisfactory coarsely textured surface.
Operate the metal-tine device to obtain grooves spaced at 1 in., approximately
3/16 in. deep, with a minimum depth of 1/8 in., and approximately 1112 in. wide.
Do not overlap a previously tined area. Use manual methods for achieving similar
results on ramps and other irregular sections of pavements. Repair damage to
the edge of the slab and joints immediately after texturing. Do not tine pavement
that will be overlaid..
4. Small or Irregular Placements.Where machine placements and finishing of
concrete pavement are not practical, use hand equipment and procedures that
produce a consolidated and finished pavement section to the line and grade.
4•
L.
S. Emergency Procedures'. Use hared-operated equipment for applying tsxture,
evaporation retardant,and cure in the event of equipment breakdown.
0. Curing. Keep the concrete pavement surface from drying by water fogging until the
caring material has been applied. Maintain and promptly repair damage to curing
rnatedals on exposed surfaces of concrete pavement continuously for at least 3
curing days.A curing day is defined as a 24-hr. period when either the temperature
taken in the shade away from artificial heat is above S0°F for at least 19 hr.or when
the surface temperature of the concret+a is maintained above 40*F for 24 hr.Cururg
begins when the concrete curing system has been applied. Stop concrete paving if
curing=npound is not being applied promptly and maintained adequately. Other
methods of curing in accordance with Item 420, "Concrete Structures,'may be used
when specified or approved.
1. Membrane Curing.After texturing and immediately after the free surface
moisture has disappeared, spray the concrete surface uniformly with 2 coats of
membrane curing compound at an individual application rate of not more than
180 sq.ft. per gallon.Apply the fiat cost within 10 min. after completing texturing
operations.Apply the second coat within 30 min.after completing texturing
operations.
Before and during applicadoa, maintain curing compounds In a unlformly agitated
condition,free of settlement. Do not thin or dilute the curing compound.
Where the coating shows discontinuities or other defects or If rain falls on the
newly coated surface before the film has dried enough to resist damage,apply
Additional compound at the sacra rate of coverage to correct the damage. Ensute
that the curing compound coats the sides of the fining grooves.
H. Sawing Joints.Saw joints to the depth shown on the plans as soon as sawing can
be accomprished without damage to the pavement regardless of timo of day or
weather conditions. Some minor raveling of the saw cut is acceptable.Use a chalk
line,string fine, sawing template, or other approved method to provide a true joint
alignment. Provide enough saws to match the paving production rate to ensure
sawing completion at the earliest possible time to avoid uncontrolled cracidng.
Reduce paving production if nee mary to ensure timely sawing of jornts. Promptly
restore membrane cure damaged within the first 72 hr. of curling.
i. Protection of Pavement and Opening to Traffic.Testing for early opening is the
responsibility of the Contractor regardless of job-control testing responsibilities
unless otherwise shown in the plans or direbtad.Testing result interpretation for
opening to traffic is subject to the approval of the Engineer.
1. Protection of Pavement Erect and maintain barricades and other standard and
approved devices that will exclude all vehicles and equipment from the newly
placed pavement'for the periods specified. Before opening to traffic,protect the
pavement from damage due to crossings using approved methods. Maintain an
adequate supply of shooting or other material to cover and protect fresh concrete
surface from weather damage.Apply as needed to protect the pavement surface
from weather.
2- Opening Pavement to Traffic. Before opening to traffic, clean pavement, place
stable material against the pavementedges, seal joints, and perform all other
traffic safety related work.
C P"(
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 organization 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
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