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SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
-------V ..... MAC SURFACE OVERLAY (2010-15)
ATV ARIOUS LOCATIONS
IN THE CITY O F FORT WORTH, TEXAS
CITY PROJECT NO. 01594
TPW PROJECT NO. C293-541200-207620159483
2010
MIKE MONCRIEF
MAYOR
DALE A. FISSELER, P.E.
CITY MANAGER
WILLIAM A. VERKEST, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ANDY ANDERSON, P.E., ASSIST ANT DIRECTOR
TRANSPORTATION AND PUBLIC WORKS DEP ARTMENT
PREPARED BY
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
INFRASTRUCTURE GROUP
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
12-01 -10 PJ.3 :15 I~
M&CReview http://apps.cfwnetorg'co1H1cil_packet/mc_review.asp?ID=l4346&coun ..
Offtial site of the City of Fort Worth, Texas
CITY COUNCIL AGENDA FORTWORTH
~
COUNCIL ACTION: Approved on 11/16/2010
DATE: 1111612010 REFERENCE
NO.: C-24611
NON-CONSENT
LOG NAME: 20HMAC SURFACE
OVERLAY 2010-15
CODE: C TYPE: PUBLIC
HEARING: NO
SUBJECT: Authorize the Execution of a Contract with JLB Contracting, LLC, in the Amount of
$1,069,359.10 for Hot Mix Asphaltic Concrete Surface Overlay 2010-15 at Various
Locations (COUNCIL DISTRICTS 2, 4, 7, 8 and 9)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with JLB
Contracting, LLC, in the amount of $1,069,359.10 for 180 calendar days for Hot Mix Asphaltic
Concrete Surface Overlay 2010-15 at various locations that are listed on the provided attachment.
DISCUSSION:
In the Fiscal Year 2009-2010 Contract Major Maintenance Program, various types of street
maintenance techniques are grouped into specific contract packages. Hot Mix Asphaltic Concrete
(HMAC) Surface Overlay 2010-15 at various locations provides for surface and base rehabilitation,
curb and gutter and valley gutter replacements for asphalt streets. Costs are provided for by the
Contract Street Maintenance Fund.
The City reserves the right to increase or decrease quantities of individual pay items within the contract,
provided that the total contract amount remains within plus or minus 25 percent of the contract
award .
This project was advertised for bid in the Fort Worth Star-Telegram on August 12, 2010 and August 19,
2010. On September 9, 2010, the following bids were received:
Bidders
JLB Contracting, LLC
Peachtree Construction, Ltd.
Austin Bridge & Road, LP
APAC-Texas, Inc.
Amount
$1,069,359.10
$1,096,707.50
$1,122,729.00
$1,238,818.00
JLB Contracting, LLC, is in compliance with the City's M/WBE Ordinance by committing to 19 percent
M/WBE participation. The City's goal on this project is 16 percent.
11/18/2010 7:57 AM
M&CReview http://apps .cfwnet.org/council_packet/mc _review .asp?ID= 14346&coun.
These projects are located in COUNCIL DISTRICTS 2, 4, 7 , 8 and 9, the primary COUNCIL DISTRICT
is located in COUNCIL DISTRICT 7.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated , of the Contract Street Maintenance Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
C293 541200 207620159483 $1,069,359 .10
Submitted for City Manager's Office by:
Originating Deparbnent Head:
Additional lnfonnation Contact:
ATTACHMENTS
20HMAC 2010 15 MAP 01 .pdf
20HMAC 2010 15 MAP 02.pdf
20HMAC 2010 15 MAP 03 .pdf
20HMAC 2010 15 MAP 04 .pdf
Fernando Costa (6122)
William Verkest (8255)
Kristian Sugrim (8902)
11 /1 8/2010 7:57 AM
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2010-15)
AT VARIOUS LOGATIONS
IN THE CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 01594
TPW PROJECT NO. C293-541200-207620159483
f?·-17-lo
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
DATE
TABLE OF CONTENTS
1. Notice to Bidders
2. Special Instructions to Bidders
3. Mino r ity and Women Business Enterprise Specifications
4. Proposal
5. Special Provisions
6. Item 360, Concrete Pavement (Modified Specification)
7. Prevailing Wage Rates
8. Vendor Compliance
9. Contractor Compliance with Worker's Compensation Law
10. Certificate of Insurance
11. Equipment Schedule
12. Experience Record
13. Performance Bond
14. Payment Bond
15. Maintenance Bond
16. Contract
17. Notice of Construction Detail
18. Project Designation Sign Detail
19. Other Details
20. Street Locations
21. Street by Street Paving Quantity Determination Spreadsheet
Sealed Proposals for the following:
CITY OF FORT WORTH, TEXAS
HMAC SURFACE OVERLAY (2010-15)
CITY PROJECT N: 01594
TPW PROJECT NO: C293-541200-207620159483
Submit package to City of Fort Worth, Purchasing Division, in the lower level of the Municipal Building, 1000
Throckmorton St, Fort Worth, Texas 76102 until I :30 P.M., Thursday, September 9, 2010, and then publicly
read aloud at 2 :00 P .M., in the Council Chambers .
Specifications and Contract Documents for this project may be purchased for twenty dollars ($20) per set at the
office of the Transportation and Public Works Department, Municipal Office Building, 1000 Throckmorton
Street, Fort Worth, Texas 76102. These documents contain additional information for prospective bidders.
A pre-bid conference will be held at 10:00 A.M. Tuesday, August 31, 2010, in the Transportation and Public
Works Conference Room, 2nd Floor, Municipal Building, RM 289.
The major work on the above-referenced project shall consist of the following:
Paving Improvements:
13,680 L.F .
83,100 S.Y.
52,110 S.Y.
20,700 L.F .
7,130 S.Y.
5,540 L.F .
3,700 S .F.
Wedge Milling, 2-Inch 'to 0-Inch Deep, 5 Ft. Wide
2 -lnch Surface Course Type "D" Mix
8-Inch HMAC Pavement Pulverization
Crack Sealing of Existing Pavement
2-Inch Surface Milling
Remove and Replace Existing Curb & Gutters
Remove and Replace 6-Inch Concrete Driveways
Included in the above will be all other miscellaneous items of construction as outlined in the Plans and
Specifications.
For additional information, please contact Kristian Sugrim, Project Manager at (817) 392-8902 .
DALE A . FISSELER, P.E.
CITY MANAGER
Advertising Dates:
August 12, 2010
August 19 , 2010
WILLIAM A. VERKEST, P.E ., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS
DEPARTMENT
\/. ·J\· Q ~~
By : fs_~ ~'-"'-
Kristian Sugri~
Project Manager
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 approximate only
and will be used for the purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work performed or materials
furnished in strict accordance with the Contract Documents and Plans. The quantities of
work to be performed and materials to be furnished may be increased or decreased as
hereinafter provided, without in any way invalidating the unit prices bid or any other
requirements of the Contract Documents.
3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract
Documents prior to the bid receipt. Information regarding the status of addenda may be
obtained by contacting the Transportation and Public Works Department at (817) 392-
8902. Bids that do not acknowledge all applicable addenda will be rejected as non-
responsive.
SPECIAL INSTRUCTIONS TO BIDDERS
-I -
4. AW ARD OF CONTRACT: The contract, if awarded , will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities . No bid may be withdrawn until the expiration of forty-nine ( 49) City
business days from the date that the M/WBE UTILIZATION FORM, PRIME
CONTRACTOR 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
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.
A. If the total contract price is $25 ,000 or less, payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar
days from the date the work has been completed and accepted by the City.
B. If the contract amount is in excess of $25 ,000 , a Payment Bond shall be
executed, in the amount of the contract, solely for the protection of all claimants
supplying labor and material in the prosecution of the work.
C. If the contract amount is in excess of $100 ,000, a Performance Bond shall be
executed, in the amount of the contract conditioned on the faithful performance of
the work in accordance with the plans, specifications, and contract documents.
Said bond shall solely be for the protection of the City of Fort Worth.
D. A Two-year Maintenance Bond is required for all projects to insure the prompt,
full and faithful performance of the general guarantee as set forth in Paragraph 7
of the Special Provisions.
To be an acceptable surety on the performance , payment and maintenance bonds, the
surety must be authorized to do business in the state of Texas and meet all requirements
of Texas Insurance Code, section 7.19-1. In addition , the surety must (1) hold a
certificate of authority from the Untied States secretary of the treasury to qualify as a
surety on obligations permitted or required under federal law; or (2) have obtained
reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and
· admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority
from the Untied States secretary of the treasury to qualify as a surety on obligations
permitted or required under federal law. Satisfactory proof of any such reinsurance shall
be provided to the City upon request. The City, in its sole discretion, will determine the
adequacy of the proof required herein.
No sureties will be accepted by the City that are at the time in default or delinquent on
any bonds or which are interested in any litigation against the City. Should any surety on
the contract be determined unsatisfactory at any time by the City, notice will be given to
SPECIAL INSTRUCTIONS TO BIDDERS
-2 -
6.
7 .
8
the contractor to that effect and the contractor shall immediately provide a new surety
satisfactory to the City
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 .
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 ~mployment
practices.
WAGE RA TES: Section 8.8 of the Standard Specifications for Street and Storm Drain
Construction is deleted and replaced with the following:
Compliance with and Enforcement of Prevailing Wage Laws
A. Duty to pay Prevailing Wage Rates.
The contractor shall comply with all requirements of Chapter 2258, Texas
Government Code (Chapter 2258), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the
prevailing wage rates in accordance with Chapter 2258. Such prevailing wage
rates are included in these contract documents.
B. Penalty for Violation.
A 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
subcontractor, the City shall make an initial determination, before the 31st day
after the date the City receives the information, as to whether good cause exists to
believe that the violation occurred. The City shall notify in writing the contractor
or subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the contractor or
subcontractor has violated Chapter 2258; the City shall retain the full amounts
claimed by the claimant or claimants as the difference between wages paid and
SPECIAL INSTRUCTIONS TO BIDDERS
-3 -
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.
An issue relating to an alleged violation of Section 2258 .023, Texas Government
Code, including a penalty owed to the City or an affected worker, shall be
submitted to binding arbitration in accordance with the Texas General Arbitration
Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and
any affected worker do not resolve the issue by agreement before the 15th day
after the date the City makes its initial determination pursuant to paragraph ( c)
above . If the persons required to arbitrate under this section do not agree on an
arbitrator before the 11th day after the date that arbitration is required, a district
court shall appoint an arbitrator on the petition of any of the persons . The City is
not a party in the arbitration. The decision and award of the arbitrator is final and
binding on all parties and may be enforced in an y court of competent jurisdiction.
E. Records to be Maintained.
The contractor and each subcontractor shall , for a period of three (3) years
following the date of acceptance of the work, maintain records that show (i) the
name and occupation of each worker employed by the contractor in the
construction of the work provided for in this contract; and (ii) the actual per diem
wages paid to each worker. The records shall be open at all reasonable hours for
inspection by the City . The provisions of the Audit section of these contract
documents shall pertain to this inspection .
F. Pay Estimates .
With each partial payment estimate or payroll period, whichever is less, the
contractor shall submit an affidavit stating that the contractor has complied with
the requirements of Chapter 2258, Texas Government Code.
G . Posting of Wage Rates.
The contractor shall post the prevailing wage rates in a conspicuous place at the
site of the project at all times.
H . Subcontractor Compliance.
The contractor shall include in its subcontracts and/or shall otherwise require all
of its subcontractors to comply with paragraphs ( a) through (g) above.
I. (Wage rates are attached following the end this section.)
9. FINANCIAL STATEMENT: A current certified financial statement may be required by
the Director of Transportation and Public Works Department for use by the CITY OF
FORT WORTH in determining the successful bidder. This statement, if required, is to be
SPECIAL INSTRUCTIONS TO BIDDERS
-4 -
prepared by an independent Public Accountant holding a v alid permit issued by an
appropriate State Licensing Agency .
10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor
must provide , along with executed contract documents and appropriate bonds, proof of
insurance for Workers Compensation (statutory); Comprehensive General Liability
($1 ,000 ,000 per occurrence, $2 ,000,000 aggregate); and Automobile Insurance
• ($1,000,000 each accident on a combined single basis or $250 ,000 property
damage/$500,000 bodily injury per person per occurrence. A commercial business
policy shall provide coverage on "any auto", defined as autos owned, hired, and non-
owned). Additional lines of coverage may be requested . If such a request is made after
bid opening, Contractor shall be entitled to additional compensation equal to 110% of the
additional premium cost. For worker's compensation insurance requirements , see Special
Instructions to Bidders -Item 16.
ADDITIONAL INSURANCE REQUIREMENTS:
A. The City, its officers, employees and servants shall be endorsed as an additional
insured on Contractor's insurance policies excepting employer's liability insurance
coverage under Contractor's workers' compensation insurance policy.
B. Certificates of insurance shall be delivered to the City of Fort Worth, contract
administrator in the respective department as specified in the bid documents, 1000
Throckmorton Street, Fort Worth, TX 7 6102, prior to commencement of work on
the contracted project.
C. Any failure on part of the City to request required insurance documentation shall
not constitute a waiver of the insurance requirements _specified herein.
D . Each insurance policy shall be endorsed to provide the City a minimum thirty
days notice of cancellation, non-renewal, and/or material change in policy terms
or coverage . A ten days notice shall be acceptable in the event of non-payment of
premium.
E. Insurers must be authorized to do business in the State of Texas and have a
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
coverage.
H. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
SPECIAL INSTRUCTIONS TO BIDDERS
- 5 -
recovery in favor of the City.
I. City shall not be responsible for the direct payment of insurance premium costs
for contractor's insurance .
J . Contractor's insurance policies shall each be endorsed to provide that such
insurance is primary protection and any self-funded or commercial coverage
maintained by City shall not be called upon to contribute to loss recovery.
K. In the course of the project, Contractor shall report, in a timely manner, to City's
officially designated contract administrator any known loss occurrence which
could give rise to a liability claim or lawsuit or which could result in a property
loss.
L. Contractor's liability shall not be limited to the specified amounts of insurance
required herein.
M. Upon the request of City, Contractor shall provide complete copies of all
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 ~on-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.
SPECIAL INSTRUCTIONS TO BIDDERS
- 6 -
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 Transportation and Public Works
Department ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt.
Failure to comply shall render your bid non-responsive.
Upon contract execution between the City of Fort Worth and the successful bidder, now
known as Contractor, a pre-construction meeting will be scheduled at which time the
Contractor is required to submit either Letters of Intent or executed agreements with the
M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed
agreements shall include the following information:
1. Name of Contract
2. Name of M/WBE firm utilized
3. Scope of Work to be performed by the M/WBE firm
4. Monetary amount of work to be performed by the M/WBE firm
5. Signatures of all parties
A notice to proceed will not be issued until the signed letter(s) or executed
agreement(s) have been received.
Throughout the duration of this project, the Contractor complies 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
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 "O" or "no participation" in the spaces provided, and provide
a brief explanation.
• The Contractor shall provide the M/WBE Office proof of payment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining, in detail:
a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
SPECIAL INSTRUCTIONS TO BIDDERS
- 7 -
13.
14.
• 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.
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.
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.
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 .
SPECIAL INSTRUCTIONS TO BIDDERS
- 8 -
b. Payment of the retainage will be included with the final payment after acceptance of the
project as being complete .
c. The project shall be deemed complete and accepted by the City as of the date the final
punch list has been completed, as evidenced by a written statement signed by the
contractor and the City.
d. The warranty period shall begin as of the date that the final punch list has been
completed.
e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment
becoming due and payable.
f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the
city and there is a dispute regarding (i) final quantities , or (ii) liquidated damages, city
shall make a progress payment in the amount that city deems due and payable.
I g. In the event of a dispute regarding either final quantities or liquidated damages, the
parties shall attempt to resolve the differences within 30 calendar days.
15 . AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the
following guidelines relating to working on City construction sites on days designated as
"AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the
Metroplex area, runs from May 1, through October 31, with 6:00 a.m. -10:00 a.m. being
critical because emissions from this time period have enough time to bake in the hot
atmosphere that leads to early afternoon ozone formation.
The Texas Commission on Environmental Quality (TCEQ), in coordination with the
National Weather Service, will issue the AIR POLLUTION WATCH by 3:00 p.m. on the
afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS,
the Contractor shall bear the responsibility of being aware that such days have been
designated AIR POLLUTION WATCH DAYS and as such shall not begin work until
10:00 a.m. whenever construction phasing requires the use of motorized equipment for
periods in excess of 1 hour.
However, the Contractor may begin work prior to 10:00 a.m. if use of motorized
equipment is less than I-hour, or if equipment is new and certified by EPA as "Low
Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
alternative fuels such as CNG.
If the Contractor is unable to perform continuous work for a period of at least seven hours
between the hours 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:
SPECIAL INSTRUCTIONS TO BIDDERS
- 9 -
A. Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a
certificate of authority to self-insure issued by the commission, or a coverage
agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity employees
providing services on a project, for the duration of the project.
Duration of the project -includes the time from the beginning of the work on the
project until the contractor's/person's work on the project has been completed and
accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in. 406.096) -includes all
persons or entities performing all or part of the services the contractor has undertaken
to perform on the project, regardless of whether that person has employees. This
includes, without limitation, independent contractors, subcontractors, leasing
companies, motor carriers, owner-operators, employees of any such entity, or
employees of any entity which furnishes persons to provide services on the project.
"Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project.
"Services" does not include activities unrelated to the project, such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all employees
of the contractor providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project, the contractor must, prior to the end of the
coverage period, file a new certificate of coverage with the governmental entity
showing that coverage has been extended.
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.
SPECIAL INSTRUCTIONS TO BIDDERS
-10 -
E. The contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or
personal delivery, within ten days after the contractor knew or should have known, of
any change that materially affects the provision of coverage of any person providing
services on the project.
H. The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage .
I. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to :
(1) provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
providing services on the project, for the duration of the project;
(2) provide to the contractor, prior to that person beginning work on the project, a
certificate of coverage showing that coverage is being provided for all employees
of the person providing services on the project, for the duration of the project;
(3) provide the contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(4) obtain from each other person or entity with whom it contracts, and provide to
the contractor:
(a) a certificate of coverage, prior to the other person or entity beginning work
on the project; and
(b) a new certificate of coverage showing extension of coverage, prior to the end
of the coverage period, if the coverage period shown on the current certificate
of coverage ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter .
(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
SP ECIAL INSTRUCTIONS TO BIDDERS
-11 -
(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
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,
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
SPECIAL INSTRUCTIONS TO BIDDERS
-12 -
against any person because of their age except on the basis of a bona fide occupational
qualification, retirement plan or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents or employees
acting on their behalf, shall specify in solicitations or advertisements for employees to
work on those contract a maximum age limit · for such employment unless the specified
maximum age limit is based upon a bona fide occupational qualification, retirement plan
or statutory requirement.
Contractor warrants that it will fully comply with the Policy and will defend, indemnify
and hold City harmless against any and all claims or allegations filed by third parties
against City arising out of Contractor's alleged failure to comply with the Policy in the
performance of this contract.
18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the
Americans with Disabilities Act of 1990 ("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.
' END OF SECTION
SPECIAL INSTRUCTIONS TO BIDDERS
-13 -
TRANSPORTATION AND Puauc WORKS
BUSINESS SUPPORT DMSION
W/MBE REQUIRED DOCUMENTATION RECEIPT
Official Date and Time
09 -1 5 -10 PU3 :24 RCVD
Bid Date: __ ____.4---,..=.--___,..1~c2~D ....... /_..Q....___ ___ _
Project Name: Hill~ ~u OOfd~ ao10JJ
Project Manager: -~,......._~---=-~-=cZ?--~_ ... -.,;;;;~~~~;....;;;;.:. ..... ~=-----
Forms Submitted By
Name: _-.J.-7__;,())l...;.__~-=-=-~~· =, ~-----
Company: -J~Z--'-"""-d_C ............. ~~~~·--1--7 ---
Name: __ ___,_/i_;;;~~ .... F-o--'r=--:_s=.....;;R=e;;;....~.....l;e~:;._v_ed~B:;._y:----1.{).::.__ ___ _
FORT WORTH
~
PRIME COMPANY NAME:
JLB Contracting, LLC
PROJECT NAME:
HMAC Surface Overlay 2010-15
City's M/WBE Project Goal:
16%
City of Fort Worth
Subcontractors/Suppliers Utilization Form
ATTACHMENT 1A
Page 1 of4
Check applicable block to describe prime
I M/W/DBE I X I NON-M/W/DBE
September 9, 2010
Prime's M/WBE Project Utilization: PROJECT NUMBER
01594
18.51%
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form , in its entirety with requested documentation , and received by the Managing
Department on or before 5:00 p.m. five (5) City bus iness days after bid opening , exclusive of bid opening date ,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offerer agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization schedule , conditioned upon execution of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for considerat ion of disqualification and will result in the
bid being considered non-responsive to bid specifications
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.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e ., a direct
payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division . Disadvantaged Business
Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE).
If hauling services are utilized , the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the cont ract. The M/WBE may lease
trucks from another M/WBE firm , includ ing M/WBE owner-operators , and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/WBEs , including owner-operators , but will on ly receive credit for the
fees and commissions earned by the M/WBE as outl ined in the lease agreement.
.,
FORT WORTH
~
ATTACHMENT 1A
Page 2 of4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i .e ., Minority, Women and non-M/WBEs.
Please list MNVBE firms first , use additional sheets if necessary.
Certification N
(check one) 0
SUBCONTRACTOR/SUPPLIER n T Detail Detail Company Name i N T
C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D w Telephone/Fax r B B R 0 B E E C T E
A
TC"2 1 X Miscellaneous $81,692
4 700 Thomas Acres Concrete
Joshua , Texas 76058
817-360-8849
817 -558-8569
Magnum Trucking 1 X Raw Materials $48,190
Hauler
Atco Construction, Inc. 1 X Haul HMAC to $68,020
the job & excess
Material away
TXI 1 X Raw Aggregate $32 ,679
Supplier
Southern Asphalt 1 X Liquid Asphalt $207 ,332
Supplier
FOR'I'-WORTH ---.....,....-ATIACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers , regardless of status; i.e ., Minority, Women and non-M/WBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one) 0
SUBCONTRACTOR/SUPPLIER n T T Detail Detail Company Name i N
C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D V\ Telephone/Fax r B B R 0 B E E C T E
A
Dustrol Incorporated 1 )( Milling Sub $13,750
2925 Hwy 114
Roanoke, Texas 76262
817-491-3603
817-491-2354
FORfWORTH
·~
Total Dollar Amount of M/WBE Subcontractors/Suppliers
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS
$ 197,902.00
$253,761.00
$ 1,069,359.10
ATTACHMENT 1A
Page 4 of 4
The Contractor will not make additions , deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested change/addition or delet ion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
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
City work for a period of time not less than one (1) year.
A~ata~ ~ <=>--
President
Title
JLB Contracting, L.L.C .
Company Name
PO Box24131
Address
Fort Worth Texas 76124
City/State/Zip
James G . Humphrey
Pr1nmt1 Signature
James G. Humphrey
Contact NamefTitle (if different)
(817) 261-2991 (817) 261-3044
Telephone and/or fax
E-mail Address
September 14, 2010
Date
TO: CITY OF FORT WORTH
PURCHASING DIVISION
1000 THROCKMORTON ST
FORT WORTH, TEXAS 76102
P R O P O S A L
FOR: H.M.A.C. SURFACE OVERLAY (2010-15)
AT VARIOUS LOCATIONS
CITY PROJECT NO: 01594
TPW PROJECT NO: C293-541200-207620159483
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 Transportation and Public Works Department 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 (±) 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
ITEM
S.P.
S.P.
104
502
S.P.
PAY
ITEM
1
2
3
APPROX.
QUANTITY
2EA.
LUMPSUM
5,400L.F.
DESCRIPTION OF ITEMS WITH
BID PRICES WRITTEN IN WORDS
Project Designation Sign @
Two Hundred Dollars
& No Cents Per Each
Utility Adjustment @
""S;:;;ix'-T=h"'"ou;;;:;s::.aa""n::.ad'--_____ Dollars
& No Cents Per L.S.
Remove and Replace Concrete Curb &
Gut,
/t, 2£-NrCC Dollars &
_____ ,A/'--'-_O_Cents Per L.F.
P-1
UNIT
PRICE
$200.00
$6,000.00
TOTAL
AMOUNT BID
$400.00
$6,000.00
~
/0 r/ {J OO
J
SPEC PAY APPRO X. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRI C ES WRITTEN IN WORDS PRICE AMOUNT BID
502 4 100 L.F. New Concret e Curb & Gutter @
S.P. £ / &//;'"t!L/..J Doll a r s &
r' 50 I: t../-7 'c. C ents Per L.F. c,0 ' I'S:.--1%~0~
104 5 3,700 S.F . R emo ve and Replace 6-Inch
504 Concrete Driveway @
S.P. /10£ Doll a rs & £ff:£ ~
£4,/1('7'-h vL C ents P er S.F. 2.l (;YJ
104 6 100 S.F. R emo ve and R eplace 6-Inch
504 Expos ed Aggrega te Concrete
S.P. Driveway @
£1Gµr Doll a r s & <g <'3---oe>
/',.lo Cents Per S.F. ?oo
504 7 100 S.F. Ne w 6-Inch Concrete Driveway@
S.P. /1vL Doll a rs &
A/6 Cents Per S.F.
~e!:!--cz9--5,,_oo
104 8 200 S. F. Remove and Replace 4-Inch
504 Concrete Sidewalk @
S.P. /.!'ott/?-. Dollars & y §!2-oO
£16/:IQ' Cents Per S.F. 9ba --
104 9 100 S.F. Remo ve and Replace 4-Inch
504 Exposed Aggregate Sidewalk @
S.P. 5/x-Dollars & b ?!2--oO -,A./;J.JLr 7 Cents Per S.F. 610
504 10 100 S.F. New 4-Inch Concrete Sidewalk @
S.P . 7#/?£.L . Dollars &
s~~/-Jr t Cents Per S.F. ?!2-oO
] 3lo -
c-
104 11 100 S.F. R emo ve E xisting Wheelchair Ramp a nd
504 In stall Standard 4-inch ADA Wheelchair
S.P. Ramp (with detectable warning Dom e-
Tile surfac e)@
/£Al o_!!:-Doll a rs & t)O
/.ID Cents Per S.F. ID~ ;&oo
P-2
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS
504
S.P.
104
360
S.P.
360
S.P.
12
13
14
100 S.F.
230 S.Y.
100 S.Y.
New 4-Inch ADA Wheelchair
Ramp (with detectable warning
Dome-Tile surface@
ll.1 1:N l("' 0Jv~ Dollars &
/V' 0 Cents Per S.F. _____ ...c.....;:__
Remove and Replace Existing Concrete
Valley Gutter@
fL.vLv,ry Dollars &
/.S/6/~/'r' CentsPerS.Y.
New Concrete Valley Gutter@
b(e /-f LY-Ti,.:)c) Dollars &
/-'1rrY Cents Per S.Y.
S.P. 15 1 EA. Remove and Replace 5-Ft Storm
Drainage Inlet Top@
,/v/A.JLrt:.~/v )lw.,,/l,te.~d, bEZ?ft:,1....> Dollars&
____ ......._M.;;..:C>~Cents Per Each
S.P. 16 1 EA. Remove and Replace 10-Ft Storm
Drainage Inlet Top @
402
500
620
S.P.
275
S.P.
275
S.P.
/w£ Nrr'.,... t)1v L /-/u,..,c1~§tflJ,'-1'./;t.,),!no11ars &
A-t> Cents Per Each ------"---=-
17 100 L.F.
18 52,110 S.Y.
19 680 Tons
6-Inch Subdrain Pipe@
fr )J Dollars &
5/x;z)::-f/U {Cents Per L.F.
8-Inch Pavement Pulverization @
,,--:-
/J!:Rlt -L Dollars &
?'/ k? E~-->0 Cents Per S.Y.
Cement Modification (26 lbs/sy) @
;Ji .UIL.// "6 tt/L-Dollars &
-------'-,A_l .... ~ ___ Cents Per Ton
P-3
UNIT
PRICE
t:;Jt:J
$ 2/ =--
TOTAL
AMOUNT BID
$ 2..1 OD <;2fl-
oO O ,,.--s--
$ /<j/) $ l/7/J
z_o
$ 1 ---
o O
$ !Ot5 ---
.:,0
$ 1tt /)2--
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
106 20 920 C.Y. Unclassified Street Excavation@
S.P. /ot1L_r£./:,C....U Dollars &
/J () Cents Per C.Y. $/y ~ $/2. &80
247 21 100 C.Y. Crushed Limestone @
S.P.
7!t'l~-7Y'/!_/C,//T Dollars &
7 ?~ h r r r Cents Per C.Y. $ $ 3 8-'FO
300 22 240 C.Y. Asphalt Pavement and Base Repair@
310 o,µ£ /./-t.ov JJk!.~
f 'f: t,)e_/.J/)"'-&A£~..: Dollars &
340 Alu Cents Per C.Y. t:J_!!---
S.P. $/7) $ ~1520
300 23 180 Tons HMAC Pavement Level-Up@
310 £/t:rf/r: J;_.10 Dollars &
340 $" £;06,;..,f''('-/L/tl.Cents Per Ton 7}
S.P. $i2 -$IY'il't)
S.P. 24 3,680 L.F. Pavement Wedge Milling 2-Inch to 0-
Inch Depth, 5.0 Ft Wide @
0,,GL Dollar & 2-7 te>
. Zi,J blv r ?-.J'~vl'.'<...C ents Per L.F. $/-$ 7'~ )3-
S.P. 25 SEA. Butt Joint Milling @
?;;o!lfdv /J/2-ft,J /at/rDollars &
Cents Per Each ~ -$ 2 '7D $ /2.00
S.P. 26 6,930 S.Y. 2-Inch-Surface Milling@
{)/0£ Dollars & ?_ 7 ,o
~f ,)->/Y , f.: Pf;_,)J . Cents Per S.Y. -$! ---$ ?&)!
300 27 11,700 L.F. Crack Sealing of Existing Pavement @
S.P. ;Jo Dollars & J_l-J/(/A!t/~ 5E vUJ Cents Per L.F. t/ 3 Z 9 C2P-$0 $
P-4
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS
300
310
340
S.P.
S.P.
S.P.
450
S.P.
406
450
S.P.
S.P.
450
S.P.
28
29
30
31
32
33
34
63,460 S.Y.
lEA.
I EA.
17 EA.
18EA.
14EA.
11 EA.
2-Inch HMAC Surface Course
Type "D" Mix @
...,L=· .;_/""'"£'.,"""'llc....C.___ _____ Dollars &
_ ___,,H._._./.'"""'r._.Y.._...-_J--'-1}()'---Cents Per S.Y.
Removal and Replacement of 30-Ft
HMAC Speed Cushion w/stripping@
,rw ~ AJ r'f'-ON e.
1/ -,. ,q,1w/JH1,/l..?~'l'-r/p L Dollars &
)vl!:l Cents Per Each _____ ___.,_..:;__
Removal and Replacement of 40-Ft
HMAC Speed Cushion w/stripping@ ;rw~r-r .. f11oc
!-/v~r.J/Uf!I, h / fr Dollars &
------h«~LJ-._Cents Per Each
Water Valve Box Adjustment
With Steel Riser@
One hundred and twenty five Dollars &
No Cents Per Each
Water Valve Box Adjustment
With Concrete Collar @
Three hundred and fifty Dollars &
________ Cents Per Each
Water Meter Box Adjustment @
=T=h1=·r .. ty'-'fi=1v""'e'--------Dollars &
__ __.N"""o....._ ___ Cents Per Each
Manhole Adjustment With
Steel Riser @
Two hundred and fifty Dollars &
No Cents Per Each
P-5
UNIT
PRICE
$8~
TOTAL
AMOUNT BID
~ oO
$ z.£S-O $ 2...~ ~o--
$125.00 $3,375.00
$ 350.00 $8,750.00
$ 490.00
$ 250.00 $4,750.00
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID
406 35 12 EA. Manhole Adjustment With
450 Concrete Collar @
S.P.
Four hundred and fifty Dollars &
No Cents Per Each $ 450.00 $10,800.00
S.P. 36 72 EA. Painting House Curb Addresses @
7£µ Dollars & c.5-~o
SI >c n -h vC Cents Per Each
:..---
$ 10 $ )C,~
S.P. 37 900 S.Y. Grass Sod Replacement@
5 / 'l£_ Dollars & ~ &L Z}: 09-Cents Per S.Y. $ {, $ £}4,0
S.P. 38 2 EA. Re-Mobilization @
Five hundred Dollars &
No Cents Per Each $ 500.00 $1,000.00
/(!:}
$ Ii 6t. 9, ]),..'J -TOTAL BID } ;
P-6
This contract is issued by an organization which qualifies for exemption
pursuant to the provisions of Article 20. 04 (F) of the Texas Limited Sales,
Excise and Use Tax Act.
Taxes. All equipment and materials not consumed by or incorporated into the
project construction, are subject to State sales taxes under House Bill 11 , enacted
August 15, 1991.
The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance
7400 (Fort Worth City Code Sections 13-A -21 through 13-A-29), prohibiting
discrimination in employment practices.
The undersigned agrees to complete all work covered by these contract documents
within one hundred and eighty (180) Calendar Days from and after the date fo r
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 establi s hed by the City of Fort Worth, Texas.
Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid,
the undersigned will execute the formal contract and will deliver an approved
Surety Bond for the faithful performance of this contract. The attached deposit
check in the sum of
_________________________ Dollars ($ ___________ ~
is to become the property of the City of Fort Worth, Texas, or the attached
Bidder's Bond is to be forfeited in the event the contract and bond are not
executed within the time set forth, as liquidated damages for delay and
additional work caused thereby.
The Contractor shall mobilize within ten (10) working 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) working days, a $200 dollars liquidated damage will
be assessed per Block per day.
I (we) acknowledge receipt of the following addenda to the plans and
specifications, all of the provisions and requirements of which have been taken
into consideration in preparation of the foregoing bid:
Addendum No. 1 (Initials)
Addendum No. 2 (Initials)
Addendum No. 3 (Initi~t"=''-'+l #--r--~\\\ ~O:I ,,,,
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P-7
Respectfully submitted,
JLB CONTRACTING, LLC
Company Name
Signature
Printed Name of Principal ·-
Address: P.O. BOX 24131
FORT WORTH , TX 76124
E-mail Address: -,------------
Telephone: f, 17) ?.. ~ I -i 11 I
VENDOR COMPLIANCE TO ST A TE LA ·w
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a
contract as low bidder, non-resident bidders (out-of-state contractors whose corporate
offices or principal place of business are outside of the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the
lowest Texas resident bidder by the same amount that a Texas resident bidder would be
required too underbid a non-resident bidder in order to obtain a comparable contract in
the State in which the non-resident's principal place of business is located. The
appropriate blanks in Section A must be filled out by all out-of-state or non-resident
bidders in order for your bid to meet specifications. The failure of out-of-state or non-
resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A . Non-resident vendors in (give State), our principal place of
business, are required to be percent lower than resident bidders
by State law. A copy of the Statute is attached.
Non-resident vendors in (give State), our principal
place of business, are not required to underbid resident bidders.
B . Ou~incipal place of business or corporate offices are in the State of Texas.
Bidder:
JLB CONTRACTING , LLC
Company
P.O. BOX 2413 1
Address FORT WORTH , TX 76124
City State Zip
J ~t£5 ~ fl trv f C~
By: (Please print)
p cv:{ .s / 1:) ~ +-
Title (Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
SPECIAL PROVISIONS
FOR: H.M.A.C. SURFACE OVERLAY (2010-15)
ATV ARIOUS LOCATIONS
CITY PROEJCT NO: 01594
TPW PROJECT NO: C293-541200-207620159483
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 Pul verized Overlay (POL), the work consists
of the same removal and replacement items as described above , surface and 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.
The Contractor shall mobilize within ten (10) working days of the notice given by the Construction
Engineer for any locations. If the contractor fails to begin the work within ten (10) working 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 unusual conditions that may give
rise to later contingencies should be brought to the attention of the City prior to the submission of
the Proposal. The contractor shall verify these locations with the Construction Engineer.
For street locations , see list at the back of this document. At the sole discretion of the City, the
City reserves the right to add, delete or substitute streets in this contract. The City also reserves
the right to increase or decrease quantities of individual pay items within the contract provided
that the total contract amount remains within plus or minus (±) 25% of the contract award. The
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contractor is not entitled to any additional compensation or renegotiation of individual pay item
bid prices.
All short turnouts that intersect with a stre et 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 the se turnouts includes; but, is not limited to , milling, cleaning, tack co ati ng ,
overlaying and facility adjusting.
Total quantities giv e n in the bid proposal may not reflect actual quantities, but represent the best
estimate based on a reasonable effort of investigation; however, they are given for the purpose of
bidding on and awarding the contract.
2. AW ARD OF CONTRACT:
Contract will be awarded to the lowest responsible bidder.
3. SUBMITTALS FOR CONTRACT AW ARD:
The City reserves the right to require the 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,
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.
4. CONTRACT TIME:
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.
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The contract time will be counted from the date set at the pre-construction conference and will
continue until a time the inspector determines the project is ready for a final inspection. At that time
a final inspection will be scheduled. If in the opinion of the inspector the project has not been made
ready, the final inspection will be cancelled and time will continue to be counted . A five working
day period is required for the rescheduling of a final inspection.
The Contractor also agrees to complete the final punch list within ten (I 0) working days after
receiving it. If the Contractor fails to complete the work within ten (10) working days, the counting
of the number of days to complete the Contract will resume and liquidated damages shall be charged,
as outlined in Part l, 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 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, to 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 contracted time .
B. The Construction Engineer and the Director of the Transportation and Public
Works Department 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, in the City 's sole discretion , is required to be provid ed to
interested individuals will be distributed by the Construction Engineer.
D. Upon receipt of the contractor's response, the appropriate City departments and
directors will be notified. The Construction Engineer 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 projects 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 Transportation and Public
Works Department, 1000 Throckmorton Street, 2nd floor of the 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.
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
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intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract
as appropriate and as determined by the Director of the Transportation and Public Works Department.
9. MAINTENANCE STATEMENT:
The Contractor shall be responsible for defects in this project due to faulty materials and
workmanship, or both , for a period of two (2) years from date of final acceptance of this project by
the City of Fort Worth and will be required to replace at his expense any part or all of the project
which becomes defective due to these causes. See Special Instructions to Bidders Item No . 14 for
further requirements.
10. TRAFFIC CONTROL:
The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the
"Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for
providing traffic control during the construction of this project consistent with the provisions set forth
in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways"
issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways",
codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos. 27, 29, 30 and
31.
A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic
Engineer @817-392-8712 at least 10 working days prior to the preconstruction conference.
Although work will not begin until the traffic control plan 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 817-392-7738), 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 pennanent sign. If the temporary sign is not installed correctly or if it does not meet
the required specifications, the permanent sign shall be left in place until the temporary sign
requirements are met. When construction work is completed to the extent that the permanent sign
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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 (primarily arterials) during "peak traffic
periods (7 a .m . to 9 a.m . and to 4 p.m. to 6 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." See "Street By Street Quantity Determination Spread
Sheet", in the back of this document, for designated locations.
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.
11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION:
Prior to beginning construction on any street in this contract, the contractor shall, prepare and
deliver a notice/flyer of the pending construction to the front door of each residence or business
that will be impacted by construction.
The notice/flyer shall be posted three (3) working 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 Project number
o Expected dates of construction
o Contractors and project inspector's contact information
A sample notice/flyer is included in the contract documents . The Electronic version of the
notice/flyer can be obtained from the Office of the Transportation and Public Works Department
(817) 392-8902
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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) working 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) working day .
notification/flyer prior to beginning the construction activity.
In addition, all copies 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.
All work involved with the notice/flyer shall be considered subsidiary to the contract price and no
additional compensation shall be made.
12. PAYMENT:
Payment will be made to the contractor twice a month for work completed during the pay periods
ending on the 15th and the 30th day of each month. Checks (less 5% retainage) will be sent to the
contractor within the two (2) week window following each payment period.
Payment of the retainage will be made with the final payment 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:
Th e C ontractor shall prosecute his work in such a manner as to create a minimum of interrupti on to
traffic and pedestrian fa c ilities and to the flow of ve hicul ar and ped estrian 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 "Barri ers and
Warning and/or Detour Signs", Item 524, and/or as shown on the plans.
Construction signage and barricades shall conform to the latest edition of the "Texas Manual on
Uniform Traffic Control Devices, Vol. No. l ".
15. DISPOSAL OF SPOIL/FILL MATERIAL:
Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the
Department of Transportation and Public Works, 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. The 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 the
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 Transportation and Public Works, 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 REQUIREMENTS:
During the construction of this project, the Contractor sh a ll comply with present zonmg
requirem ents of the City of Fort Worth in the use of vac ant property for storage purpo se s .
17. PROPERTY ACCESS:
Access to adjacent property shall be maintained at all times unless otherwise di rected 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 onto the job site
nor will work begin until said schedule has been recei ved 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 estimating period. All costs
involved with producing and maintaining the project schedule shall be considered subsidiary to
this contract.
19. SAFETY RESTRICTIONS-WORK NEAR IDGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches , painted yellow with black letters,
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
derricks , power shovels, drilling rigs, pile drivers , hoisting equipment or similar apparatus.
The warning sign shall read as follows:
"WARNING --UNLAWFUL TO OPERA TE TillS EQUIPMENT WITmN SIX FEET OF
illGH VOLTAGE LINES."
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(2) Equipment that may be operated within ten feet of high voltage lines shall have an insulating
cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links
on the lift hood connections.
(3) When necessary to work within six feet of high voltage electric lines, notification shall be
given to 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 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 the 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 the Contractor involving transactions
relating to this contract. Contractor agrees that the City shall have access during normal working
hours to all necessary Contractor facilities and shall be provided adequate and appropriate
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 the 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 the 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 the City, its officers, servants or employees .
In the event the 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 the City satisfactory evidence that the claim has been settled and/or a release from the
claimant involved, or (b) provides the 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 approved,
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
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does 'not necessarily exclude alternative items or material or equipment which may accomplish the
intended purpose. However, the Contractor shall have the full responsibility of providing that the
proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be
the sole judge of the acceptability of substitutions. The provisions of the sub-section as related to
"substitutions" shall be applicable to all sections of these specifications.
23. WATER FOR CONSTRUCTION:
Water for construction will be furnished by the Contractor, at 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 written
permission from the property Owner. A copy of the written permit shall be provided to the
assigned inspector prior to utilization of the property.
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. And it shall be the contractor's responsibility to call DIG-
TESS prior to construction activities on any street.
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".
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28. CONSTRUCTION
29.
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 define d, as "permit required confined
spaces". Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT" used
by the Fort Worth Water Department (Field Operations Division) for each entry and posse ss 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.).
QUALITY CONTROL TESTING:
(a) The contractor shall furnish , at its own expense, certifications by a private laboratory for all
materials proposed to be used on the project, including a mix design for any asphalt and/or
Portland cement concrete to be used and gradation analysis for sand and crushed stone to be
used along with the name of the pit from which the material was taken. The contractor shall
provide manufacturer's certifications for all manufactured items to be used in the project and
will bear any expense related thereto.
(b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
days prior to the placing of concrete using the same aggregate, cement and mortar which are
to be used later in the concrete. The contractor shall provide a certified copy of the test
results to the City.
(c) Quality control testing of in situ material on this project will be performed by the City at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates
as determined by the City. The failure of the City to make any tests of materials shall in no
way relieve the contractor of its responsibility to furnish materials and equipment
conforming to the requirements of the contract.
(d) Not less than twenty four (24) hours notice shall be provided to the City by the contractor for
operations requiring testing. The contractor shall provide access and trench safety system (if
required) for the site to be tested and any work effort involved is deemed to be included in
the unit price for the item being tested.
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(e) The contractor shall provide a copy of the trip ticket for each lo ad of fill material delivered to
the job site. The ticket shall specify the name of the pit supplying the fill material.
NON-PAY ITEM NO: 1 -SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications It e m 200, "S prinkling 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:
The Contractor shall be responsible for the documentation of all street markings prior to the
removal and disposal of the pavement markings .
All traffic buttons shall be removed from the existing asphalt surface before resurfacing begins. The
contractor shall be responsible for the removal and disposal of all buttons and markings. 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 to control and direct traffic in the same way as they were prior to start of
construction. Any corrective action required on the temporary lane markings shall be the total
responsibility of the Contractor and at no extra cost to the City .
The contractor shall notify the Construction Engineer and T/PW Traffic Services 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 , water
valves and any other utility cover in each street of this contract before the resurfacing process
commences for a particular street. The method used to document locations shall be one in which the
covers can be found exactly the first time. Proof of documentation must be provided to the assigned
inspector prior to start of any overlay process.
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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 five (5) working days before resurfacing begins on the street. Marking
the curbs with paint may be allowed -if and only if a water base paint is used .
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 shall exposed and clean 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
SBC -Telephone
TXU Electric Delivery:
Downtown
Other than Downtown
Atmos Energy (Gas)
CFW -Street Light
CFW -Light Signal
CFW -Pavement Marking
CFW -Storm Drain
CFW-Water
CFW-Sewer
Telephone Number
817-338-6202
214-384-3732 Cell
817-215-6424
817-215-6688
817-215-4366
469-261-2314 Cell
817-392-7738
817-392-2538
817-392-2535
817-392-8107
817-392-5196
817-212-2699
817-925-2360 Cell
817-212-2699
817-944-8399 Cell
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Contact Person
Mr. Gary Tillory
Mr. Scott King
Mr. Robert Martinex
Mr. John Crane
Mr. James Turner
Mr. Frank Brock
Mr. Monte Wilson
Mr. Chuck Snyder
Mr. Juan Cadena
Mr. Roger Hauser
Mr. Rick Davis
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 from the
day of completing the 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.
The contractor shall be responsible for all materials, equipment and labor to perform a most accurate
job and all costs to the contractor shall be figured subsidiary to this contract.
NON-PAY ITEM NO: 4-PROTECTION OF TREES, PLANTS, SOIL, ETC.:
All property along and adjacent to the Contractor's operations including lawns, yards, irrigation
systems, 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
Urban Forestry Office at (817) 392-7933. All tree work shall be in compliance with pruning
standards for Class II Pruning as described by the National Arborist Association. A copy of these
standards can be provided by calling the above number. Any damage to public trees due to
negligence by the Contractor shall be assessed using the current formula for Shade Tree
Evaluation as defined by the International Society of Arboriculture. Payment for negligent
damage to public trees shall be made to the City of Fort Worth and may be withheld from funds
due to the Contractor by the City.
To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be
immediately sealed using a commercial pruning paint. This is the only instance when pruning
paint is recommended.
NON-PAY ITEM NO: 5 -PROJECT CLEAN-UP:
SP-16
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 excav ated . Exc e ss excavation will be
disposed of at locations a pproved 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 a s 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 a s needed . If, in the opinion of the Engineer it is necessary, clean up shall be done
on a daily basis . Clea n 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 the roadway and residents' property
If it has been determined 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)
w ill be reduced by 25%.
The Contractor shall make a final cleanup of each street as soon as the paving and curb and gutter
has been constructed. No more than five (5) working days shall elapse after completion of
construction before the roadway and right-of-way is cleaned and restored . Failure to do so will be
cause to stop the contractor from starting work on other streets. Project time will not be
suspended, and a $200 charge per day will be made as liquidation damages.
The Contractor shall make a final cleanup of all parts streets before acceptance of the project is
made . 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.
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.
SP-17
NON-PAY ITEM NO: 7 -STORM DRAIN INLET PROTECTION:
All pulverization and overlay streets with storm drain inlets shall use inlet protection for sediment
control, in accordance with the Standard Specifications for Public Works Construction-North
Central Texas.
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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 PA YING QUANTITY DETERMINATION SPREADSHEET" located at the end of
the contract documents.
On the spreadsheet, the solid waste weekly pick-up is listed as the day of the week; see "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; see
"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
Department 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.
SP-18
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.
NON-PAY ITEM NO: 9 -AGREEMENT OF QUANTITIES:
The streets will be measured and all quantities per street will be documented, a copy of the
measured quantities will be provided to the contractor . If the Contractor in agreement of the
measured quantities, then the Contractor is required to sign it and return it within five (5)
working days. If the Contractor is not in agreement, then the Contractor is required to, within
five (5) working days, arrange a field trip with the assigned inspector to show proof of the
difference.
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% inch 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.
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 Adjustments:
SP-19
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.
Contractor shall immediately cap the broken sprinkler system lines , and must notify the inspector
prior to replacements.
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 -Remove and Replace Concrete Curb & Gutter:
This item shall include the removal and replacement of all failed existing curb and gutter in sections,
as designated by the Construction Engineer with same day haul-off of the removed material to a
suitable dumpsite .
For specifications governing this item, see City Standard Specifications, Item No. 104 "Removing
Old Concrete", Item No. 502 "Concrete Curb and Gutter", and Drawing Nos. S-S2 through S-SSB.
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/or pavement prior to removal.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
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-inch out from the gutter lip. The street void shall be
SP-20
filled with H.M .A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Contractor shall backfill behind the curb within five (5) working days from the day of completing
the curb and gutter, if the contractor fails to complete the bac kfill within five (5) working days, a
$100 dollars liquidated damage will be assessed per block per day .
Required backfilling shall be at finish grade and shall be completed in order for the curb and gutter
to be accepted and measured as completed. Top soil as per specification Item No. 116 "Top Soil", if
needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading
shall be included in this pay item.
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: 4 -New Concrete Curb & Gutter:
This item shall include the construction of new standard concrete curb and gutter with same day
haul-off of the removed material to a suitable dumpsite.
For specifications governing this item see City Standard Specifications item No. 502 "Concrete Curb
and Gutter", and Drawing Nos. S-S2 through S-S5B. 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/or pavement prior to removal.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
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-inch out from the gutter lip. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities .
SP-21
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Contractor shall backfill behind the curb within five (5) working days from the day of completing
the curb and gutter, if the contractor fails to complete the backfill within five (5) working days, $100
dollars liquidated damage will be assessed per block per day.
Required backfilling shall be at finish grade and shall be completed in order for the curb and gutter
to be accepted and measured as completed. Top soil as per specification Item No. 116 "Top Soil", if
needed, shall be added and level.ed to finishing grade. Cost of back filling, top soil, and grading
shall be included in this pay item.
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: 5 ~ Remove and Replace 6-Inch Concrete Driveway:
This item shall include the removal and replacement of any type of existing concrete driveways, as
designated by the Construction Engineer, 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 these items see City Standard Specifications Item No. 104 "Removing
Old Concrete" and Drawing Nos. S-S5, and Item No. 504" Concrete Sidewalk and Driveways". Pay
limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications.
Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway
removal
Concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
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.
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
SP-22
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of the driveway. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled
with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item
Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense-Graded
Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities .
Contractor shall backfill around the driveway within five (5) working days from the day of pouring
the driveway; if the contractor fails to complete the backfill within five (5) working days, $100
dollars liquidated damage will be assessed per block per day.
Required backfilling shall be at finish grade and shall be completed in order for the driveway to be
accepted and measured as completed. Top soil as per specification Item No. 116 "Top Soil", if
needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading
shall be included in this pay item.
The unit price bid, per square feet, shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY-ITEM NO: 6 ~ New 6-Inch Concrete Driveway:
This item shall include the construction of new standard concrete driveways, as designated by the
Construction Engineer with same day haul-off of the removed material to a suitable dump site.
For specifications governing these item, see City Standard Specification Item No. 504" Concrete
Sidewalk and Driveways", Drawing Nos . S-S5, and Pay limits for concrete driveway are as shown in
Drawing No. S-S5 of the Standard Specifications .
Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway
removal
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
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 driveway. The pay limit will be 9-inch out from the gutter lip . The street void shall be filled
with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's
SP-23
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"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 .
Contractor shall backfill around the driveway within five (5) working days from the day of pouring
the driveway, if the contractor fails to compl ete the backfill within five (5) working days , $100
dollars liquidated damage will be assessed per block per day .
Required backfilling shall be at finish grade and shall be completed in order for the driveway to be
accepted and measured as completed. Top soil as per specification Item No. 116 "Top Soil", if
needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading
shall be included in this pay item.
The unit price bid, per square feet, shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work .
PAY-ITEM NO: 7-Remove and Replace 6-Inch Exposed Aggregate Concrete Driveway:
This item shall include the removal and replacement of any type of existing concrete driveways, as
designated by the Construction Engineer, 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 these items see City Standard Specifications Item No. 104 "Removing
Old Concrete" and Drawing Nos . S-S5, and Item No. 504" Concrete Sidewalk and Driveways". Pay
limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications.
Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway
removal
Concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days . Exposed concrete aggregate driveway surface shall be
seeded with pea gravel.
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.
SP-24
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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 .
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 driveway. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled
with H.M .A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item
Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense-Graded
Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Contractor shall backfill around the driveway within five (5) working days from the day of pouring
the driveway; if the contractor fails to complete the backfill within five (5) working days, $100
dollars liqµidated damage will be assessed per block per day.
Required backfilling shall be at finish grade and shall be completed in order for the driveway to be
accepted and measured as completed. Top soil as per specification Item No. 116 "Top Soil", if
needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading
shall be included in this pay item.
The unit price bid, per square feet, shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY-ITEM NO. 8 -Remove and Replace 4-Inch Concrete Sidewalk:
PAY-ITEM NO. 9 -Remove and Replace 4-lnch Exposed Aggregate Sidewalk:
Pay items No. 8 and No. 9, shall include the removal and replacement of any type of existing
concrete sidewalk, as designated by the Construction Engineer, 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 these items , see City Standard Specifications Item No. 104 "Removing
Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways".
SP-25
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All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days. The exposed concrete aggregate sidewalk surface shall be
seeded with pea gravel.
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.
Wash water shall be prevented 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.
Contractor shall backfill around the sidewalk within five (5) working days from the day of pouring
the sidewalk, if the contractor fails to complete the backfill within five (5) working days, $100
dollars liquidated damage will be assessed per block per day.
Required backfilling shall be at finish grade and shall be completed in order for the sidewalk to be
accepted and measured as completed. Top soil as per specification Item No. 116 "Top Soil", if
needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading
shall be included in this pay item.
The unit price bid, per square feet, shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY-ITEM NO: 10-New 4-Inch Concrete Sidewalk:
This item shall include the construction of new standard concrete sidewalk, as designated by the
Construction Engineer with same day haul-off of the excavated material to a suitable dumpsite.
For specifications governing this item, see City Standard Specification Item No . 504 "Concrete
Sidewalk and Driveways".
All concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per
square inch in seven (7) calendar days.
SP-26
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Contractor shall backfill around the sidewalk within five (5) working days from the day of pouring
the sidewalk, if the contractor fails to complete the backfill within five (5) working days, $100
dollars liquidated damage will be assessed per block per day.
Required backfilling shall be at finish grade, and shall be completed in order for the sidewalk to be
accepted and measured as completed . Top soil as per specification Item No. 116 "Top Soil", if
needed, shall be added and leveled to finishing grade . Cost of back filling , top soil, and grading
shall be included in this pay item.
The unit price bid per square feet shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the replacement work.
PAY-ITEM NO: 11-Remove Existing Wheelchair Ramp and Install Standard 4-Inch ADA
Wheelchair Ramp (with detectable warning Dome-Tile surface):
This item shall include removing the existing wheelchair ramp and installing Standard 4-inch ADA
wheelchair ramp that includes a detectable warning Dome-Tile surface at various locations as to be
determined in field by the Construction Engineer, 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 enclosed details for Wheelchair Ramp (with detectable
warning Dome-Tile surface, and City Standard. Specifications Item No . 104 "Removing Old
Concrete", and Item 504 "Concrete Sidewalk Driveways", except as herein modified.
All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
Contractor shall sawcut existing sidewalk, curb and gutter, and pavement prior to wheelchair ramp
removal.
The removal of existing curb and gutter as required for the replacement of existing wheelchair ramps
shall be included in PAY ITEM NO. 3 -Removal and Replacement of Concrete Curb & Gutter, as
determined by the Construction Engineer. Pay limits for laydown curb and gutter are as shown in the
Accessibility Ramp Pay Limits detail (STR-032). The pay limit will extend from 9-inches outside the
lip of gutter to the back of the curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay
item .
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Pay limits for "Standard Wheelchair Ramp" will start 15 inches back from the fac e of curb and
e ncompass th e remainder of the ramp and sidewalk.
Contractor shall furnish and install brick red color pre-cast detectable w arning Dome-Tile,
manufactured by StrongGo Industries or approved e qual by the construction Engine e r. Detectable
warning surface shall be a minimum of 24-inch in de pth in the direction of pedestri an travel , and
extend to a minimum of 48-inch along the curb ramp or landing where the ped es tri an access route
enters the street, and shall be located so that the edge nearest the curb line is a minimum of 6-inch
and a maximum of 8-inch from the extension of the face of curb . Detecta ble warning Dome-Tile
surface m aybe curved along the corner radius. The method of Dome-Tile installation shall be in
accordance with the manufactures instruction.
Cost of detectable warning Dome-Tile and installation , shall be included in this pay item .
Contractor shall prov ide a brick red colored Dome-Tile sample for appro v al 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 .
Includ ed, 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 wheelchair ramp. The pay limit will be 9-inch out from the gutter lip. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways , Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
Contractor shall backfill the wheelchair ramp within five (5) working days from the day of pouring
the wheelchair ramp, if the contractor fails to complete the backfill within five (5) working days,
$100 dollars liquidated damage will be assessed per block per day.
Required backfilling shall be at finish grade, and shall be completed in order for the wheelchair
ramp to be accepted and measured as completed . Top soil as per specification Item No. 116 "Top
Soil", if needed, shall be added and leveled to finishing grade . Cost of back filling , top soil , and
grading shall be included in this pay item.
The unit price bid, per square feet, as shown on the proposal, will be full compensation for materials,
labor, equipment, tools and incidentals necessary to complete the work .
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PAY-ITEM NO: 12 -New 4-Inches ADA Wheelchair Ramp: (with detectable warning Dome-
Tile surface):
This item shall include the construction of new Standard 4-inch ADA wheelchair ramp that includes
a detectable warning Dome-Tile surface at various locations as to be determined in field by the
Construction Engineer, due to a situation where curb and gutter is replac ed 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 enclosed details for Wheelchair Ramp (with detectable
warning Dome-Tile surface, and City Standard Specifications Item No. 104 "Removing Old
Concrete", and Item 504 "Concrete Sidewalk Driveways", except as herein modified.
All concrete shall be designed to achieve a minimum compre ss ive strength of 3,000 pounds per
square inch in seven (7) calendar days .
Contractor shall sawcut existing sidewalk, curb and gutter, and pavement prior to wheelchair ramp
removal.
The removal of existing curb and gutter as required for the construction of new wheelchair ramps
shall be included in PAY ITEM NO. 3 -Remove and Replace Concrete Curb & Gutter, as
determined by the Construction Engineer. Pay limits for laydown curb and gutter are as shown in the
Accessability Ramp Pay Limits detail (STR-032). The pay limit will extend from 9 inches outside the
lip of gutter to the back of the curb . Any asphalt tie-in shall be subsidiary to the curb and gutter pay
item.
Pay limits for "Standard Wheelchair Ramp" will start 15-inches back from the face of curb and
encompass the remainder of the ramp and sidewalk.
Contractor shall furnish and install brick red color pre-cast detectable warning Dome-Tile,
manufactured by StrongGo Industries or approved equal by the construction Engineer. Detectable
warning surface shall be a minimum of 24-inch in depth in the direction of pedestrian travel, and
extend to a minimum of 48-inch along the curb ramp or landing where the pedestrian access route
enters the street, and shall be located so that the edge nearest the curb line is a minimum of 6-inch
and a maximum of 8-inch from the extension of the face of curb. Detectable warning Dome-Tile
surface maybe curved along the corner radius. The method of Dome-Tile installation shall be in
accordance with the manufactures instruction .
Cost of detectable warning Dome-Tile and installation, shall be included in this pay item.
SP-29
.-
Contractor shall provide a brick red colored Dome-Tile sample for approval by the Engineer,
meeting the aforem entioned 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.
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 wheelchair ramp . The pay limit will be 9-inch out from the gutter lip. The street void shall be
filled with H .M .A .C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
The Contractor shall backfill behind the wheelchair ramps within five (5) working days from the
day of pouring the wheelchair ramp, if the contractor fails to complete the backfill within five (5)
working days, $100 dollars liquidated damage will be assessed per block per day.
Required backfilling shall be at finish grade, and shall be completed in order for the wheelchair
ramp to be accepted and measured as completed . Top soil as per specification Item No. 116 "Top
Soil", if needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and
grading shall be included in this pay item.
The unit price bid, per square feet, as shown on the proposal, will be full compensation for materials,
labor, equipment, tools and incidentals necessary to complete the work.
PAY ITEM NO: 13-Remove and Replace Existing Concrete Valley Gutter:
This item shall include the removal and replacement of existing valley gutters, at locations to be
determined in field by the Construction Engineer with same day haul-off of the removed material to a
suitable dumpsite.
Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley gutter
removal. Sawcutting and removal of asphalt pavement, concrete base, curb and gutter, and necessary
excavation to install the concrete valley gutters shall be included in this pay item.
For specifications governing this item, see City Standard Specifications, Item No. 106, "Unclassified
Street Excavation", Drawing No. S-S6 and detail enclosed, TxDOT's "Standard Specifications for
Construction and Maintenance of Highways, Streets, and Bridges" Item Nos . 247 "Flexible Base
SP-30
(referenced), 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), shall apply.
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.
Contractor may substitute 5-inch non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no
additional cost. All applicable provisions of Item No. 360 "Concrete Pavement" (enclosed) shall
apply. Surface texturing shall be made with a medium broom in lieu of carpet drag or metal
tinning.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
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 five (5) working days. If the contractor fails to
complete the work on each half within five (5) working days, a $100 dollars liquidated damage will
be assessed per each half of valley gutter per day.
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 valley gutter. The pay limit will be 9-inch out from the valley gutter. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
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 incidental~ necessary to complete the work.
PAY ITEM NO: 14 ~ New Concrete Valley Gutter:
This item shall include the construction of new concrete valley gutters, at locations to be determined
in field by the Construction Engineer with same day haul-off of the removed material to a suitable
dumpsite.
SP-31
-
Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley gutter
removal. Sawcutting and removal of asphalt pavement, concrete base, curb and gutter, and necessary
excavation to install the concrete valley gutters all shall be included in this pay item.
For specifications governing this item, see City Standard Specifications, Item No . I 06, "Unclassified
Street Excavation", Drawing No. S-S6 and detail enclosed, TxDOT's "Standard Specifications for
Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 247 "Flexible Base
(referenced), 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), shall apply.
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.
Contractor may substitute 5 inch non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no
additional cost. All applicable provisions of Item No. 360 "Concrete Pavement" ( enclosed) shall
apply. Surface texturing shall be made with a medium broom in lieu of carpet drag or metal
tinning.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days .
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 five ( 5) working days. If the contractor fails to
complete the work on each half within five (5) working days, $100 dollars liquidated damage will be
assessed per each half of valley gutter per day.
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 valley gutter. The pay limit will be 9-inch out from the valley gutter. The street void shall be
filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of
TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340
"Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities.
SP-32
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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. 15 -Remove and Replace 5-Ft Storm Drainage Inlet Top:
PAY ITEM NO. 16 -Remove and Replace 10-Ft Storm Drainage Inlet Top:
Pay items No. 15 and No. 16, shall include the removal and replacement of a 7-inch thick drainage
inlet top and 5~foot drainage inlet openings, at locations to be determined in field by the Construction
Engineer with same day haul-off of the removed material to a suitable dumpsite.
For specifications governing these items, see City Standard Specifications Item No. 450 "Adjusting
Manholes and Inlets", as shown in the Drawing S-S02 and as directed by the construction engineer.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
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: 17 -8-Inch Pavement Pulverization:
PAY-ITEM NO: 18-Cement Modification (26 lbs/sy):
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 the work.
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.
Pulverization shall be completed within ten ( 10) working days from the day of completing concrete
work ( curb and gutter, driveways, valley gutter, sidewalk) on any street. If the contractor fails to
complete the work within ten (10) working days, $100 dollars liquidated damage will be assessed per
block per day.
SP-33
Contractor shall pulverize the existing pavement to a depth of 8-inch. After pulverization is
completed, contractor shall temporarily remove and store the 8-inch deep pulverized material, then
cut the base 2-inch to provide place for the new 2-inch H.M.A.C. surface. The 2-inch base cut shall
start at a depth of 8-inch from the existing pulverized surface. After the undercut operation is
completed, the temporarily stored 8-inch deep pulverized material shall be returned to the excavation.
If the existing pavement has a combination of I 0-inches of H.M.A.C and crushed stone/gravel,
undercut will not be required. The contractor will pulverize the l 0-inches, and the 2-inch cut will be
taken from the I 0-inch pulverized material.
In case of high crown, the contractor shall pulverize the exiting crown and pavement. The
Construction Engineer will detennine the appropriate undercut depth to meet the City standard.
The maximum amount of existing asphalt concrete pavement in the mixture shall be at the discretion
of the Engineer.
After the above processes are perfonned, the contractor shall shape the pulverized material to the
appropriate line and grade.
Samples of the pulverized material will be tested for gradation as directed by the Engineer. Testing
will be at a minimum of one test per 300 linear feet per lane.
Within five (5) working days from the day of completing the pavement pulverization, Portland
cement shall be applied to the pulverized material at a rate of (26 pounds per square yards, 8-inch in
depth). If the Contractor fails to complete the work within five (5) working days, $100 dollars
liquidated damage will be assessed per block per day.
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.
Cement shall be applied only to such an area that all the operations can be continuous and completed,
in daylight, within six (6) hours of such application.
The contractor shall blade to grade and compact the pulverized cement treated 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.
SP-34
After the cement treated base has cured for forty eight ( 48) hours , provide machinery (minimum 12
ton steel wh ee l 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 as phalt cement surface overlay.
Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and
Maintenance of Highway s, Streets, and Bridges" Item No . 210 "Ro lling" (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 overlay the micro-cracked surface with 2 inch 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). The 2-inch H.M .A.C . surface will be paid under PAY-ITEM NO . 28 -2-lnch-Surface
Course-Type "D "Mix.
The Contractor shall complete micro-cracking, priming and overlaying the pulverized street within
Five (5) working days from the day of the cement treated base has cured and approved by the
Engineer. If the contractor fails to complete the work within five (5) working days, a $200 dollars
liquidated damage will be assessed per block per day .
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 2 inch
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 of pavement pulverization and per ton of cement modification,
shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to
complete the work.
PAY-ITEM NO: 19-Unclassified Street Excavations:
SP-35
This item will be used if additional excavation is needed that is not covered by PAY ITEM NO. 18 -
8-Inch Pavement Pulverization. Additional Excavation is the removal of the excessive crown and
base to bring the new base to proper grade and 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-inch HM.AC Type "D" surface course.
The void created by removing the existing brick base shall be filled to the proper grade, with PAY
ITEM NO. 23 -HMAC Level Up, before placing 2-inch HMAC Type "D" surface course .
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 a 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 .
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: 20-Crushed Limestone:
This item shall be used to repair the failed base material in areas exceeding 8-inch deep or as directed
by the Engineer. The material shall be graded crushed stone .
All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges", Item No. 247 "Flexible Base", shall govern this item .
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: 21 -Asphalt Pavement and Base Repair:
The contractor is to remove all existing deformed H.M .A.C. pavement and/or bad base material
that show 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
SP-36
other similar means, out of the existing pavement in square or rectangul ar 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 8
inch. 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: 22-HMAC Pavement 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), 31 O
"Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced), shall
govern work.
SP-37
/
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: 23 -Pavement Wedge Milling 2-lnch to 0-Inch Depth, 5.0 Ft.Wide:
1. Description
This item shall consist of milling the existing pavement from the lip of gutter at a depth of 2-
inch and transitioning to match the existing pavement (0-inch cut) at a minimum width of 5-
feet. The existing pavement to be milled will either be asphalt, concrete, or brick pavement. The
milled surface shall provide a uniform 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 . 20 -Unclassified Street Excavation and
replaced under PAY-ITEM NO. 23 -HMAC Level Up -Install, prior to placing H.M .A.C .
surface course . See PAY-ITEM NO. 20 -Unclassified Street Excavation, for further
description of work.
The wedge milling shall be completed within ten (I 0) working days from day of completing
concrete work ( curb and gutter, driveways, valley gutter, sidewalk) on any street. If the
contractor fails to complete the wedge milling within ten (10) working days, $100 dollars
liquidated damage will be assessed per block per day.
The wedge milling operations shall be performed in a continuous manner along both sides of
the street.
Contractor shall complete overlaying the milled street within five (5) working days from the
day of completing the wedge milling on any street. If the Contractor fail to complete the overlay
within five (5) working days , then the wedge milling operations of new streets will be shut
down, and liquidated damage of $200 per day per street will be assessed until all wedge milled
SP-38
streets are overlayed . Once the overlay begins on a street, it shall continue uninterrupted until
completed .
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 pennitted 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 unifonnly 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 milling, including milled material
haul-off to City yards, tools, labor, equipment and incidentals necessary to complete the required
work.
PAY ITEM NO: 24 ~ 2-Inch Surface Milling:
This pay items shall consist of milling the existing pavement at a depth of 2-inch. All applicable
provisions of PAY ITEM NO. 24 ~ 2-Inch to 0-Inch Wedge Milling Depth, 5-Ft Wide 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. 20 -Unclassified Street Excavation and replaced under PAY
ITEM NO. 23 -HMAC Level Up, prior to placing H.M.A.C. surface course. See PAY ITEM NO.
20 -Unclassified Street Excavation, for further description of work.
SP-39
The surface milling shall be completed within ten (10) working days from the day of completing
concrete work ( curb and gutter, driveways, valley gutter, sidewalk) on any street. If the contractor
fails to complete the surface milling within ten (10) working days , $100 dollars liquidated damage
will be assessed per block per day.
The surface milling operations shall be perfonned in a continuous manner for the entire block. After
completion of the surface milling, Contractor shall complete overlaying the milled street within five
(5) working days from the day of completing the surface milling on any street. If the Contractor fails
to complete the overlay within five (5) working days, then the milling operations of new streets will
be shut down, and liquidated damage of $200 per day per street will be assessed until all milled
streets are overlaid. Once the overlay begins on a street, it shall continue uninterrupted until
completed.
The unit price bid, per square yard, shall be full compensation for all milling, including milled
material haul-off to City Yards, tools, labor, equipment and incidentals necessary to complete the
work.
PAY-ITEM NO: 25 ~ 2-Inch HMAC Surface Course Type "D" Mix:
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 of pay items No. 29 & 30.
The following amendments to the above TxDOT's specifications shall govern, take precedence
and shall include:
Item No. 340 "Dense--Graded Hot-Mix Asphalt (Method)" (referenced):
• Under Item 340.2, Materials, A. Aggregates:
The surface aggregate classification (SAC) shall be Class B.
The Contractor shall perform the Los Angeles abrasion, magnesium sulfate soundness,
Micro-Deval and all other aggregate quality tests listed in Table 1.
2. RAP will not be allowed, for use, in surface course Type "D" mix.
SP-40
• 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 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 for determination of asphalt content, aggregate gradation, and
maximum theoretical specific gravity as determined by the Engineer.
For each hot mix asphalt surface course placed, nuclear gauge in-place density testing
will be performed at each 300-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 an AASHTO accredited laboratory, for the materials to be used in the
project. Using the typical weight design example in Tex-204-F, Part I, the mixture
design shall meet the requirements contained in Tables 1 through Table 5 of Item 340.
The Indirect Tensile-Dry (Tex-226-F) and the Hamburg Wheel-tracking (Tex-242-F)
tests shall be waived .
The mixture design report must be certified and signed by a Level II Specialist and
submitted on TxDOT's software forms.
The Engineer may verify the mixture design at optimum asphalt content.
SP-41
• 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:
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 rsquare yard, for
"Dense-Graded Hot Mix Asphalt (Method)".
PAY-ITEM NO: 26 -Butt Joint Milling:
Description:
This item requires the contractor to mill "butt joints" into the existing surface, in association with the
wedge milling operation (PAY ITEM NO. 24) 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. 24 -2-
Inch to 0-Inch Pavement Wedge Milling Depth 5-Ft Wide -Install. The configuration of the butt
joints is described in more detail below . General details of butt joint locations -along with wedge
milling in general -are shown in plan form at the back of this document.
Construction Details:
Prior to the milling of the butt joints, the contractor shall consult with the construction Engineer for
proper location of these joints and verify that the selected limits of the projects street are correct.
SP-42
The general locations for butt joints are at all beginning and ending points of streets li sted in the
project and as more graphically detailed at the back of this specification bo ok . 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 ac ross the full width of the street section to a tapered depth
of 2 inch. This milled area shall be tapered within the 20-feet to a depth from 0-nch to 2-inch 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 milled material
haul-off to City yards, tools, labor, equipment and incidentals necessary to complete the required
work.
PAY ITEM NO: 27 -Crack Sealing of Existing Pavement:
After completion of wedge milling of those streets designated as Mill Overlay (MOL) on the street
list in the back of this contract document book, the Contractor shall seal existing cracks '/.i inch 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.
SP-43
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 NO: 28 -Remove and Replace 30-Ft HMAC Speed Cushion w/stripping:
PAY ITEM NO: 29-Remove and Replace 40-Ft HMAC Speed Cushion w/stripping:
Pay items No. 28 and No 29, shall include the removal of existing Speed Cushions, and installing
new standard H.M.A.C Speed Cushions according to the plan and profile as shown on the detail
sheet. All excavated material shall be hauled off site the same day as excavated , to a suitable
dumpsite.
Contractor shall complete the installation of the speed cushion within ten (10) working days from
the day of completing the overlay on any street, if the contractor fails to install the speed cushion
within ten ( 10) working days, $100 dollars liquidated damage will be assessed per each speed
cushion per day.
Contractor shall notify the Construction Engineer 72 hours prior to installing any speed cushions.
Contractor shall install speed cushion's 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 :
I. 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 inch wide 40-lb paper shall be used to keep curb & gutter clean.
2 . Pavement Markings:
SP-44
Raised Pavement Marking: 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-inch and be installed with epoxy; bituminous adhesive is not approved.
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 Marking: All materials used under this agreement shall be pre-approved
prior to awarding of the bid. Materials used shall meet TXDOT specifications Item 666 Type
II. The approved materials must be used throughout the duration of the bid. In the event that
substitute materials need to be used, they must be equal to or exceed the quality of those
currently in use, and be approved by Construction Engineer.
All material must be equal to or exceed the following:
Pre Mark brand Hot Tape which is manufactured by Stimsonite.
Stamark A420, which is manufactured by 3M.
Stamark A380, which is manufactured by 3M.
All applications shall be in strict compliance with all manufacturer recommendations.
Surface Preparation and Application of Pavement Markings
Roadway surface shall be clean, dry and free from dirt, grease, and other forms of
contamination. All surfaces must be air blasted prior to application of paint. Surface
preparation and application shall be in strict compliance with manufacturer recommendations.
Equipment and methods used for surface preparation shall not damage the pavement or present
a hazard to motorists.
Installation of Pavement Markings: Contractor's personnel shall be knowledgeable and
sufficiently skilled in the installation of raised pavement markings and preformed pavement
markings.
SP-45
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.
Traffic Control of Pavement Marking: 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, tlaggers, 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 inch wide 40-Jb 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.
PAY ITEM NO: 30 -Water Valve Box Adjustment with Steel Riser:
This item shall include adjusting the tops of existing water valve with steel riser manufactured by
American Highway Products or approved equal by the construction engineer to match proposed
grade, steel water valve riser shall be placed at the time of paving.
Specifications and details of steel water valve riser (included at the end of this document), and
Standard Specification Item No. 450 "Adjusting Manholes, shall apply except as herein modified.
Contractor will be responsible for adjusting water valve boxes to match new pavement grade, the
water valves themselves wi'II be adjusted by City of Fort Worth Water Department forces.
SP-46
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. Failure of the contractor to perform this inventory will place the
total burden of replacement of any broken valve box on the contractor.
The unit price bid, per each, will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO: 31 -Water Valve Box Adjustment with Concrete Collar:
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.
The concrete collar will be used only in case of steel ring riser CAN NOT be used as determined 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.
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) calendar days.
Contractor shall completed the adjustment of the Water Meter Boxes within five (5) working days
from the day of completing the HMAC overlay on any street, and street shall be open to traffic within
ten (10) working days. If the contractor fails to complete the adjustments within five (5) working
days, $100 dollars liquidated damage will be assessed per each water valve box per day.
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing
Valves. The Engineer will field verify this inventory and provide the Contractor replacements for
broken valve covers. The contractor shall replace the valve covers which are damaged during
construction at no cost to the City. Failure of the contractor to perform this inventory will place the
total burden of replacement of any broken frame and cover on the contractor.
The unit price bid, per each, will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
SP-47
PAY ITEM NO: 32-Water Meter Box Adjustment:
This item only applies when the adjacent curb and gutter has been removed and replaced and has
been authorized by the assigned inspector. The adjustment shall include raising or lowering the
existing water meter box to the proper grade.
The unit price bid, per each, will be full compensation for all labor, materials , equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO: 33 -Manhole Adjustment with Steel Riser:
This item shall include adjusting the tops of existing manhole with steel riser manufactured by
American Highway Products or approved equal by the construction engineer to match proposed
grade, the steel manhole riser shall be placed at the time of paving .
Specifications and details of steel manhole riser (included at the end of this document), and Standard
Specification Item No. 450 "Adjusting Manholes, shall apply except as herein modified.
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 . Failure of the contractor to perform this inventory will place the
total burden of replacement of any broken frame and cover on the contractor.
Should the contractor identify any utility manholes other than those owned by the City of Fort
Worth, TX, the contactor is encouraged to contact the owner and arrange the adjustment of the
manhole cover. Payment for the work will be made by the individual Franchise Utility Company.
The contractor is not entitled to any additional compensation or renegotiation with the City
associated with the construction of this work .
The unit price bid, per each, will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO: 34 -Manhole Adjustment with Concrete Collar:
SP-48
This item shall include adjusting the tops of existing manhole with concrete collar to match proposed
grade as shown on the detail at the back of this document or as directed by the Engineer.
The concrete collar will be used only in case of steel rig riser CAN NOT be used as determined 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 3,000 pounds per
square inch in seven (7) calendar days.
Contractor shall completed the adjustment of the Manholes within five (5) working days from the
day of completing the HMAC overlay on any street, and street shall be open to traffic within ten ( 10)
working days. If the contractor fails to complete the adjustments within five (5) working days, $100
dollars liquidated damage will be assessed per each water valve box per day.
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing
manholes. The Engineer will field verify this inventory and provide the Contractor replacements for
broken manhole covers. The contractor shall replace the manhole covers which are damaged during
construction at no cost to the City. Failure of the contractor to perform this inventory will place the
total burden of replacement of any broken frame and cover on the contractor.
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.
Should the contractor identify any utility manholes other than those owned by the City of Fort
Worth, TX, the contactor is encouraged to contact the owner and arrange the adjustment of the
manhole cover. Payment for the work will be made by the individual Franchise Utility Company.
The contractor is not entitled to any additional compensation or renegotiation with the City
associated with the construction of this work.
The unit price bid, per each, will be full compensation for all labor, materials, equipment, tools, and
incidentals necessary to complete the work.
PAY ITEM NO: 35 -Painting House Curb Address:
SP-49
This item shall include painting of house addresses on curb or driveway radiuses that are removed
and replaced in this contract.
Contractor shall complete the painting of house curb addresses within ten (I 0) working days from
the day of completing the HMAC overlay on any street, if the contractor fails to complete the work
within ten (I 0) working days, $100 dollars liquidated damage will be assessed per block per day .
• All materials shall be of recent product, and suitable for its intended purpose.
• Surface preparation and application shall be in strict compliance with manufacturer 's
recommendations.
• The paint shall NOT be applied; if the new concrete curb has aged less than a minimum of 28
days, and if weather condition may harm or damage the finish surface.
• The background paint shall be equal to or exceed #5160 White Latex Striping paint
manufactured by Kwal Paint or approved equal.
• The letters paint shall be equal to or exceed #6306 Black Latex Exterior paint manufactured by
K wal Paint or approved equal.
• The minimum size for the background shall be 6" high x 16" long, and the minimum size for the
letters shall be 4" high.
The unit price bid, per each, will be full compensation for all labor, material , tools, and incidentals
necessary to complete the work.
PAY ITEM NO: 36 -Grass Sod Replacement:
This pay item shall consist of the replacements of a like grass sod that was removed under this
contract due to the removal and replacement of driveways, wheelchair ramps , and curb and gutters as
determined by the Engineer. All materials shall be of recent production, and suitable for their
intended purpose.
Contractor shall complete the replacement of the sod within ten ( I 0) working days from the day of
completing the HMAC overlay on any street, if the contractor fails to replace the sod within ten (10)
working days, $100 dollars liquidated damage will be assessed per block per day .
Sod Products Specifications:
SP-50
• Sod shall consist of live and growing gras s .
• Grass shall have a healthy, v irile root system of de nse, thickly matted roots throughout and
approximately one-( 1) inch minimum thickness of native soil attached to the roots .
• Sod will be free from obnoxious weeds or other grasses and be free from any deleterious matter
that might hinder the growth of the grass .
• Sod material must be kept moist from the time it is dug until planted.
Sod Installation Specifications:
• The area to be sodded shall be determined by the City.
• The sodded area shall be smoothed down.
• The sodded area shall be thoroughly watered immediately after it is planted.
The unit price bid, per square yard, will be full compensation for all labor, material, tools , and
incidentals necessary to complete the work.
PAY-ITEM NO: 37 -Re-Mobilizations:
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.
END OF SECTION
SP-51
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. Oescrfptlon. Construct Portland cement concrete pavement with or without
curbs on the concrete pavement
300.2. Materlals.
A. Portland Cement Concrete. Provide Portland cement concrete to meet a mfnfmum
compressive strength of 3,000 psJ at 28 days; unless shown otherwise In the contract
do.cu men ts.
Use Class A concrete for curbs that are placed separately from the pavement.
Provide concrete that Is workable and cohesive, possesses satisfactory ffnlshl ng
qualities, and conforms to the mix design and mfx design slump. '
e. Reinforcing Steel. Provide Grade 60 deformed steel for bar reinforcement Provide
approved positioning and supporting devices (baskets and chairs) capable of
securing and holdfng the reinforcing steel fn proper position before and durfng
p·avlng. Provfde corrosion protection when shown o n, the plans. ·
1, Dowels. Provide Grade 60 smooth, straight dowels of the size shown OIJ the
plans, free of burrs or deformaUons. Coat dowels with a Uiln film of grease or
otf1er approved de-bondfng material. Provfd, dowel caps, on U,e fubrfcated .end of
each dowel bar used In an expansfon joint Provide dowel caps tiffed with a soft
compre~lble material with eno1;1gh range of movement to' allow complete ciosura
of the expansion Joint. · .
2. Tie Bars. Provide straight defo~med steel tie bars. Provide either ·multlple-pf ece
Ue bars or slngl&:pleca tie bars as shown on the plans; Provl~a mu{tfple-plece Ua
bars composed of 2 places of deformed refnforcfng steel With a coupllng capable
of developlng a mlnlrf1um tensile strength of 125% of the design yferd strength of
the deformed steel when tenslre-tested llT the assembled conffguratl9n. Provide a
minimum length of 33 diameters of the deformed steel In each pf ace,
c. Curing Materials. Provide Type 2 membrane curing compound conforming to
DMs-4850, ·Portland Cement Concrete Curing Materials and Evaporation
Retardants.•
o. Epoxy. Provide Type Ill epoxy in accordance with DMS-6100, ·Epoxies and
Adhesives,• for installfng all drilled-in reinforcing steef.
e. Evaporation Retardant Provide evaporation retardant conforming to DMS-4650,
"Portland Cement Concrete Curing Materials and Evaporation Retardants.•
F. Joint Sealants and Filler,. Provide Class 5 or Class a joint-sealant materials and
filler, unless otherw ise shown on the plans or approved and other searant materials
of the size, shape, and type shown on the plans in accordance with DMS-6310,
"Joint Sealants and Filrers." .
JOO .l . Equ i pment. F•j rn i sh ar.d rra .nta in 1 11 eq ~i pment in g oad ·.vcrk i ng cond iti on . Usa
rreasuring, rr ixing, ar.d delivery equ i pment corfarming to the re1u i rerrenfj of /!em 421,
'?tJrtland Ce ment C oncr'.:!ta." Obtain J pprovll far other e1u iprrient u sed .
C_ ?-\
A. Placing, Consolldatfng, and Finfshlng 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 on slip-forming equipment Provide approved mechanlcally operated
finish! ng floats capable of producing a uniformly smooth pavement surface. Provfda
equipment capable of providing a fine, lfght water fog mist
Provfde mechanlcally operated vibratory equipment capable of adequately
consolfdatfng the concrete. Provfde immersion vibrators on the paving equipment at
sufficiently close Intervals to provide uniform vibration and consolfdatfon of the
concrete over the entf ra width and depth of the pavement and In accordance with the
manufacturer's recommendations. Provide Immersion vibrator units that operate at a
frequency In air of at least 8,000 cycles P4'f minute. Provfde enough hand-operated
immersion vibrators.for tfmely and proper consolidatfon of the concrete alo~g fo~s.
at Joints and In areas not covered by other vibratory equipment Surface vibrators
may be used to supplement equipment-mounted Immersion vibrators. Provfde
tachometers to verity 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 Fonns. Provide metal or wood side fonns of sufficient cros•secUon,
strength, and rigidity to support the paving equipment and resist the Impact a.nd
vibration of the operation without vfsfbfe springing or setUemenl Use fonns .that
are free from detrlmental kinks, bends, or warps that could affect rfde quality or
allgnment. Provide flexible or curved metal or wood forms for curves qf 100-ft
radius or less. · ·
2. Curb Forms. Provide curb fonns for separately placed curbs that are not
slfpformed that confonn to the requirements of Item 529, •concrete Curb, Gutter,
and Combfned Curb and Gutter.•
c. Relnforcfng Steel Inserting Equf pment. Provide Inserting equipment that
accurately Inserts and positfons reinforcing steel fn the plastfc concrete parallel to the
proflfe grade and horizontal allgnment Jn accordance to plan details. ·
D. Texturing Equipment.
1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable
support system. Provfde a sfngle piece of carpet of sufficient b'ansverse length to
span the full width of the pavement being placed and adjustable so that a
sufffclent longitudlnaf length of carpet is in contact with the concrete being placed
to produce the desired texture. Obtaf n approval to vary the length and width of
the carpet to accommodate speciffc applfcatfons. Use an artiffclal gras•type
carpet having a molded potyethylene pile face with a blade length of 5/8 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 devfca
equi pped 'N i th 4-in . to 8-in . steel tines and with cross-section approximately
1/32 in. thick by 1112 i n. w ide. spaced 3t t in ., i:en ter -to-cgnter. Hand-operated
Ln ir'J C?qu ipment th.1t produces ln equ i valent !~xture may be used only on small
o r irr~gulJrly sh1ped areH er, wr.en perm :tted, in errergencies due to equipment
breakdo'Nn .
E. Curing Equf pment. 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 applfcatlon of ·
membrane curing compound cannot be accompllshed immedlatefy after texturing
and after free moisture has disappeared. Hand-operated pressurized spraying ·
equf pment with atomizing nozzles may only be used on sman or Irregular areas or,
when permitted, In emergencies due to equipment breakdown .
F. Sawing Equfpment. Provfde power-driven concrete saws to saw the Joints shown on
the plans. Provide standby power-driven concrete saws during concrete sawing
operations. Provide adequate ilfumlnatfon for nighttime sawing.
G. Grinding Equipment. When required, provfde self-propelled powered grinding
equipment that Is speciflcalfy designed to smooth and texture concrete pavement
using circular dlamond blades. Provfde equipment wfth automatic grade control
capable of grfndfng at least a 3-ft. width longitudlnally In each pass without damaging
the concrete.
300.4. Construction. Obtain approval for adjustments to plan grad•ffne to marntaln
thickness over ml nor subgrade or base hfgh spots whif e mafntafnl ng clearances and
drainage. Malntafn subgrade or base In a smooth, clean, compacted condition In .
conformity.with the required section and estabRshed grade unUI the pavement concrete
Is · placed. Keep subgrade or base damp with water sufflcfently In advance of placlng
pavement concrete. Adequatery Ught the active work areas for all nighttime operations, If
required. ·
A. Reinforcing Steel and Joint Assemblles. Accurately place and secure In 'position
all reinforcing steel as shown on the plans. Place dowels at mid-depth of the
pavement slab, paraffel to the surface. Place dowels for transverse contraction Joints
parallel to the pavement edg~1 Tolerances for location and affgnment of dowels will
be shown on the plans. Stagger the longitudfnal reinforcement spffce~ to avol~
having more than 1/3 of the splices withfn a 2-lt. longitudinal length of each l~ne of
the pavement Use multfple-plece tf e bar1 or drill and epoxy grout tfe bars at
longftudfnal construction Joints.
1. Manual Placement. Secure reinforcing bars at alternate intersections with wire
tfes or rocking support chairs. Tie all splices with wire.
2. . Mechanfcal Placement. ff mechanical pla'cament of reinforcement results fn
steel mlsalfgnment or Improper location, poor concrete consolfdatfon, or other
inadequacies, complete the wane using manual methods.
8. Joint,. Install Joints as shown on the plans. Clean and seal Joints in accordance with
Item 438, ·creanlng and Sealing Joints and Cracks (Rigid Pavement and Bridge
Decks).• Repair excessive spalllng of the Joint saw groove using an approved
method before installing the sealant. Seal all Joints before opening the pavement to
a/I traffic. W'hen 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. 1/fl".,,H, tr'3 p 1Jn s r eq ui re .Jn Jssembly o f part,
.1t pavement joints, i:orrp let9 and p'ace rr., asserrbly at tra requ ired location and
elevation w ith JII parts rg id:y secured in tl"'3 r~q ui r~d pos ition Accurately notch
;oint mJteria l s for the re i nfori:irg steel .
r
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 th ickness, 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 reinforcfng steel Irita the plastfc
concrete pavement as shown on the plans unless otherwise approved. Form or
saw the weakened plane joint across the full wfdth of concrete pavement and
through the monofithfc curbs.
C. Placlng ahd Removing Fonns. Use clean and oiled forms. Secure forms on ~ base
or ffrm subgrade that fs accurately graded and that provides stable support without
deflection and movement by form riding equfpment. Pin every form at least at the
mfddle and near each end. TightJy join and key form sectJons together. to prevent
relative displacement
Set side forms far enough In advance of concrete placement to permit Inspection.
Check conformity of the grade, affgnment. and stability of forms fmmedlately 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 requfrements
for the completed pavement will be met Step pavfng operations if forms settle or
deflect more than 1/8 In. under finishing operations. Reset forms to Rna and grade,
and refinish the concrete surface to ·correct grade.
Avoid damag~ to the edge of the pavement when removing ·rorms. Repair damage
resultlng from form removal and honeycombed areas wfth a mortar mix within 2-4 hr.
after form removal unless otherwise approved. crean joint face and repair
honeycombed or damaged areas wlthfn 24 hr. after a bulkhead for a transverse
construction joint has been removed unless otherwfse approved. VVh~n forms are
removed before 72 hr. after concrete ·pracement, 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 pennitted if the subbase fs trenched or th4' full width and rength of the fonn base ·
Is supported with a ff rm material to produce the required pavement thfckoess!
Promptly repair the form trench after use. Use ffexibfe or curved wood or metaf forms
for curves of 100-ft. radius or fess.
o. Concrete Delfvery. Clean delfvery equipment as necessary to prevent accumulatfon
of ord concrete before loadlng fresh concrete. Use agitated delfvery equipment for
concrete desrgned to h~ve a slump of more than 5 rn. Segregated concrete rs subject
to reJectfon. Place agitated concrete within 60 ·min. after batching. Pr ace non-aglt~ted
concrete within 45 min. after batching. In hot weather or under conditions causfng
quick setting of the concrete, times may be reduced by the Engineer. Time limitations
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. Pf ace the concrete as near
as possibfe to its final location, and minimize segregation and rehandllng. Where .
hand spreading is necessary, distribute concrete using shovels. Do not use rakes or
•,ibrator, to distribut8 concrete .
1. P3vtment. Cor.solidata all concre te by approved rrech ,:rnic.Jf vibr ators l'.lperJted
on tr.'3 front of th'! pav ing eq ui pment. Use immers ion -type v,bntors that
simu ltaneous ly conso lidate tra full width of the placerrent when mach ir.e
fi n ishin 'J . Keep vibrat ors from j islodg irg re inforcement. Use hand -oi:erated
" 0 f I
1
'. .. .
... ·.··
vibrators to consolidate concrete in areas not accessible to the machine-mounted
vibrators. Do not operate machine-mounted vibrators while the paving equipment
is stationary. ·
2. Temp.aratura Restrictions. Place concrete that is between 4o•F and ss·F at the
tima of discharge, except that concrete may be used if it was already In transit
when the temperature was round to exceed the allowable maximum. Take
immedf ata corrective action or cease concrete production when the concrete
temperature exceeds 95•F .
Do not place concrete when the ambfent temperature fn the shade Is below 40·F
and falling unless approved. Concrete may be placed when the ambient
temperature in the shade fs above 35•F and rising or above 40•F. 'h11en
temperatures warrant protection against freezing, protect the pavement with an
approved fnsulatrng materfal capable of protecting the concrete for the speci"ed
curing perfod. Submit for approval proposed measures to protect the concrete·
from anticipated freezfng weather for the ffrst 72 hr. after placement Repair pr
replace all concrete damaged by freezing.
F. Spreading and Finishing. FTnlsh all concrete pavement with approved self.
propelfed equipment Use power-drfVen spreaders, power-drfven vibrators, power-
driven strike-off, and screed, or-approved alter,,ate equfpment Use the transverse
finishing ~ulpment to compact and sbika off the concrete to the required section,
and grade without surface vofds. Use float equipment for ffnal ffnlshfng. Use concrete
w,th a consistency that allows completion of all ffnlshfng operations without. addl.tfon
of water to the surface. Use the minimal amount of water fog mist necessary to
maintain a moist surface. Reduce fogging ff float or straightedge operations result In
excess slurry.
1. Ff nlshed Surface. Perfonn sufficient checks with long-handled 10-ft. and ·1 S-tt.
straightedges on the plaaUc concrete to ensure that the ffnal surface fs'w.ffl11n the
tolerances speciffed fn the contract documents. Check with the strafght~g~
. · parallel to the centerline. ·
2. Maintenance of Surface Moisture. Prevent surface drying of the pav~~ent ·
before appllcatlon of the curing system. Accomplfsh this by fog applfcaQo~ _of
evaporation retardant on the pavement surface. Apply evaporation retardant at .
the rate recommended by the manufacturer. Reappfy the evaporation retardant
as needed to maintain the concrete surface fn a moist condition until cuting
system Is appffed. Do not use evaporation retardant as a finishing aid. · . . ..
3. Surface Texturing~ Perform surface texturing using a comblnatfon of a carpet
drag and metal tining, if required by the contract documents. Complete final
texturing before the concrete has att~lned its lnitfaf set Draw the carpet drag
rongitudinaffy 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
J/18 in. deep, with a minimum depth of 1 /8 In., and approximately 1/12 in . wide.
Do not overfap a previously tined area. Use manual methods for achieving similar
results on ramps and other irregular sections of pavements. Repair damage to
t he edge of the slab and Jo ints immediately after texturing. Do not tiMJ pavement
that ..viii b'! overra id .
4. Small or lrreguru Placements. '1Jh'!r9 mach ir.e placements and finishing of
,:ancret9 pavement ar'! rot prJct:cal, use rand ~quiprr.ent ar.d procedures that
produce 1 cor.solidated Jnd finished p1v,ment section to tha lina and grade.
-
5. Emergency Procedures. Use hand-operated equipment for app1'fing faxtun,,
evaporation retardan~ and CtJre in the event of equipment breakdown.
a. Curf ng. Keep the concrete pavement surface from drying by water fogging until the
curing material has been applied. Malntaln and promptly repafr damage to airfng
materfals on exposed surfaces of conaeta pavement contfnuously for at feast 3
curing days. A curing day is deffned as • 2-4-hr. period wha" either the temperature
taken In the shade away rrom artitlclaJ heat rs above so·F for at least 19 hr. or when
the surface temperature of Ula conauflt ls maintained above -w·F for 24 hr. Curing
begins when ft\e conaata curfr,g sysfem haa been applled. Stop concrete pavfng if
curing compound rs not being eppUad promplfy and maintained adequately. Othar
methods of curing in eceordance with Item 420, -concrete Struc:lura. • may ba used
· when specifled or approvad.
1. Membran• Curing. Altar tutu~ and Immedlatary after the he aurfaca
morsfurw has disappeared, epray tt,e conerata IUl'face unlfonnly with 2 coats of
mernbnlna curing compound at an indlvfdual apptfcatfon rate of not more than
180 sq. ft. per gallon. Apply Iha 1ht coat within 10 min. after complelfng tm1wfng
opondfon8. Apply the second coat wftfin 30 min. aftllr completlng taxturfng
oparatrone.
Before and durtng appllcatton. maintain cumg compounds rn • unlfonnly agitated
condJtfon. he of settlement. 0a not thin or dllut8 the curing compound.
W... the coallng ahowa discontlnullf• or oth« defed8 or If rain falla on the
newly coated surfam before the 11m hae dried enough to .....i.t darnag .. apply ·
addftlanal compound at Iha same rate of OOVW1lg8 to cornact th• damaga. Enaun. ·
that the curing compound toata ft. aldee rA lhe tlnfng gl"OOYM.
H. Sawing Jofnta. Saw Jofntl to the depth 8"own an tfle ptan• •• aoan •• MWfna can
be accompllhed without damage fD u. pavement regandesa of ame of day or
weather condlllona. Some minor raveDng of the sn, cut fa accepbabla U. • chalc
line, 1trfng Ille, 1awfng tamplate. ar other approved method to pruvfde a true Joint
elgnment. Provide enough saws to match the paving produdfon rata to enua
sawing complalan at the e.a.t poseible time to awld U1CDnfn>Uad cnacldng.
Reduce paving production 'if necessary to ensure timely eawfng of jolntl. Promptly
restore membrane QJn, damaged within the ht 72 hr. of curfng.
1. Profacdon of Pavement and Opening to Traffic. Tes11ng for early open.,g Is lhe
responsibllty of the Contractor reganflea of JotMx>ntrd festfng respons,bifftfes
unJN• oefterwfsa shown In the plana or dfredlld. T atfng ra•ult fnfarpratatfon for
openfng to traffic II subfec:t to the approval of die Engineer.
1. Prafactfon of Pavement. Eract and maintain barrfaldn and cth« standard and
appn>Wd devices that wil exclud• iiU vehides and equrpment from the newly·
ptacad pavement far th• perloda 1P9ciffed. Beto,. opening ro trafflo. prated the
pavwnant ft'om damagt due to croselnge using approved methodL Maintain an
adequate supply of sheeting or other material to oove, and protect rresh conaete
. eurflc::9 from weathar damage. Apply a• needed ta protect the pavement surface
ltom weather. ·
2. Openrna Pavement ta Traffle. Bef'ore opanfng to traffic. dean pavement, place
stable mafarfal agalnst tt11 pavement edges. wal jointJ, and perform all otfler ·
tratffc safety refatod worx.
ACCEPTANCE OF REINFORCED CONCRETE PAVEMENT:
The concrete pavement acceptance policy shall be as follows:
A. Penalty for Deficient Pavement Thickness. There shall be no acceptance of deficient
pavement thickness other than the tolerances specified below.
1. Pavement thickness deficiency up to 0.25-inch will be considered as satisfactory and the contract
unit price will be used for payment if the average thickness within the project meets or exceeds
the specified designed thickness .
2. Deficiencies of greater than 0.25-inch shall be removed and replaced with pavement of plan
thickness at contractor's entire expense.
B. Cracked Concrete Acceptance Policy.
If cracks exist in concrete pavement upon completion of the project, the Project Inspector shall
make a determination as to the need for action to address the cracking as to its cause and
recommended remedial work. If the recommended remedial work is routing and sealing of the
cracks to protect the subgrade, the Inspector shall make the determination as to whether to rout
and seal the cracks at the time of final inspection and acceptance or at any time prior to the end of
the project maintenance period. The Contractor shall perform the routing and sealing work as
directed by the Project Inspector, at no cost to the City, regardless of the cause of the cracking.
If remedial work beyond routing and sealing is determined to be necessary, the Inspector and the
Contractor will attempt to agree on the cause of the cracking. If agreement is reached that the
cracking is due to deficient materials or workmanship, the Contractor shall perform the remedial
work at no cost to the City. Remedial work in this case shall be limited to removing and replacing
the deficient work with new material and workmanship that meets the requirements of the
contract.
If remedial work beyond routing and sealing is determined to be necessary, and the Inspector and
the Contractor agree that the cause of the cracking is not deficient materials or workmanship, the
City may request the Contractor to provide an estimate of the cost of the necessary remedial work
-
and/or additional work to address the cause of the cracking, and the Cont ractor will perform that
work at the agreed-upon price if the City elects to do so.
If remedial work is necessary, and the Inspector and the Contractor cannot agree on the cau se of
the cracking, the City may hire an independent geotechnical engineer to perform testing and
analysis to determine the cause of the cracking. The contractor will escrow 50% of the proposed
costs of the geotechnical contract with the City. The Contractor and the City shall use the
services of a geotechnical firm acceptable to both parties.
If the geotechnical engineer determines that the primary cause of the cracking is the Contractor's
deficient material or workmanship, the remedial work will be performed at the Contractor 's entire
expense and the Contractor will also reimburse the City for the balance of the cost of the
geotechnical investigation over and above the amount that has previously been escrowed .
Remedial work in this case shall be limited to removing and replacing the deficient work with
new material and workmanship that meets the requirements of the contract.
If the geotechnical engineer determines that the primary cau se of th e cracking is not the
Contractor's deficient material or workmanship, the City will return the escrowed funds to the
Contractor. The Contractor, on request, will provide the City an estimate of the costs of the
necessary remedial work and/or additional work and will perform the work at the agreed-upon
price as directed by the City .
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Ooerator
AsPhalt Distributor Ooentor
AsPhalt Pavina Machine Operator
Asohalt Raker
Asphalt Shoveler
Batchina Plant Wei&her
Broom or Sweeoer Operator
Bulldozer Ooerator
Cari,enter
Concrete Finisher, Pavin1
Concrete Finisher. Structure,
Concrete Pavin1 Curbin1 Machine Ocerator
Concrete Pavina Finishin1. Machine Onerator
Concrete Pavin1 Joint Sealer Ooerator
Concrete navlna Saw Onerator
Concrete Pavina Spreader Operator
Concrete Rubber
Crane, Clamshell, Backhoe. Derrick. DraaJine. Shovel Ocerator
Electrician
Flauer
Form Builder/Setter. StJucturea
Form Setter Pavlna &: Cwt,
Foundation Drill Onerator. Crawler Mounted
Foundation Drill Ooerator. Truck Mounted
Front End Loader Ooerator
Laborer, Common
Labom, Utility
Mechanic
Millina Machine Ol>erator, Fine Gnide
Mixer Onerator
Motor Orader Ooentor. Fine Orade
Motor Orader Ooenior, Rouah
Oiler
Painter Structures
Pavement Markin& Machine Ooerator
Pioelaver
Reinforcin& StNI Setter Pavina
Reinfon:ina Steel Setter, Structure
Roller Ooerator, Pneumatic Self-Prol>Clled
Roller Onerator. Steel WhNI, Flat WheeVTampin1
Roller UDehwl", Steel Wheel, Plant Mix Pavement
Scraner ODCrator
Servicer
SIID Form Machine Oocrator
Spreader Box Operator
frKtorC Crawler Tyi:,e
TrlCtor UDehlur', Pneumatic
Travel ina Mixer Oi:,entor
Truck Driver, Lowboy-Floll
Truck Driver Slnale Axle. Heavy
Truck Driver Sinai• Axle, Light
Truck Driver, Tandem Axle. Semi-Trailer
Truck Driver Transit-Mix
Waaon Drill Bor ina Machine , Poll Hole Dnller Operator
Welder
Wort( Zone 13arricade Servicer
$10.06
SIJ .99
$12 .78
$11.01
S 8.80
$14.U
S 9.&a
SIJ .22
$12 .&0
$12 .&S
$13 .27
$12 .00
$13 .63
$12 .50
Sl3.S6
$14 .SO
SI0.61
$14.12
Sll.12
S 1.43
SI 1.63
Sll.&3
Sl3.67
S16.JO
$12.62
S 9.11
SI0.65
$16.97
$11.13
SI I.SI
SU.20
Sl4 .S0
$14.91
SJJ.17
SI0.04
SI 1.04
Sl4 .&6
$16 .29
SI 1.07
SI0.92
$11.21
SI 1.42
$12 .32
S 12.33
SI0 .92
$12 .60
$12 .91
Sl2 .0J
$14.93
SI 1.47
SI0.91
S 11.75
$12 01
$14 00
SIJJ7
SIO 09
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 Transportation and City of Fort Worth Project No. C293-541200-
207620159483.
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
CONTRACTOR
JLB CONTRACTING, LLC.
By:~/cJ~~
Name: James G. Humphrey, President of
Title : JLB CONTRACTING, LLC
Date : -~/f:~"rP.-~-~~l._2) ____ _
undersigned authority, on this day personally appeared
a{)t/l..~Zd.L~~l,,&k_'!!fl-~~. known to me to be the person whose name is subscribed to the
--C · nd acknowledged to me that he executed the same as the act and deed
==-aa..=.a~;..;;a..a"""-'-"""""""G"""'1...al=La;..aCa..;.. for the purposes and consideration therein expressed and in the
capacity therein stated.
Given Under My Hand and Seal of Office thi~y of 0 , 20 / ~
Public in and for the State of Texas
e LINDA OLIPHANT
NOTAR Y PUBL.IC
STATE OF TEXA S
MY COMM . EXP. 3-10-2013
Bond No. _8""8""'5""1""1 __ _
PERFORMANCE BOND
THE ST ATE OF TEXAS §
KNOW ALL MEN BY THESE PRESENTS :
COUNTY OFT ARRANT §
That we (1) JLB CONTRACTING, LLC. as Principal herein, and (2) WESTFIELD INSURANCE
COMPANY, a corporation organized under the laws of the State of(3) OHIO 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:
ONE MILLION, SIXTY-NINE THOUSAND, THREE HUNDRED FIFTY-NINE DOLLARS AND TEN
CENTS ...
($1,069,359.10) Dollars for the payment of which sum we bind ourselves , our heirs , executors, administrators ,
successors and assigns , jointly and severally, firmly by the se presents .
WHEREAS , Principal has entered into a certain contract with the Obligee dated the 16TH of NOVEMBER,
2010 a copy of which is hereto attached and made a part hereof for all purposes , for the construction of:
HMAC SURFACE OVERLAY 2010-15
NOW THEREFORE, the condition of this obligation is such, if the said Principal 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.
Bond No. -'8=8=5=11=----
PROVIDED, HOWEVER, that this bond is exec uted pursuant to Chapter 2253 of the Texas Government
Code, as amended, and all liabilities on thi s bond shall be determined in accordance with the provision s of such
statue , 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 h ave
executed this in strument.
SIGNED and SEALED this 16TH day of NOVEMBER, 2010.
(SEAL)
ATTEST:
(Surety) Secretary
(SEAL)
Witness as to Surety Gala Harris
P.O. Box 8720, Fort Worth, Texas 76124
(Address)
JLB CONTRACTING, LLC.
PRINCIPAL (4)
BY:~-1:J ~
Title: James G. Humphrey, President
POB0X24l31
FORT WORTH, TX 76124
(Address)
NOTE : Date of Bond must not be
prior to date of Contract
(I) Correct name of Contractor
(2) Correct name of Surety
(3) State of incorporation of Surety
Telephone number of su rety must be stated. In
addition , an original copy of Power of Attorney
sha ll be attached to Bond by the Attomey-in-
Fact.
The dat e of bond sha ll no t be prior to date of
Contract.
....... _ ....
--
.........
~ -. ........ ~.. -........ _ .....
.. , .. -'•.
Bond No. _8~8_5=11~--
PAYMENT BOND
THE STATE OF TEXAS §
§
§
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OFT ARRANT
That we, (1) JLB CONTRACTING, LLC. as Principal herein, and (2) WESTFIELD INSURANCE
COMP ANY a corporation organized and existing under the laws of the State of (3) OHIO , 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 ONE MILLION, SIXTY-NINE THOUSAND, THREE HUNDRED
FIFTY-NINE DOLLARS AND TEN CENTS ... Dollars ($1,069,359.10) for the payment whereof, the sa id
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 16TH day of
NOVEMBER , 2010, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if
copied at length, for the following project:
HMAC SURFACE OVERLAY 2010-15
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 and materials in the prosecution of the work under the contract, then thi s obligation shall be
void ; other wise, 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 pro visio n s of said
sta tue , to the same extent as if it were copied at length herein .
IN WITNESS WHEREOF , the duly authorized representatives of the Principal and Surety have
executed this instrument.
SIGNED AND SEALED thi s 16m day of NOVEMBER, 2010.
ATTEST :
Secretary
(SEAL)
Bond No. ~88~5=1~1 __ _
JLB CONTRACTING, LLC.
PRINCIPAL
By:~ ~ j.J.1__, ..... 5.-,a<""-:::?-
Name: James G. Humphrey
Title: President
Address: PO BOX 24131
FORT WORTH, TX 76124
Name:-==~~~=~-------
Attorney in Fact
~~
Address: 555 REPUBLIC DRIVE, SUITE 450
PLANO, TEXAS 75074
Witness as to Surety Gala Harris Telephone Number : ...;::9....:.7..:.2..:-5;:..;:1;.:::6...:.-2::..::6~0~0------
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 the bond shall not be prior to date of Contract.
. ._
, . .
, ,
... E
,; ,,,. ·-
. -.. .... ·· ........ ::::-, -· ",, ..
r,,._ ... -....... .., .. -
Bond No. _8"""8'"""5-=-11=----
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
That JLB CONTRACTING, LLC. (Contractor), as principal, and WESTFIELD INSURANCE
COMP ANY , a corporation organized under the laws of the State of OIDO ,(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 ONE MILLION, SIXTY-NINE THOUSAND, THREE HUNDRED FIFTY-
NINE DOLLARS AND TEN CENTS ... Dollars ($1,069.359.10) 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 16TH of NOVEMBER, 2010 copy of which is hereto attached and made a part hereof, for
the performance of the following described public improvements:
HMAC SURFACE OVERLAY 2010-15
the same being referred to herein and in said contract as the Work and being designated as project
number(s) C293-541200-207620159483 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 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 Two (2) Years after
the date of the final acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work m 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 ,
Bond No. _8""'8""'5"""1'""1 __ _
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 sa id 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 m 1 counterparts, each one of which
shall be deemed an original , this 16TH day of
ATTEST:
(~Q~P
Secretary
ATTEST:
(SEAL)
Secretary
NOVEMBER, A.D . 2010.
JLB CONTRACTING, LLC.
Contractor
By:~ ,Ji/. <S ~
Name : James G. Humphrey
Title : President
WESTFIELD INSURANCE COMP ANY
Surety
Title : Attorney-in-Fact
555 REPUBLIC DRIVE, SUITE 450
PLANO, TEXAS 75074
Addre ss
------...
--'-
... ,.. .. ~_ __~: ..._. .. ·--.. ----,.
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company 's
toll-free telephone number for information or to
make a complaint at:
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance
Company at:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages , rights or complaints
at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P . 0 . Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web : http ://www.tdi.state.tx.us
E-mail: ConsumerProtection@td i.state . tx . us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comapny first. If the dispute is not resolved ,
you may contact the Texas Department of
Insurance .
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja :
Usted puede llamar al numero de telefono gratis de
Westfield Insurance Company's I Ohio Farmers
Insurance Company 's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas al :
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. 0 . Box 149104
Austin , TX 78714-9104
Fax : (512) 475-1771
Web: http ://www .tdi.state.tx.us
E-mail: ConsumerProtection@tdi .state . tx. us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo , debe comunicarse con el agente o
Westfield Insurance Company/ Ohio Farmers
Insurance Company primero . Si no se resue lve la
disputa, puede entonces comunicarse con el
departamento (TOI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME
POWER # AND ISSUED .PRIOR TO 09/09/09, FOR ANY PERSON OR PERSONS NAMED BELOW.
General
Power
of Attorney
CERTIFIED COPY
POWER NO. 4220052 06
Westfield Insurance Co.
Westfield National Insurance Co.
Ohio Farmers Insurance Co.
Westfield Center, Ohio
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a *Company* and collectively as *Companies,* duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Oh io, do by these
presents make, constitute and appoint
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY , JENNIFER R. MARSH, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instn.nnents or contracts of
suretyship-- - - - -r - - - - --- - - - - - • • - • • • • • • • • • • • --• • • • - • - - • • • - -- -• • • • • • • • • • • -
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in
the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
*Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for
and on behalf of the Company subject to the following provisi ons:
The Attorney-in-Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and
del i ver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary.*
*Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate beari ng facsimile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.* (Each adopted at a meeting
held on February 8, 2000).
In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 09th day of
SEPTEMBER A.D., 2009 .
Corporate 4;ii..:C:;---, .
Seals /"_~)-'.-....... Cf'"\
Affix ed J ;t/' ,.._ \ c,~ :~; s~•, :;
! .. ! .w.M.1.1),,
\~·····, .. :':/!
State of Oh i~
County of Medina ss.:
WESTFIELD INSURANCE COMPANY
WESTFIELD NATIONAL INSURANCE COMPANY
OHIO FARMERS INSURANCE COMPANY
By :
Richard L. Kinnaird , Jr., Senior Executive
On this 09th day of SEPTEMBER A.D., 2009 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly
sworn, did depose and say, that he resides in Medina, Ohio; that he is Senior Executive of WESTFIELD INSURANCE COMPANY , WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals ; that they were so affixed
by order of the Boards of Directors of said Companies ; and that he s igned his na~me thereto b~ like order. ;aL
Notarial ~·~ _
A~:~d 6~1~;tJ ... ~\
StateofOhlo CE,~)
County of Med i na ss.: •• ••• .,q.,_ 0 ~ ••• ••
••· E:of ••• ...................... •"
William J. Kahelin , A rney at Law, Notary Public
My Commission Does Not Expire (Sec . 147 .03 Ohio Revised Code)
I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY , WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by sa id
Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Di rectors, set out in the -~o~er of Attorney are
in full force and effect. · _ th
Nd'Veffif1et Where.2(31 &ave hereunto set my hand and affixed the seals of said Compan i es at Westfield Center, Ohio, t his 16 day of
~~ . .
...-·~=·u"' .. --;-::-,...... ,,,,,uu1u,,,,,,, • ............ ~'""''•,,,,~, .•
"' .. ~ ,...,, -.. ,.,• :<i\ONAL.11\1:'',, •'.e.~ ·· .. J'.,c:." .. -· ......... <'f>'\ ,,'''<"I':-···'""··· •• &•,, ... • .... ~····"···· t'?..,,~
J ...,.., ........ c,... .:-o •• ··~·~ .. ~.·· -···""~
t Ifs~ J( I \0V' ft/ ··yfi f ~{t,f.dTERti"{b\
! ;\ .w.M.1.1),, =f-: SEAL :m: i!!: :J§ \\\\ ,_ ./! . l ~\ fri § \~\ 1848 /~!
''.:::::;/· ....... _..... \::.:,·,·· ........•......... ··.·.·.~/ \.. ·•· .. ;': .... •·. ~-; ,,,,,,, . .. .......... .. ,,,,,,,.,, .. ,,,,,~•'' ,,,, ........... ..
BPOAC2 (combined) (06-02)
THE STATE OF TEXAS
CITY OF FORT WORTH, TEXAS
CONTRACT
KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT
This agreement made and entered into this the 16 day of NOVEMBER AD ., 2010, by and
between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and
existing under and by virtue of a special charter adopted by the qualified voters within said City on the
11th day of December, AD. 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,
JLB CONTRACTING, LLC., HEREINAFTER CALLED Contractor.
WlTNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be made
and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith,
the said Contractor hereby agrees with the said Owner to commence and complete the construction of
certain improvements described as follows :
HMAC SURFACE OVERLAY 2010-15
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 ir SQ_ection and approval o
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH , TX
the Department of Transportation of the City of Fort Worth and the City Council of the City of F ort
Worth within a period of One Hundred & Eighty (180) 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 $200 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 thereo f, 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 itemi zed 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,
ari sing out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor,
its officers , agents , employees, subcontractors , licensees or invitees , whether or not any such iniury,
damage or death is caused, in whole or in part, by the negligence or alleged negligence of
Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify
and hold harmless the Owner from and against any and all injuries to Owner's officers , servants and
employees and any damage, loss or destruction to property of the Owner arising from the performance of
any of the terms and conditions of this Contract, whether or not any such iniury 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 fin al 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 ,.-"5'-1 ......... .ue...Y.I.:~~~~
execute and deliver to said City of Fort Worth good and sufficient sur t • .b,
performance of the terms and stipulations of the Contract and for the payme t ~!
CITY SECRETARY
FT. WORTH, TX
and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Texas Government Code Section 2253, as amended, in the form included in the Contract Documents ,
and such bonds shall be for 100 percent (100%) 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 ONE MILLION SIXTY NINE THOUSAND THREE HUNDRED FIFTY NINE DOLLARS
AND TEN CENTS ... Dollars, ($1,069,359.10).
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 2
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 1 counterparts with its corporate seal attached.
Done in Fort Worth, Texas , this the 16 day of NOVEMBER, A.D, 2010. OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
APPROVAL RECOMMENDED:
d.~~~,v
WILLIAM A. VE ~ f
DIRECTOR, DEPARTMENT OF
TRANSPORTATION/PUBLIC WORKS
ATTEST:
JLB CONTRACTING, LLC.
POBOX24131
FORT WORTH, TEXAS 76124
CONTRACTOR
JLB CONTRACTING , LLC
BY:c;r~ A
I
James G. Humphrey, President of
'' J~TRACTIN G, LLC
j>o ~()x rA 1/ !'3 I
Ft1!lT tua/2 711, T~ 7fp/zt./
ADDRESS
November 1960
Revised May 1986
Revised September 1992
Revised J,VlaF~~----,
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH , TX
CITY OF FORT WORTH
FERNANDO COST A, ASST CITY MANAGER
CITY SECRET ARY
(S E AL)
APPROVED AS TO FORM AND
LEGALITY~-==
SST.ITY ATTORNEY
Co n t ract Author iz a tion
!I /11., 110
Da t e
~LB.
CONTRACTING,LLC
7 15 1 Ra nd o l !ill R(1nd
P.O. Ho:x 241 3 1 Fo rt \\'o nh . T l':xa s 76 124
Purchasing Division
City of Fort Worth, Texas
1000 Throckmorton Street
Fort Worth, Texas 76102
BID FOR:
HMAC Surface Overlay 2010-IS
City Project# 01S94
TPW Project# C293-S41200-2076201S9483
September 9, 2010
,( .
,, ' -' .
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o
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~ = :z
,::I = = < r3 ~"'.\? _(\ -= a ~ rj' ·1 ~ -~ ., J •·
FORTWOR TH .&
C ity of Fort W orth
F inance D e partment • Purchasin g Division
1000 Throckm orton Stree t
Fort W orth, Tex a s 76102
RECEIPT .OF BID
' . --., 1 • I
\. ,, <... 1/i ///
C om p a ns,,:N:am e1 ...,,...,----------~-=r ------------------------~ .,....s> ';_-.1 v·o-I / /)
Indivi dual Delivering :---------~..,.../~) A-=-"'_)(_'-----------------------! / '-"
B id T it le and N u mber:
\./
E mployee Sign a ture :---------'--'--''-----------------------------
Time and D a t e R eceive d : ----------------------------------
White Copy -Cu stomer Ye llow Copy -Ma n agement
1
1
i
i
1
1
' 1
4' -o"
FONTS:
PROJECT DESIGNATION SIGN
---------4' -0" ---------
PMS -167
=c3"
3"C Project Title 1
1
..
3 "C 2ND LINE 1
IF NECESSARY _/ ~ 3 11
1~"======= Contractor: ---=± 1"
2~"LContractor's Name' 2
1 ~"=c= Scheduled Completion Date
1~" I Year
1 " 2
5,,
1 ,,
FORT WORTH LOGO = CHEL TINGHAM BOLD
ALL OTHER LETTERING = ARIAL BOLD
LOGO COLORS:
FORT WORTH -PMS 288
LONGHORNLOGO-PMS167
LETTERING -PMS 288
BACKGROUND -WHITE
BORDER -BLUE
PROJECT DESIGNATION SIGN
CITY OF FORT WORTH-CONSTRUCTION STANDARD
DRAWING NO . DATE : 9-20-02
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 .
WHEELCHAIR
RAMPS
STANDARD
DETAILS
CITY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN OCTOBER 2002 .
STREET CURB
MONOLITHIC
SIDEWALK CIRB
UNES TO BE
1/4" DEEP
\
4 JOINT, 4" GAP 1• R
~
R.O.W .
CURB PAY LIMIT
MAX. LENGTH OF SURFACE TREATMENT (GROOVE)
5' FROM THE BACK OF CURB .
EXPANSION MATERIAL
RECESSED 1 / 4 • AND
SEALED W/ SILICONE
(APPLICABLE TO ALL COLD-JOINTS)
NOTES
TYPICAL RAMP X-SECTION
CITY OF FORT WORTH. TEXAS -CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN OCTOBER 2002
1 . FOR PARKWAY WITH ELEVATION BELOW STREET
ELEVATION, THE SIDEWALK CURB MUST BE 2"
HIGHER THAN THE STREET CURB.
2. SIDEWALK CURB SHALL NOT ENCROACH ON THE
PROPOSED WIDTH OF THE SIDEWALK RAMP .
"".",
3 . FOR TYPE I RAMP MAXIMUM SIDEWALK CURB
HEIGHT o• TO 7".
COY Of FORT WORTH, TEXAS
ACCESSA8IU1Y RAMP -
lYPICAL CROSS SECTION
.. -·--···-------
DATE: 09/2004
STR-031
·-·· ----··-----
EXISTING CURB
AND CUTTER
SAWCUT FOR
CONCRETE
PAVEMENT
SODDING
AS REQUIRED
EXISTING 15' R
SCALE 1" = 5'
NOTES
SIDEWALK RAMP
W/ COLORED SURFACE
1) EXPANSION JOINT ANO SIUCONE SEALING
SHALL BE SUBSIDIARY TO UNIT PRICE 810
FOR SIDEWALK .
2)· THE ACTUAL UMIT OF REMOVAL OF EXIST
-ING CURB ANO GUTIER AND SIDEWALi< SHALL
BE AS DIRECTED BY 11-iE ENGINEER IN THE
FIELD.
J) MONOLITHIC CURB OR FlARED SLOPES MAY BE
INSTALLED ON BOTH SIDES OF THE RAMP
DEPENDING ON THE FIELD CONDITION OR AS
DIRECTED BY THE ENGINEER.
4) CURB RAMPS WITH RETURNED CURBS MAY BE
USED WHERE PEDESTRIANS WOULD NOT
NORMALLY WALi< ACROSS THE RAMP.
5) SLOPE OF CURB RAMP ANO/OR SIDEWALK
SHALL BE A MAXIMUM OF 1 ;12. FlARED SIDES
OF RAMP SHALL HAVE A MAXIMUM SLOPE OF
1: 10.1,. UNLESS PEDESTRIANS COULD WALi<
ACRuSS THE RAMP THEN THE MAXIMUM SLOPE
SHALL BE 1:12.
MONOLITHIC SIDEWALK CURB
CK OF PROP. CURB
SAWCUT FOR HMAC PAVEMENT
STANDARD PAY LIMIT DETAIL
CITY OF FORT WORTH, TEXAS
ACCESSABIUlY RAMP
PAY LIMITS
DATE: 09/2004
STR-032
EXISTING CURB
AND GUTIER
SAWCUT FOR
CONCRETE
PAVEMENT
JOINT DETAIL
EXISTING 15' R
SCALE 1" = 5'
NOTES
SIDEWALK RAMP
W/ COLORED SURFACE
1) EXPANSION JOINT AND SIUCONE SEAUNG
SHALL BE SUBSIDIARY TO UNIT PRICE 810
FOR SIDEWALK .
2) THE ACTUAL UMIT OF REMOVAL OF EXIST
-ING CURB AND GUillR ANO SIDEWALK SHALL
BE AS DIRECTED BY THE ENGINEER IN THE
FIELD.
MONOUTHIC SIDEWALi< CURB
'SODDING
AS REQUIRED
EXPANSION JOINT & SIUCONE SEAUNG
CK Of' PROP. CURB
FACE Of PROP. r CURB
SAWCUT FOR HMA(,i·, PAVEMENT ,_
CllY Of' f'ORT WORTH, TEXAS
ACCESSABIUlY RAMP
JOINT DETAIL
CATE: 09/200.
STR-033
... ·.·.· :•:•: .· :-:-·>:· -:-:-::-: .;:-:-:····
... ·.·.·>:········ ...
·:-·:-:-·:-:,:>:-·:-:-:······ ..
(a)
PERPENDICULAR PUBLIC SlOEWALK CURI RAMP
(c)
COMIIED fl'~PU'IIUC
CITY OF FORT WORllf, TEXAS
ACCESSABIUTY RAMP
TYPICAL CROSS SECTION
,·
'
DAlE: 09/2004
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
,
'l;, I
I) D 0
/ ... ~ I -
(a) (b)
Perpendiculor public sidewalk curb ramp
In public aldewalk with parkway
Perpendicular publlc sidewalk curb ramp
In pubtlc 1idewalk
(a)
arall., pubroe 1idewalk curt, ramp
In public sidewalk
a a a
~ ~
(b)
Camblnatlan P,Ubllc aldewalk curb ramp
in pubUc sidewalk with parkway
Fig. 60
a a a
(c)
= =
P1rpendlcular pubic 1idewal _il· ._ curt, ramp
at pra1ectad intera~an
Public Sidewa lk Cirb Romps at Marked Crossings
Cm' OF F'ORT WORTH, TEXAS
ACCESSABILfTY RAMP
FIGURE 60
DATE: 09 /2004
STR-035
RUNNING
SLOPE
1:20 MAX
lfALK
NOTE 1
X --====:::::::=-, y
RUNNING SLOPE
1:12 MAX
CURB RA.MP
COUNTER SLOPE
1:20 MAX
STREET
( 1) Slap• • y / x where r 11 & lenl dap•
(2) CaU!lt.ar olape shall nal exceed 1:20
Fi,. B-4. 7 .2
Measurement of Curb Ramp Slope
X
NO'l'Sl If X < 411• ( 1220 mm) lh•a the dope at th•
nared llidu •h&ll aal a:oH4 1:13
PLANTING OR OTHER
NONWALKING SURFACE
SIDE
(a) nare4 Side• (b) Relumed Curb
Fie, 84.7.5
Sides of Curb Ramp•
Fie. 84.7 .5
Built-up Curb R&lilp
OCTOBER, 1992, REDRAWN OCTOBER 2002
CITY Of" FORT WORTH, TEXAS
ACCESSABILITY RAMP
RAMP SLOPE DETAILS STR-036
1:48 ...
TYPE . I
EXISTING 15' R.
SCALE 1" = 4'
PROP. 4' RAMP WITH
COLORED SURFACE
VARIABLE HEIGHT CURB
1 1/2' R. (TYP)
CliY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP
TYPE I (W/15' RADIUS)
DA TE: 09/200-4
STR-037
~
~ < i=
z
0 .....
~
~
i:t:l
::':!l
0 u
1:48 ..
TYPE I
EXISTING 20' R.
SCALE 1 " = 4'
PROP. 4 1 RAMP WITH
COLORED SURFACE
VARIABLE HEIGHT CURB
1 1/2' R. (TYP)
CITY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP -
TYPE I (20' RAD.)
DATE: 09/2Q0.4.
STR-038
I I
-EXISTING CURB
.le GUTl'ER
cs·
SODDING
!.9 RBQUIRJCD
I .
TYPE ·III
EXISTING 15' R.
SCALE 1" = 4'
SIDEWALK RAMP WITH
COLORED SURFACE
I -.. • -~ BROOM FINISH
V///7m HMAC TIE-IN
IIONOLl'I'BlC CURB
.~~~i.c-'-"" OP 7" CUD ~
DISTING CUD Ill GlJ'ITD
9.lYctJT POK CONC1'ffl P.AV!IIENT
CITY OF FORT WORTH, TEXAS DATE: 09/2004
ACCESSABILITY RAMP -
TYPE m (15' RADIUS) STR-039
II
c!c GUTTER ~EXISTING CURB
~ rt 18° OR 2'
0
s·
SODDING
AS REQUIRED
TYPE 111
EXISTING 20' R.
SCALE 1" = 4'
SIDEWALK RAMP WITH
COLORED SURFACE
I -.. ...... ~ BROOM FINISH
~ HMAC TIE-IN
VARIABL; HEJGHT CURB
EXISTING CURB c!c GUTTER
SAwcur FOR CONCRETE PAVEMENT
CITY OF FORT WORTH, TEXAS
ACCESSABILITY RAMP -
TYPE III (20' RADIUS)
DATE: 09/200+
STR-040
.. u • IC
t-z
0 ....
.... u • C .... z
0 u
...
0
&
LEGEND
H.M."A.C. REHABILITATION
. ii · 11 II lit· WEDGEMIL LIMO .
(RECYCLE lOVERLAY ONLY)
NOTE: BUTT JOU.TS NOT
REQUIRED WITH
REMIXING PROCEs·s.
· TYPIC:AL
STREET BEGIN OR
ENO POINT •
REGARDLESS OF
THE INTERSECTING
STREETS ANGLE.
LAYOUT. fOR RECYCLING ACTIYITES
UNLESS NOTED. OTH£11W15£ IN, STIIE£T SCHEDULE:~
I • -
BUTT JOINT
0-1
A [VIS CD:
111.\1 .Ne. OATI:
1990
I
BUTT
JOINT
(
NOTE :ta)AN ATT£MPT HAS8U'.NMAOE. TO DETAIL .
AS MANY STD. fl[LD SITUATIONS AS
POSSIIL[ HOWEVER I THE CONTRACTOR
MIGHT HAY[ TO OV[IILAP PARTS o,
TH(Sf DETAIi.i TO COH~IGURE ·A
LATOUT THAT 1£ST APPLIES TO A
PAIITICULAII SITUATION 1
'z > auT T JOINTI NOT A[QUIA[D WITH
R[MIJCING PROCESS .
MEDIAN
STREET BEGIN OR
END POINT
TYPICAL
LEGEND
.,1 II II ·14
MEDIAN
..
LAYOUT FOR RECYCLING ~CTIVITl£S FOR BLVD. SECTION
UNLESS NOTED OTH£RWiS£ IN STREET SCHEDULE
H.M.A.C. REHABILITATION
WEDGEMILLINO
(RECYCLE/ OVERLAY
ONLY)
D-2
R£V1SEO:
11(11,lle. DAT('.
1990
LEGEND
I , H.M.A.C. REHABILITATION
•• II II I~ WEDGEMILLING ·
(RECYCLE/OVERLAY
ONLY)
NOTE :uU,LL RIGHT TURN STOflAGE
LANES SH4LL I[ CONSIO[ll[D
AS MIIT 0, CONTRACT.
(2) BUTT JOINTS NOT
ll(QUIIIED WITH REMIXING
~IIOCCSS.
TYPICAL
LAYOUT fOft RECYCLINI ACTIYITEI
NOT£·: IF £1THEII IIAOIUS DOES NOT HAVE
AN ISLAND, IT WILL BE TREATED
AS INDICATED BY APPLICABLE
DE TAIL •
BUTT JOINT
~ STREET BEGIN OR
~END POINT\ REGARDLESS OF THE
INTERSEC:T NG STREElS ANGLE.
D-~
RE VISCO:
II IV. Ne. DAU,
UNLESS NOTED OTHERWISE IN STll[[T SCHEDULE.
TYPICAL
LEGEND .
rt H.M.A.C.REHABILITATION
••. II II Iii WEDGEMILLING ( RECYCLE
/OVERLAY ONLY.)
NOTE ~l)IF ANY COIIBIHAtlOH OF ISLANDS
ANO RIGHT TURN LANE$ ARE Al.SENT
TURN RADIUS SHALL BE TREATED
AS STANDARD. BUTT JOINT SHALL
BE SQUARED OFF-If NEEDED
AS A RESULT Of' EXISTING CONC.
VAi.LEY GUTTER.
(21 BUTT JOINTS NOT REQUIRED
WITH REMIXING PftOCESS.
LA'l'OUT FOR RECYCLING ACTIVITIES WHEN INTERSECTING
STREETS ARE RECYCLED SIMULTANEOUSLY
U"LfSS NOTED OTHERWISE IN STREET SCHlDULE
0-4
RfVISfO:
ll[V. Ne . DAf[~
1990
Height:
BACK OF
/CURB
2'
(")
' co
PLAN VIEW
(Varies)
(Min. 28' Max 42')
(Varies) 2' -7.5"
(Typ.)
12" WHITE HOT TAPE
(AVERY DENNISO
OR EQUIVALENT)
6' -3"
(T p.)
Striping and reflectors to be
installed by the Contractor
2' - 7.5"
(Typ.)
BACKOF
CURB
(Varies)
12" WHITE HOT TAP
(AVERY DENNISON
OR EQUIVALENT)
2'
.
'9
N
~ ;._ .
~
"'
WHITE TYPE II 1-SIDED REFLECTORS
3 1/2" inches DEPARTMENT OF TRANSPORTATION
AND PUBLIC WORKS CITY OF
Ramp Gradient: 8.57 in 1 (30 inches I 3-1/2 inches height)
3.43 in 1 (12 inches/ 3-1/2 inches height)
TRAFF IC ENG INEERING FORT WORTH
Side Gradient: SPEED CUSHIONS
DMM IT:
AJB ~n:Janua 15,2004
"""°1'1DIT: DRAWING NOT TO SCALE
"' -
"
MXJ.t.~ rc[T or VA.lLO
C.UTT(I! W[ASUll(D
r11ow aAC•·Of•CUl!I
TO IA.C• • Ot • C4.IIII
.,
"~----,J~,r::;;.;.,...,"'7"7",,...,.,..7'7"7lrrm--rr~'""J"'Z'TT.~"TT':.m"Tn'n';J"TT'TTJ~m-----=:
T"AHIITIC>tf L IJtU (WIDTH AS REQUIRED) . A
PLAN VIEW
Not to Sc11/1
An itir1rl H 1110,1 titan,.,,, d1plt ••ti•• lu• /111111 .V,11/11 dip/A
,l/1 M r1v1lr1d /11 ·t11111'11/d, ra11,, '"".,.._ T~, co.tr•ctor ,111
H ,.,u111d to tut IA# gf/lllr •itlt ..at,r 61for, t/J, Jo~ u ltt'llld.
tXIST. N.lll.A.C . ,vM°r • a.ut
1·co11c11nt
VALLtY'
GUTT Ell
Z~M.U.A.C.
tllAHSITION
un s•
COHCltU[ Ust
Limestone
··-o·
"UIOCNTIAL STRctTI
l/27 ••
CON"'tTE IAU
SECTION 'A-A'
Nol to Seo!,
EXIST. k.M.A.C.
,v11'r -• IA.SE
Tha 7 "ralnlor~ad concrtf6 .-all1y iJKJII r,p/11c1 JIM top 7.•o111,1 pav1m1nl r/111 /ltt r,moining
porllon of pav,menl lo bl con1truct1d Ji,c/udlng 1u/Jgrtid1 lr"1t111111I, In accordo11c1
w//11 111, lyp/cal paring 11cl/on. T/J1 concr1t1 w/1,y w/11 I># 14r1r111d oceordlng lo
clty 6/ondard, for COIICrlll c11rb t111d gul/11". TII, co11cr,t1 1/Ja/l 1H of it111/J1d
and •cr11n1d aggr,gat, irltll I min. ol f/a,1 (4) 611C1• of c1m111t ,,, cubic yotd
ofconcr11,.with a minimum .compressive strength of 3,000 pounds per
square inch in seven day_s. -
CONCRETE VALLEY DETAILS
MUST BE GREATER
WITH LATERALS
UNDER PAVEMENT
GROUND LINE
TOP OF CURB
I
l-a.. w o~
IW u _J z CD
w~ a:::
I-w w
<{ V)
lO
I
SUITABLE MATERIAL
TAMPED IN LIFTS
NOT EXCEEDING
12" LOOSE .
DIM. B
(TRENCH WIDTH)
SE E TABLE 1
SECTION VIEW
TABLE 1
1'-6" (MIN.)
u...
0 CD
w Ct'. u :::>
<l:u u...
.. ' . 4 ..
......
. .
WASHED ROCK PER
ITEM 402
SEE NOTE 1.
LIMITS OF EXCAVATION
NOTES :
1. PIPE SHALL BE 6"0 PER FORA TED
CORRUGATED POLYETHYLENE TUBING
PER ASTM F -405, UNLESS OTHERWISE
SPECIFIED.
DIM. A
2 .5' TO 6'
6' TO 10·
10' TO 15'
OVER 15'
DIM . B
1'-7"
2'-1"
2· -7"
3'-1"
~.
CU RB &
GUTTER (REF.)
•.
......
.• .
CI TY OF FORT WOR TH , TE XAS DA TE : 09 /2 004
SUBDRAIN STR-027
COLLAR CONFIGURATION
FOR PAVED AREA ...
I
... COLLAR CONFIGURAT ION
FOR UNPAVED AREA
5'-0"
MANHOLE FRAME AND-'---------~--------,__----~-
32" DIA . DUCTILE IRON
COVER . (REFER TO
STD . PRODUCT LIST)
A
L
4000 PSI ----<IM
CONCRETE
8-#4 REBARS TYP .
G)
~ f---32" MIN .---j I ....... II I I
2" X 8" X 30" 1.0.
CONCRETE PRECAST
GRADE RINGS PER
ASTM C478.
REBAR SHALL BE PLACED 3"
MIN . FROM TOP AND BOTTOM
OF CONCRETE COLLAR .
®
SECTION A-A
WHERE MANHOLES ARE IN
THE STREET, INSTALL 2 OR
MORE GRADE RINGS, AS
NEEDED. BETWEEN CASTING
AND TOP OF PAVEMENT.
®
El -14, El -20, El -21 MA TERI AL
E2-14, E2-20, E2-21 CONSTRUCTION
HINGED LIDS INSTALLED IN
STREETS SHALL OPEN
AGAINST THE FLOW OF
TRAFFIC .
CITY'OF FORT WORTH, TEXAS
MANHOLEFRAME,COVER,GRADE
RINGS AND CONCRETE COLLAR
3" TYP .
A
J 0
I
io
:X" CHAMFER (TYP .)
.GROUND
CONCRETE COLLAR
HEIGHT VARIES
HINGED LIDS ARE REQUIRED
ON ALL ELEVATED MANHOLES .
JUNCTION BOXES AND WHERE
SPECIFIED ON PLANS. (REFER
TO STD . PRODUCTS LIST)
LOCKS TO BE INSTALLED ON
ALL MANHOLE LIDS BELOW
THE 100-YEAR FLOOD ELEV .
ANO WHERE SPECIFIED ON
PLANS.
DATE : OCT. 2009
SAN-009
Manhole Riser
,c
3/8" Dia. Hole
Steel Roll Pin
Cross Section view
~ ~ IO or 12 gage 090 galvanized steel
G)~
t
Height } new asphalt overlay
Expanding Linkage
2 J /4" 17 /64" Diameter holes
-m...,-r-····"·'··1 . -... -. r j-. -. -('·'·""·-k""l::"C"'C'm
......._......_..~·1•w•it•&. • -• YJf -. :-( -. - . -,. . ...,.,.'W.PJ......._.......,, : :
< 4 1 /4"
O.D.
3/8" I. D.
3/8" -16 Thread
Item Item Material Description Tensile
Y' Id
Tensile
Viti t N be Des "ti um r cnp on 1e ma e
1 3/8" Roll Pins 302 Stainless Steel (14 ,000 LB Double Sheer Strength)
2 Steel Skirt 12 or 10 gage A.I.SJ. 1020 Steel (A-36) 33,000 P.S.I. 60,000 P.S.I.
G-90Galv~
3 Weld 65o/o-70°/c, circumference welded 75,000 P.S.I. 85,000 P.S.1.·
4 3/4" wide Rjscr Bar Hot Rolled Steel A.LS .I. I 020 (A-36) 33,000 P.S.1 . 60 000 P.S.I.
5 Rod Ends Forging AI.SJ . C-1030 Steel Heat Treated BHN 240 70,000 P.S.I. 92,000 P.S .I.
Zinc Plated with Dichromate Finish
6 Turnbuckle AI.S.I. 1020 BHN 149 70,000 P.S.I. 80,000 P.S.I.
Zinc Plated dioocd in Linebacker rmt inhibitor
-
Water. _ Valve Riser Cross Section view
Item
N b um
I
2
3
er
4 ~ 12 gage 090 galvanized steel
G)-
t
Height I new asphalt overlay
,~-<~--3/8" D .O.M. Tube
Item Material Description
D 'f escrip 10n
Steel Skin 12 gage A.LS.I . 1020 Steel (A-36)
G-90 Galvanized
Weld Lincoln Outersheild 71 Elite .045
3/8" wide D.O .M Tube D. 0 . M . Tube A.1 .S.I. I 026 (AS 13 type 5)
.. .:.·
Tensile
y· Id ,e
33 ,000 P.S.I .
75.000 P.S.l.
72,000 P.S.I .
Tensile
UI. t1mate
60,000 P.S.l.
8S 000 P.S.l.
87 ,000 P .S.I.
T
-
,
..-..--____ , __ 10' ~ARKWAY -------~--.J
~R.o.w.
I
,·
COSHtOll
s·
EXP. JOCNT MArL
EXISTING CURB
fl BARS @ ta• C-C BOTH WAYS
J'SCDE'ilf ALK
10· Parl110 · ________ ..,.
,.
EXISTUIC CORB
,. //'~
@ 18" C-C BOTI WATS
.r1
•• STANDARD CONCRETE sm£WALJt
Nol 10 Sca/1
I PARKWAY
NOTE:
1. CONCRETE SHALL BE 3000 PS1 AT
U DAYS.
Z. RE.IHFORCCNC SUALL BE IJ BARS
AT 1&• CC BOTU WAYS,
CT/ON
CUT(: r,,,.cl'I lZ. 1991
.
J
·----------·-
"°''· ,,..... ,., .., a.,, ,, ,_.,_,
,.,. ..... ,10,., .............
.,., J •• ,
~r.•. •••
._ . ..
C: .. ..
•.
,. , • .,,., , .. ,.,. o,..,
l'A •••• r IUSUttL J
,..
I "' .. I ._
• l'uSUAL 4• .. .. --
"° ,,.c.,,,.
:# •"6tLCIMIII •••I'S
,....... "°"'" " .., .... ~ ..... #ii .......... : ...................... .............. ........... .
TYPICAL CONSTRUCTION LAYOUT
of CURB ond GUTTER, SIDEWALK tnl DRIVEWAY
.Show,itg Flogfinf And £q1111slo#. Joint Locotlolt
CITY ol FORT WORTH. TEXAS-co,,sr..rro, s, ... ,,,,
--------·---· .. ---------------·
AtHA\.f ' ...... ,.,
UMHIM
-
.. . . ..
st Al. WITN JOINT
'"-LUI
ii .. ' > ..
'
••
..•.
••
... , . .,. •· 1 • •. I •
Typical Curb and Gutter
...... Ult UCAY&TIOlf oun, .. ,
,011 UIIHT CONITIIUCTIOII
A
I
OUMMY JOINT IN RAMP OPTIONAL
IN 111 • 0 11 ORIVE WA'f ONLY .
PROVIDE EXPANS ION JOINT ONL'I'
IF' CONNECTING TO Ex1S T l l',IG
CONCRETE DRIVE.
EXIST :NG cu"a 8 GUTTER,IF
AN'f, MUST BE SAWED AS D•RECT·
ED BY THE E>oiG I NEER.
,/ REINFORCE 6 "DRIVE "3 BARS
/' A AT ,, .. o.c.11 .w.
-
_.--J( _"_o_"'_L_'_N_E ____ ...J,-_/_ I REINFORCE 4 " WALi< 1 5 BARS _ I AT 11· O.C.I .W. REFEIUNC[
·STANOARO SIOEWALIC 10'-o"M1 ..... I
17°-0"MIN.
:IO
EXP. JOINT
EXCEPT
SLIP· FORMED
20'-o " MIN .SINGLE OWY,
2 7 1
-o" MIN, OOUl!ILE OWY,
SIDEWALi< SLOPE 1/4 " PER
FOOT TO FACE' OF CURB O" AS
OIRECTEO BY ENGINE ER ."'
4 ' SIDEWALi<
L
A
PLAN VIEW
PARl<WAY WIDTH
8 (SEE TABLE)
STANDARD
CURI a GUTTER]
OR MATCH AS
DIRECTED
ElCP. JOINT
EXCEPT
SLIP-FORMED
HALF' LENGTH PAID AS
ATTACHED CURB (CONC:.
?AVEMENT ONLY)
SEE STANOARO CURB
8 GUT TEA SECT ION.
19"
1'.3" STANOARO
DRIVEWAY ANO CURB LAYOO
II GUTTER PAY LIMIT~ CURB
I 2"SANO CUSHION
~ OR APPROVED
SUBGFUDE,
A.OW . LIN[
~l<WY #IOTH A B
,o · I 9 '
1( TO 14 ' ·fTof 9 '
1,· TO 19 ]'1 0 7 ·2
20 · ro 22 · i , to7 ,,
SECTION A-A
OWY. r>AY L i t,IIT
#/CONCRETE PAVEMENT
STABILIZED
SUl!IGltAOE
S10E.ULIII SE~T IQN TMRU Ort1•.[WAY TO BE
POUl'fO SA .. ( THICKNESS AS ORl'v[WAY
APPl'OACH 9 PA '0 '01' AS OR 11J[WA'I'
APPROAC"i EXIS .. •'wG S :QEwAL",''',_",
TO 8E R[-..0\EO A~O lt[PLACEO.
APPROACH -.(VIS[D t/2,/17 J.A.1'./WJUI . DRIVEWAY
RE v, SE J Au:;,, 19 · O J,5./W. "· -... ~~--,,---~.,....,,,...-.....,.---..,.....,.-,.---------...j lt(IJ IHC) ,[a .. ·s1-0 .J .S./# It 1111 CITYo' ,o~r WOIITH, T(XAI -COHSUUCTIQflf ST4~0UtC
R ( 'w' t 5( 0 1111 A Y •• 8 3 · E J #j ~ -. 1W . t,-c-,.-,-.-, ~-G-~-0-5---s-, --~-o-,-T-E--... -,-.,-.-, 1...:1_;_3 ,:__;_:.....:..:-=..,
STANDARD APPROACH
CIWIWA Y WIDTH -----____ ,.,.__..,
,-A /_ --- --/ llO.W. UNI
..-=·-
' ,z::i::I I t ..._.I I-.. t I I
...:.'T~ _::::7 ' ·~ -
-! ----------~_-A--------£:
\
8CSUTA&.aJ ..
HIGH VOLUME APPROACH
CITY OF FORT WORTH
CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project: HMAC 2010-15
DOE No: 6528
Fund Code: 03
HOLE# 1
LOCATION: 7000 Lake Country Dr
4. 00" HMAC
7. 00" Tan Brown Stabilizer
4. 00" Dark Brown Clay
3. 00" Brown Clay w/gravel
HOLE# 2
LOCATION: 7048 Lake Country Dr
3. 75" HMAC
5. 25" Tan Brown Stabilizer
LAB
N/4
LAB
C/4
5. 00" Lt. Brown sandy clay w/gravel
3.00" Brown Clay
HOLE# 3 LAB
LOCATION: 7087 Lake Country Dr S/4
4. 00" HMAC
6.00" Tan Brown Stabilizer
4 .00" Lt Brown Sandy Clay W/rocks &
3.00" Brown Clay w/gravel
HOLE# 4 LAB
LOCATION: 7110 Lake Country Dr N/4
2.00" HMAC
7. 00" Tan Brown Stabilizer
6. 00" Dark Brown Sandy Clay W/rocks
3. 00" Brown Clay w/gravel
HOLE# 5 LAB
LOCATION: 7144 Lake Country Dr C/4
5.00" HMAC
5. 00" Tan Brown Stabilizer
4.00" Dark Brown Sandy Clay W/rocks
3.00" Brown Clay
HOLE# 6 LAB
LOCATION: 7200 Lake Country Dr S/4
3. 75" HMAC
6.25" Tan Brown Stabilizer
5.00" Dark Brown Sandy Clay W/rocks
3.00" Brown Clay
NO: 112709
NO: 112710
NO: 112711
gravel
NO: 112712
& gravel
NO: 112713
& gravel
NO: 112714
& gravel
1
2
HOLE# 7 LAB NO : 112715
LOCATION: 7205 Lake Country Dr N/4 -4. 50" HMAC
7.50" Tan Brown Stabilizer
5. 00" Dark Brown Sandy Clay W/rocks & gravel
HOLE# 8 LAB NO: 11 2 716
LOCATION : 7277 Lake Country Dr C/4
4.00" HMAC -8. 00" Dark Brown Sandy Clay W/rocks & grav el
5.00" Brown Clay w/gravel
HOLE# 9 LAB NO: 112717
LOCATION: 7305 Lake Country Dr S/4
3. 00" HMAC
7.00" Tan Brown Stabilizer
4.00" Lt. Brown Sandy Clay W/rocks & gravel -3. 00 " Brown Clay W/gravel
HOLE# 10 LAB NO: 112718
LOCATION: 7300 Lake Country Dr N/4
4. 50" HMAC
5.50" Tan Brown Stabilizer
7 .00" Dark Brown Sandy Clay W/rocks & gravel
HOLE# 11 LAB NO: 112719
" LOCATION: 7329 Lake Country Dr C/4
4. 25" HMAC
6.75" Tan Brown Stabilizer
3.00" Lt. Brown Sandy Clay W/rocks & gravel
3.00" Brown Clay W/gravel
HOLE# 12 LAB NO: 112720
LOCATION: 7472 Lake Country Dr S/4
2.75" HMAC
8.25" Dark Brown Sandy Clay w/rocks & gravel
6.00" Brown Clay W/ gravel
HOLE# 13 LAB NO: 112721
LOCATION: 7400 Lake Country Dr N/4
4. 50" HMAC
4. 50" Tan Brown Stabilizer
5.00" Brown Sandy Clay W/rocks & gravel
3.00" Dark Brown Clay W/gravel
HOLE# 14 LAB NO: 112722
LOCATION: 7465 Lake Country Dr C/4
5.00" HMAC
8.00" Dark Brown Sandy Clay W/rocks & gravel
4. 00" Brown Clay W/gravel
HOLE# 15 LAB NO: 112723
LOCATION: 7437 Lake Country Dr S/4
3. 75" HMAC
5.25" Tan Brown Stabilizer
5.00" Dark Brown Sandy Clay W/rocks & gravel
4.00" Brown Clay W/gravel
3
HOLE # 16 LAB NO: 11 2 7 24
LOCATIO N : 7470 Lake Country Dr N/4
3. 00" HMAC
6.00" Tan Brown St a bili z e r
5.00" Dark Br o wn Sandy Clay W/r ocks & grave l -3. 00" Brown Clay W/grav el
HOL E# 17 LAB NO: 1 127 2 5
LOC ATI ON : 7500 Lake Country Dr S/4
2.25 " HMA C
4 .75" Tan Br o wn Stabili z e r
7 .00" Dark Br o wn San d y Clay W/rocks & gravel
3.00" Brown Clay
HOLE# 1 LAB NO: 112726
LOCATION: 4804 Dunlap Dr W/4
4.75" HMAC
7.25 " Dark Brown Sandy Clay W/r ocks & gravel
5 .00" Brown Clay W/grav el
HOLE# 2 LAB NO : 1127 2 7
LOCATION: 4824 Dunlap Dr C/4
6.00" HMAC
8 .00" Dark Brown Sandy Clay W/rocks & gravel
3.00" Brown Clay W/gravel
HOLE# 3 LAB NO: 112728
LOCATION: 4841 Dunlap Dr E/4
4 . 50 " HMAC
6.50" Brown Sandy Clay W/roc k s & gravel
6 .00" Dark Brown Clay W/gravel
HOLE# 4 LAB NO: 112729
LOCATION : 4850 Dunlap Dr W/4
8.00" HMAC
5.00 " Dark Br own Sandy Clay W/rocks & gravel
4. 00" Brown Clay
HOLE# 5 LAB NO: 112730
LOCATION: 4862 Dunlap Dr C/4
3.7 5 " HMAC
9 .00" Dark Brown Sandy Clay W/rocks & gravel
3.00" Brown Clay W/gravel
HOLE# 6 LAB NO : 1 12731
LOCATION: 4875 Dunlap Dr C/4
3.25 " HMAC
8.00" Dark Brown Sandy Clay W/rocks & g r a v e l
5.00" Brown Clay W/gr avel
HOLE# 1 LAB NO: 1127 3 2
LOCATION: 8843 Township Ct. W/4
4.25 " HMAC
8.75" Dark Brown Sandy Clay W/r ocks & grav el
4 .00 " Brown Clay
HOLE # 2 LAB NO: 11 2733
LOCATION: 8835 Township Ct. C/4
4 .00" HMAC
10.00 " Lt Br own Sandy Clay W/rocks & grav el
3.00" Brown Clay
HOLE # 3 LAB NO: 11 2 73 4
LOCATION : 8808 Township Ct. E/4
4 .00" HMA C
7 . 00 " Lt. Brown S a ndy Clay W/rocks & g r a v el
6. 00 " Br o wn Cl a y
HOLE # 4 LAB NO: 11 2 735
LOCATION: 8721 Township Ct. W/4
3.2 5 " HMAC
5.75" Tan Br o wn Stabilizer
5 .00" Lt . Brown Sandy Clay
3. 00 " Brown Clay
HOLE# 5
LOCATION: 8705 Township Ct.
3. 00" HMAC
6 .00" Tan Brown Stabili z er
6. 00" L t. Brown Sandy Clay
3 .00" Brown Clay
Approval:
Ryan Jeri
Routing:
Date Tested : 7/30/10
Requested by: Dennis Rodgers
Tested b y: Soil Lab
W/rocks & gravel
LAB NO: 112736
E/4
W/rocks & gravel
Superintendent
Inspector
File
4
2
4.00" Lt. Brown Clay w/gravel
HOLE# 2 LAB NO: 11292 1
LOCATION: 4812 El Rancho Rd E/4
2.00" HMAC
6. 00" Tan Brown Stabilizer
5. 00" Dark Brown Sandy Clay W/rocks & gravel
4.00" Brown Clay w/gravel
HOLE # 3 LAB NO: 1 12 922
LOCAT I ON: 4820 El Rancho Rd W/4
7.00" HMAC
5 .00" Dark Brown Sandy Clay W/rocks & gravel
5.00" Brown Clay w/gravel
HOLE# 4 LAB NO: 112923
LOCATION: 4883 El Rancho Rd E/4
3.00" HMAC
5. 00" Tan Brown Stabilizer
6.00" Dark Brown Sandy Clay W/rocks & grav el
3 . 00" Brown Clay w/gravel
HOLE# 5 LAB NO: 112924
LOCATION: 4900 El Rancho Rd W/4
4.25" HMAC
6.75" Tan Brown Stabilizer
3.00" Lt. Brown Sandy Clay W/rocks & gravel
3.00" Brown Clay W/gravel
HOLE# 6 LAB NO: 112925
LOCATION: 4981 El Rancho Rd E/4
2.75" HMAC
6.25" Tan Brown Stabilizer
4.00" Dark Brown Sandy Clay W/rocks & gravel
4.00" Brown Clay w/gravel
HOLE# 1 LAB NO: 112926
LOCATION: 8811 Royal Harbor W/4
6 .00" HMAC
8.00" Lt. Brown Sandy Clay W/rocks & gravel
4. 00" Brown Clay W/gravel
HOLE# 2 LAB NO: 112927
LOCATION: 8804 Royal Harbor E/4
6 .00" HMAC
7.00" Lt. Brown Sandy Clay W/rocks & gravel
4.00" Brown Clay W/gravel
HOLE# 1 LAB NO: 112928
LOCATION: 5500 6TH Ave W/4
3. 00" HMAC
5.00" Concrete
8. 00" Lt. Brown Sandy Clay W/rocks & gravel
,. HOLE# 2 LAB NO: 112929
LOCATION: 5614 6TH Ave C/4
3. 50" HMAC
5. 00" Concrete
3
7.50" Lt. Brown Sandy Clay W/rocks & grav el
HOLE# 3 LAB NO: 112930
LOCATION: 5571 6TH Ave E/4
3.50" HMAC
3 .00" Concrete
6.50" Lt. Brown Sandy Clay W/rocks & g r a v el
3.00" Dark Brown Clay w/gravel
HOLE# 4 LAB NO: 112931
LOCATION: 5519 6
TH Ave W/4
3.50" HMAC
3.00" Concrete
6.50" Lt. Brown Sandy Clay W/rocks & gravel
3.00" Dark Brown Clay w/gravel
HOLE# 5 LAB NO: 112932
LOCATION: 5517 6TH Ave C/4
3.50" HMAC
10.00" Concrete
2.50" Lt. Brown Sandy Clay
HOLE# 6 LAB NO: 112933
LOCATION : 5300 6
TH Ave E/4
3.00" HMAC
3.00" Concrete
6.00" Lt. Brown Sandy Clay W/rocks & gravel
4.00" Brown Clay
HOLE# 1 LAB NO: 112934
LOCATION: 5300 Wayside Ave W/4
4.00" HMAC
8.00" Lt. Brown Sandy Clay
4.00" Brown Clay
HOLE# 2 LAB NO: 112935
LOCATION: 5317 Wayside Ave C/4
3. 00" HMAC
7.00" Concrete
6.00" Lt. Brown Sandy Clay
HOLE# 3 LAB NO: 112936
LOCATION: 5305 Wayside Ave E/4
4.00" HMAC
8.00" Lt Brown Clay
4.00" Dark Brown Clay
HOLE# 4 LAB NO: 112937
LOCATION: 52~32 Wayside Ave W/4 ,,.
2.00" HMAC
11.50" Concrete
2.50" Lt. Brown Sandy Clay
HOLE# 5 LAB NO: 112938
LOCATION: 5216 Wayside Ave. C/4
2.00" HMAC
11 .50" Concrete
2.50" Lt. Brown Sandy Clay
4
HOLE# 6 LAB NO: 112939
LOCATION: 5216 Wayside Ave. E/4
3.50" HMAC
11.50" Concrete
1.50" Lt. Brown Sandy Clay
HOLE# 1 LAB NO: 112940
LOCATION: 5332 McConnell Dr E/4
6.00" HMAC
10.00" Brown Sandy Clay W/rocks & gravel
HOLE# 2 LAB NO: 112941
LOCATION: 5325 McConnell Dr C/4
5.50" HMAC
5.50" Tan Stabilizer
5.00" Brown Sandy Clay W/rocks & gravel
HOLE# 3 LAB NO: 112942
LOCATION: 5316 McConnell Dr W/4
4 .75" HMAC
5.25" Tan Stabilizer
4.00" Lt. Brown Sandy Clay W/rocks & gravel
3.00" Dark Brown Clay w/gravel
HOLE# 4 LAB NO: 112943
LOCATION: 5309 McConnell Dr E/4
5.00" HMAC
6.00" Tan Stabilizer
4.00" Lt. Brown Sandy Clay W/rocks & gravel
3.00" Brown Clay
HOLE# 5 LAB NO: 112944
LOCATION: 5300 McConnell Dr W/4
5.00" HMAC
4.75" Tan Brown Stabilizer
5.00" Lt. Brown Sandy Clay W/rocks & gravel
3.00" Brown Clay w/gravel
HOLE# 6 LAB NO: 112945
LOCATION: 5333 McConnell Dr E/4
4.50" HMAC
4.50" Tan Brown Stabilizer
4.00" Lt. Brown Sandy Clay W/rocks & gravel
4.00" Brown Clay w/gravel
HOLE# 7 LAB NO: 112946
LOCATION: 5220 McConnell Dr C/4
2.75" HMAC
6.00" Tan Brown Stabilizer
· 7. 00" Lt. Brown Sandy Clay W/rocks & gravel
2.25" Brown Clay w/gravel
HOLE# 8 LAB NO: 112947
LOCATION: 5208 McConnell Dr W/4
5.25" HMAC
8.75" Lt. Brown Sandy Clay W/rocks & gravel
3.00" Brown Clay
5
HOLE# 9 LAB NO: 112948
LOCATIO N : 5201 McConnell Dr E/4
3. 50" HMAC
5. 00" Tan Brown Stabilizer
4.50" Lt. Brown Sandy Clay W/rocks & gravel
4.00" Brown Clay
HOLE# 1 LAB NO: 112949
LOCATION: 1329 Edney St S/4
3.00" HMAC
7.00" Brown Stabilizer
4.00" Dark Brown Clay W/rocks & gravel
3.00" Brown Clay
HOLE# 2 LAB NO: 112950
LOCATION: 1317 Edney St C/4
5.00" HMAC
6. 00" Brown Stabilizer
4.00" Dark Brown Clay W/rocks & gravel
2.00" Brown Clay
HOLE# 3 LAB NO: 112951
LOCATION: 1301 Edney St N/4
7.00" HMAC
7.00" Brown Stabilizer
3.00" Dark Brown Clay W/rocks & gravel
HOLE# 4 LAB NO: 112952
LOCATION: 1224 Edney St S/4
3.25" HMAC
4. 75" Brown Stabilizer
5.00" Dark Brown Clay W/rocks & gravel
4. 00" Brown Clay
HOLE# 5 LAB NO: 112953
LOCATION: 1200 Edney St N/4
4. 00" HMAC
7.00" Brown Stabilizer
3.00" Dark Brown Clay W/rocks & gravel
3. 00" Brown Clay
HOLE #1 LAB NO: 112954
LOCATION: 716 Oakmont Ln. N E/4
7.00" HMAC
10.00" Orange Sandy Clay W/rocks & gravel
HOLE #2 LAB NO: 112955
LOCATION: 705 Oakmont Ln. N C/4
10.50" HMAC
6.50" Orange Sandy Clay W/rocks & gravel
HOLE# 3 LAB NO: 112956
LOCATION: 600 Oakmont Ln. N W/4
9.00" HMAC
8.00" Orange Sandy Clay W/rocks & gravel
HOLE# 4 LAB NO: 112957
LOCATION: 601 Oakmont Ln. N E/4
6
9.00" HMAC
4 .00" Orange Sandy Clay W/rocks & gravel
4.00" Dark Brown Clay W/gravel
HOLE# 5 LAB NO: 112958
LOCATION: 512 Oakmont Ln. N C/4
10.50" HMAC
4. 00" Orange Sandy Clay W/rocks & gravel
4.00" Dark Brown Clay W/gravel
HOLE# 6 LAB NO: 112959
LOCATION: 508 Oakmont Ln. N W/4
8.75" HMAC
4. 25" Orange Sandy Clay W/rocks & grave l
4.00" Dark Brown Clay W/gravel
HOLE# 7 LAB NO: 112960
LOCATION: 501 Oakmont Ln. N E/4
7 .50" HMAC
5.50" Orange Sandy Clay W/rocks & gravel
4.00" Brown Clay W/gravel
HOLE# 8 LAB NO: 112961
LOCATION: 400 Oakmont Ln. N C/4
8.00" HMAC
6.00" Orange Sandy Clay W/rocks & gravel
3. 00" Brown Clay W/gravel
HOLE# 9 LAB NO: 112962
LOCATION: 304 Oakmont Ln. N W/4
8. 50" HMAC
4. 50" Orange Sandy Clay W/rocks & gravel
4.00" Brown Clay W/gravel
HOLE# 10 LAB NO: 112963
LOCATION: 300 Oakmont Ln. N E/4
7.00" HMAC
5.00" Orange Sandy Clay W/rocks & gravel
5.00" Dark Brown Clay W/gravel
HOLE# 1 LAB NO: 112964
LOCATION: 900 Cameron St. E/4
5.25" HMAC
6.25" Orange Sandy Clay W/rocks & gravel
5.00" Brown Clay W/gravel
HOLE# 2 LAB NO: 112965
LOCATION: 1000 Cameron St. C/4
4.00" HMAC
6.00" Brown Stabilizer
4.00" Lt. Brown Clay W/rocks & gravel
3.00" Brown Clay
HOLE# 3 LAB NO: 112966
LOCATION: 1109 Cameron St. C/4
5.00" HMAC
6.00" Brown Stabilizer
6.00" Lt. Brown Sandy Clay W/rocks & gra vel
7
HOLE # 4 LA B NO: 11296 7
LOCATION: 1200 Cameron St. E/4
3.00" HMAC
6.00" Brown Stabil i zer
5 . 00" L t. Br o wn Clay W/roc k s & grave l
3 .00" Brown Clay
HOLE #5 LAB NO: 1 1 29 68
LOCATIO N:1224 Cameron St. C/4
3 .75" HMA C
5 .2 5" Br own S t abil i zer
4.00 " Dark Br o wn Sandy Cl a y W/rocks & grav el
3.00 " Brown Clay w/gr avel
HOLE# 6 LAB NO: 1 1 2 969
LOCATION : 1309 Cameron St W/4
4.00 " HMAC
8.00" Lt. Br own Sandy Clay W/rocks & gravel
5.00" Brown Clay w/gravel
HOLE# 7 LAB NO: 11 2 970
LOCATION : 1328 Cameron St E/4
4 .75" HMAC
6.25" Brown Stabilizer
3.00" Lt. Brown Sandy Clay W/roc k s & gravel
3.00" Brown Clay w/gravel
HOLE# 8 LAB NO : 1 1 2 9 7 1
LOCATION : 1408 Cameron St C/4
3 .50" HMAC
6.50 " Brown Stabilizer
5 .00" Lt. Brown Sandy Clay W/rocks & grav el
2.00" Brown Clay w/gravel
HOLE# 9 LAB NO: 11 2 972
LOCATION : 1505 Cameron St W/4
2 .75" HMAC
6.25" Brown Stabilizer
6 .00" Lt . Brown Sandy Clay W/rocks & gravel
3.00" Brown Clay
HOLE# 10 LAB NO: 1 12 973
LOCATION : 1532 Cameron St E/4
2 .00 " HMAC
8 .00" Lt. Br own Sandy Clay W/rocks & g r a v e l
6.00" Brown Clay w/gravel
HOLE# 1 LAB NO: 1 1 2 974
LOCATION: 2500 NE 35TH ST S/4
3 .50 " HMAC
6 .50" Tan Stabilizer
4.00" Dark Brown Clay W/roc k s & gravel
3.00" Br own Clay
HOLE# 2 LAB NO: 1 1 2 9 7 5
LOCATION: 2520 NE 35 TH ST C/4
2.75" HMAC
5.25" Tan Stabilizer
5.00" Dark Brown Clay W/rocks
4.00" Brown Clay
HOLE #3
LOCATION: 2426 NE 35TH ST N/4
2.50" HMAC
4.50" Tan Stabilizer
7. 00" Dark Brown Clay W/rocks
3. 00" Brown Clay
HOLE# 4
LOCATION: 2420 NE 35TH ST S/4
2.00" HMAC
6.00" Tan Stabilizer
6.00" Dark Brown Clay W/rocks
3.00" Brown Clay
Approval:
Ryan Jeri
Routing:
Date Tested: 8/2/10-8/12/10
Requested by: David Bowers
Tested by: Soil Lab
& gravel
LAB NO: 112976
& gravel
LAB NO: 112977
& gravel
Superintendent
Inspector
File
8
HMAC Surface Overlay (2010-15)
Blk Limits Project Name Street Limits Procedure LM CD Map
,./ 2400 -2599 NE 35TH ST W DEAD END -N SYLVANIA AVE POL 1.02 2 49Y
j 5300-5699 6TH AVE SHARONDALE ST -HAMSTED ST FMOL 0.45 9 90V
J 900 -1599 CAMERON ST HAMSTED ST -HAMSTED ST POL 1.3 9 90V
-/ 4800 -4999 DUNLAP DR HUNTING DR -RODEO ST POL 0.49 8 92E
J 1200 -1399 EDNEY ST S ADAMS ST -6TH AVE POL 0.49 9 90V
/ 6000 -7499 LAKE COUNTRY DR BOAT CLUB RD -TRAILRIDGE DR POL 3.28 7 32K
J 5200 -5399 MC CONNELL DR GORDON AVE -SOUTHWEST LOOP 820 POL 0.56 9 90Q
j 8800 -8899 ROYAL HARBOR RANDOM RD -S CUL-DE-SAC MOL 0 .12 7 31L
j 8700-8849 TOWNSHIP CT SW CUL-DE-SAC -LAKE COUNTRY DR FMOL 0.45 7 32K
j 5200 -5399 WAYSIDE AVE SOUTHCREST DR -SOUTHWEST LOOP 820 MOL 0.5 9 90P
8.66
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS (2010-15)
CITY PROJECT NO: 01594
TPW PROJECT N: C293-541200-207620159483
STI2EET BY STREET QUANTITY DETERMINATION SPREAD SHEET
w W � W A �
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Z� W a � aq'� A O� F�
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z�u�a �v� w v. v�a. A w wv�a aaa�a, ��7aa, x :rl� NvsUw
ITEM UNIT ITEM DESCRIPTION QTY (�Ty (�Ty QTy QTY C2Ty QTy QTy Q-fY G1TY
1 EA Project Designation Sign 0 0 0 0 0 0 0 I 0 0 0
2 LS Utility Adjustment 0 0 0 0 0 I 0 0 0 0 0
4 ( �F ns alol New C nicrete Curb a doGuttee Curb and Gutter 0� 74�5 � 1,3�00 1,1085 65�0 14�0 0� 2�00 10�0 5�05
5 SF Remove & Replace 6-Inch Concrete Driveway 0 720 I 1;200 600 I 220 0 0 I 120 I 0 480
6 I SF Remove & Replace 6-Inch Eexposed Aggregate Driveway 0 I 0 0 0 0 0 0 � 0 0 0
7 I SF Install New 6-Inch Concrete Driveway 0 0 I 0 I 0 0 { 0 0 I 0 0 , 0
8 SF Remove & Replace 4-Inch Concrete Sidewalk 0 I 0 100 20 80 0 0 0 0 0
9 SF Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk 0 40 0 I 0 0 , 0 � 0 I 0 0 0
10 SF Install New 4-Inch Concrete Sidewalk I 0 I 0 0 0 0 0 0 0 0 0
11 SF Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA Ramp 0 0 0 0 0 0 0 0 0 I 0
(w/ detectable warning dome-tile surface)
12 SF Install New 4-Inch ADA Wheelchair Ramp (w/ detectable warning
dome-tile surface)
13 SY Remove & Replace Existing Concrete Valley Gutter
14 SY Install New Concrete Valley Gutter I
15 EA Remove & Replace 5-Ft. Storm Drain Inlet-Top I
16 EA Remove & Replace 10-Ft. Storm Drain Inlet-Top I
17 LF 6-Inch Perforated Pipe - Sub-Drain
18 SY 8-Inch Pavement Pulverization I
19 TON 26 Ib/sy Cement Modification
20 CY Unciassified Street Excavation
21 CY Crushed Limestone I
22 CY IHMAC Pavement & Base RepairHMAC Pavement & Base Repair I
23 TON IHMAC Pavement Level Up
24 LF I Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide
25 I EA Butt Joint-Milled
26 SY +2-Inch HMAC Surface Milling
27 LF �Crack Sealing of Existing HMAC Pavement
28 ( SY 2-Inch SurFace Course Type "D" Mix I
29 EA Remove & Replace 30-Ft. Speed Cushion w/ Striping I
30 I EA Remove & Replace 40-Ft. Speed Cushion w/ Striping I
31 EA Water Valve Box Adjustment With Steel Riser I
32 EA Water Valve Box Adjustment with Concrete Collar I
33 EA Water Meter Box Adjustment ' I
34 EA Manhole Adjustment With Steel Riser I
35 EA IManhole Adjustment With Concrete Collar I
36 EA Painting House Addresses
37 SY Grass Sod Replacement I
38 EA IRe-Mobilization I
� �
Monthly Pickup of Bulky Items
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days
0
90
0
0
0
0
6,100
80
160
0
0
0
0
0
0
0
6,100
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
100
40
0
0
3,031
5,000
3,031
0
0
3
0
0
0
2
12
124
0
0
I 0
0
0
0
0
9,302
I 121
I 249
0
0
0
0
0
0
0
9,302
0
0
5
2
0
4
1
0
217
0
0
0
0
0
0
0
3,261
43
271
0
0
0
0
0
0
0
3,261
0
0
0
1
12
0
2
30
200
0
0
0
0
0
0
0
3,200
42
90
20
0
0
0
0
0
0
3,200
0 I
0 (0
1 I
0
0
2
2
108
0
0
56
0
0 (
0 (0
28,445 I
370
100
0
0
0
0
0
0 (0
28,445
0
0
0
10 I 0
0
2
0
20
0
Week of the Week of the Week of the Week of the Week of the Week of the
1st.Monday of 3rd. Monday of 3rd. Monday of 2nd. Monday 3rd. Monday 4th. Monday of
the month the month the month of the month of the month the month
Monday I Wednesday ( Wednesday ( Wednesday I Wednesday Tuesday I
Page 1 of 2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�
a
a�
���
� W O
W � O
�xa
F
�owol
3�3�
�QTY
0
0
575 i
0
360
0
0
0
0
0
0
0 0 0 0
0 30 54 ; 0 I
0 0 0 0
I 0 0 0 0 I
( 0 0 0 0
0 0 0 ' 0
� 1,800 0 0 0
I 24 0 0 0
50 I 0 0 ' 0
0 0 0 ' 0
20 15 50 I 50
I 30 10 50 � 50
1,000 635 I 0 2,040
2 I 1 0 2
0 0 3,900 0
1,500 1,500 1,500 2,200
_ 1,800 � 1,222 3,900 I '3,200
0 0 0 ; 0
0 0 0 0
2 1 5 ' 1
2 1 0 0
1 0 1 � 0
1 0 5 � 1
1 1 0 0 I
8 0 8 � 12
33 I 15 I 85 I 96 (
0 0 � 0 � 0 �
(
Week of the Week of the Week of the Week of the
3rd. Monday of 4th. Monday o 4th. Monday of 3r<i. Monday
the month the month the month of {he month
( Wednesday Tuesday I Tuesday Wednesdayl
C�TY
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QTY
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
TOTAL
0
0
5,400
0
3,700
0
0
200
40
0
0
0
230
0
0
1
0
52,108
680
920
20
235
180
3,675
5
6,931
11,700
63,461
0
0
17
18
14
11
12
72
898
0