HomeMy WebLinkAboutContract 39883M&C Review
Pagel of 2
CITY COUNCIL AGENDA
Official site of the City of Fort Worth, Texas
FORTIVORTII
COUNCIL ACTION: Approved on 1/26/2010 - Ordinance No. 19002-01-2010
DATE: 1/26/2010 REFERENCE NO.: **C-24031 LOG NAME: 20HMAC 2009-
20
— CODE: C TYPE: CONSENT PUBLIC HEARING: NO
SUBJECT: Authorize a Contract with Austin Bridge and Road, L.P., in the Amount of $969,035.00 for
Hot Mix Asphaltic Concrete Surface Overlay 2009-20 at Twenty -Four Locations and Ador
Appropriation Ordinance (COUNCIL DISTRICTS 2, 4, 5, 8 and 9)
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of $300,000,00 from the old Contract Street Maintenance Fund to the new
Contract Street Maintenance Fund;
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations by
$300,000.00 in the Contract Street Maintenance Fund from available funds; and
3. Authorize the City Manager to execute a contract with Austin Bridge and Road, L.P., in the amoun
of $969,035.00 for 150 calendar days for Hot Mix Asphaltic Concrete Surface Overlay 2009-20 at
twenty-four locations that are shown on the attached maps and list of projects.
DISCUSSION:
In the Fiscal Year 2009 Contract Major Maintenance Program various types of street maintenance
techniques are grouped into specific contract packages. Hot Mix Asphaltic Concrete (HMAC) Surface
— Overlay 2009-20 at 24 locations provides for surface and base rehabilitation, curb and gutter and val
gutter replacements for asphalt streets funded from 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 contr
award.
This project was advertised for bid on August 27, 2009, and September 3, 2009, in the Fort Worth Si
Telegram. On September 24, 2009, the following bids were received:
„r Bidders Amot
Austin Bridge and Road, L.P. $969,035.
JLB Contracting, LLC $1,023,092.
Advanced Paving Company $1,028,995.
Peachtree Construction, Ltd. $1,058,595.
APAC-Texas, Inc. $1,225,100.
Austin Bridge and Road, L.P., is in compliance with the City's MM/BE Ordinance by committing to 2(
percent M/WBE participation. The City's goal on this project is 20 percent.
i These projects are located in COUNCIL DISTRICTS 2, 4, 5, 8 and 9.
101
http://apps.cfwnet.org/council_packet/mc_review.asp?ID=12632&councildate=l/26/2olIOnIn
M&C Review
Page 2 of 2
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that upon approval of the above
recommendations and adoption of the attached appropriation ordinance, funds will be available in tho
current capital budget, as appropriated, of the Contract Street Maintenance Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
2) C293 541200 204620138983 $300,000.00 3) C293 541200 204620138983 $969.035.0
2) C293 476093 204620138983 $300.000.00
GS93 538040 020930579010 $300.000.0
Submitted for Citv Manacier's Office bv: Fernando Costa (6122)
Originating Department Head: William Verkest (8255)
Additional Information Contact: Andy Anderson (8648)
ATTACHMENTS
20HMAC 2009-20 AO.doc
MAP 2009-20_01.Ddf
MAP 2009-20 02.pdf
MAP 2009-20_03.pdf
hiin:/faovs_cfwnet-org/c:ouncil._packet/mc-review.asp?ID=l2632&councildate=l/26/2010 2/l/2010
w
r�
w
Nw
a&
d"
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HMAC SURFACE OVERLAY (2009-20)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
CITY PROJECT NO. 01389
TPW PROJECT NO. C293-541200-204620138983
NAJI ARES,E. DATE
INFRASTRUCTURE MANAGER
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
DAVID TOWNSEND, �.
ENGINEERING MANAGER WATER DEPARTMENT
DATE
TABLE OF CONTENTS
1.
Notice to Bidders
2.
Special Instructions to Bidders
3.
Minority 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 (2009-20)
CITY PROJECT NO. 01389
TPW PROJECT NO. C293- 541200-204620138983
Submit package to City of Fort Worth, Purchasing Division, in the lower level of the Municipal Building, 1000
Throckmorton, Fort Worth, Texas 76102 until 1:30 P.M., Thursday, September 24, 2009, and then publicly
MP 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. Wednesday September 9, 2009, 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:
1,300 L.F. 7-inch Concrete Curb and Gutter
22,500 S.Y. 8-inch Pavement Pulverization
280 TON Cement Modification (26 Ibs/SY)
28,000 L.F. Pavement Wedge Milling (2" to 0" Depth, 5' Wide)
74,000 S.Y. 2-inch HMAC Surface Course Type "D" Pavement
Included in the above will be all other miscellaneous items of construction as outlined in the Plans and
Specifications.
For additional information, please contact Riad Nusrallah, Street Program Manager at (817) 392-2729.
DALE A. FISSELER, P.E.
CITY MANAGER
Advertising Dates:
August 27, 2009
September 3, 2009
WILLIAM A. VERKEST, P.E., DIRECTOR
TRANSPORTATION AND PUBLIC WORKS
DEPARTMENT
By: r�'OV1
Riad Nusrallah, RE
Street Program Manager
..
SPECIAL INSTRUCTIONS TO BIDDERS
] . 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
low 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.
r
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-
2729. Bids that do not acknowledge all applicable addenda will be rejected as non-
responsive.
SPECIni. INS (RUCTIONS I'U BIDDERS
-E-
.r
4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest
responsive bidder. The City reserves the right to reject any or all bids and waive any or
all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City
business days from the date that the M/WBE UTILIZATION FORM, PRIME
CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") is received by the City.
5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder
entering into a contract for the work will be required to give the City surety in a sum
equal to the amount of the contract awarded. The successful bidder shall be required to
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
x 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
..
MW SPECIAL INSTRUCTIONS TO BIDIARS
-2.
ow
the contractor to that effect and the contractor shall immediately provide a new surety
Im satisfactory to the City
6. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General
Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain
Construction of the City of -Fort Worth, Texas, concerning liquidated damages for late
completion of projects.
7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not
M, discriminate against any person(s) because of sex, race, religion, color or national origin
and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of
the City of Fort Worth (1986), as amended, prohibiting discrimination in employment
lkm practices.
8 WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain
.� Construction is deleted and replaced with the following:
TW
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,
Im 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.
VW 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 31 st day
after the date the City receives the information, as to whether good cause exists to
believe that the violation occurred. The City shall notify in writing the contractor
or subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the contractor or
subcontractor has violated Chapter 2258, the City shall retain the full amounts
claimed by the claimant or claimants as the difference between wages paid and
r SPECIAL. INSTRUCTIONS TO BIDDERS
- 3 -
wages due under the prevailing wage rates, such amounts being subtracted fron
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 Govemmen
Code, including a penalty owed to the City or an affected worker, shall be
submitted to binding arbitration in accordance with the Texas General Arbitration
Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and
any affected worker do not resolve the issue by agreement before the 15th day
after the date the City makes its initial determination pursuant to paragraph (c)
above. If the persons required to arbitrate under this section do not agree on an
arbitrator before the 1 lth day after the date that arbitration is required, a district
court shall appoint an arbitrator on the petition of any of the persons. The City is
not a party in the arbitration. The decision and award of the arbitrator is final and
binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained.
The contractor and each subcontractor shall, for a period of three (3) years
following the date of acceptance of the work, maintain records that show (i) the
name and occupation of each worker employed by the contractor in the
construction of the work provided for in this contract; and (ii) the actual per diem
wages paid to each worker. The records shall be open at all reasonable hours for
inspection by the City. The provisions of the Audit section of these contract
documents shall pertain to this inspection.
F. Pay Estimates.
With each partial payment estimate or payroll period, whichever is less, the
M r• contractor shall submit an affidavit stating that the contractor has complied with
the requirements of Chapter 2258, Texas Government Code.
aG. Posting of Wage Rates.
The contractor shall post the prevailing wage rates in a conspicuous place at the
%W site of the project at all times.
H. Subcontractor Compliance.
ow
The contractor shall include in its subcontracts and/or shall otherwise require all
�+ of its subcontractors to comply with paragraphs (a) through (g) above.
r
1. (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
k i
SPECIAL INSTRUCTIONS TO BIDDERS
.a.
41
prepared by an independent Public Accountant holding a valid permit issued by an
appropriate State Licensing Agency.
10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor
must provide, along with executed contract documents and appropriate bonds, proof of
insurance for Workers Compensation (statutory); Comprehensive General Liability
($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance
($1,000,000 each accident on a combined single basis or $250,000 property
damage/$500,000 bodily injury per person per occurrence. A commercial business
policy shall provide coverage on "any auto", defined as autos owned, hired, and non -
owned). Additional lines of coverage may be requested. If such a request is made after
bid opening, Contractor shall be entitled to additional compensation equal to 110% of the
additional premium cost. For worker's compensation insurance requirements, see Special
M Instructions to Bidders - Item 16.
ADDITIONAL INSURANCE REOUIREMENTS:
A. The City, its officers, employees and servants shall be endorsed as an additional
insured on Contractor's insurance policies excepting employer's liability insurance
coverage under Contractor's workers' compensation insurance policy.
B. Certificates of insurance shall be delivered to the City of Fort Worth, contract
administrator in the respective department as specified in the bid documents, 1000
Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on
the contracted project.
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
L coverage.
1-1. Workers' compensation insurance policy(s) covering employees employed on the
project shall be endorsed with a waiver of subrogation providing rights of
o SPECIAL, INSTRUCTIONS TO BIDDERS
bw
MW recovery in favor of the City.
1. 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
-M required herein.
M. Upon the request of City, Contractor shall provide complete copies of all
insurance policies required by these contract documents.
11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the
City of Fort Worth will not award this contract to a non-resident bidder unless the non-
resident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
non-resident bidder to obtain a comparable contract in the state in which the non-
resident's principal place of business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in
this state, but excludes a contractor whose ultimate parent company of majority
owner has its principal place of business in this state.
"Texas resident bidder" means a bidder whose principal place of business is in this
state, and includes a contractor whose ultimate parent company or majority owner
has its principal place of business in this state.
This provision does not apply if the project is funded in whole or in part with federal
funds.
The appropriate blanks of the ProVW posal 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.
r< A
'W SPI-XIAL INSTRUCTIONS TO BIDDERS
4
CJ
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. in. 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
WAV 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.
w
Throughout the duration of this project, the Contractor comply with the M/WBE
Ordinance by complying with the following procedures:
• A M/WBE Participation Report Form must be submitted monthly until the contract is
completed. The first report will be due 30 days after commencement of work. The
monthly report MUST have an original signature to ensure accountability for audit
purposes.
• Reports are to be submitted monthly to the M/WBE Office, regardless of whether or
not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a
particular month, place a "0" or "no participation" in the spaces provided, and provide
a brief explanation.
• The Contractor shall provide the M/WBE Office proof of payment to the M/WBE
subcontractors and suppliers only. The M/WBE Office will accept the following as
proof of payment:
1. Copies of submitted invoices with front and back copies of canceled check(s), OR
2. A notarized letter explaining, in detail:
a Subcontractor/supplier Scope of Work
b. Date when services were received from subcontractor/supplier
c. Amounts paid to the subcontractor/supplier
d. Original signatures from both parties must be included on this letter.
SPECIAL, Ms'rRUCTIONS TO BIDDERS
--7
• 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 Revort 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)
`r 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.
0513. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the
proposal, the City reserves the right to adopt the most advantageous construction thereof
or to reject the proposal.
14. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND,
WARRANTY:
TM a. The contractor will receive full payment (less 5% retainage) from the city for each pay
lmw period.
VW
'~ SPECIAL INSTRUCTIONS TO BIDDERS
r/
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 pfogress payment in the amount that city deems due and payable.
g. In the event of a dispute regarding either final quantities or liquidated damages, the
parties shall attempt to resolve the differences within 30 calendar days.
15. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the
following guidelines relating to working on City construction sites on days designated as
"AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the
Metroplex area, runs from May 1, through October 31, with 6:00 a.m. - 10:00 a.m. being
critical because emissions from this time period have enough time to bake in the hot
atmosphere that leads to early 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 bep-in work prior to 10:00 a.m, if use of motorized
equipment is less than 1-hour, or if equipment is new and certified by EPA as "Low
Emittiniz", 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
M betwcen 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 "rO BIDDERS
_q.
.. 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.
,w 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.
MW "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.
`w E. The contractor shall obtain from each person providing services on a project, and
provide to the City:
VW (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
MW 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.
,.
4W SPECIAL. INSTRUCTIONS TO BIDDERS
-`in.
r%l
%W
F1rvw
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.
1. The contractor shall contractually require each person with whom it contracts to
provide services on a project, to:
(1) provide coverage, based on proper reporting on classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) for all of its employees
providing services on the project, for the duration of the project;
(2) provide to the contractor, prior to that person beginning work on the project, a
certificate of coverage showing that coverage is being provided for all employees
of the person providing services on the project, for the duration of the project;
(3) provide the contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(4) obtain from each other person 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;
r (5) retain all required certificates of coverage on file for the duration of the project
h6. 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
4..
�" SPECIAL INSTRUCTIONS TO BIDDERS
.. (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
■ R 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
A" 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.
..
r.
%W
"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 131DDERS
1i
VW
.. 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.
warrants that it will fully comply with the Policy and will defend, indemnify
ity harmless against any and all claims or allegations filed by third parties
r arising out of Contractor's alleged failure to comply with the Policy in the
e of this contract.
[NATION DUE TO DISABILITY: In accordance with the provisions of the
with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not
discriminate on the basis of disability in the provision of services to the
fic, nor in the availability, terms or conditions of employment for applicants
ment with, or current employees of, Contractor. Contractor warrants that it
omply with the ADA's provisions and any other applicable federal, state, or
concerning disability and will defend, indemnify and hold City harmless
and all claims or allegations filed by third parties against City arising out of
s alleged failure to comply with the ADA in the performance of this contract.
END OF SECTION
SPECIAL INSTRUCTIONS ro BIDDERS
12
FORT WORTH
" City of Fort Worth
..
Minority and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the MIWBE goal is _applicable:
If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable.. .
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business
Enterprises (MIWBE) in the procurement of all goods and services to the City on a contractual basis. All requirements
and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid.
MMBE PROJECT GOALS
The City's MIWBE goal on this project is _ �% of the total bid (Base bid applies to Parks and Community Services),
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by
either of the following:
1. Meet or exceed the above stated M/WBE goal, or
2. Good Faith Effort documentation, or;
3. Waiver documentation, or;
4. Joint Venture.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered res un ive to the specifications_ " 1 is r 1 4' 'E3B` ii` _ a#'
ap
W r� i try :� a7 e- o e. e.
1. Subcontractor Utilization Form, if goal is I received by 5:00 p.m., five (5) City business days after the bid
F ti„ met or exceeded: J opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if participation is less than opening date, exclusive of the bid opening date.
stated goal:
r 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if no M/WBE participation: I opening date, exclusive of the bid opening date.
I 14. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid
perform all subcontracting/supplier work: opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
to met or exceed goal. I , opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDEREOD
low NON -RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the MIWBE Office at (817) 392-6104.
Rev. 11/1/05
.0/ Jv/ 4VUV UU.40 rAA 414 ayo IJya AIJ&JK hb'1'1rdA'1LNG 19002
]FORT WORTH
City of Fort worth
Subcontractors/Suppliers Utilization Form
.. PRIME COMPANY NAME:
PROJECT al
E:
Zooq-7 a Dvc�lc�
I Citys MIWBE Project Goal: Prime's MiWBE Project Utilization:
ZO %
2,0 %
I
ATTACHMENT to
Page 1 of 4
t heck applicable block to describe prime
—MW/DBE I ✓� NON-M/W/DBE
BIb DATE
9/zy/o�
PROJE T NUMBER
C 2,13 - Sy I Zoo -u,y (.X413 89t,3
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid, opening, exclusive of bid opening date,
WIN i
will result in the bid being considered non -responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MWBE 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 fqr consideration of disqualification and will result in the
bid being considered non -responsive to bid specifications
MIWBEs 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 111 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 bonafiide 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 MMBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The MNVBE may lease
trucks from another M1WBE firm, including M/WBE owner -operators, and receive full MNVBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner -operators, but will only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease agreement.
Rev. 5130103
ua/ au/ cuuy uy: v1, VaA Z14 oyo /ayo
Ali&H 1JNTIMATING
16 003
'r
1
ATTACHMENT I
FoRrWoRni
Page 2 of 4
Primes are required to Identify ALL subcontradorstsuppllers, regardless of status; i.e., Minority, Women and non-MJWBEs.
Please list MWVBE firms first, use additional sheets if necessary.
CerUfleation
N
0
• SUBCOWMACTOR/SUPPLIER
T
(check one)
N T
^
Detail Detail
Company Name
Address
I
e M W e X
M
Subcontracting Work Supplies Purchased
Dollar Amount
Tslephone/Fax
r B a R o
a
..
E E C T
E
A
�a
Zqzt G.-t.K I
- r'+ tJ,,4l. Tjr 71.11e
l41)-d.8-(- 744.f
p.(1 -2ey - 7v fkKl
V
..r ,.. loi N, l�c��s ii r..
I
Ngf'l kly'r f.S
)
IZoctc.,c.l(, 7?r
I
i iof, S12,(o'
q(,I- (,oe- W-q5
�.. IL-7z.- ��, ,zti9
• pJ Q o„� 7 9 S9
v.. b11• Bv)- to9Q i�iirrl
�� sa r•• � Irk -
PO NOX
7(-L1.2
u
�
Iic„1 M�J1,��
Sdkt �ti G�� ►li:�c
�Ja
�,
�13 /0�
Doi .y 7X
✓
9�L780 - 9,DqY
993YJ
I
_
3F11;PN
� �clf*I► j
Po fliv IS3 to
,/.,i.,, r)r 154%S
L- 1 1 N— p S y 3
Rev. 5/30103
11L.710-11,41
UaioU/ZUUU UU:44 NAA Z14 bUb YJUb AB&K ESTIMATING
16004
ATTACHMENT 1A
FORTWORTH
Page 3 of 4
Primes are required to identify Al subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list MIWSE firms first, use additional sheets If necessary.
colli iatlon 1
(chedrone) c
SUBCONTRACTORISUPPLIER T r
Company Name 1 N T Detail Detail
Address I M yy C X I Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B R o f
E E C T F
A
Rev. 5130103
U9i3U/ZUU9 U9:45 FAX 214 596 7395 AB&R ESTIMATING
Q 005
91
I
ATTACHMENT IA
FORT WORTH Pape 4 or 4
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ %q 3, ,B 0-7 6�
Total Dollar Amount of Non-MfWBE Subcontractors/Suppliers $ °0
13-7 /6 S "
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 33 C)9q Z `03
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/Addlflon. 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 deletion will affect the committed
MNVBE 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
MM/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.
Authorized Signature �._,•�itiifs� �a���lcii
Director of Estimating
Austin Bridge & Road, Inc.
nne uenerai t�artner
r
Company Nami '
6330 Commerce Drive, Suite 150
Irving, Texas 75063
Address
cityfstatefzip
Michael Landen
Director of EstlmatlnQ
pridS1pnatiftstin Bridge & Road, Inc.
General Partner
contact NameMlle (if different)
(2,-i) 5VC,--730-0
Telephone and/or Fax
Email Address
Oats
9 / zq lov
Rev. 5/30/03
i
ATTACHMENT 1A
Page 1 of 4
FORT WORTH
ti.
PRIME COMPANY NAME:
PROJECT NAME:
City of Fort Worth
Subcontractors/Suppliers Utilization Form
Check applicable block to describe prime
M/W/DBE I I NON-WW/DBE
DATE
City's M/WBE Project Goal: Prime's M1WBE Project Utilization: PROJECT NUMBER
% I %
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid, opening, exclusive of bid opening date,
will result in the bid being considered non -responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the 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 consideration 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" tier, a payment by a subcontractor to
.� its supplier is considered 2"d tier
1. 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
'w 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).
r.
If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including 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 only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease agreement.
Rev. 5/30/03
i
am ATTACHMENT 1A
FORT WORTH Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/W
Please list MNVBE firms first, use additional sheets if necessary.
Certification N
(check one) °
SUBCONTRACTOWSUPPLIER T n
Company Name i N T Detail Detail
Address M W C X M Subcontracting Work Supplies Purchased Dollar
.� r T D Telephone/Fax R O B
E E
I C T E
A
w
Vw
�r
Rev. 5/30/03
"" ATTACHMENT 1A
FORT WORTH Page 3 of 4
Primes are required to identify ALL subcontractors/suppiiers, regardless of status; i.e., Minority, Women and non-M/W BEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification ?
(check one) C
SUBCONTRACTOR/SUPPLIER T r
Company Name i N T Detail Detail
Address I M W C x i Subcontracting Work Supplies Purchased Dollar Amount
TelephonelFax r B B R o f
E E C T E
A
�r
Mi
Rev. 5/30/03
VW ATTACHMENT 1A
FORT WORTH Page 4 of 4
aw
Total Dollar Amount of M/WBE Subcontractors/Suppliers $
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $
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 deletion will affect the committed
IVINVBE 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.
vow Authorized Signature Printed Signature
"" Title Contact Name/Title (if different)
V" Company Name Telephone and/or Fax
Address E-mail Address
City/State/Zip Date
"W
Rev. 5/30/03
MW
ATTACHMENT 1 B
FORT WORTH Page 1 of 1
- City of Fort Worth
ow
Prime Contractor Waiver Form
PRIME COMPANY NAME: I Check applicable block to describe
prime
M/W/DBE NON-M/W/DBE
PROJECT NAME: I
BID DATE
City's M/WBE Project Goal: I PROJECT NUMBER
If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATTACHMENT 1C. This form is only applicable if bath answers are yes.
Failure to complete this:forin in its ent1retyand be.. receive&by the ill jnapartq De a(tmer.t on or before 5:00
p m:c five (5) City busines�5 d�Ys after=bid agefiinq exclusive of the bid opening date, will result in the bid
being conswderetl;non-responsive to bid specifications,
Will you perform this entire contract without subcontractors?
i YES
If yes, please provide a detailed explanation that proves based on the size and scope of this project, I NO
this is your normal business practice and provide an operational profile of your business._ _
Will you perform this entire contract without suppliers? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this project,
this is your normal business practice and provide an inventory profile of your business. NO
The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including M/WBE(s) on this contract, the payment therefore
and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The bidder also
agrees to allow an audit and/or examination of any books, records and files held by their company that will
substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of
the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or
debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State
or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from participating in City work for a
period of time not less than one (1) year.
Authorized Signature Printed Sloature
Title Contact Name Of different)
Company Name Phone Number Fax Number
Address Email Address
City/State0p Date
Rev. 5/30/03
FORT WORTH
PRIME COMPANY NAME:
PROJECT NAME:
City's M/WBE Project Goal:
City of Fort Worth
Good Faith Effort Form
PROJECT NUMBER
ATTACHMENT1C
Page 1 of 3
Check applicable block to describe
prime
MNV/DBE I I NON-M/W/DBE
BID DATE
If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your
DBE participation is less than the City's project goal, you must complete this form. I
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or
knowing misrepresentation the facts or intentional discrimination by the bidder.
Failure to complete this form, in its entirety with supporting documentation, and received by the
Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid
opening date, will result in the bid being considered non -responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity) for the completion of this
project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES
OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the
2"" tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
.=M
..
W
11111111110
aw
ATTACHMENT 1C
Page 2of3
2.) Obtain a current (not more than three (3) months old from the bid open date) list of M/WBE
subcontractors and/or suppliers from the City`s M/WBE Office.
Yes
No
Date of Listing
3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
opened?
Yes (If yes, attach MIWBE mail listing to include name of firm and address and a dated copy of letter mailed.)
No
4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
Yes (If yes, attach list to include name of M/WBE firm, Person contacted, phone number and date and time of contact.)
No
NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile
is used, attach the fax confirmation, which. is to provide M/WBE name, date, time, fax number and
documentation faxed.
NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the
bidder must contact the entire list to be in compliance with .questions 3 and 4. If the list of M/WBEs for a
particular subcontracting/supplier opportunity is ten (10) or more, the bidder .must contact at least two-
thirds (2/3) of the list within such area of opportunity, but not less than ten to be in compliance with
questions 3 and 4. J
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
plans and specifications in order to assist the M/WBEs?
Yes
No
6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in
the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any
supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide
.. dispute concerning quotes, the bidder will provide for confidential in -camera access to and inspection
of any relevant documentation by City personnel.
Le
(Please use additional sheets, if necessary, and attach.)
Company Name Telephone Contact Person Scope of Work Reason for Rejection
L.
aw
ATTACHMENT 1C
' Page 3 of 3
w
,w ADDITIONAL INFORMATION:
r-
Please provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE participation on this project.
W. r
•♦
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
I. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the M/WBE(s) listed
was/were contacted in good faith. It is understood that any M/WBE(s) listed in
Attachment 1 C will be contacted and the reasons for not using them will be verified by
the City's M1WBE Office.
Authorized Signature Printed Signature
Title Contact Name and Title (if different)
Company Name Phone Number Fax Number
Address Email Address
.r
City/State/Zip Date
r
.w
ililim ftov. 1)5134103
ftp
MW
h
aw
ar
Joint Venture
Page 1 of 3
FORT WORTH
Name of City project:
CITY OF FORT WORTH
Joint Venture Eligibility Form
All questions must be answered, use "NA" if applicable.
A joint venture form must be completed on each project
RFPBid/Purchasing Number:
1. Joint venture information:
Joint Venture Name:
Joint Venture Address:
(If applicable)
Telephone: Facsimile: E-mail address:
Cellular:
Identify the firms that comprise the joint venture:
Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the
joint venture
M/WBE firm Non-M/WBE
name: firm name:
Business Address: Business Address:
City, State, Zip: City, State, Zip:
Telephone Facsimile E-mail Telephone Facsimile
Cellular Cellular
Certification Status: E-mail address
M M� w.4ySyrc �ttaer�t� r� cam" t Fs�-:�*t
Name of Certifying Agency: ���~���r� � �, � ,�; � ��t �, �: �� ,
� 3..skS -5�5'; d�.. �d ;?{s�q�., �14 .9:�f?L it. CTi Se'c� T rr.
2. Scope of work performed by the Joint Venture:
Describe the scope of work of the NINME:
Describe the scope of work of the non-MfWBE:
Joint Venture
Page 2 of 3
3. What is the percentage of MlWBE participation on this joint venture that you wish to be counted toward
meeting the project goal?
4. Attach a copy of the joint venture agreement.
5. List components of ownership of joint venture: (Do not complete ifthis information is described in joint venture agreement)
r. Profit and loss sharing:
Capital contributions, including
equipment:
Other applicable ownership interests:
6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day
management and decision making of the joint venture:
6' Financial decisions
kk (to include Account Payable and Receivable):
f Management decisions:
a. Estimating
---------------------------------------------
b. Marketing and Sales
--------------------------------------- - - - - -- -
c. Hiring and Firing of management
personnel
.` ---------------------------------------------
d. Purchasing of major equipment
and/or supplies
-� Supervision of field operations
The City's Minority and Women Business Enterprise Office will review your joint venture submission and
will have final approval of the M/WBE percentage applied toward the goal for the project listed on this
+, form.
NOTE:
From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar
amounts/percentages change from the originally approved information, then the participants must inform the City's
M/WBE Office immediately for approval. 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 City's MMBE Ordinance.
ow
Rev. 5130103
Joint Venture
Page 3 of 3
AFFIDAVIT
The undersigned affirms that the foregoing statements are true and correct and include all material information
necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall
agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments
herein.
The City also reserves the right to request any additional information deemed necessary to determine if the joint
venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds
for termination of the eligibility process.
The undersigned agree to permit audits, interviews with owners and examination of the books, records and files
of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this
provision shall result in the termination of any contract, which may be awarded under the provisions of this joint
venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false
statements or willful misrepresentation of facts.
Name of M/WBE firm Name of non-M/WBE firm
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Title Title
Date Date
Notarization
State of County of
On this day of 20 , before me appeared
and
to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were
properly authorized to execute this affidavit and did so as their free act and deed.
Notary Public
Print Name
Notary Public
Signature
Commission Expires (seat)
ow
Rev. 5/30/03
1
1
9
9
7
7
OEM
P R O P O S A L
TO: CITY OF FORT WORTH
PURCHASING DIVISION
1000 THROCRMORTON ST
FORT WORTH, TEXAS 76102
FOR: H.M.A.C. SURFACE OVERLAY (2009-20)
AT VARIOUS LOCATIONS
CITY PROJECT NO. 01389
TPW PROJECT NO. C293- 541200-204620138983
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 (t) 25% of the contract award. The contractor is not entitled
to any additional compensation or renegotiation of individual pay item bid prices.
Upon acceptance of this proposal by the City Council, the bidder is bound to
execute a contract and furnish Performance, Payment and Maintenance Bonds
acceptable to and approved by the City of Fort Worth for performing and
completing the said work within the time stated and for the following sums,
to -wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH
ITEM ITEM OUANTITY BID PRICES WRITTEN IN WORDS
S.P. 1 2 EA. Project Designation Sign @
Two Hundred Dollars
& No Cents Per Each
S.P. 2 LUMPSUM Utility Adjustment @
Six Thousand Dollars
& No Cents Per L.S.
104 3 1,300 L.F. Remove and Replace Concrete Curb &
502 Gutter @
S.P. Tl. �\ U f CIO Dollars &
�S�'sw J
-r " Cents Per L.F.
P-1
UNIT TOTAL
PRICE AMOUNT BID
$200.00 $400.00
$6.000.00 $6,000.00
2 3 q- Z`t. �o�,
F"
SPEC
PAY
APPROX.
DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM
OUANTITY
BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT BID
502
4
50 L.F.
New Concrete Curb & Gutter @
S.P.
/wr•.V "we Dollars&
Cents Per L.F.
°J
2I
Ios�
104
5
1,100 S.F.
Remove and Replace 6-Inch
504
Concrete Driveway @
S.P.
S%Ir Dollars &
N Cents Per S.F.
(.U�
104
6
100 S.F.
Remove and Replace 6-Inch
504
Exposed Aggregate Concrete
S.P.
Driveway @
Seve a, Dollars &
o�
i O 0-
a •> Cents Per S.F.
504
7
100 S.F.
New 6-Inch Concrete Driveway @
S.P.
Dollars &
�•+r•. �h �, ve Cents Per S.F.
v
y
104
8
100 S.F.
Remove and Replace 4-Inch
504
Concrete Sidewalk @
S.P.
71-.1 1 Dollars &
S o
Cents Per S.F.
J
104
9
100 S.F.
Remove and Replace 4-Inch
504
Exposed Aggregate Sidewalk @
S.P.
X Dollars &
_•
_
Cents Per S.F.
oo�
u
504
10
100 S.F.
New 4-Inch Concrete Sidewalk @
S.P.
T4 / << Dollars &
{� ��•/ Cents Per S.F.
Sj
'
3lv-
104
11
100 S.F.
Remove Existing Wheelchair Ramp and
504
Install Standard 4-inch ADA Wheelchair
S.P.
Ramp (with detectable warning Dome -
Tile surface) @
Dollars &
J
jj
0 o
O
6 Cents Per S.F.
v
P-2
SPEC
PAY
APPROX.
DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM
OUANTITY
BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT BID
504
12
100 S.F.
New 4-Inch ADA Wheelchair
S.P.
Ramp (with detectable warning
Dome -Tile surface @
S, X Dollars &
/ So
o.
%W. Cents Per S.F.
(OSv
r
104
13
100 S.Y.
Remove and Replace Existing Concrete
360
Valley Gutter @
S.P.
)7a.1� -(o�, Dollars &
"'I.
G,
-is ti 0 Cents Per S.Y.
yyo 0
360
14
180 S.Y.
New Concrete Valley Gutter @
S.P.
� �:��y ; N l Dollars &
r o Cents Per S.Y.
goo
o
7oZo
$
$
S.P.
15
5 EA.
Remove and Replace 5-Ft Storm
Drainage Inlet Top @
Dollars &
Cents Per Each
S.P.
16
1 EA.
Remove and Replace 10-Ft Storm
Drainage Inlet Top @
A A����r� Dollars &
Cents Per Each
$ .3 / o
$
402
17
100 L.F.
6-Inch Subdrain Pipe @
500
620
Zw rM v Dollars &
S.P.
+` a Cents Per L.F.
$ Z, o --
$
'Zo a
275
18
22,500 S.Y.
8-Inch Pavement Pulverization @
S.P.
(.v Dollars &
L' F 1 Cents Per S.Y.
Z
275
19
280 Tons
Cement Modification (26 lbs/sy) @
S.P.
01) Dollars &
Cents Per Ton
$ S J'—
$
4/ Z a
P-3
SPEC
PAY
APPROX.
DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM
OUANTITY
BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT BID
106
20
50 C.Y.
Unclassified Street Excavation @
S.P.
/wa. f ` Dollars &
00 �1 Cents Per C.Y.
$
$
�-
�OG�
247
21
75 C.Y.
Crushed Limestone @
S.P.
�^
t V Dollars &
•s + Cents Per C.Y.
$
300
22
500 C.Y.
Asphalt Pavement and Base Repair @
310
OR t 4 `' 4n 16%. Dollars &
340
S 0
►^ Cents Per C.Y.
300
23
150 Tons
HMAC Pavement Level -Up @
310
C',S ( �� Dollars &
340
3 0
Cents Per Ton
$
�� -
$
_
/z a -
S.P.
24
28,000 L.F.
Pavement Wedge Milling 2-Inch to 0-
Inch Depth, 5.0 Ft Wide @
04 Dollar &
ot•' Cents Per L.F.
$
S.P.
25
40 EA.
Joint Milling @
??Butt
/ iiif lirK,�i� /w p J r%,RDollars&
K Cents Per Each
$
3ZS
$
4oaa
S.P.
26
300 S.Y.
2-Inch-Surface Milling @
�c Dollars &
Cents Per S.Y.
$
J
3 -
$-
o0
S.P.
27
11,000 S.Y.
5-Inch HMAC Surface Milling @
Tw ` Dollars &
Z
(i 40, Cents Per S.Y.
$
P-4
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH
ITEM ITEM OUANTITY BID PRICES WRITTEN IN WORDS
300 28
S.P.
300 29
310
340
S.P.
300 30
310
340
S.P.
S.P. 31
S.P. 32
450 33
S.P.
406 34
450
S.P.
28,000 L.F. Crack Sealing of Existing Pavement @
UNIT TOTAL
PRICE AMOUNT BID
AIL)
Dollars &
So
,/', � ) Cents Per L.F.
.J
74,000 S.Y.
2-Inch HMAC Surface Course
Type "D" Mix @
S X Dollars &
4vc Cents Per S.Y.
$ �v
$
S o CD —
10,500 S.Y.
Pavementd— 3-Inch Base Course Type
"D" Mix @
C,S
f Dollars &
Cents Per S.Y.
7 s
1 EA.
Removal and Replacement of 30-Ft
HMAC Speed Cushion w/stripping @
Tie- /1 11 roc lt.n„/r.�f Dollars &
0 Cents Per Each
$ Z 3 C
$
Z 7"
1 EA.
Removal and Replacement of 40-Ft
HMAC Speed Cushion w/stripping @
%Zr.t Dollars&
"N Cents Per Each
$ 1 o c t',
$
—?oz. o
40 EA.
Water Valve Box Adjustment
With Steel Riser @
04r 4-4'/-c -� Le Dollars &
% ZD �—
4/ U u
� o Cents Per Each
$
$
10 EA.
Water Valve Box Adjustment
With Concrete Collar @
-F El
i
h Dollars&
Cents Per Each
$ 2SJ
$ 3
P-5
SPEC
PAY
APPROX.
DESCRIPTION OF ITEMS WITH
UNIT
TOTAL
ITEM
ITEM
OUANTITY
BID PRICES WRITTEN IN WORDS
PRICE
AMOUNT BID
S.P.
35
2 EA.
Water Meter Box Adjustment @
71i rc 4 r/� Dollars &
Cents Per Each
$ J S O,
$ % 0 Q J
450
36
40 EA.
Manhole Adjustment With
S.P.
Steel Riser @
%+✓o ��n./il,� ��� Dollars &
., J
Cents Per Each
$ ZS o
$ l� day
406
37
10 EA.
Manhole Adjustment With
450
Concrete Collar @
S.P.
Al,►e Dollars &
UJ
,10 Cents Per Each
UJ
$ g0J
�
$ O
S.P.
38
20 EA.
Painting House Curb Addresses @
�r��, ✓cc� Dollars &
"Q0 Cents Per Each
$ / i
S.P.
39
1,500 S.Y.
Grass Sod Replacement @
filVe Dollars &
A J
Cents Per S.Y.
$ S
$
S.P.
40
3 EA.
Re -Mobilization @
Five hundred Dollars &
No Cents Per Each
$ 500.00
$ 1,500.00
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 fifty (150) Calendar Days from and after the date for
commencing work as set forth in the written Work order to be issued by the Owner,
and to pay not less than the "Prevailing Wage Rates for Street, Drainage and
Utility Construction" as established by the City of Fort Worth, Texas.
Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid,
1 the undersigned will execute the formal contract and will deliver an approved
Surety Bond for the faithful performance of this contract. The attached deposit
s, check in the sum of 37. 6411
Dollars ($ )
is to become the property of the City of Fort Worth, Texas, or the attached
Bidders Bond is to be forfeited in the event the contract and bond are not
executed within the time set forth, as liquidated damages for delay and
additional work caused thereby.
The Contractor shall mobilize within ten (10) calendar days of the notice given by
the Construction Engineer for any of the locations. If the contractor fails to
i begin the work within ten (10) calendar days, a $200 dollars liquidated_ damage will
be assessed per Block per day.
I (we) acknowledge receipt of the following addenda to the plans and
specifications, all of the provisions and requirements of which have been taken
into consideration in preparation of the foregoing bid:
Addendum No. 1 (Initials)
Addendum No. 2 (Initials)
Addendum No. 3 (Initials)
r
(Seal)
Date: y'2`r (0q
Respectfully submitted,
AUSTIN BRIDGE & ROAD, LA
Company 11 *vhael Landen
Director of Estimating
By: Austin Bridae & Road, Inc.
Genera( Partner
Signature
Printed Nameof Pr Austin �rl ge & Road, LP
Address: O..I:.150
T vP. 1nP'V n
E-mail Addre>; t��,�='���� - -;,.d. cn,
Telephone: l `�-i� 5C46— 73co
P-7
EM
SPECIAL PROVISIONS
FOR: H.M.A.C. SURFACE OVERLAY (2009-20)
AT VARIOUS LOCATIONS
CITY PROEECT NO.01389
TPW PROJECT NO. C293-541200-204620138983
1. SCOPE OF WORK:
The work covered by these details and specifications consists of the removal (only) of all existing
traffic buttons, removal and replacement of existing concrete curb and gutter and driveways and
existing base repair and the addition of a new surface layer of H.M.A.C. for those streets designated
as Mill Overlay (MOL). For those streets designated as Pulverized Overlay (POL), the work consists
of the same removal and replacement items as described above, surface 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 be in 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
r
SP-1
contractor is not entitled to any additional compensation or renegotiation of individual pay item
bid prices.
All short turnouts that intersect with a street to be repaired shall be included in this contract, even
though they may not be listed with the street locations at the back of this document, due to their size.
The contractor shall verify these locations with the Construction Engineer prior to construction. The
construction of these turnouts includes; but, is not limited to, milling, cleaning, tack coating,
overlaying and facility adjusting.
Total quantities given in the bid proposal may not reflect actual quantities, but represent the best
go estimate based on a reasonable effort of investigation; however, they are given for the purpose of
bidding on and awarding the contract.
2. AWARD OF CONTRACT:
Contract will be awarded to the lowest responsible bidder.
3. SUBMITTALS FOR CONTRACT AWARD:
The City reserves the right to require 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
Va 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.
No
SP-2
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.
M
The Contractor also agrees to complete the final punch list within ten (10) working days after
receiving it. If the Contractor fails to comolete the work within ten (10) workina days, the counting
of the number of days to complete the Contract will resume and liquidated damages shall be charged,
as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification
for Street and Storm Drain Construction of the City of Fort Worth, Texas.
5. EARLY WARNING SYSTEM FOR CONSTRUCTION:
Time is of the essence in the completion of this contract. In order to insure that the contractor is
responsive when notified of unsatisfactory performance and/or 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.
w
SP-3
s C. Any notice that, in the City's sole discretion, is required to be provided 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:
.w
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
r
SP-4
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) vears 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 elan shall be submitted for review to Mr. Charles R. Burkett, City Traffic
Engineer Q,,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 permanent sign. If the temporary sign is not installed correctly or if it does not meet
the required specifications, the permanent sign shall be left in place until the temporary sign
requirements are met. When construction work is completed to the extent that the permanent sign
SP-5
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 5 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) 392-2729
SP-6
It will be the contractor's responsibility to create and distribute a follow-ua 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 15't' and the 30t' 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.
SP-7
-14. DETOURS AND BARRICADES:
The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to
traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project
area. Contractor shall protect construction, as required by Engineer, by providing barricades.
Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and
Warning and/or Detour Signs", Item 524, and/or as shown on the plans.
Construction signage and barricades shall conform to the latest edition of the "Texas Manual on
Uniform Traffic Control Devices, Vol. No. 1 ".
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 Engineering, acting as the City of Fort Worth's Flood Plain Administrator
("Administrator"), of the location of all sites where the contractor intends to dispose of such material.
Contractor shall not dispose of such material until the proposed sites have been determined by the
Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth
(Ordinance No. 10056) and a flood plain permit issued. All disposal sites must be approved by the
Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood
plain permit can be issued upon approval of necessary engineering studies. No fill permit is required
if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be
evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or
by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with
obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's
expense. In the event that the Contractor disposes of spoiUfill material at a site without a fill permit
or a letter from the Administrator approving the disposal site, upon notification by the Director of the
Department of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose
of such materials in accordance with the Ordinance of the City and this section.
No temporary storage of material, rubble, equipment or vehicles within parkway is allowed. Damage
to sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of City
Engineer.
SP-8
.r
a"
16. ZONING REOUIREMENTS:
MW During the construction of this project, the Contractor shall comply with present zoning
requirements of the City of Fort Worth in the use of vacant property for storage purposes.
17. PROPERTY ACCESS:
Access to adjacent property shall be maintained at all times unless otherwise directed by the
Engineer.
18. CONSTRUCTION SCHEDULE:
Contractor shall be responsible for producing a project schedule at the pre -construction
conference. This schedule shall detail all phases of construction, special coordination with
schools (see Item No. 10 Traffic Control for details), including project clean up, and allow the
contractor to complete the work in the allotted time. Contractor will not move onto the job site
nor will work begin until said schedule has been received and approval secured from the
Construction Engineer. However, contract time will start even if the project schedule has not been
turned in. Contract start date would be outlined in the pre- construction work order notice.
Proiect 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 HIGH VOLTAGE LINES:
low The following procedures will be followed regarding the subject item on this contract:
(1) A warning sign not less than five inches by seven inches, painted yellow with black letters,
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus.
The warning sign shall read as follows:
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF
HIGH VOLTAGE LINES."
SP-9
(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
i 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. RIGHIT 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.
SP-10
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
SP-11
ftV
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
i
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.
27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC:
The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations
and Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain
Construction".
28. CONSTRUCTION
SP-12
The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its employees
and all contractors and their sub -contractors must comply with this program as a condition of the
contract. All active sewer manholes, regardless of depth, are defined, as "permit required confined
spaces". Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT" used
by the Fort Worth Water Department (Field Operations Division) for each entry and possess and use
the equipment necessary to comply with this program. The cost of complying with this program will
be considered subsidiary to the pay items involving work in confined spaces (e.g. vacuum testing,
cleaning, televising, construction, etc.).
29. OUALITY 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
.w days prior to the placing of concrete using the same aggregate, cement and mortar which are
to be used later in the concrete. The contractor shall provide a certified copy of the test
results to the City.
(c) Quality control testing of in situ material on this project will be performed by the City at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates
as determined by the City. The failure of the City to make any tests of materials shall in no
way relieve the contractor of its responsibility to furnish materials and equipment
conforming to the requirements of the contract.
(d) Not less than 24 hours notice shall be provided to the City by the contractor for operations
requiring testing. The contractor shall provide access and trench safety system (if required)
for the site to be tested and any work effort involved is deemed to be included in the unit
price for the item being tested.
(e) The contractor shall provide a copy of the trip ticket for each load of fill material delivered to
the job site. The ticket shall specify the name of the pit supplying the fill material.
SP-13
NON -PAY ITEM No. 1 - SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will be made for this item and it shall be considered
incidental to this contract.
NON -PAY ITEM NO.2 - REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY
LANE TAPE:
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.
SP-14
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 four (4) calendar 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:
Companv Telephone Number Contact Person
SBC — Telephone 817-338-6202 Mr. Gary Tillory
214-384-3732 Cell
TXU Electric Delivery:
Downtown 817-215-6424 Mr. Scott King
Other than Downtown 817-215-6688 Mr. Robert Martinex
Atmos Energy (Gas) 817-215-4366 Mr. John Crane
469-261-2314 Cell
CFW- Street Light 817-392-7738 Mr. James Turner
CFW— Light Signal 817-392-2538 Mr. Frank Brock
+ 817-392-2535 Mr. Monte Wilson
CFW— Pavement Marking 817-392-8107 Mr. Chuck Snyder
CFW - Storm Drain 817-392-5196 Mr. Rodney Smithey
CFW - Water 817 - 212 - 2 699 Mr. Roger Hauser
817-925-2360 Cell
CFW - Sewer 817 - 212 - 2 699
Mr. Rick Davis
-817-944-8399 Cell
SP-15
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 seven (7) calendar days after
completing the laying of proposed H.M.A.C. overlay adjacent to said facilities.
Any deviation from the above procedure and allotted working days may result in the shut down of the
resurfacing operation.
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
•o paint is recommended.
NON -PAY ITEM NO. 5 — PROJECT CLEAN-UP:
During the construction of this project, all parkways that are excavated shall be shaped, including
bar ditches, and backfilled at the same time the roadway is excavated. Excess excavation will be
disposed of at locations approved by the Engineer.
SP-16
The Contractor shall be aware that keeping the project site in a neat and orderly condition is
considered an integral part of the contracted work and as such shall be considered subsidiary to
the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work
progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done
on a daily basis. Clean up work shall include, but not be limited to:
• Sweeping the street clean of dirt or debris
• Storing excess material in appropriate and organized manner
• Keeping trash of any kind off of 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)
will 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 Seven (7) calendar 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.
NON -PAY ITEM NO.7 — STORM DRAIN INLET PROTECTION:
Mb
SP-17
All pulverization and overlay streets with storm drain inlets shall use inlet protection for sediment
control, in accordance with the Standard Specifications for Public Works Construction -North
Central Texas.
The contractor shall be responsible for all materials, equipment and labor to perform a most accurate
job and all costs to the contractor shall be figured subsidiary to this contract.
NON -PAY ITEM NO. 8 - NO PAVING WORK ON SOLID WASTE WEEKLY PICK-UP
DAY
In order to eliminate potential rutting of the pavement from solid waste trucks while paving
operations are underway, the contractor shall schedule construction on all the identified project
streets such that no paving activities are scheduled on the weekly solid waste pick-up day for each
street. The solid waste weeklv pick-up day for each project street is identified on the "STREET
BY STREET PAVING QUANTITY DETERMINATION SPREADSHEET" located at the end of
the contract documents.
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.
mo
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
T allowed.
NON -PAY ITEM NO.9 — AGREEMENT OF OUANTITIES
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 with in ten (10)
calendar days. If the Contractor is not in agreement, then the Contractor is required to, within
seven (7) calendar days, arrange a field trip with the assigned inspector to show proof of the
difference.
PAY ITEM NO. 1 — Proiect 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/a 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 Adiustments:
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-S513.
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 wi11 be 9-inch out from the gutter lip. The street void shall be
no
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.
v Contractor shall backfill behind the curb within seven (7) calendar days of pouring the curb and
gutter, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
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.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged
during construction, shall be replaced with same or better at no cost to the City.
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the date of the
concrete work (curb and gutter, driveways, valley gutter, sidewalk) completion of any street, and for
those streets designated as Pulverize Overlay (POL) on the street list in the back of this contract
document book, the pulverization of the existing pavement shall begin within fourteen (14) calendar
.w days from the date of the concrete work (curb and gutter, driveways, valley gutter, sidewalk)
completion of any street. If the contractor fails to begin the work within fourteen (14) calendar days,
$100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
PAY ITEM NO.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.
SP-21
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.
Contractor shall backfill behind the curb within seven (7) calendar days of pouring the curb and
gutter, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
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.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged
so during construction, shall be replaced with same or better at no cost to the City.
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the date of the
concrete work (curb and gutter, driveways, valley gutter, sidewalk) completion of any street, and for
those streets designated as Pulverize Overlay (POL) on the street list in the back of this contract
document book, the pulverization of the existing pavement shall begin within fourteen (14) calendar
days from the date of the concrete work (curb and gutter, driveways, valley gutter, sidewalk)
completion of any street. If the contractor fails to begin the work within fourteen (14) calendar days,
$100 dollar liquidated damage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work.
PAY -ITEM No. 5 — Remove and Replace 6-Inch Concrete Drivewav:
PAY -ITEM No. 6 — Remove and Replace 6-Inch Exposed Aggregate Drivewav:
Pay items No. 5 and No. 6, 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
SP-22
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.
s 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.
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
k Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded
Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities.
'r Contractor shall backfill around the driveway within seven (7) calendar days of pouring the
driveway, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
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.
..
SP-23
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
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 — New 6-Inch Concrete Drivewav:
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. Exposed concrete aggregate driveway surface shall be
seeded with pea gravel.
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 TxDOTs
"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 seven (7) calendar days of pouring the
driveway, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
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.
aw
SP-24
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
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-Inch Exposed Aggreeate 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".
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 seven (7) calendar days of pouring the
sidewalk, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfrlling shall be at finishing
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.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
SP-25
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
_., damaged during construction, shall be replaced with same or better at no cost to the City.
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.
Contractor shall backfill around the sidewalk within seven (7) calendar days of pouring the
sidewalk, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar
liquidated damage will be assessed per block per day. Required backfilling shall be at finishing
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.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
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 Rama 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
Im
SP-26
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 RamD (with detectable
wamine 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 Reolacement 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.
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.
Contractor shall provide a brick red colored Dome -Tile sample for approval 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.
SP-27
..
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.
Contractor shall backfill the wheelchair ramp within seven (7) calendar days of pouring the
wheelchair ramp, if the contractor fails to complete the work within seven (7) calendar days, a $100
dollar liquidated damage will be assessed per block per day. Required backfilling shall be at
finishing 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. H 6 "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.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
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. 12 — New 4-Inch ADA Wheelchair RamD: (with detectable warnin 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 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 Rama (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.
wms
SP-28
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.
Contractor shall provide a brick red colored Dome -Tile sample for approval 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.
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 seven (7) calendar days of
pouring the wheelchair ramp, if the contractor fails to complete the work within seven (7) calendar
days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall
SP-29
be at finishing grade, top soil as per specification Item No. 116 "Top Soil", if needed, shall be
added and leveled to finishing grade. Cost of back filling and grading behind curb shall be
included in this pay item.
Existing improvements within the parkway such as water meters, sprinkler system, etc., if
damaged during construction, shall be replaced with same or better at no cost to the City.
Required backfilling at finishing grade behind the ramp shall be completed in order for the
wheelchair ramp to be accepted and measured as completed.
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 Vallev 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 all 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
(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
SP-30
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 seven (7) calendar days. If the contractor fails to
complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will
be assessed per each half of valley gutter per day.
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
wo 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.
Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and
the curb and gutter section will be included.
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.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.
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. 106, "Unclassified
Street Excavation", Drawing No. S-S6 and detail enclosed, TxDOT's "Standard Specifications for
MW
SP-31
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
un 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 seven (7) calendar days. If the contractor fails to
complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will
be assessed per each half of valley gutter per day.
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.
Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and
the curb and gutter section will be included.
_ 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 Drainaee Inlet Top:
SP-32
.m
PAY ITEM NO. 16 — Remove and Replace 10-Ft Storm Drainaze Inlet Top:
.� Pay items No. 15 and No. 16, shall include the removal and replacement of a 7-inch thick drainage
inlet top of 5-foot and feet 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
ma 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 — 6-Inch Subdrain Pipe:
This item shall consist of furnishing and installing 6-inch subdrain and filter material as shown on the
enclosed details, or as directed by the Engineer.
..
All applicable provisions of standard Specifications Item 500 "SUBDRAINS", and Item No. 106
"Unclassified Street Excavation ".shall apply.
No specific location for this item is designated. Subdrain shall be installed only if field conditions
indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer.
The unit price bid per linear feet shall be full compensation for all labor, materials, equipments, tools,
and incidentals necessary to complete the work.
PAY -ITEM NO. 18 — 8-Inch Pavement Pulverization:
PAY -ITEM NO.19 — Cement Modification (26 lbs/sv):
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.
SP-33
4W
Aw 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.
aw
The sampling and testing of the materials shall be made at the expense of the City. In the event the
sampling and testing does not comply with the specifications, all subsequent testing of the material,
in order to determine if the material is acceptable, shall be furnished and paid by the contractor, as
directed by the Engineer.
Contractor shall pulverize the existing pavement to a depth of 8-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 10-inches of H.M.A.0 and crushed stone/gravel,
undercut will not be required. The contractor will pulverize the 10-inches, and the 2-inch cut will be
taken, from the 10-inch pulverized material.
In case of high crown, the contractor shall pulverize the exiting crown and pavement. The
Construction Engineer will determine 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 performed, 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.
Portland cement shall be applied to the pulverized material at a rate of 26 pounds per square yards, 8-
inch in depth. 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.
SP-34
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.
After the cement treated base has cured for forty eight (48) hours, provide machinery (minimum 12
ton steel wheel vibratory roller) to roll the surface of the cement treated material to induce hairline
cracks "micro -cracks". Amplitude of vibrating will be at the discretion of the Engineer or his
authorized representative. Micro -cracking will be used to reduce shrinkage cracking in the cement
treated material and reduce reflective cracking through the asphalt cement surface overlay.
Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and
Maintenance of Highways, Streets, and Bridges" Item No. 210 "Rolling" (referenced). Operate roller
at walking speed (2 to 3 mph). Generally one (1) to four (4) passes of the roller are required to create
the micro -cracks. One pass is down and back.
The contractor shall then prime and immediately overlay the micro -cracked surface with 2 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-Inch-Surface Course -Type "D "Mix.
If the contractor fails to begin the 2-inch H.M.A.C. surface course work within seven (7) calendar
j 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.
y 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
pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off,
sweep, dispose of the undercut material and backfill the parkway.
PAY -ITEM NO. 20 — 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 & 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 HMAC Type "D" surface course.
The void created by removing the existing brick base shall be filled to the proper grade, with PAY
ITEM NO.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 the depth of 3-inches. These measurements shall be under City
standard specifications Item No. 106 "Unclassified Street Excavation ".
All applicable provisions of Item No. 106 "Unclassified Street Excavation" shall apply; work shall be
paid per cubic yard.
PAY -ITEM NO.21 — Crushed Limestone:
This item shall be used to repair the failed base material in areas exceed 8-inch deep 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.22 — 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
other similar means, out of the existing pavement in square or rectangular fashion. The side faces
shall be cut vertically and all failed and loose material excavated. As a part of the excavation
SP-36
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.
Wd 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.23 — 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), 310
"Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced), shall
govern work.
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.
SP-37
i
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.24 — Pavement Wedge Milling 2-Inch 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.
For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract
document book, the wedge milling shall begin within fourteen (14) calendar days from the
_ completion of the curb and gutter. If the contractor fails to complete the work within fourteen
(14) calendar days, $100 dollar liquidated damage will be assessed per block per day.
The wedge milling operations for this project will be performed in a continuous manner along
both sides of the street. Details of milling locations are at the back of this document. Contractor
is required to begin the overlay, within seven (7) calendar days from the date of the wedge
milling completion of any one street. Should the contractor fail to meet this condition, the
wedge milling operations of new streets will be shut down, and liquidated damage of $500.00
per day per street will be assessed until all wedge milled streets are overlayed. The overlay,
once begun on a street shall continue uninterrupted until complete.
The Contractor shall haul -off the removed material to a suitable dumpsite.
SP-38
...
2. Equipment
The equipment for removing the pavement surface shall be a power operated milling machine
or other equal or better mechanical means capable of removing, in either one pass or two
passes, the necessary pavement thickness in a five-foot minimum width. The equipment shall be
self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and
slope.
The machine shall be equipped with an integral loading and reclaiming means to immediately
remove material being cut from the surface of the roadway and discharge the cuttings into a
- truck, all in one operation. Adequate back-up equipment (mechanical street sweepers, loaders,
water truck, etc.) and personnel will also be provided to keep flying dust to a minimum and to
insure that all cuttings are removed from street surface daily. Stockpiling of planed material
will not be permitted on the project site unless designated by the Engineer. The machine shall
be equipped with means to control dust created by the cutting action and shall have a manual
system providing for uniformly varying the depth of cut while the machine is in motion thereby
making it possible to cut flush to all inlets, manholes, or other obstructions within the paved
area. The speed of the machine shall be variable in order to leave the desired grid pattern
specified under Surface Texture.
The unit price bid per linear feet shall be full compensation for all labor, material, equipment,
tools, and incidentals necessary to complete the work.
PAY -ITEM NO.25 — 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.
SP-39
Construction Details:
Prior to the milling of the butt joints, the contractor shall consult with the construction Engineer for
proper location of these joints and verify that the selected limits of the projects street are correct.
The general locations for butt joints are at all beginning and ending points of streets listed in the
project and as more graphically detailed at the back of this specification book. The joints are also
required on both sides of all railroad tracks and concrete valley gutters, bridge decks and culverts and
all other items which transverse the street and end the continuity of the asphalt surface. Each butt
joint shall be 20-feet long and milled out across the full width of the street section to a tapered depth
of 2 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 Pavment:
Butt joints as prescribed above will be measured by the unit of each butt joint milled. The disposal
of excess material involved will not be measured for payment.
Each butt joint -milled, measured as above, complete -in place -in accordance with these specifications,
will be paid for at the unit price shown in the proposal for 'Butt Joints". The unit price bid per each
shall be full compensation for all milling, including material haul -off, tools, labor, equipment and
incidentals necessary to complete the required work.
PAY ITEM NO.26 — 2-Inch Surface Milling:
PAY -ITEM NO.27 — 5-Inch HMAC Surface Milling:
These pay items shall consist of milling the existing pavement at a depth of 2-inch or 5-inces. 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
SP-40
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.
The unit price bid per square yard shall be full compensation for all materials, labor, equipment
and incidentals necessary to complete the work.
PAY ITEM NO.28 — Crack Sealing of Existine 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 '/a 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.
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.29 — 2-Inch IIMAC Surface Course Type "D" Mix:
PAY -ITEM NO.30 — 3-Inch HMAC Base 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. Azgresates:
The surface aggregate classification (SAC) shall be Class B.
SP-41
The Contractor shall perform the Los Angeles abrasion, magnesium sulfate soundness,
Micro-Deval and all other aggregate quality tests listed in Table 1.
2. RAP will not be allowed, for use, in surface course Type "D" mix.
" • Under Item 340.2, Materials, D. Asphalt Binder:
Furnish performance -graded PG 64-22 for H.M.A.C. surface course, level up and
pavementfbase 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 Desi-an:
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 I 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.
639r, N
40 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.
y" • Under Item 340.4. Construction. B. Job -Mix Formula ADnroval:
The Contractor will perform the Boil Test (Tex-530-C).
..
• Under Item 340.4. Construction. J. Ride Oualitv:
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 Pavment:
The work performed and materials furnished in accordance with this Item and measured as
provided under "Measurement", will be paid for at the unit price bid per square yard, for
"Dense -Graded Hot Mix Asphalt (Method)".
PAY ITEM NO.31 — Remove and Replace 30-Ft HMAC Speed Cushion w/stripping
PAY ITEM NO.32 — Remove and Replace 40-Ft HMAC Speed Cushion w/stripping
Y
Pay items No. 31 and No 32, shall include the removal of existing Speed Cushions, and installing
new standard H.M.A.0 Speed Cushions according to the plan and profile as shown on the detail
sob
sheet. All excavated material shall be hauled off site the same day as excavated, to a suitable
dumpsite.
Contractor shall notify the Construction Engineer 72 hours prior to installing any speed cushions.
Contractor shall install 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:
,o
SP-43
up
1. Speed Cushions
The speed cushions shall consist of H.M.A.C. Type "D" surface course (PG 64-22) with tack coat
(SS-1) and compacted with vibratory hand roller. All applicable provisions of TxDOT's
"Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges"
Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and
340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) shall apply. Kraft brown paper —
36 inch wide 40-lb paper shall be used to keep curb & gutter clean.
2. Pavement Markings
Raised Pavement Markings
All materials used shall be pre -approved prior to placement. The brand name and specifications
of the materials shall be included in submittal for approval. The approved materials must be
used throughout the duration of the contract. In the event that substitute materials need to be
used, they must be equal to or exceed the quality of those currently in use and be approved the
- Construction Engineer.
All markers shall be 4 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 Markings
All materials used under this agreement shall be pre -approved prior to awarding of the bid.
Materials used shall meet TXDOT specifications Item 666 Type 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.
SP-44
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.
00 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 Markings
When markings are applied on roadways open to traffic care will be taken to ensure that proper
safety precautions are followed, including the use of signs, cones, barricades, flaggers, etc.
Work shall be performed with as little disruption to traffic as possible, and freshly applied
markings shall be protected from traffic damage and disfigurement.
3. Measurement and Payment
The unit price bid per each shall be full compensation for removal of existing pavement markings,
H.M.A.C. Type "D" surface course, tack coat (SS-1), vibratory hand roller, surface preparation,
preformed and raised pavement markings, kraft brown paper - 36 inch wide 40-lb paper to keep
curb & gutter clean, and all materials, labor, equipment and incidentals necessary to complete the
work.
SP-45
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.33 — Water Valve Box Adiustment 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
T 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 will be adjusted by City of Fort Worth Water Department forces.
Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water
valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements
for broken valve boxes. The contractor shall replace the valve boxes, which are damaged during
construction at no cost to the City. 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.
r PAY ITEM NO.34 — Water Valve Box Adiustment 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 onlv 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.
SP-46
The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per
square inch in seven (7) days.
Work shall be completed within seven (7) calendar days after completing the laying of proposed
H.M.A.C., and street shall be open to traffic within ten (10) calendar days. If the contractor fails to
complete the work and within seven (7) calendar days, a $100 dollar 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 pre bid unit price per each will be full compensation for all labor, materials, equipment, tools,
and incidentals necessary to complete the work.
PAY ITEM NO.35 — Water Meter Box Adiustment:
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 pre bid unit price per each will be full compensation for all labor, materials, equipment, tools,
and incidentals necessary to complete the work.
PAY ITEM NO. 36 — Manhole Adiustment 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.
r.
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.
SP-47
w
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
w 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. 37 — Manhole Adiustment With Concrete Collar:
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 onlv 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) days.
Work shall be completed within seven (7) calendar days after completing the laying of proposed
H.M.A.C., and street shall be open to traffic within ten (10) calendar days. If the contractor fails to
complete the work and within seven (7) calendar days, a $100 dollar 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
SP-48
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.38 — Painting House Curb Address:
This item shall include painting of house addresses on curb or driveway radiuses that are removed
and replaced in this contract
■ 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
Kwal 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.
SP-49
PAY ITEM NO.39 — 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.
Sod Products Specifications:
• Sod shall consist of live and growing grass.
■ Grass shall have a healthy, virile root system of dense, 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. 40 — 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.
SP-50
.w
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. Description. Construct Portland cement concrete pavement with or without
curbs on the concrete pavement.
300.2. Materials.
A. Portland Cement Concrete. Provide Portland cement concrete to meet a minimum
compressive strength of 3,000 psi at 28 days; unless shown otherwise in the contract
documents.
Use Class A concrete for curbs that are placed separately from the pavement.
Provide concrete that is workable and cohesive, possesses satisfactory finishing
qualities, and conforms to the mix desidn and mix design slump.
B. Reinforcing Steel. Provide Grade 60 deformed steel for bar reinforcement. Provide
approved positioning and supporting devices (baskets and chairs) capable of
securing and holding the reinforcing steel In proper position before and during
paving. Provide corrosion protection when shown on the plans.
1. Dowels, provide Grade 60 smooth, straight dowels of the size shown on the
plans, free of burrs or deformations. Coat dowels with a thin film of grease or
other approved de -bonding material. Provide dowel caps, on the lubricated end of
each dowel bar used in an expansion joint. Provide dowel caps filled with a soft
compressible material with enough range of movement to'allow complete closure
of the expansion joint.
2. Tie Bars. Provide straight deformed steel tie bars. Provide either multiple -piece
tie bars or single -piece tie bars at shown on the plans: Provide multiple -piece tie
bars composed of 2 pieces of deformed reinforcing steel with a coupling capable
of developing a minimum tensile strength of 125% of the design yield strength of
the deformed steel when tensile -tested in- the assembled configuration. Provide a
minimum length of 33 diameters of the deformed steel in each piece.
C. Curing Materials. Provide Type 2 membrane curing compound conforming to
DMS-4650, 'Portland Cement Concrete Curing Materials and Evaporation
Retardants.'
D. Epoxy. Provide Type III epoxy in accordance with DMS-6100, 'Epoxies and
Adhesives,' for installing all drilled -in reinforcing steel.
E. Evaporation Retardant. Provide evaporation retardant conforming to DMS-4650,
"Portland Cement Concrete Curing Materials and Evaporation Retardants.'
F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint -sealant materials and
fillers unless otherwise shown on the plans or approved and other sealant materials
of the size, shape, and type shown on the plans in accordance with DMS-6310,
'Joint Sealants and Fillers.'
300.3. Equipment. Furnish and maintain all equipment in good working condition. Use
measuring, mixing, and delivery equipment conforming to the requirements of Item 421,
'Portland Cement Concrete.' Obtain approval for other equipment used.
C P- �
A. Placing, Consolidating, and Finishing Equipment. Provide approved self-
propelled paving equipment that uniformly distributes the concrete with minimal
segregation and provides a smooth machine -finished consolidated concrete
pavement conforming to plan line and grade. Provide an approved automatic grade
control system on slip -forming equipment. Provide approved mechanically operated
finishing floats capable of producing a uniformly smooth pavement surface. Provide
equipment capable of providing a fine, light water fog mist
Provide mechanically operated vibratory equipment capable of adequately
consolidating the concrete. Provide immersion vibrators on the paving equipment at
sufficiently close intervals to provide uniform vibration and consolidation of the
concrete over the entire width and depth of the pavement and in accordance with the
manufacturer's recommendations. Provide immersion vibrator units that operate at a
frequency In air of at least 8,000 cycles per minute. Provide enough hand -operated
immersion vibrators for timely and proper consolidation of the concrete along forms,
at joints and In areas not covered by other vibratory equipment. Surface vibrators
may be used to supplement equipment -mounted immersion vibrators. Provide
tachometers to verify the proper operation of all vibrators.
For small or irregular areas or when approved, the paving equipment described in
this Section is not required.
B. Forming Equipment.
1. Pavement Forms. Provide metal or wood side forms of sufficient cross-section,
strength, and rigidity to support the paving equipment and resist the Impact and
vibration of the operation without visible springing or settlement. Use forms that
are free from detrimental kinks, bends, or warps that could affect ride quality or
alignment. Provide flexible or curved metal or wood forms for curves of 100-ft.
radius or less.
.2. Curb Forms. Provide curb forms for separately placed curbs that are not
slipformed that conform to the requirements of Item 529, 'Concrete Curb, Gutter,
and Combined Curb and Gutter.'
C. Reinforcing Steel Inserting Equipment. Provide inserting equipment that
accurately inserts and positions reinforcing steel in the plastic concrete parallel to the
profile grade and horizontal alignment in accordance to plan details.
D. Texturing Equipment
1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable
support system. Provide a single piece of carpet of sufficient transverse length to
span the full width of the pavement being placed and adjustable so that a
sufficient longitudinal length of carpet is in contact with the concrete being placed
to produce the desired texture. Obtain approval to vary the length and width of
the carpet to accommodate specific applications. Use an artificial grass -type
carpet having a molded polyethylene pile face with a blade length of 518 in. to
1 in'., a minimum weight of 70 oz. per square yard, and a strong, durable, rot -
resistant backing material bonded to the facing.
2. Tining Equipment Provide a self-propelled transverse metal tine device
equipped with 4-in. to 6-in. steel tines and with cross-section approximately
1132 in. thick by Ill in. wide, spaced at 1 in., center -to -center. Hand -operated
tining equipment that produces an equivalent texture may be used only on small
or irregularly shaped areas or, when permitted, in emergencies due to equipment
breakdown.
C1. ?- 2
E. Curing Equipment. Provide a self-propelled machine for applying membrane curing
compound using mechanically pressurized spraying equipment with atomizing
nozzles. Provide equipment and controls that maintain the required uniform rate of
application over the entire paving area. Provide curing equipment that is independent
of all other equipment when production rates are such that the first application of
membrane curing compound canndt be accomplished immediately after texturing
and after free moisture has disappeared. Hand -operated pressurized spraying •
equipment with atomizing nozzles may only be used on small or irregular areas or,
when permitted, in emergencies due to equipment breakdown.
F. Sawing Equipment. Provide power -driven concrete saws to saw the joints shown on
the plans. Provide standby power -driven concrete saws during concrete sawing
operations. Provide adequate illumination for nighttime sawing.
G. Grinding Equipment When required, provide self-propelled powered grinding
equipment that is specifically designed to smooth and texture concrete pavement
using circular diamond blades. Provide equipment with automatic grade control
capable of grinding at least a 3-ft. width longitudinally in each pass without damaging
the concrete.
300.4. Construction. Obtain approval for adjustments to plan grade -line to maintain
thickness over minor subgrade or base high spots while maintaining clearances and
drainage. Maintain subgrade or base in a smooth, clean, compacted condition in
conformity with the required section and established grade until the pavement concrete
Is *placed. Keep subgrade or base damp with water sufficiently in advance of placing
pavement concrete. Adequately light the active work areas for all nighttime operations, if
required.
A. Reinforcing Steel and Joint Assemblies. Accurately place and secure in *position
all reinforcing steel as shown on the plans. Place dowels at mid -depth of the
pavement slab, parallel to the surface. Place dowels for transverse contraction joints
parallel to the pavement ed9e Tolerances for location and alignment of dowels will
be shown on the plans. Stagger the longitudinal reinforcement splices to avoid
having more than 1/3 of the splices within a 2-ft. longitudinal length of each lane of
the pavement. Use multiple -piece tie bars or drill and epoxy grout be bars at
longitudinal construction joints.
1. Manual Placement Secure reinforcing bars at alternate intersections with wire
ties or locking support chairs. Tie all splices with wire.
2.. Mechanical Placement. If mechanical placement of reinforcement results in
steel misalignment or improper location, poor concrete consolidation, or other
inadequacies, complete the work using manual methods.
B. Joints. Install joints as shown on the plans. Clean and seal joints in accordance with
Item 438, `Cleaning and Sealing Joints and Cracks (Rigid Pavement and Bridge
Decks).' Repair excessive spalling of the joint saw groove using an approved
method before installing the sealant. Seal all joints before opening the pavement to
all traffic. When placing of concrete is stopped, install a rigid transverse bulkhead,
accurately notched for the reinforcing steel and shaped accurately to the cross-
section of the pavement.
1. Placing Reinforcement at Joints. Where the plans require an assembly of parts
at pavement joints, complete and place the assembly at the required location and
elevation with all parts rigidly secured in the required position. Accurately notch
joint materials for the reinforcing steel.
CP-3
2. Curb Joints. Provide joints in the curb of the same type and location as the
adjacent pavement Use expansion joint material of the same thickness, type,
and quality required for the pavement and of the section shown for the curb. -
Extend expansion joints through the curb. Construct curb joints at all transverse
pavement joints. For. non -monolithic curbs, place reinforcing steel into the plastic
concrete pavement as shown on the plans unless otherwise approved. Form or
saw the weakened plane joint across the full width of concrete pavement and
through the monolithic curbs.
C. Placing and Removing Forms. Use clean and oiled forms. Secure forms on a base
or firm subgrade that is accurately graded and that provides stable support without
deflection and movement by form riding equipment. Pin every form at least at the
middle and near each end. Tightly join and key form sections together to prevent
relative displacement
Set side forms far enough in advance of concrete placement to permit inspection.
Check conformity of the grade, alignment, and stability of forms immediately before
placing concrete, and make all necessary corrections. Use a straightedge or other
approved method to test the top of forms to ensure that the ride quality requirements
for the completed pavement will be met. Stop paving operations if forms settle or
deflect more than 1/8 in. under finishing operations. Reset forms to line and grade,
and refinish the concrete surface to*correct grade.
Avoid damage to the edge of the pavement when removing forms. Repair damage
resulting from form removal and honeycombed areas with a mortar mix within 24 hr.
after form removal unless otherwise approved. Clean joint face and repair
honeycombed or damaged areas within 24 hr. after a bulkhead for a transverse
construction joint has been removed unless otherwise approved. When forms are
removed before 72 hr. after concrete placement, promptly apply membrane curing
compound to the edge of the concrete pavement
Forms that are not the same depth as the pavement but are within 2 in. of that depth
are permitted if the subbase is trenched or the full width and length of the form base
is supported with a firm material to produce the required pavement thickness.
Promptly repair the form trench after use. Use flexible or curved wood or metal forms
for curves of 100-ft. radius or less.
D. Concrete Delivery. Clean delivery equipment as necessary to prevent accumulation
of bid concrete before loading fresh concrete. Use agitated delivery equipment for
concrete designed to have a slump of more than 5 in. Segregated concrete is subject
to rejection. Place agitated concrete within 60 min. after batching. Place non -agitated
concrete within 45 min. after batching. In hot weather or under conditions causing
quick setting of the concrete, times may be reduced by the Engineer. Time 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. Place the concrete as.near
as possible to its final location, and minimize segregation and rehandling. Where
hand spreading is necessary, distribute concrete using shovels. Do not use rakes or
vibrators to distribute concrete.
1. Pavement. Consolidate all concrete by approved mechanical vibrators operated
on the front of the paving equipment. Use immersion -type vibrators that
simultaneously consolidate the full width of the placement when machine
finishing. Keep vibrators from dislodging reinforcement. Use hand -operates!
vibrators to consolidate concrete in areas not accessible to the machine -mounted
vibrators. Do not operate machine -mounted vibrators while the paving equipment
is stationary.
2. Temperature Restrictions. Place concrete that is between 40'F and 950F at the
time of discharge, except that concrete may be used if it was already in transit
when the temperature was found to exceed the allowable maximum. Take
immediate corrective action or cease concrete production when the concrete -
temperature exceeds 95°F.
Do not place concrete when the ambient temperature in the shade is below 40°F
and failing unless approved. Concrete may be placed when the ambient
temperature in the shade is above 35°F and rising or above 40°F. When
temperatures warrant protection against freezing, protect the pavement with an
approved insulating material capable of protecting the concrete for the specified
curing period. Submit for approval proposed measures to protect the concrete'
from anticipated freezing weather for the first 72 hr. after placement. Repair or
replace all concrete damaged by freezing.
F. Spreading and Finishing. Finish all concrete pavement with approved self-
propelled equipment. Use power -driven spreaders, power -driven vibrators, power -
driven strike -off, and screed, or approved altemate equipment. Use the transverse
finishing equipment to compact and strike off the cohcrete to the required section
and grade without surface voids. Use float equipment for final finishing. Use concrete
with a consistency that allows completion of all finishing operations without addition
of water to the surface. Use the minimal amount of water fog mist necessary to
maintain a moist surface. Reduce fogging if float or straightedge operations result in
excess slurry.
1. Finished Surface. Perform sufficient checks with long -handled 10-ft. and 154t.
straightedges on the plastic concrete to ensure that the final surface is'within the
tolerances specified in the contract documents. Check with the straightedge
parallel to the centerline.
2. Maintenance of Surface Moisture. Prevent surface drying of the pavement
before application of the curing system. Accomplish this by fog applicatlons of
evaporation retardant on the pavement surface. Apply evaporation retardant at .
the rate recommended by the manufacturer. Reapply the evaporation retardant
as needed to maintain the concrete surface in a moist condition until curing
system is applied. Do not use evaporation retardant as a finishing aid.
• r
3. Surface Texturing. Perform surface texturing using a combination of a carpet
drag and metal tining, if required by the contract documents. Complete final
texturing before the concrete has attained its initial set. Draw the carpet drag
longitudinally along the pavement surface with the carpet contact surface area
adjusted to provide a satisfactory coarsely textured surface.
Operate the metal -tine device to obtain grooves spaced at 1 in., approximately
3/16 in. deep, with a minimum depth of 1/8 in., and approximately 1112 in. wide.
Do not overlap a previously tined area. Use manual methods for achieving similar
results on ramps and other irregular sections of pavements. Repair damage to'
the edge of the slab and joints immediately after texturing. Do not tine pavement
that will be overlaid..
4. Small or irregular Placements. Where machine placements and finishing of
concrete pavement are not practical, use hand equipment and procedures that
produce a consolidated and finished pavement section to the line and grade.
CP-5
�~ 5. Emergency Procedures. Use hand -operated equipment for applying texture,
evaporation retardant; and cure in the event of equipment breakdown.
G. Curing. Keep the concrete pavement surface from drying by water fogging until ffne
curing material has been applied. Maintain and promptly repair damage to curing
materials on exposed surfaces of concrete pavement continuously for at least 3
curing days. A curing day is defined as a 24-hr. period when either the temperature
taken in the shade away from artificial heat is above 50T for at least 19 hr. or when
the surface temperature of the concreW is maintained above 40°F for 24 hr. Curing
begins when, the concrete curing system has been applied. Stop concrete paving if
curing compound is not being applied promptly and maintained adequately. Other
methods of curing in accordance with Item 420, `Concrete Structures,' may be used
when spedfled or approved.
1. Membrane Curing. After texturing and immediately after the free surface
moisture has disappeared, spray the concrete surface uniformly with 2 coats of
membrane curing compound at an individual application rate of not more than
180 sq.1 per gallon. Apply the first coat within 10 min. after completing texturing
operations. Apply the second coat within 30 min. after completing texturing
operations.
Before and during application, maintain curing compounds In a uriformly agitated
condition, free of setffemenL Do not thin or dilute the curing compound.
Where the coating shows discontinuities or other defects or V rain falls on the
newly crated surface before the film hae dried enough to resist damage, apply -
addrrdonal compound at the same rate of coverage to correct the damage. rznsure
that the curing compound coats the sides of the fining grooves.
H. Sawing Joints. Saw joints to the depth shown on the plans as soon as sawing can
be accomplished without damage to the pavement regardless of time of day or
weather conditions. Some minor raveling of the saw cut Is acceptable. Use a chalk
line, string fine, sawing template, or other approved method to provide a Mm joint
alignment. Provide enough saws to match the paving production rate to ensure
sawing completion at the earliest possible time to avoid uncontrolled cracking.
Reduce paving production N necessary to ensure timely sawing of joints. Promptly
restore membrane cure damaged within the first 72 hr. of curing.
1. Protection of Pavement and Opening to TraWk. Testing for early opening is the
responsibii-rty of the Contractor regardless of job -control testing responsibilities
unless otherwise shown in the plans or directed. Testing result interpretation for
opening to traffic is subject to the approval of the Engineer.
1. Protection of Pavement Erect and maintain barricades and other standard and
approved devices that will exclude all vehicles and equipment from the newly
placed pavement for the periods specified. Before opening to traffic, protect the
pavement from damage due to crossings using approved methods. Maintain an
adequate supply of sheeting or other material to cover and protect fresh concrete
surface from weather damage. Apply as needed to protect the pavement surface
from weather.
2- Opening Pavement to Traffic. Before opening to traffic, dean pavement, place
stable material against the pavement edges, seal joints, and perform all other
traffic safety related work.
cP-6
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Operator
$10.06
Asphalt Distributor Operator
$13.99
Asphalt Paving Machine Operator
$12.78
Asphalt Raker
$11.01
Asphalt Shoveler
$ 8.80
Batching Plant Weigher
I $14.15
Broom or Sweeper Operator
I $ 9.88
Bulldozer Operator
I $13.22
Carpenter
I $12.80
Concrete Finisher, Paving
I $12.85
Concrete Finisher, Structures
$13.27
Concrete Paving Curbing Machine Operator
I $12.00
I Concrete Paving Finishing Machine Operator
$13.63
Concrete Paving Joint Sealer Operator
$12.50
Concrete paving Saw Operator
S13.56
Concrete Paving Spreader Operator
$14.50
Concrete Rubber
I $10.61
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator I $14.12
Electrician
I $18.12
Flaper
I $ 8.43
Form Builder/Setter, Structures
$11,63
Form Setter, Paving & Curb
$11.83
I Foundation Drill Operator, Crawler Mounted
$13.67
Foundation Drill Operator, Truck Mounted
$16.30
Front End Loader Operator
I $12.62
Laborer, Common
$ 9.18
Laborer, Utility
' $10.65
Mechanic
I $16.97
Milling Machine Operator, Fine Grade
$11.83
I :',ixer perator
$11.58
Motor Grader Operator, Fine Grade
$15.20
Motor Grader Operator, Rough
I $14.50
Oiler
I $14.98
Painter, Structures
I $13.17
Pavement Marking Machine Operator
I S10.04
PiRelayer
I $11.04
Reinforcing Steel Setter, Paving
I $14.86
- I Reinforcing Steel Setter, Structure
I $16.29
Roller Operator, Pneumatic, Self -Propelled
$11.07
Roller Operator, Steel Wheel, Flat Wheel/Tamping
S10.92
Roller Operator, Steel Wheel, Plant Mix Pavement
I $11,28
Scraper Operator
I S11.42
Servicer
$12.32
Slip Form Machine Operator
$12.33
l Spreader Box Operator
I S 10.92
I Tractor Operator, Crawler Type
I S 12.60
Tractor Operator, Pneumatic
$12.91
Traveling, Mixer Operator
I $12.03
_
Truck Driver, Lowboy -Float
I $14.93
Truck Driver, Single Axle, Heavy
$11.47
Truck Driver, Singe Axle, Light
I S10.91
Truck Driver, Tandem Axle, Semi -Trailer
I $11.75
Truck Driver, Transit -Mix
$12.08
Wagon Drill, Boring Machine, Post Hole Driller Operator
$14.00
Welder
I $13.57
Work Zone Barricade Servicer
I $10.09
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a
contract as low bidder, non-resident bidders (out-of-state contractors whose corporate
offices or principal place of business are outside of the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the
lowest Texas resident bidder by the same amount that a Texas resident bidder would be
required too underbid a non-resident bidder in order to obtain a comparable contract in
the State in which the non-resident's principal place of business is located. The
appropriate blanks in Section A must be filled out by all out-of-state or non-resident
bidders in order for your bid to meet specifications. The failure of out-of-state or non-
resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Non-resident vendors in (give State), our principal place of
business, are required to be percent lower than resident bidders
by State law. A copy of the Statute is attached.
Non-resident vendors in (give State), our principal
place of business, are not required to underbid resident bidders.
B. Our rircipal place of business or corporate offices are in the State of Texas.
Bidder:
Austin Bridge & Road, LP
Company6330 Commerce lirive, outte 150
Irving, Texas 75063
Address
City State Zip
Michael. Landen
Director of Estimating
Austin Bridge & Road, Inc.
General Partner
By: (Please print)
Signature
Title (Please print)
THIS FORM MUST BE RETURNED WITH YOUR OUOTATION
w
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that
it provides workers' compensation insurance coverage for all of its employees employed
on City of Fort Worth Project HMAC Surface Overlay 2009-20 at Twenty -Four
- Locations and City of Fort Worth Project No.01389.
r-1
STATE OF TEXAS §
COUNTY OF TARRANT §
CONTRACTOR:
AUSTIN BRIDGE & ROAD, L.P.
By:
Michael. Landen
Name: r r f Estimz".inq
Austin Bridge & K,�a a, Inc.
Title: Q—nnral Partner
Date: -Z f r -7 1 Zc� CIO
r
Before me, the undemsigned authority, on this day personally appeared
known to me to be the person whose name is subscribed to the foregoing instrument,
F and acknowledged to me that he executed the same as the act and deed of
AUSTN 13RIfJGP-' & 1 WWq L.P.
for the purposes and consideration therein expressed and in the capacity therein stated.
Given Under My Hand and Seal of Office this _ 17 day of 1"(-t Q-r-1 , 20 i C-
v
A Y�thti:� Mete of Texas
miscion Expires Notary Public in and for the State of
pi�CEMBER 2, zoto ` Texas
a
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that
it provides workers' compensation insurance coverage for all of its employees employed
on City of Fort Worth Department of Engineering No. and City of Fort
Worth Project No.
CONTRACTOR
By:
Name:
Title:
Date:
STATE OF TEXAS §
COUNTY OF TARRANT §
Before me, the undersigned authority, on this day personally appeared
, known to me to be the person whose name is subscribed to the
foregoing instrument, and acknowledged to me that he executed the same as the act
and deed of for the purposes and
consideration therein expressed and in the capacity therein stated.
Given Under My Hand and Seal of Office this day of , 20
Notary Public in and for the State of
Texas
.
CERTIFICATE OF INSURANCE
TO: CITY OF FORT WORTH, TEXAS Date:
NAME OF PROJECT:
PROJECT NLNBER:
THIS IS TO CERTIFY THAT
(Name and Address of Insured)
is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter
described for the type of insurance and in accordance with the provisions of the standard policies used by this
Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSURANCE.
Policy No. Effective Expires
Limits of Liability
Worker's Compensation
Comprehensive General
Bodily Injury:
Liability Insurance
Ea. Occurrence: S
(Public Liability)
Property Damage:
Ea Occurrence: S
Blasting
Ea. Occurrence: S
Collapse of Buildings or
structures adjacent to
Ea. Occurrence: S
excavations
Damage to Underground
Utilities
Ea. Occurrence: $
Builder's Risk
Bodily Injury:
Comprehensive
Ea. Person: S
Automobile
Ea. Occurrence: S
Liability
Property Damage:
Ea Occurrence: S
Bodily Injury:
Contractual Liability
Ea. Occurrence: S
Property Damage:
Ea. Occurrence: S
Other
Locations covered:
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or
canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or
cancellations.
Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to
be assured, the above policies contain such special requirements, either in the body thereof or by appropriate
endorsement thereto attached.
Agencv
Fort Worth Aeent By
.Address Title
EOUIPMENT SCHEDULE
List of Equipment owned by Bidder that is in serviceable condition
and available for use:
Portions of work Bidder proposes to sublet in case of Award of
Contracts including amount and type:
W-
EXPERIENCE RECORD
List of projects your organization has successfully completed:
Amount Of Contract Type of Work Date Accepted Name and Address of Owner
Award
List of projects your organization is now engaged in completing:
Amount Of Contract Type of Anticipated Name and Address of Owner
Award Work Date of
Completion
List Surety Bonds in force on above incomplete work:
Date of Contract Award Type of Work Amount of
Bond Bond
Name and Address of
Surety
8pnd# BA 4520
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) Austin BridgFe and Road. L.P.. as Principal herein, and
(2) British American Insurance Companv , a corporation organized under the laws
of the State of (3) Texas , and who is authorized to issue surety bonds in
the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth,
a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein,
in the sum of Nine Hundred Sixty Nine Thousand. Thirty Five Dollars and Zero
Cents Dollars ($969,036.00) for the payment of which sum we bind ourselves, our
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents.
WHEREAS, Principal has entered into a certain written contract with the Obligee
dated the 26th day of January , 2010, a copy of which is attached hereto
and made a part hereof for all purposes, for the construction of Hot Mix Asuhaltic
Concrete Surface Overlay 2009-20 TPW Project No. C293,941200-204620138983.
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 shalt be void; otherwise, to remain in full
force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of
the Texas Government Code, as amended, and all liabilities on this bond shall be
determined in accordance with the provisions of such statute, to the same extent as if it
were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal
and the Surety have executed this instrument.
SIGNED and SEALED this 26th day of January , 2010.
I
ATTEST:
■
(Principal) Secretary
(S E A L)
i
�vc�e.0
Witness as �to Principal
ATTEST:
Secm3tary
(S EAL)
ess as a Surety
Rebecca S. Thacker
Austin Bridge & Road, LP
PRINCIPAL
By:
Michael. Landen
Name: pirgr+nr of Estimating
Austin Bridge & Road, Inc.
Title: ;e.,�r,i 'Partner
Address: 6330 Commerce Drive
Suite 150
Irving, Texas 75063
British American Insurance ComX
SURETY
Name: James R . Bennett, tr
Attorney in Fact
Address: 3535 Travis Street
Dallas, Texas 75204
Telephone Number, (214) 4 4 3- 5 5 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 bond shall not be prior to date of Contract
Bond# BA 4520
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, (1) Austin Bridge and Road. L.P., , as Principal
herein, and (2) British American Iasurance Gomipanv , a corporation
organized and existing under the laws of the State of (3) Texas , as surety,
are held and finny bound unto the City of Fort Worth, a municipal corporation located in
Tarrant and Denton Counties, Texas, Obligee herein, in the amount of Nine Hundred
§cgv Nine Thousand, Thirty Five Dollars and Zero Cents Dollars ($969,035.00) for
the payment whereof, the said Principal and Surety bind themselves and their heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these
presents:
WHEREAS, the Principal has entered into a certain written contract with the
Obligee dated the 26th day of January , 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: Hot Mix Asphaltic Concrete Surface Overlay 2009-20 at Twenty -
Four Locations TPW Protect No. C293-641200-204620138983.
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, Teams Government Code, as amended) supplying labor or materials in
the prosecution of the work under the contract, then this obligation shall be void;
otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of
the Texas Government Code, as amended, and all liabilities on this bond shall be
determined in accordance with the provisions of said statute, to the same extent as if it
were copied at length herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal
and the Surety have executed this instrument.
SIGNED and SEALED this 26th day of January , 2010.
d
IV,
i Austin Bridqe & Road, LP
PRINCIPAL
ATTEST: By:
Name: Michael. Landen
(Principal) Secn"ry Title: Austin Bridge & Road, Inc.
!WrQr
(S E A L) Address: 6330 Commerce Drive
Suite 150
Irving, Texas 75063
Witness as to Principal
ATTEST:
Pft
Secretary
r
(S E A L)
+Wness'as to Surety Rebecca S. Thacker
British American Insurance
Company
SURETY
A
Name: James R. Bennett,
Jr.
Attomey in Fact
Address: 3535 Travis Street
Dallas, Texas 75204
Telephone Number: (214) 4 4 3- 5 5 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 bond shall not be prior to date of Contract.
Bond# BA 4520
MAINTENANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL BY THESE PRESENTS:
That Austin Bridge and Road. L.P. ("Contractor'},as principal,
and, British American Insurance comp a corporation organized under the laws of the
State of 'Texas , ("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 Nine Hundred Sixtv Nine Thousand. Thirty
Five Dollars and Zero Cents Dollars ($969,036.00) lawful money of the United States, for payment of
which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby
bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth,
dated the 26th of January , 20�10, a copy of which is hereto attached and made a part hereof, for
the performance of the following described public improvements: Hot Mix Asphaltic Concrete Surface
Overlav 2009-20 at Twenty -Four Locations the same being referred to herein and in said contract as the
Work and being designated as project number(s) TPW Project No. C293-641200-204620138983and said
contract, including all of the specifications, conditions, addenda, change orders and written instruments referred
to therein as Contract Documents being Incorporated herein and being made a part hereof; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work
that it will remain in good repair and condition for and during a period of after the date of the final acceptance of
the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term
Of 2 fITwq]_Oars ; 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 Transportation and
Public Works, it be necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or
reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform it said agreement to maintain, repair or
reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be
null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and
the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said
Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is exhausted.
god BA 4520
IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each of which shall be
deemed an original, this 26th day of January , A.Q. 2010.
ATTEST:
(Principal) Secretary
(SEAL)
*tzvap
Witness as to Principal
ATTEST:
Secretary
Austin Bridqe & Road, LP
PRINCIPAL
By:
Name: Michael. Landen
Austin Bridge & Road, In
Title:
Address: 6330 Commerce Drive
Suite 150
Irving, Texas 75063
British American Insurance Co.
SURETY �1
By; �tr.��ui fit
Name: James R. Bennett, Jr.
Attorney in Fact
IS E A L) Address: 3535 Travis Street
Dallas, Texas 75204
iWessastoSuretWebecca S. Thacker Telephone Number. (214) 443-5500
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 Attomey-in-Fact.
The date of bond shall not be prior to date of Contract.
0
0
W
W
t
BRITISH AMERICAN INSURANCE COMPANY POWER OF ATTORNEY
Corporate Headquarters, 3535 Travis, Suite 300, Dallas, Texas 75204
KNOW ALL MEN BY THESE PRESENTS:
That BRITISH AMERICAN INSURANCE COMPANY, a Texas corporation, does hereby appoint:
- - Paul W. Hill, Jeffrey T. Fisher, J.E. Schranz, James R. Benentt, Jr., Dawn Knight, Tegist Jankowiak of Dallas, Texas - -
its true and lawful Attomey(s)-in-Fact, with full authority to execute on its behalf bonds, undertakings, recognizance and other
contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business, and to bind the company
thereby.
IN WITNESS WHEREOF, British American Insurance Company has executed these presents
this 27th day of March . 2009.
.17
Jeffrey T. Fi r, Selnor Vice President
STATE OF TEXAS §
COUNTY OF DALLAS §
On this 27th day of March 2009, before me came the above named officer of British American Insurance Company, to
me personally known to be the individual and officer described herein, and acknowledged that he executed the foregoing instrument
and affixed the seal of said corporation thereto by authority of his office.
HELEN MILLER
NOTARY PUBLIC
State of Texas
Gomm, Exp. 02.0 1 2 otary Public In and For the State of Texas
CERTIFICATE
The appointment is made under the authority of the following resolution, adopted by the Executive Committee of the Board of Directors of British American Insurance
Company at a meeting held on the 25th of March, 1980.
"RESOLVED, that the President shall be and is hereby vested with the full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to
represent and act for and on behalf of the Company subject to the following provisions:
1. Attomey-in-Fact may be given full power and authority as outlined in the Power of Attorney for and in the name of and on behalf of the Company to execute,
acknowledge and deliver fidelity and surety bonds and other bonds, consents of surety, consents to modifications of surety contracts as may be requir%d in the ordinary
course of business, all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by anysuch katetney-
in-Fact shall be binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary.
2. The facsimile signatures of the officers and the seal of the Company shall be valid and binding upon the Company in the execution, itestatioUVd se&,-,jl'af aay
instrument appointing an Attomey-in-Fact."
1, Tegist lankowiak, As Secretary of British American Insurance Company, do hereby certify that the above and foregoing is a trueatlSl correct odPy:Pf a Poyier�
of Attorney executed by said Company, which is still in force and effect; and, furthermore, the resolution of the Executive Committee of ikef_Dire`ctorS.,-p set
forth in the Power of Attorney, is now in force.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of the corporation
this t�i 6 of 20.14
V'
�� St J owta ,Assistant Secretary
BRITISH AMERICAN INSURANCE COMPANY
ow IMPORTANT NOTICE
TO OBTAIN INFORMATION OR MAKE A COMPLAINT,:
You may contact British American Insurance Company for information or to make a complaint
w at:
British American Insurance Company
Attn: James R. Bennett, Jr.
3535 Travis Street, Suite 300
Dallas, Texas 75204
(214) 443-5534
(214) 443-5624 (Fax)
You may contact the Texas Department of Insurance to obtain information on companies, cove-
rages, rights or complaints at:
Texas Department of Insurance
P.O. Box 149104
Austin, Texas 78714-9104
(800) 252-3439
M
ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not
become a part or a condition of the attached document and is given to comply with Section 2253-
021, Government Code, and Section 53.202, Property Code, effective September 1, 2001:
mt
no
No
.,
CITY OF FORT WORTH, TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS:
14 COUNTY OF TARRANT
This agreement made and entered into this the 26th day of January , 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, A.D., 1924, under the authority (vested in said voters by the
"Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at
a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter termed
Owner, and Austin Bridae and Road. L,P. HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be
made and performed by the Owner, and under the conditions expressed in the bond bearing even date
herewith, the said Contractor hereby agrees with the said Owner to commence and complete the
construction of certain improvements described as follows:
HOT MIX ASPHALTIC CONCRETE SURFACE OVERLAY 2009-20 AT TWENTY-FOUR
LOCATIONS
Designated as project number: C293-541200-204620138983.
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 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.
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
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 Transportation and Public Works
Department of the City of Fort Worth.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and approval
of the Transportation and Public Works Department of the City of Fort Worth and the City Council of the
City of Fort Worth within a period of 150 (ONE HUNDRED FIFTY) (calendar) working days.
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in the
General Conditions, there shall be deducted from any monies due or which may thereafter become due
him, the sum of $ 210.00 per calendar day, not as a penalty but as liquidated damages, the
Contractor and his Surety shall be liable to the Owner for such deficiency.
»1,
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
Specifications, and Contract Documents, then the Owner shall have the right to either demand the
surety to take over the work and complete the same in accordance with the Contract Documents or to
take charge of and complete the work in such a manner as it may deem proper, and if, in the
completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said
Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on
demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said
excess cost.
,1
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and
agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants
and employees, from and against any and all claims or suits for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to be
performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or
invitees, whether or not anv such iniurv. damage or death is caused, in whole or in Dart. by the
n li ence or alleged negligence of Owner. its officers. servants. or emplovees. 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
OFFICIAL RECORD
CITY SECRETARY
C-2 FT. WORTH, TX
.o.
Contract whether or not anv such iniury or damege is caused in whole or in part by the
neolidence or alleged negligence of Owner, its officers, servants or emolovess.
In the event Owner receives a written claim for damages against the Contractor or its subcontractors
prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or
(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been
referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
. work from a Contractor against whom a claim for damages is outstanding as a result of work
performed under a City Contract.
7.
The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
performance of the terms and stipulations of the Contract and for the payment to all claimants for labor
.� and/or materials furnished in the prosecution of the work, such bonds being as provided and required in
Texas Govemment Code Section 2253, as amended, in the form included in the Contract
Documents, and such bonds shall be 100 percent (100%) of the total contract price, and the said surety
shall be a surety company duly and legally authorized to do business in the State of Texas, and
acceptable to the City Council of the City of Fort Worth.
..
4
Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid
work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted
by the successful bidder hereto attached and made a part hereof. Payment will be made in by -weekly
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) aftemates
NIA shall be
NINE HUNDRED SIXTY NINE THOUSAND. THIRTY FIVE DOLLARS AND ZERO CENTS
$969.035.00
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
C3
a
It is further agreed that the performance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
.o Transportation and Public Works Department.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto
and made a part hereof the same as if it were copies verbatim herein.
11.
The Contractor shall procure and shall maintain during the life of this contract insurance as
specified in paragraph 8 of Special Instruction to Bidders of this contract documents.
12.
It is mutually agreed and understood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of
the State of Texas with references to and governing all matters affecting this Contract, and the
Contractor agrees to fully comply with all the provisions of the same.
IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 6
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the
corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through
- its duly authorized officers in Six 6 counterparts with its corporate seal attached.
OFFICIAL. RECORD
CITY SECRETARY
FT. WORTH, TX
C-4
Done in Fort Worth, Texas, this the
26th day of January , 2010
APPROVED:
DIRECTOR, TRANSPORTATION AND
PUBLIC WORKS DEPARTMENT
AUSTIN BRI o X & ROAD, L.P.
(Contractor)
BY:
(Representative)
Michael Landen
Director of Estimating
Austin Bridge & Road, Inc.
Gene aal "ITLL)
(Address)
Dustin Bridge & Road, LP
6330 Commerce Drive, Suite 150
Irving, 'i'exas 'I5uti;j
(City/State0p)
Revised June 2008
CITY OF FORT WORTH
A/r ASSISTANT CITY MANAGER
0'-'=a qe3l
Contract Authorizatiox
Date
ATTEST:
i Q-
CITY SECR ARY
(SEAL) 4, ";
0000000 00"�
�0U00 0
Sao aid
goo 00
d
0 0
0 a �/
lI. 001%. �pC
APPROVED AS TO FORM &
LEGALITY:
ASSI TA CITY ATTORNEY
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Project Name:
City Project Number:
Street Maintenance Work Notice
As a part of the City of Fort Worth's street Maintenance Program,
has been contracted to repair your street. During the maintenance work, there will be a
brief time that you may not have access to your residence or business. On the day
specified below, vehicles can not be parked on the street. Also, please turn off your
sprinkler adjacent to the street.
If you have any questions or concerns, please contact contractor
at
If we are not able to resolve your concerns to your satisfaction, you may contact City of
Fort Worth Inspector at Monday — Friday
between 7:30 AM and 4:30 PM
After 4:30 PM and on weekends, call (817)392-8100
Expected Construction dates
Block Limits Street Name Proiect Limits (Weather Permitting)
1 100-1200 Brown street Yates Ave to Keller Springs Pkwy From 5/5/08 to 5/29/09
Nombre del proyecto:
Numero del proyecto:
Notificacion del Mantenimiento de la Calle
Como pane del programs de mantenimiento de las Calles de la Ciudad de Fort Worth,
ha sido contratado para reparar su calle. Durante este trabajo de
mantenimiento, Habra un tiempo breve en que no tenga acceso a su hogar o negocio. En los dias
especificados abajo, vehiculos no deben estacionarse el la calle. Tambi6n, por favor apague su
sistema de regar el cesped cerca de la calle.
Si tiene alguna pregunta o preocupacion, por favor llame al contratista al
Si no resuelve su preocupacion a su satisfacciGn, puede tambi6n llamar a la Oficina de
inspeccion de la Ciudad de Fort Worth al , de lunes a viemes
entre las 7:30 AM y 4:30 PM
Despuds de las 4:30 PM o en los fines de semana llame al (817) 392-8100
Limites
Nombre
limites
Fechas de construccibn
de la cuadra
de la Calle
de proyecto
permitiendo el estado de tiemt>o
1 100-1200
Brown Street
Yates Ave a Keller Springs Pkwy
de 5/5/08 a 5/29/08
PROJECT DESIGNATION SIGN
41_01I
1 1'/4
FORTWORTH,--- A
PMS 288
PMS 167
3"
3''81 ET MAINTENANCE
3"I PROGRAM
0 I 3''
,.;4- 1 '/2 = Contractor:
21/211i �Contractor's Name /2
Z
1'/2" f TELEPHONE NUMBER
16'/2''
v 9
FORT WORTH IN LOGO-
CHELTINGHAM GOLD
ALL OTHER LETTERING IN APIAL BOLD
LOGO COLORS
FORT WORTH • PMS 288
LONGHORN LOGO- PMS 167
0
WMIM�
u LEGEND
H.M;A.C. REHABILITATION
u 01 11 11 1q. WEDOEMILLING
_ (RECYCLE /OVERLAY ONLY)
0
t
BUTT JOINT
STREET BEGIN OR
END POINT.
u REGARDLESS OF
THE INTERSECTING
z STREETS ANGLE.
o
_ NOTE: BUTT JOINTS NOT
REQUIRED WITH ,
= REMIXING PROCESS.
o-1
TYPICAL REVISED:
LAYOUT. FOR RECYCLING ACTIYITES REV.M.. DATE
1 1990
UNLESS NOTED OTHERWISE IN STREET SCHEDULE `
1 � I
NOTE :WAN ATTEMPT HAS SEENMADE. TO DETAIL
AS MANY STD. FIELD SITUATIONS AS
POSSI9LE HOWEVER THE CONTRACTOR
MIGHT HAVE TO OVERLAP PARTS OF
THESE DETAILS TO CONFIGURE •A
LAYOUT THAT 9EST APPLIES TO A
PARTICULAR SITUATION
(2) 13UTT JOINTS NOT REQUIRED WITH
REMIXING PROCESS,
BUTT
JOINT.
MEDIAN
STREET BEGIN OR
END POINT
LEGEND
H.M.A.C. REHABILITATION
11 11 '1R WEDOEMILLINO
( RECYCLE / OVERLAY
ONLY )
.40
■ Cr'� ■ '�. ...�
10
TYPICAL
LAYOUT FOR RECYCLING ACTIVITIES FOR BLVD. SECTION
UNLESS NOTED OTHERWISE IN STREET SCHEDULE
D - 2
REVISED:
A IV. No. DATI :
1 1990
i
NOTE,: IF EITHER RADIUS DOES NOT HAVE
AN ISLAND, IT WILL BE TREATED
LEGEND DAS
ETAIDICATED BY APPLICABLE
H.M.A.C. REHABILITATION I
NJ WEDOEMILLINO
(RECYCLE/ OVERLAY
ONLY )
BUTT JOINT
STREET BEGIN OR
ENO POINT)
OINT REGARDLESS OF THE
INTERSECTING STREETS ANGLE.
10
NOTE :III ALL RIGHT TURN STORAGE
LANES SHALL BE CONSIDERED _
AS PART OF CONTRACT.
(2) BUTT JOINTS NOT
REQUIRED WITH REMIXING.
PROCESS. D _ b
REVISED: i
ARV.010. DAT[:
TYPICAL.' 1 1990
LAYOUT FOR RECYCLING ACTMITES
UNLESS NOTED OTHERWISE IN STREET SCHEDULE.
OAS 0 P. _.:
LEGEND.
H.M.A.C.REHABILITATION
L
WEDGEMILLING (RECYCLE
/OVERLAY ONLY.)
NOTE 41)IF ANY COMBINATION OF ISLANDS
AND RIGHT TURN LANES ARE ABSENT
TURN RADIUS SHALL BE TREATED
AS STANDARD. BUTT JOINT SHALL
BE SQUARED OFF, IF NEEDED
AS A RESULT OF EXISTING CONC.
VALLEY GUTTER.
12) BUTT JOINTS NOT REOUIRED
WITH REMIXING PROCESS,
TYPICAL
LAYOUT FOR RECYCLING ACTIVITIES WHEN INTERSECTING
STREETS ARE RECYCLED SIMULTANEOUSLY
UNLESS NOTED OTHERWISE IN STREET SCHEDULE
1
D-4
REVISED:
REV. No. OATS!
1 1990
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 k 60.
1
If --DS
A �\V-- �
o
1 \
0'-
w
i �
CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN OCTOBER 2002
w
r
K
10' PARKWAY
PROPERTY LINE
Y
J �
Q
1 W
f/)
FLARES AT
SIDEWALKS SLOPE
1 ":12" MAX
(TYPICAL) •
7" CURB :•'� PROPERTY LINE
� D. a/,e•!. : '•�• -- - - -
CURB FLUSH`: " •�y'I°' a SIDEWALK
TW/GUTTER ,Q..
TLEVEL LANDING
DETECTABLE WARNING
SURFACE—
1 (2' x 4' DOME — TILES)
r
r
` WHEEL CHAIR RAMP
�' I CITY OF FORT WORTH -CONSTRUCTION STANDAR
no
11
EXISTING CURB
do GUTTER
--- 18' OR 24'
SAWCUT FOR
HMAC PVMT.
-- 8"
SODDING
AS REQUIRED
TYPE III
EXISTING 20' R.
SCALE 1" = 4'
1 SIDEWALK RAMP WITH
I COLORED SURFACE
--=-= BROOM FINISH
HMAC TIE-IN
BACK OF
PROP. CB.
% "k-
\
VARIABLE HEIGHT CURB
1 1:38
00
is 00 to
1:12
:4
EXISTING CURB k GUTTER
SODDING
AS REQUIRED
BACK OF PROP CURB
FACE OF 7" CURB
SAWCUT FOR CONCRETE PAVEMENT
ORT WORT CITY OF FORT WORTH, TEXAS DATE: 09/2004
ACCESSABILITY RAMP -
TYPE III (20' RADIUS) STR--040
R.O.W.
MONOLITHIC
. SIDEWALK CIRB
4"
STREET CURB LINES TO BE EXISTING
1 /4" DEEP
4 JOINT, 4" GAP 1" R
18
4'
IIII Im IUI illl +4.
/ SIDEW"
jCURB 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)
TYPICAL RAMP X-SECTION
CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD
OCTOBER, 1992, REDRAWN OCTOBER 2002
NOTES
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 1 RAMP MAXIMUM SIDEWALK CURB
HEIGHT 0" TO 7".
ORT'fVRT CITY OF FORT WORTH, TOM DATE:- 09/2004
ACCESSABILITY RAMP -
TYPICAL CROSS SECTION STR-031
lavrl LWV*2 ,1 Tap Of paqwuoculmr Publa
PERP04DKX M PUK= MMWA K CUM wwr
SbbfcYVMX
PNiALIR i4�IC CUHB RAMP
(`) KMUC
caueriEfl �SIDMAUC CURB RAMP
Pule S1daw�iBC L1ub Ramp
CITY OF FORT WORTH, TEXAS
ORT WOM ACCESSABILITY RAMP -
TYPICAL CROSS SECTION
OATS 09/20a4
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
TFFFF
ffild
i -
1
h. 1
Ili � O I
(a)
Perpendicular publie sldiwalk curb ramp
In public slderak with parkrrvy
0
(a)
Aarvilel public sidewalk curb ramp
In public sidewalk
oRT WoRTHI
(b)
Perpendicular public sidewalk curb romp
in public ■idewaYt
D c
(b)
Combination public sideralk curb ramp Perpendicular Pubic pidevalk curb romp
in public sidewalk with parkway at projected intersectlan
Fig. 60
Public Sidewalk Cirb Ramps at Idarkad Crossings
CITY OF FORT WORTH, TEXAS ( DAM 09/2004
ACCESSABIMY _RAMP
X'
Y
RUNNING RUNNING SLOPS
SWPE
1:20 MAX 1:12 MAX
COUNTER SLAPS
1 L20 MAX
1rA.LX
Nara � r
(1) Mope a 7/x where s 1e a level slope
(Z) Counter slope shall not eseced 1:20
Fig. B4.7.2
Measurement of Curb Ramp Slope
PLANTING OR 07HIR
NOmwALMG SURFACS
NOTb If I < 40" (1220 mua) them the slope of the
flared dd■e shall sat •weed LAX
sides (b) Returned Curb
fill. B4.7.5
Sides of Curb Ramps
i
Fig. B4.7.15
Built—up Curb Ramp
OCTOBER, 1992. REDRAWN OCTOBER 2002
CITY OF FORT WORTH. TEXAS
FoRTWORM ACCESSABILITY RAMP -
nA►j0 CI (1DG' f1FTA11
DATE: 09/2o04
STR-- 036
COLLAR CONFIGURATION COLLAR CONFIGURATION
FOR PAVED AREA IN UNPAVED AREA
4'-0" (MANHOLE)
2'-0" (WATER VALVE)
(8) 14 BARS,
PLACED AS SHOWN.
USE CLASS. "A" "•� ` �;. ; - :y. _... , .. .r. ,
�; • _t
CONCRETE. .' �.7.: �' f �''•�'T~::; :r, t. t
' �� ; .. 3', TYP.
LLJ
qwp
A - A�
O j
PLAN VIE1N
i
CASE CASE
.. #11 #2 GRADE RINGS 3" MIN.
COLLAR
a THICKNESS
VARIES, 8" MIN. \�_2_ 27. •�g S� ': p;;'`' •fitt �Ar
C.
CASE 141
COLLAR
SHALL EXTEND TO
"A
BOTTOM
OF 2:27 CONCRETE
SECTION
-A"
(REBAR
REQUIRED).
CASE #2
COLLAR
SHALL EXTEND 3" BELCW
(MANHOLE
COLLAR SHOWN)
BOTTOM
OF LOWEST GRADE RING
(NOT
TO SCALE)
(REBAR
REQUIRED).
OR1 WORUI I CITY OF FORT WORTH, TEXAS
MANHOLE AND WATER VALVE
CONCRETE COLLAR
3/4"
CHAMFER
TYP.
-GROUND
RAM NECK, TYP.
DATE: 09/2004
STR-028
Manhole Riser
■"
WO
' `°" Dia. Hole
th 302 Stainless
el Roll Pin
Cross Section view
—' 10 or 12 gage G90 galvanized steel
o-�
T
D Height o new asphalt overlay
4
�-- 3/4" thick riser bar
Exuanding Linkage
1 /4" 17/64" Diameter holes 6
COwzz-14f _ _ f•u•YW
• � O 1f 3/4 O.D.
5/8" 4 1141, 3/8" I. D.
3/8" - 16 Thread
Item
Item
Material Description
Tensile
Tensile
Number
Description
Yield_
Ultimate
1
3/8`{ Roll Pins
302 Stainless Steel (14,000 LB Double Sheer Strength)
2
Steel Skirt
12 or 10 gage A.I.S.I. 1020 Steel (A-36)
33,000
P.S.I.
60,000 P.S.I.
G-90 Galvanized
3
Weld
65%70%circumference welded
75,000
P.S.I.
85,000 P.S.I. i
4
3/4" wide Riser Bar
Hot Rolled Steel A.I.S.I, 1020 (A-36)
33,000
P.S.I.
60,000 P.S.I.
5
Rod Ends
Forging A.I.S.I. C-1030 Steel Heat Treated BHN 240
70,000
P.S.I.
92,000 P.S.I.
Zinc Plated with Dichromate Finish
i
6
Turnbuckle
A.I.S.I. I020 BHN 149
70,000
P.S.I.
80,000 P.S.I.
—
Zinc Plated died in Linebacker rust inhibitor
r.
Water. _ Valve Riser Cross Section view
12 gage G90 galvanized steel
O�
new asphalt overlay
3/8" D.O.M. Tube
Item Item Material Description
Number Description
1 Steel Skirt 12 gage A.I.S.I. 1020 Steel (A-36)
G-90 Galvanized
2 Weld Lincoln Outersheild 71 Elite .045
3 3/8" wide D.O.M Tube D. 0. M. Tube A.I.S.I. 1026 (A513 type 5)
w
Tensile Tensile
Yield Ultimate
33,000 P.S.I. 60,000 P.S.I.
75,000 MI. 85,000 P.S.I.
72,000 P.S.I. 87,000 P.S.1.
367
GROUND LINE l 1.5'MIN. FACE OF CURB
f
SUITABLE
MATERIAL
TAMPED IN
LIFTS NOT
CURB ANO
EXCEEDINC
12" LOOSE.
"b GUTTER
TOP OF CURB
zi WASHED ROCK
12' OVERLAP
= PER ITEM 4021!..
FILTER FABRIC PER
PAY ITEM NO. 1$
1.5'
PIPE SHALL BE 6' PERFORATED
POLYVINYL CHLORIDE TUBING
PER ASTM D-1784 UNLESS
SPECIFIED OTHERWISE.
S U 8 0 R A I N .
CITY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD
IDRAWING NO. S—S 11 MODIf.l DATE: 3-7-96
Addendum 3
A
BACK OF
T /CURB
PLAN VIEW
(Vanes)
(Min. 30' - Max 40')
2' (Varies) _ _2'-7.5" 6'-3" 2'-7.5"
I (TYP•)I` (TRIP.) — �TYP) I-
12" WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
I 0
i
1 �
A i
u
T
i Striping and reflectors to be
install by the Contractor
T
T
T
T
T
T
rHeight:
Ramp Gradient
Side Gradient:
r
BA CK OF
CURB
I
(Varies) 2'
i
u a d a a a a a
12" WHITE HOT TAPE
(AVERY DENNISON
OR EQUIVALENT)
i
WHITE TYPE II 1-SIDED REFLECTORS
3-1/2 inches
8.57 in 1 (30 inches / 3.1/2 inches height) DEPARTMENT OF TRANSPORTATION
3.43 in 1 (12 inches / 3-1/2 inches heigh$A�N FICEN�INEERING IN WORKS CITY OF
OR WORTH
SPEED CUSHIONS
�WN Vi ah
AJB I January 15, 2004
' YfRpVEp tY:
DRAWING NOT TO SCALE
r
a
s
HMAC Surface Overlay (2009-20)
Blk Limits ProjectName Street Limits D Map LM Procedure
1100 - 1199
5TH AVE
W ROSEDALE ST - W OLEANDER ST
9
76M
0,18
FMOL
1200 - 1299
5TH AVE
W OLEANDER ST - W MAGNOLIA AVE
9
76M
0.19
FMOL
3200 - 3299
BOSWELL DR
BUTTERCUP LN - E LANCASTER AVE
5
80M
0.57
POL
7400 - 7599
BUTTERCUP LN
SANDY LN - BOSWELL DR
5
80L
0.8
POL
2500 - 2599
FISHER AVE
W DEAD END - S SYLVANIA AVE
8
63Y
0.17
MOL
900 - 1199
GRACE AVE
S CUL-DE-SAC - WESTBROOK AVE
2
63L
0.53
MOL
800 - 875
HUNTERS GLEN CT
NW CUL-DE-SAC - HUNTERS GLEN TRL
4
67V
0.04
MOL
700 - 899
HUNTERS GLEN TRL
RACQUET CLUB DR - SYLVAN DR
4
67U
0,73
MOL
8800 - 9099
HUNTERS GLEN TRL
SYLVAN DR - RACQUET CLUB DR
4
67V
0.79
MOL
1000 - 1399
W JESSAMINE ST
COLLEGE AVE - 6TH AVE
9
76V
0.65
FMOL
2500 - 2599
LAWNWOOD ST
W DEAD END - S SYLVANIA AVE
8
63Y
0.15
MOL
2000 - 2099
W LOTUS AVE
CARDINAL LN - WATAUGA RD
2
63F
0.59
MOL
2100 - 2199
MORNING GLORY AVE
W LOTUS AVE - W LOTUS AVE
2
63F
0.51
MOL
840 - 999
NEWPORT RD
ROLLING SPRINGS CT - JOHN T WHITE RD
4
67U
0.27
MOL
7200 - 7299
NOSILLA ST
E DEAD END - ROSEHILL DR
5
80L
0.25
POL
800 - 875
OAK CREST DR
NW CUL-DE-SAC - HUNTERS GLEN TRL
4
67U
0.08
MOL
300 - 399
S RAYNER ST
E 4TH ST - GALVEZ AVE
8
63U
0.14
MOL
7200 - 7299
ROUTT ST
E DEAD END - ROSEHILL DR
5
80L
0.25
MOL
3500 - 3999
SANDGATE ST
SHROPSHIRE ST - E BERRY ST S
8
78W
0,55
POL
800 - 899
SHADY GLEN CT
N CUL-DE-SAC - HUNTERS GLEN TRL
4
67U
0.21
MOL
2300 - 2599
SHROPSHIRE ST
E DEAD END - MITCHELL BLVD
8
78W
0.61
POL
8800 - 8849
SYLVAN CT
SYLVAN DR - E CUL-DE-SAC
4
67U
0.11
MOIL
700 - 999
SYLVAN DR
RACQUET CLUB DR - JOHN T WHITE RD
4
67U
0.78
MOL
2400 - 2599
WILLING AVE
ELIZABETH BLVD - W ROBERT ST
9
76U
0.45
FMOL
9.6
za
du
u
rig rig a
ITEM UNIT ITEM DESCRIPTION
1 EA Project Designation Sign
2 LS Utility Adjustment
3 LF Removal & Replacement of Concrete Curb and Gutter
4 LF Install New Concrete Curb and Gutter
5 SF I Removal and Replacement of 6-Inch Concrete Driveway
6 SF Removal and Replacement of 6-Inch Eexposed Aggregate Driveway
7 SF Install New 6-Inch Concrete Driveway
8 SF Removal and Replacement of 4-Inch Concrete Sidewalk-
9 SF Removal and Replacement of 4-Inch Exposed Aggregate SfdewafkW
10 SF Install New 4-Inch Concrete Sidewalk
11 SF Removal and Replacement of Concrete Walk-ADA Wheelchair Ram
12 SF Install New Walk-ADA Wheelchair Ramp
13 SY Removal and Repiacementof Concrete Valley Gutter
14 SY Install new Concrete Valley Gutter
15 EA Removal and Replacement of 5 Ft Storm Drain Inlet -Top
16 EA Removal and Replacement of 10 Ft Storm Drain Inlet -Top
17 LF Install 6-Inch Perforated Pipe -Sub Drain
18 SY 8-Inch Pavement Pulverization
19 TON 26 )b/sy Cement Modification
20 CY Unclassified Street Excavation
21 CY Crushed Limestone
22 CY Asphalt Pavement Base RepairAsphalt Pavement Base Repair
23 TON HMAC Level Up
24 LF Wedge Miling 2 Inch to 0 Inch Depth, 5.0 Ft Wide
25 EA Butt Joint -Milled
26 SY 1,2 Inch HMAC Surface Milling
27 SY 15 Inch HMAC Surface Milling
28 LF �3-lnch
Crack Sealing of Existing HMAC Pavement
29 SY Base Course Type B Mix
30 SY 2-Inch Surface Course Type D Mix
31 EA Removal and Replacement of 30-Ft Speed Cushion
32 EA Removal and Replacement of 40-Ft Speed Cushion
33 EA (Water Valve Box Adjustment With Steel Riser
34 EA (Water Valve Box Adjustment with Concrete Collar
35 EA (Water Meter Box Adjustment
36 EA Manhole Adjustment With Steel Riser -
37 EA Manhole Adjustment With Concrete Collar -
-3$ -- -� - ----- -- - -- - - ---
Ramp
Monthly Pickup of Bulky Items
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS_ (2009-20)
-. --_-STREET BY STREET QUANTITY DETERMINATION SPREADSHEET ---
a I
3
-I
a
w
i
F a
a
�a
x
d
¢
Q
F
v
�
W
W
3
"1
w
w
OF
FA
FU
3
>.
�A
Z
G�1
ads
d
d
Ar A+
U
.44
a.tl
Q
w d
1 U d
wd�
W W d
aaa
C7C7 W
iW .7
as
C7URL
W
a�
Ir w
I>x
>
A d
d
3a
O
aww
W
qqaF
d
W
x
as
xWQ
nO
IdAa
IAA
awz
C794
w dU
zWz
oQ
Qa
;C7>
���
GC0.
ac�3
>wov
rn y�
d
�a�
w d
3 U
W
F
w as
U a
w w p
wad
;azx
w d A
W k
3 w>
z
Z a x
F F
O z F
O U
Fad
F
o� 20
F A
'�Q0
a
CnW�o
F
UWo
F F U
'Z�30
E. O
�a"}o
a a
0
F a
Cn
5
o
u,3 �
cowaa
co A.
;wan
1��3
xxz�J�xd`�
Sao
;x�U
.�t�w
a3�
o�
aU�
o��!o
33'
woxa
0
zx°
QTY
QTY
QTY
QTY
QTY
QTY
QTY
QTY
QTY
QTY -
QTY
QTY
I QTY
0
D
0
0
0
-p -
_ 0
0
0
I 0-
1 D
0
0
0
0
0
0
p
°-
0
0
- -0
p
p
0
0
J175
50
100
0
I 25
I 0
I 25
0
0
( 0
I
275
25
f 0
40
°
I -°
-
° -
°
I °
L 0_
I
0
0
0
0
0
°
°
°
-- °
°
-
°
( D
1 D
100
0
p
0
0
0
0
0
I 0
- -
0
0
-
0
p
0
0
0
I 0
0
-
0
0
-
0
0
0
0
0
0
0
0
I 0
0-
0
0
I 0
( 0
0
0
I 0
- -0
0
0
0
0 1
a 0
0
0
0
0
0
0
0
0
I 0
0
0
0 I
0
0
0
0
0
I 0
0
i 0
0
0
0
0
I p
TOTAL
0
0
675
40
100
0
0
0
0
0
0
I 0
0 -
-- L.--45
0
10,725
139
0
- 25
j 210
100
18,970
I
26
225
- -I - 7,035 -
19,800
7,035
47,069
0
0
- -- - - 10 ` --22 -
-- 0 --
17
13
Page 1 of 2
-HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS (2009-20)
— STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET
Z '
zw x N F x A
F F z F v A
A q Cn LOd AG v'F w Cal laZqi'U
cr
y �W v�A a Fiz� Fwa tW� aj UA AUA W �Z
ce i. d wacK c�F Iv'p a -Ituo OAS rnAw Zz ZF a Z Awv
0xv_ww AaO pA�w IaAwd wx0ad0V Z O
w�dZO O
OZ0 O�O O�
Ztx�nwZC4 -
nR:� W �w
ITEM 1 UNIT ITEM DESCRIPTION _ QTY QTY QTY QTY QTY QTY - QTY QTY QTY I QTY
1 EA Project Designation Sign 0 0 0 0 _0_1 0 0 0 0 I -0 -- -
2 ` LS j Utility Adjustment 0 0 0 I 0 0 0 0 0 0` I 0
3 LF Removal & Replacement of Concrete Curb and Gutter 0 1, 10 10 0 50 I f 0 225 0 25 1 275 J
-
4 LF Install New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 , D
5 SF Removal and Replacement of 6-Inch Concrete Driveway I 0 1— 0 0 0 0 0 325 0 I 165 - 435
6 SF Removal and Replacement of 6-Inch Eexposed Aggregate Driveway - 0 ( 0 0 0 0 0 0 0 0 0
7 SF Install New 6-Inch Concrete Driveway 0 1 0 0 0 0 0 0 o 0 0 I {
8' SF Removal and Replacement of 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 1
9 SF Removal and Replacement of 4-Inch Exposed Aggregate SidewalkWa 0 0 0 ' 0- 0 0 0 0 0 0
10 SF Install New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0
11 SF Removal and Replacement of Concrete Walk-ADA Wheelchair Ramp , 0 0 0 0 0 I 0 0 0 0 I-
12 SF 'Install New Walk-ADA Wheelchair Ramp 0 0 0 I 0— 0 0 0 _` 0 L 0 0
13 SY Removal and Replacementof Concrete Valley Gutter 0 0 _ 45 45 0 0 0--0 i - 0 0
14 SY Install new Concrete Valley Gutter 0 0 0 0 1 90 0 , 0- 45 0 0
15 EA Removal and Replacement of 5 Ft Storm Drain Inlet -Top 0 ` 0 0 0 0 I 0 2 0 1 0
16 I ' 0 0 0 0 0 0 0 ` 0
EA Removal and Replacement of 10 Ft Storm Drain Inlet -Top 0 0 - -
-0 0 0 0__ -+ 0 0 0 0
17 LF 18 SY �8-lnchil 6-Inch PavemenrfPulveeri Pulverization Pipe -Sub Drain 1,765 0 0 S 0 4,1120 �- 0 4,600 0 0 0- I
19 TON 26 Ib/sy Cement Modification 23 - 0 0 0 54 0 60 0 0 0
20 CY Unclassified Street Excavation 0 0 0 �0 0 0 0 0 0 0 -
21 CY Crushed Limestone 0 0 0 O I 0 0 I 0 0 I 0 0
22 CY Asphalt Pavement -Base RepairAsphalt Pavement Base Repair j 0 4 0 0 —Ij 0 0 0 8 I 15 170
23 TON (HMAC Level Up I 0 3 1 2 5 }I0 5 j 0� 3 I 17 9
24 LF Wedge Miling 2 Inch to 0 Inch Depth, 5.0 Ft Wide _---I 0 530 580 1,150 I 0 1,100 0 I 530 3,850 1 0 I -
p 1 2 2 0 1 0 1 2 2
25 EA Butt Joint -Milled -� �__-
0 25 0 0 0 0 0 15 0 1 0
26 SY 2 Inch HMAC Surface Milling ��I -_ i_ _ --
27 SY 5 Inch HMAC Surface Milling 0 0 0 0 I 0 0 0 - 0 0 3,380-
28 LF Crack Sealing of Existing HMAC Pavement 0 500 750 1,500 0 1,300 0 600 2,900 0
29 SY 3-Inch Base Course Type B Mix 0 0 0 0 0 0 I 0 0 0 3,380 -I
30 1 SY 2-Inch Surface Course Type D Mix _ 1,765 940 I_ 895 1,770 4,120_1,830-4,600 1 927 6,000 3,380
31 EA Removal and Replacement of 30-Ft Speed Cushion 0 0 0 0 0 - �0 1 0 I 0 - 1 0
32 EA Removal and Replacement of 40-Ft Speed Cushion 0 0 0 0 0 0 0 I 0_ 0 1
33 EA Water Valve Box Adjustment With Steel Riser 1_ 1_ 0 1 0 1 0 0 0 0
��--
34 EA Water Valve Box Adjustment with Concrete Collar — 0 0 0 0 _ 4 _ 0 _ 5 -1 3 0 `
--
35 EA Water Meter Box Adjustment 0 0 0 0 _ 0-- 0 0 0 I 0 0
36 EA Manhole Adjustment With Steel Riser — 1 1 - 0 - 1 0 1 - 0 0 - 0 0
37 EA Manhole Adjustment With Concrete Collar 0 0 0 _ 0 8 0 4 1 5 0
Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 1 2nd Monday of 1st Monday ofI 2nd Monday of 2nd Monday 2nd Monday 1st Monday of 2nd Monday 1st Monday of 1st Monday of 3rd Monday of
the month the month the month of the month of the month the month of the month the month the month the month
TOTAL
0
0
0
0
595
I
1,270
1
0
40
925
1,025
0
0
D
I 0
0
0
0
0
l o
0
0
0
0
0
90
90
135
180
3
I 5
0
i
1 .
0
F- 0
10,485
21,210
136
276
f0
0
i 0 I
25
197
407
1
43
143-
7,740
26,710
11
37
40
265
3,380
10,415
7,550 I
_27,350
3,380
10,415
-
26,227
73,296
i
I
1 I
1
4 -
- - -14
1 13 I
-
-- 35
o
0-
4
I--
1
21
-- - - -� --
18 -- - f
-- �--- - - 31-
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Thursday Thursday Thursday Thursday Wednesday Thursday Wednesday Thursday Thursday Wednesday
ON ALL STREETS IN THIS CONTRACT, THE CONTRACTOR MAY WORK DURING THE DAY, BETWEEN 7:00 A.M. UNTIL 7:00 P.M.
Page 2 of 2