R2009-179 - 2009-11-09RESOLUTION NO. R2009-179
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING AN ADVANCED FUNDING AGREEMENT WITH
THE STATE OF TEXAS FOR THE STATE HIGHWAY 35 IMPROVEMENT
PROJECT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain Advance Funding Agreement by and between the City of
Pearland and the State of Texas, a copy of which is attached hereto as Exhibit "A" and
made a part hereof for all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute
and the City Secretary to attest an Advance Funding Agreement with the State of Texas,
for improvements to State Highway 35.
PASSED, APPROVED and ADOPTED this the 9th day of ber, A.D., 2009.
C=1 Y f ---Q
TOM REID
MAYOR
ATTEST:
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
Texas Department of Transportation
P.O. BOX 1386 • HOUSTON. TEXAS 77251-1386 • (713) 802-5000
December 1, 2009
CONTACT: PLAN REVIEW
BY CERTIFIED MAIL R7007 0710 0005 1338 9458
Brazoria County
CSJ 0178-02-055
SH 35: Harris County Line to FM 518
Mr. William Eisen
City Manager
City of Pearland
3519 Liberty Drive
Pearland, Texas 77581-5416
Dear Mr. Eisen:
Please find attached one original fully executed counterpart of a funding agreement for the
subject project. We request that you retain this agreement in your permanent records.
If you should have any questions concernfing this matter, please contact Mr. Bob Eng, P.E., of
the Consultant Contract Administration Section at (713) 802-5511 or Ms. Darlene Taylor of the
Plan Review Section at (713) 802-5864.
DDT
Attachments
Cc: Mr. James W. Koch, P.E.
Mr. Mark D. Patterson, P.E.
Mr. Bob S. Eng, P.E.
Ms. Darlene D. Taylor
Sincerely,
Ga . rie Y. Johnson, P.E.
Director of Transportation
Planning and Development
Houston District
An Equal Opportunity Employer
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
THE STATE OF TEXAS §
THE COUNTY OF TRAVIS §
ADVANCE FUNDING AGREEMENT FOR VOLUNTARY
LOCAL GOVERNMENT CONTRIBUTIONS
TO TRANSPORTATION IMPROVEMENT
PROJECTS WITH NO REQUIRED MATCH
THIS AGREEMENT IS MADE BY AND BETWEEN the State of Texas, acting by and
through the Texas Department of Transportation, hereinafter called the "State", and the
City of Pearland, acting by and through its duly authorized officials, hereinafter called
the "Local Government."
WITNESSETH
WHEREAS, Transportation Code, Chapters 201, 221, 227, and 361, authorize the
State to lay out, construct, maintain, and operate a system of streets, roads, and
highways that comprise the State Highway System; and,
WHEREAS, Government Code, Chapter 791, and Transportation Code, §201.209 and
Chapter 221, authorize the State to contract with municipalities and political
subdivisions; and,
WHEREAS, Commission Minute Order Number 111550 approved funding with the
proceeds of bonds and other public securities for various projects through out the Stat
including this project generally described as the widening of SH 35 to 6 -lane divided
roadway with curb and gutter from the Harris County Line to FM 518; and,
WHEREAS, the Local Government has requested that the State allow the Local
Government to participate in said improvement by funding that portion of the
improvement described as the water line and sanitary sewer work within the above
described limits, to be hereinafter called the "Project"; and,
WHEREAS, the State has determined that such participation is in the best interest of
the citizens of the State;
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Revised 04/20009
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
NOW, THEREFORE, in consideration of the premises and of the mutual covenants and
agreements of the parties hereto, to be by them respectively kept and performed as
hereinafter set forth, the State and the Local Government do agree as follows:
AGREEMENT
Article 1. Time Period Covered
This agreement becomes effective when signed by the last party whose signing makes
the agreement fully executed, and the State and the Local Government will consider it
to be in full force and effect until the Project described herein has been completed and
accepted by all parties or unless terminated, as hereinafter provided.
Article 2. Project Funding and Work Responsibilities
The State will authorize the performance of only those Project items of work which the
Local Government has requested and has agreed to pay for as described in Attachment
A, Payment Provision and Work Responsibilities which is attached to and made a part
of this contract.
In addition to identifying those items of work paid for by payments to the State,
Attachment A, Payment Provision and Work Responsibilities, also specifies those
Project items of work that are the responsibility of the Local Government and will be
carried out and completed by the Local Government, at no cost to the State.
At least sixty (60) days prior to the date set for receipt of the construction bids, the
Local Government will pay the State fifty percent (50%) of the State's estimated cost of
construction for the requested items of work. The Local Government shall remit its
remaining financial share for the State's estimated construction oversight and
construction costs sixty (60) days after receipt of the construction bids.
In the event that the State determines that additional funding by the Local Government
is required at any time during the Project, the State will notify the Local Government in
writing. The Local Government shall make payment to the State within thirty (30) days
from receipt of the State's written notification.
Whenever funds are paid by the Local Government to the State under this Agreement,
the Local Government shall remit a check or warrant made payable to the "Texas
Department of Transportation Trust Fund." The check or warrant shall be deposited by
the State in an escrow account to be managed by the State. Funds in the escrow
account may only be applied by the State to the Project. If, after final Project
accounting, excess funds remain in the escrow account, those funds may be applied by
the State to the Local Government's contractual obligations to the State under another
advance funding agreement.
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Revised 04/21/2009
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
If the Local Government will perform any work under this contract for which
reimbursement will be provided by or through the State, the Local Government must
complete training before a letter of authority is issued. Training is complete when at
least one individual who is working actively and directly on the Project successfully
completes and receives a certificate for the course entitled Local Government Project
Procedures Qualification for the Texas Department of Transportation. The Local
Government shall provide the certificate of qualification to the State. The individual who
receives the training certificate may be an employee of the Local Government or an
employee of a firm that has been contracted by the Local Government to perform
oversight of the Project. The State in its discretion may deny reimbursement if the
Local Government has not designated a qualified individual to oversee the Project.
Whenever funds from the American Recovery and Reinvestment Act of 2009 (ARRA)
are distributed to a Local Government, the Local Government must complete its
Schedule of Expenditures of Federal Awards (SEFA) and the Data Collection Form (SF -
SAC), as required by OMB Circular A-133, and separately identify any ARRA
expenditures for Federal Awards.
Payment under this contract beyond the end of the current fiscal biennium is subject to
availability of appropriated funds. If funds are not appropriated, this contract shall be
terminated immediately with no liability to either party.
Article 3. Right of Access
If the Local Government is the owner of any part of the Project site, the Local
Government shall permit the State or its authorized representative access to the site to
perform any activities required to execute the work.
Article 4. Adjustments Outside the Project Site
The Local Government will provide for all necessary right-of-way and utility adjustments
needed for performance of the work on sites not owned or to be acquired by the State.
Article 5. Responsibilities of the Parties
The State and the Local Government agree that neither party is an agent, servant, or
employee of the other party and each party agrees it is responsible for its individual acts
and deeds as well as the acts and deeds of its contractors, employees, representatives,
and agents.
Article 6. Document and Information Exchange
The Local Government agrees to electronically deliver to the State all general notes,
specifications, contract provision requirements and related documentation in a
Microsoft® Word or similar document. If requested by the State, the Local Government
will use the State's document template. The Local Government shall also provide a
detailed construction time estimate including types of activities and month in the format
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Revised 04/21/2009
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
required by the State. This requirement applies whether the local government creates
the documents with its own forces or by hiring a consultant or professional provider. At
the request of the State, the Local Government shall submit any information required by
the State in the format directed by the State.
Article 7. Interest
The State will not pay interest on funds provided by the Local Government. Funds
provided by the Local Government will be deposited into, and retained in, the State
Treasury.
Article 8. Inspection and Conduct of Work
Unless otherwise specifically stated in Attachment A, Project Budget and Description, to
this contract, the State will supervise and inspect all work performed hereunder and
provide such engineering inspection and testing services as may be required to ensure
that the Project is accomplished in accordance with the approved plans and
specifications. All correspondence and instructions to the contractor performing the
work will be the sole responsibility of the State. Unless otherwise specifically stated in
Attachment A to this contract, all work will be performed in accordance with the
Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges adopted by the State and incorporated herein by reference, or special
specifications approved by the State.
Article 9. Increased Costs
In the event it is determined that the funding provided by the Local Government will be
insufficient to cover the State's cost for performance of the Local Government's
requested work, the Local Government will pay to the State the additional funds
necessary to cover the anticipated additional cost. The State shall send the Local
Government a written notification stating the amount of additional funding needed and
stating the reasons for the needed additional funds. The Local Government shall pay
the funds to the State within 30 days of the written notification, unless otherwise agreed
to by all parties to this agreement. If the Local Government cannot pay the additional
funds, this contract shall be mutually terminated in accord with Article 11 - Termination.
If this is a fixed price agreement as specified in Attachment A, Project Budget and
Description, this provision shall only apply in the event changed site conditions are
discovered or as mutually agreed upon by the State and the Local Government.
If any existing or future local ordinances, commissioners court orders, rules, policies, or
other directives, including but not limited to outdoor advertising billboards and storm
water drainage facility requirements, are more restrictive than State or Federal
Regulations, or if any other locally proposed changes, including but not limited to plats
or replats, result in increased costs, then any increased costs associated with the
ordinances or changes will be paid by the local government. The cost of providing right
of way acquired by the State shall mean the total expenses in acquiring the property
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Revised 04/21/2009
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
interests either through negotiations or eminent domain proceedings, including but not
limited to expenses related to relocation, removal, and adjustment of eligible utilities.
Article 10. Maintenance
Upon completion of the Project, the Local Government will assume responsibility for the
maintenance of the completed Project unless otherwise specified in Attachment A to
this agreement.
Article 11. Termination
This agreement may be terminated in the following manner:
• by mutual written agreement and consent of both parties;
• by either party upon the failure of the other party to fulfill the obligations set forth
herein;
♦ by the State if it determines that the performance of the Project is not in the best
interest of the State.
If the agreement is terminated in accordance with the above provisions, the Local
Government will be responsible for the payment of Project costs incurred by the State
on behalf of the Local Government up to the time of termination.
• Upon completion of the Project, the State will perform an audit of the Project
costs. Any funds due to the Local Government, the State, or the Federal
Government will be promptly paid by the owing party.
Article 12. Notices
All notices to either party by the other required under this agreement shall be delivered
personally or sent by certified or U.S. mail, postage prepaid or sent by electronic mail,
(electronic notice being permitted to the extent permitted by law but only after a
separate written consent of the parties), addressed to such party at the following
addresses:
Local Government:
City Manager
City of Pearland
3519 Liberty Drive
Pearland, Texas 77581-5416
State:
District Engineer
Texas Department of Transportation
P. 0. Box 1386
Houston, Texas 77251-1386
All notices shall be deemed given on the date so delivered or so deposited in the mail,
unless otherwise provided herein. Either party may change the above address by
sending written notice of the change to the other party. Either party may request in
writing that such notices shall be delivered personally or by certified U.S. mail and such
request shall be honored and carried out by the other party.
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Revised 04/21/2009
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
Article 13. Sole Agreement
In the event the terms of the agreement are in conflict with the provisions of any other
existing agreements between the Local Government and the State, the latest
agreement shall take precedence over the other agreements in matters related to the
Project.
Article 14. Successors and Assigns
The State and the Local Government each binds itself, its successors, executors,
assigns, and administrators to the other party to this agreement and to the successors,
executors, assigns, and administrators of such other party in respect to all covenants of
this agreement.
Article 15. Amendments
By mutual written consent of the parties, this contract may be amended prior to its
expiration.
Article 16. State Auditor
The state auditor may conduct an audit or investigation of any entity receiving funds
from the state directly under the contract or indirectly through a subcontract under the
contract. Acceptance of funds directly under the contract or indirectly through a
subcontract under this contract acts as acceptance of the authority of the state auditor,
under the direction of the legislative audit committee, to conduct an audit or
investigation in connection with those funds. An entity that is the subject of an audit or
investigation must provide the state auditor with access to any information the state
auditor considers relevant to the investigation or audit.
Whenever ARRA funds are used and the Local Government is performing any work,
either directly or through a contractor, it must comply with the following provisions. If a
Local Government is receiving ARRA funds, but is not performing any work, the
following provisions apply, if appropriate, and to the extent necessary to comply with
ARRA regulations.
In accordance with Section 902 of the ARRA, should this agreement involve the
expenditure of ARRA funds, then the U.S. Comptroller General and its representatives
shall have the authority to:
a. examine any records of the contractor or any of its subcontractors, or any State
or local agency administering such contract, that directly pertain to, and involve
transactions relating to the contract or subcontract; and
b. interview any officer or employee of the contractor or any of its subcontractors, or
any State or local agency administering the contract regarding such contracts.
Nothing in the section previously mentioned shall be interpreted to limit or restrict in any
way the existing authority of the Comptroller General.
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Revised 04/21/2009
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart.64 #: 32150
Project: SH 35: Harris County Line to
FM 518
In accordance with Section 1515(a) of the ARRA, with respect to each contract or grant
awarded using covered funds, any representative of an appropriate inspector general
appointed under Section 3 or 8G of the Inspector General Act of 1978 (5 U.S.C. App.),
is authorized:
a. to examine any records of the contractor or grantee, any of its subcontractors
or subgrantees, or any State or local agency administering such contract that
pertain to and involve transactions relating to the contract, subcontract, grant,
or subgrant; and
b. to interview any officer or employee of the contractor, grantee or subgrantee,
or agency regarding such transactions.
Section 1515(b) further provides that nothing in the section previously mentioned shall
be interpreted to limit or restrict in any way the existing authority of an inspector
general.
The ARRA requires that the Contractor report monthly employment information for its
firm as well as that of all of its subcontractors. The Contractor, similarly, shall include
this reporting requirement in all of its subcontracts. Failing to include the requirement in
agreements with subcontractors can serve as grounds for contract termination.
Form FHWA-1589, Monthly Employment Report promulgated by the Federal Highway
Administration (FHWA), captures the necessary monthly employment information and
shall be submitted by the Contractor on a regular basis to the Local Government. It is
the responsibility of the Local Government to obtain this form from the prime Contractor
and any subcontractors and, the LG shall verify the accuracy, completeness, and
reasonableness of the data contained in the form. The LG shall ensure that this form
is submitted by the Local Government to the State according to the policies and at the
direction of the State.
In order to meet any other FHWA and ARRA reporting requirements, the Local
Government shall provide to the State all information requested by the State, including
data or information in possession of contractors and subcontractors for completing
other necessary reporting forms, and the information shall be submitted in the manner
required and according to all due dates as set by the State.
Furthermore, the ARRA mandates that the U.S. Comptroller General's Office shall have
authority to examine the records of the contractor, subcontractor, or local agency
relating to the project at any time.
Article 17. Insurance
If this agreement authorizes the Local Government or its contractor to perform any work
on State right of way, before beginning work the entity performing the work shall provide
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Revised 04/21/2009
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
the State with a fully executed copy of the State's Form 1560 Certificate of Insurance
verifying the existence of coverage in the amounts and types specified on the
Certificate of Insurance for all persons and entities working on State right of way. This
coverage shall be maintained until all work on the State right of way is complete. If
coverage is not maintained, all work on State right of way shall cease immediately, and
the State may recover damages and all costs of completing the work.
Article 18. Debarment
The parties are prohibited from making any award at any tier to any party that is
debarred or suspended or otherwise excluded from or ineligible for participation in
Federal Assistance Programs under Executive Order 12549, "Debarment and
Suspension." By executing this agreement, the [Contractor, Local Government,
Engineer, or whatever] certifies that it is not currently debarred, suspended, or
otherwise excluded from or ineligible for participation in Federal Assistance Programs
under Executive Order 12549. The parties to this contract shall require any party to a
subcontract or purchase order awarded under this contract to certify its eligibility to
receive Federal funds and, when requested by the State, to furnish a copy of the
certification.
Article 19. Signatory Warranty
The signatories to this agreement warrant that each has the authority to enter into this
agreement on behalf of the party they represent.
IN WITNESS WHEREOF, THE STATE AND THE LOCAL GOVERNMENT have
executed duplicate counterparts to effectuate this agreement.
THE STATE OF TEXAS
ecutive Director and approved for the Texas Transportation
Tose and effect of activating and/or carrying out the orders,
r wb k programs heretofore approved and
d auhorized by the
Commi ion.
Executed for the
Com ion for the
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Texas
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AFA-AFA_VoITIP Page 8 of 9 10/22/2009
Revised 04/21/2009
THE LOCAL GOVERNMENT
Name of the Local
Government1 Cit of Pearl and
By /h 2
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
Date November 9, 2009
Typed or Printed Name and Title Bi 11 Ei sen
City Manager
AFA-AFA_VoITIP Page 9 of 9 10/22/2009
Revised 04/21/2009
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
ATTACHMENT A
Payment Provision and Work Responsibilities
The Local Government is one hundred percent (100%) responsible for the costs
associated with the proposed water line and sanitary sewer line improvements along
SH 35 from the Harris County Line to FM 518. The Local Government's estimated cost
of this additional work is $4,164,965.15, including construction items, and engineering
and contingencies. The State has estimated the project to be as follows:
Description
Total Estimate
Cost
Federal
Partici
•ation
State
Partici •ation
Local Participation
Cost
%
Cost
%
Cost
4Y
Construction of
Proposed Items
of Work
$3,512,367.30
0%
$0.00
0%
$0.00
100%
$3,512,367.30
Direct State
Costs (including
Engineering and
Contingencies)
$474,169.59
0%
$0.00
0%
$0.00
100%
$474,169.59
Indirect State
Costs
$178,428.26
0%
$0.00
0%
$0.00
100%
$178,428.26
TOTAL
$4,164,965.15
$0.00
$0.00
$4,164,965.15
Direct State Cost will be based on actual charges.
Local Government's Participation (100%) = $4,164,965.15
SCHEDULE OF PAYMENT
The Local Government's funding share shall be equal to the estimated construction
cost. The Local Government shall make incremental payments of their funding share
for the project to the State. The first payment in the amount of $2,082,482.58 shall be
due at least sixty (60) days prior to the date set for receipt of the construction bids. The
remaining funding share shall be due sixty days after receipt of the construction bids.
The payments will be in the form of a check or warrant made payable to the "Texas
Department of Transportation Trust Fund". The check or warrant shall be sent to the
ATTACHMENT A Page 1 of 2 10/22/2009
CSJ #: 0178-02-055
District #: 12 - Houston
Code Chart 64 #: 32150
Project: SH 35: Harris County Line to
FM 518
Chief Accountant, Houston District at the address of record previously indicated in this
agreement. The check or warrant will be accompanied by suitable documentation
indicating what the payment is for and shall include the State's assigned control section
job number for the Project and the State's assigned Project limits. The State agrees to
use the Local Government funds to pay the contractor for the Project. Delays to the
construction Project shall have no effect on the payment plan. The State will not pay
interest on funds provided by the Local Government. Funds provided by the Local
Government will be deposited into, and retained in, the State treasury.
ACTUAL COST AGREEMENT
It is further understood that the State will include only those items for the improvements
as requested and required by the Local Government. This is an estimate only, final
participation amounts will be based on actual charges to the project.
ATTACHMENT A Page 2 of 2 10/22/2009
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 1
CONTRACT NO. 00000000
PROJECT NH ( )
CONTROL 0178-02-055
HIGHWAY SH 35
COUNTY BRAZORIA
DISTRICT 12
PLANS ESTIMATE
TEXAS DEPARTMENT OF TRANSPORTATION
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
PWP: EDCP: TAPERED MATCH:
`DISTRICT 12 COUNTY BRAZORIA CONTROL 0178-02-055 LENGTH 2.452 NH ( )
TYPE: GR, WID STRS, BS & PAV
LIMITS FROM: HARRIS COUNTY LINE CONTROL 0178-02-055 WILL BE COMBINED INTO
TO : FM 518 CONTROL 0178-02-055 AND CHARGED 97.0% OF GROUP AO
CONTINGENCY %: 9.00 INDIRECT %: 5.08 ENGINEERING %: 4.50
20 DATE: SEPTEMBER 25, 2009
22 PREPARED BY: DELVIN DENNIS, P.E., DIST. ENGINEER
25 ROADWAY NET LENGTH 2.391 MILES
28 0100 2002 002 PREPARING ROW STA 127.400 $ 1,500.000 $ 191,100.00
31 0104 2001 002 REMOVING CONC (PAV) SY 78,705.400 3.600 283,339.44
34 0104 2017 002 REMOVING CONC (DRIVEWAYS) SY 4,786.000 3.230 15,458.78
37 0104 2021 002 REMOVING CONC (CURB) LF 2,527.000 1.680 4,245.36
40 0104 2028 002 REMOVING CONC (MISC) SY 428.000 2.750 1,177.00
43 0105 2045 REMOVING STAB BASE AND ASPH PAV (2"-8") SY 5,670.000 8.000 45,360.00
46 0105 2050 REMOV STAB BASE AND ASPH PAV (24") SY 78,119.000 9.000 703,071.00
49 0110 2001 EXCAVATION (ROADWAY) CY 14,459.000 4.000 57,836.00
50 0110 2002 EXCAVATION (CHANNEL) CY 4,333.000 4.000 17,332.00
55 0132 2006 EMBANKMENT (FINAL) (DENS CONT) (TY C) CY 48,168.000 4.610 222,054.48
60 0161 2002 001 COMPOST MANUF TOPSOIL (BOS) (4") SY 23,537.000 1.000 23,537.00
63 0161 2009 001 EROSION CONTROL COMPOST CY 11,920.000 20.000 238,400.00
65 0162 2002 BLOCK SODDING SY 21,393.000 2.360 50,487.48
70 0162 2003 STRAW OR HAY MULCH SY 2,144.000 .100 214.40
75 0164 2037 002 DRILL SEEDING (PERM) (URBAN) (SANDY) SY 2,144.000 .100 214.40
80 0164 2041 002 DRILL SEEDING (TEMP) (WARM) SY 1,072.000 .100 107.20
85 0164 2043 002 DRILL SEEDING (TEMP) (COOL) SY 1,072.000 .100 107.20
90 0166 2001 001 FERTILIZER AC 5.950 400.000 2,380.00
95 0168 2001 VEGETATIVE WATERING MG 122.000 14.600 1,781.20
100 0192 2022 PLANT MATERIAL (10 GAL) (TREE) EA 35.000 40.000 1,400.00
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 2
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
105 0192 2023 PLANT MATERIAL (15 GAL) (TREE) EA 17.000 $ 60.000 $ 1,020.00
110 0192 2030 PLANT MATERIAL (3 GAL) (SHRUB) EA 350.000 15.000 5,250.00
115 0260 2012 001 LIME(HYD,COM OR QK) (SLRY)OR QK(DRY) TON 1,959.000 125.000 244,875.00
120 0260 2014 001 LIME TRT (SUBGR) (DC) (6") SY 145,070.000 1.380 200,196.60
125 0275 2001 CEMENT TON 2,165.000 91.210 197,469.65
130 0276 2224 CEM TRT(PLNT MX) (CL N) (TY E) (GR 4) (6") SY 144,796.000 5.910 855,744.36
135 0292 2017 ASPHALT STAB BASE (GR 4) (PG 64) TON 7,944.000 62.530 496,738.32
140 0341 2066 020 D-GR HMA(QCQA) TY-C PG76-22 TON 422.000 80.000 33,760.00
145 0354 2002 PLAN & TEXT ASPH CONC PAV(0" TO 2") SY 3,822.000 .780 2,981.16
150 0360 2003 003 CONC PVMT (CONT REINF-CRCP) (10") SY 122,036.000 31.670 3,864,880.12
155 0360 2018 003 CURB (TYPE II) LF 21,105.000 4.610 97,294.05
160 0400 2005 CEM STABIL BKFL CY 34,112.000 24.630 840,178.56
165 0402 2001 TRENCH EXCAVATION PROTECTION LF 19,543.000 .320 6,253.76
170 0416 2029 001 DRILL SHAFT (RDWY ILL POLE) (30 IN) LF 1,242.000 105.080 130,509.36
175 0416 2032 001 DRILL SHAFT (TRF SIG POLE) (36 IN) LF 227.200 200.000 45,440.00
180 0416 2033 001 DRILL SHAFT (TRF SIG POLE) (42 IN) LF 17.400 250.000 4,350.00
185 0416 2034 001 DRILL SHAFT (TRF SIG POLE) (48 IN) LF 219.000 310.000 67,890.00
190 0423 2006 RETAINING WALL (CONC BLOCK) SF 5,259.000 17.000 89,403.00
195 0432 2066 RIPRAP (CONC) (CL B) CY 624.730 230.000 143,687.90
198 0450 2074 001 RAIL (HANDRAIL) (TY C) LF 1,271.000 100.000 127,100.00
200 0462 2003 CONC BOX CULV (4 FT X 2 FT) LF 343.000 215.000 73,745.00
205 0462 2004 CONC BOX CULV (4 FT X 3 FT) LF 891.000 250.000 222,750.00
210 0462 2005 CONC BOX CULV (4 FT X 4 FT) LF 777.000 99.790 77,536.83
215 0462 2007 CONC BOX CULV (5 FT X 3 FT) LF 1,144.000 131.000 149,864.00
220 0462 2008 CONC BOX CULV (5 FT X 4 FT) LF 245.000 145.430 35,630.35
225 0462 2009 CONC BOX CULV (5 FT X 5 FT) LF 610.000 142.930 87,187.30
230 0462 2010 CONC BOX CULV (6 FT X 3 FT) LF 2,262.000 178.880 404,626.56
235 0462 2011 CONC BOX CULV (6 FT X 4 FT) LF 3,375.000 170.960 576,990.00
240 0462 2012 CONC BOX CULV (6 FT X 5 FT) LF 455.000 425.000 193,375.00
245 0462 2015 CONC BOX CULV (7 FT X 4 FT) LF 257.000 450.000 115,650.00
250 0462 2016 CONC BOX CULV (7 FT X 5 FT) LF 576.000 202.460 116,616.96
255 0462 2019 CONC BOX CULV (8 FT X 4 FT) LF 229.000 550.000 125,950.00
260 0464 2003 003 RC PIPE (CL III) (18 IN) LF 121.000 65.000 7,865.00
265 0464 2005 003 RC PIPE (CL III) (24 IN) LF 4,102.000 45.860 188,117.72
270 0464 2007 003 RC PIPE (CL III) (30 IN) LF 1,207.000 55.710 67,241.97
275 0464 2009 003 RC PIPE (CL III) (36 IN) LF 1,234.000 64.180 79,198.12
280 0464 2010 003 RC PIPE (CL III) (42 IN) LF 1,913.000 85.150 162,891.95
285 0464 2011 003 RC PIPE (CL III) (48 IN) LF 2,948.000 75.180 221,630.64
290 0464 2013 003 RC PIPE (CL III) (60 IN) LF 1,066.000 102.170 108,913.22
295 0465 2001 001 INLET (COMPL) (TY C) EA 39.000 4,500.000 175,500.00
300 0465 2007 001 INLET EXT (TY C) EA 52.000 660.000 34,320.00
305 0465 2010 001 INLET (COMPL) (TY AAD) EA 24.000 3,000.000 72,000.00
310 0465 2011 001 INLET (COMPL) (TY AD) EA 24.000 3,100.000 74,400.00
312 0465 2098 001 INLET (COMPL) (TY C1) EA 43.000 2,000.000 86,000.00
315 0465 2110 001 INLET (COMPL) (ARMOR CURB SLOT) EA 1.000 1,800.000 1,800.00
320 0496 2003 REMOV STR (MANHOLE) EA 17.000 555.500 9,443.50
325 0496 2006 REMOV STR (HEADWALL) EA 17.000 900.000 15,300.00
330 0496 2007 REMOV STR (PIPE) LF 5,668.000 5.670 32,137.56
335 0496 2008 REMOV STR (BOX CULVERT) LF 540.000 100.000 54,000.00
340 0496 2010 REMOV STR (BRIDGE 100-499 FT LENGTH) EA 3.000 62,000.000 186,000.00
345 0500 2001 005 MOBILIZATION LS 0.790 2,740,756.770 2,165,197.85
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 3
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
350 0502 2001 033 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 34.000 $ 3,000.000 $ 102,000.00
355 0506 2001 012 ROCK FILTER DAMS (INSTALL) (TY 1) LF 106.000 20.000 2,120.00
360 0506 2002 012 ROCK FILTER DAMS (INSTALL) (TY 2) LF 280.000 26.000 7,280.00
365 0506 2009 012 ROCK FILTER DAMS (REMOVE) LF 386.000 7.580 2,925.88
370 0506 2016 012 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 2,240.000 15.730 35,235.20
375 0506 2019 012 CONSTRUCTION EXITS (REMOVE) SY 2,240.000 4.490 10,057.60
380 0506 2034 012 TEMPORARY SEDIMENT CONTROL FENCE LF 35,431.000 3.110 110,190.41
385 0506 2035 012 BIODEGRADABLE EROSION CONTROL LOGS(18") LF 130.000 5.150 669.50
390 0506 2045 012 BIODEGRADABLE EROSION CONTROL LOGS(12") LF 1,238.000 2.540 3,144.52
395 0508 2002 CONSTRUCTING DETOURS SY 14,397.000 55.000 791,835.00
400 0512 2017 002 PORT CTB (DES SOURCE) (LOW PROF) (TY 1) LF 19,950.000 15.260 304,437.00
405 0512 2009 002 PORT CTB (FUR & INST) (LOW PROF) (TY 2) LF 1,580.000 50.000 79,000.00
410 0512 2026 002 PORT CTB (MOVE) (LOW PROF) (TY 1) LF 12,700.000 4.000 50,800.00
415 0512 2027 002 PORT CTB (MOVE) (LOW PROF) (TY 2) LF 2,740.000 4.710 12,905.40
420 0512 2035 002 PORT CTB (STKPL) (LOW PROF) (TY 1) LF 19,950.000 5.000 99,750.00
425 0512 2036 002 PORT CTB (STKPL) (LOW PROF) (TY 2) LF 1,580.000 6.000 9,480.00
430 0512 2059 002 PORT CTB (DES SOURCE) (SNGL SLP) (TY J-J) LF 780.000 15.000 11,700.00
435 0512 2060 002 PORT CTB (MOVE) (SNGL SLP) (TY J-J) LF 570.000 6.000 3,420.00
440 0512 2061 002 PORT CTB (STKPL) (SNGL SLP) (TY J-J) LF 780.000 10.000 7,800.00
445 0528 2004 001 LANDSCAPE PAVERS SY 10,042.000 60.000 602,520.00
450 0529 2007 CONC CURB (DOWEL) LF 24,142.000 7.960 192,170.32
455 0529 2014 CONC CURB (TY C) LF 534.000 10.000 5,340.00
460 0530 2010 DRIVEWAYS (CONC) SY 11,202.000 55.000 616,110.00
462 0531 2006 006 CURB RAMPS (TY 2) EA 1.000 1,700.000 1,700.00
465 0531 2010 006 CURB RAMPS (TY 7) EA 16.000 1,225.220 19,603.52
470 0531 2011 006 CURB RAMPS (TY 8) EA 55.000 1,600.000 88,000.00
475 0531 2015 006 CONC SIDEWLKS (4") SY 9,644.000 38.000 366,472.00
480 0531 2017 006 CURB RAMPS (TY 21) EA 11.000 1,750.000 19,250.00
490 0531 2041 006 CURB RAMPS (TY 10) EA 2.000 1,550.000 3,100.00
495 0542 2001 REMOVING METAL BEAM GUARD FENCE LF 50.000 2.040 102.00
500 0544 2003 GUARDRAIL END TREATMENT (REMOVE) EA 4.000 260.000 1,040.00
505 0610 2025 010 INS RD IL AM (TY SA) 40T-8 (.25 KW)S EA 102.000 2,600.000 265,200.00
510 0618 2034 CONDT (PVC) (SCHD 80) (2") LF 24,013.000 5.560 133,512.28
520 0618 2052 CONDT (RM) (2") LF 6,430.000 6.250 40,187.50
525 0618 2053 CONDT (RM) (2") (BORE) LF 1,613.000 17.000 27,421.00
530 0618 2056 CONDT (RM) (3") LF 455.000 10.000 4,550.00
535 0618 2057 CONDT (RM) (3") (BORE) LF 215.000 22.000 4,730.00
540 0618 2065 CONDUIT (PVC) (SCHD 80) (3") (CONC ENCSE) LF 12,900.000 5.600 72,240.00
545 0620 2007 001 ELEC CONDR (NO. 4) BARE LF 3,460.000 1.100 3,806.00
550 0620 2008 001 ELEC CONDR (NO. 4) INSULATED LF 460.000 1.290 593.40
555 0620 2009 001 ELEC CONDR (NO. 6) BARE LF 16,035.000 .910 14,591.85
565 0620 2011 001 ELEC CONDR (NO. 8) BARE LF 26,353.000 .670 17,656.51
570 0620 2012 001 ELEC CONDR (NO. 8) INSULATED LF 52,706.000 .920 48,489.52
575 0621 2004 TRAY CABLE (4 CONDR) (12 AWG) LF 2,575.000 1.500 3,862.50
580 0624 2004 GROUND BOX TY 2 (243636) W/APRON EA 16.000 1,450.000 23,200.00
585 0624 2014 GROUND BOX TY D (162922) W/APRON EA 113.000 588.420 66,491.46
590 0628 2039 001 ELC SRV TY A 240/480 100 (SS)SS(E)GC(U) EA 3.000 5,000.000 15,000.00
595 0628 2100 001 ELC SRV TY D 120/240 070 (NS)SS(E)SP(0) EA 7.000 3,300.000 23,100.00
605 0644 2001 INS SM RD SN SUP&AM TY 10BWG(1) SA(P) EA 28.000 382.290 10,704.12
610 0644 2002 INS SM RD SN SUP&AM TY 10BWG(1)SA(P-BM) EA 8.000 500.000 4,000.00
615 0644 2004 INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA 22.000 460.000 10,120.00
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 4
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
620 0644 2006 INS SM RD SN SUP&AM TY 10BWG(1) SA(U) EA 4.000 $ 480.000 $ 1,920.00
625 0644 2014 IN SM RD SN SUP&AM TY10BWG(2)SA(T-2EXT) EA 1.000 925.000 925.00
635 0644 2026 INS SM RD SN SUP&AM TY S80(1)SA(T-2EXT) EA 1.000 760.000 760.00
640 0662 2001 WK ZN PAV MRK NON-REMOV (W) 4" (BRK) LF 5,820.000 .350 2,037.00
645 0662 2004 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 22,585.000 .280 6,323.80
650 0662 2016 WK ZN PAV MRK NON-REMOV (W) 24" (SLD) LF 432.000 3.050 1,317.60
655 0662 2032 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 23,094.000 .280 6,466.32
660 0662 2064 WK ZN PAV MRK REMOV (W) 4" (BRK) LF 9,998.000 .610 6,098.78
665 0662 2067 WK ZN PAV MRK REMOV (W) 4" (SLD) LF 8,303.000 .500 4,151.50
670 0662 2079 WK ZN PAV MRK REMOV (W) 24" (SLD) LF 363.000 3.570 1,295.91
680 0662 2099 WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 34,951.000 .510 17,825.01
685 0666 2183 REF PAV MRK TY II (Y) 12" (SLD) LF 8,735.000 .740 6,463.90
690 0668 2114 PREFAB PAV MRK TY C (W) (TPL ARROW) EA 51.000 190.000 9,690.00
695 0668 2116 PREFAB PAV MRK TY C (W) (WORD) EA 51.000 200.000 10,200.00
697 0672 2012 034 REFL PAV MRKR TY I-C EA 18.000 3.000 54.00
698 0672 2015 034 REFL PAV MRKR TY II-A-A EA 18.000 3.000 54.00
700 0672 2017 034 REFL PAV MRKR TY II-C-R EA 1,291.000 2.800 3,614.80
705 0677 2001 ELIM EXT PAV MRK & MRKS ( 4") LF 78,006.000 .210 16,381.26
710 0677 2008 ELIM EXT PAV MRK & MRKS (ARROW) EA 32.000 16.000 512.00
715 0677 2010 ELIM EXT PAV MRK & MRKS (ENTR GORE) EA 8.000 98.670 789.36
720 0677 2018 ELIM EXT PAV MRK & MRKS (WORD) EA 10.000 16.000 160.00
730 0678 2002 PAV SURF PREP FOR MRK ( 6") LF 24,800.000 .020 496.00
735 0678 2003 PAV SURF PREP FOR MRK ( 8") LF 4,859.000 .020 97.18
740 0678 2004 PAV SURF PREP FOR MRK (12") LF 13,483.000 .100 1,348.30
745 0678 2006 PAV SURF PREP FOR MRK (24") LF 1,089.000 .080 87.12
750 0678 2007 PAV SURF PREP FOR MRK (ARROW) EA 51.000 9.830 501.33
755 0678 2018 PAV SURF PREP FOR MRK (WORD) EA 51.000 12.500 637.50
760 0680 2003 INSTALL HWY TRF SIG (SYSTEM) EA 7.000 8,000.000 56,000.00
770 0681 2001 TEMP TRAF SIGNALS EA 6.000 3,500.000 21,000.00
775 0682 2001 001 BACK PLATE (12 IN) (3 SEC) EA 51.000 62.000 3,162.00
780 0682 2002 001 BACK PLATE (12 IN) (4 SEC) EA 19.000 100.000 1,900.00
785 0682 2003 001 BACK PLATE (12 IN) (5 SEC) EA 2.000 125.000 250.00
795 0682 2022 001 VEH SIG SEC (12 IN) LED (GRN ARW) EA 21.000 198.500 4,168.50
800 0682 2023 001 VEH SIG SEC (12 IN) LED (GRN) EA 58.000 210.770 12,224.66
805 0682 2024 001 VEH SIG SEC (12 IN) LED (YEL ARW) EA 18.000 207.970 3,743.46
810 0682 2025 001 VEH SIG SEC (12 IN) LED (YEL) EA 58.000 210.650 12,217.70
815 0682 2027 001 VEH SIG SEC (12 IN) LED (RED) EA 90.000 189.280 17,035.20
820 0684 2007 TRF SIG CBL (TY A) (12 AWG) ( 2 CONDR) LF 9,195.000 .900 8,275.50
825 0684 2009 TRF SIG CBL (TY A) (12 AWG) ( 4 CONDR) LF 9,195.000 1.460 13,424.70
830 0684 2012 TRF SIG CBL (TY A) (12 AWG) ( 7 CONDR) LF 10,170.000 2.080 21,153.60
835 0686 2027 INS TRF SIG PL AM(S) 1 ARM (28') EA 2.000 3,600.000 7,200.00
840 0686 2031 INS TRF SIG PL AM(S) 1 ARM (32') EA 3.000 4,300.000 12,900.00
845 0686 2035 INS TRF SIG PL AM(S) 1 ARM (36') EA 2.000 4,900.000 9,800.00
850 0686 2039 INS TRF SIG PL AM(S) 1 ARM (40') EA 3.000 6,100.000 18,300.00
855 0686 2043 INS TRF SIG PL AM(S) 1 ARM (44') EA 3.000 5,100.000 15,300.00
860 0686 2045 INS TRF SIG PL AM(S) 1 ARM (44') LUM EA 3.000 5,500.000 16,500.00
865 0686 2053 INS TRF SIG PL AM(S) 1 ARM (50') LUM EA 9.000 13,465.360 121,188.24
870 0686 2057 INS TRF SIG PL AM(S) 1 ARM (55') LUM EA 1.000 14,000.000 14,000.00
875 0686 2141 INS TRF SIG PL AM(S) 2 ARM (40-32')LUM EA 1.000 8,000.000 8,000.00
890 0687 2001 PED POLE ASSEMBLY EA 1.000 1,100.000 1,100.00
895 0688 2001 PED DETECT (2 INCH PUSH BTN) EA 56.000 125.000 7,000.00
•
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 5
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
897 1080 2001 TREE PROTECTION EA 3.000 $ 600.000 $ 1,800.00
900 3061 2009 FAST TRK CONC (CONC RNF HY STL) (10IN) SY 51.000 17,680.000 901,680.00
925 6007 2001 REMOVING TRAFFIC SIGNALS EA 7.000 955.170 6,686.19
930 6014 2011 FIBER OPTIC CBL (SNGLE-MODE) (12 FIBER) LF 240.000 2.250 540.00
935 6014 2017 FIBER OPTIC CBL (SNGLE-MODE) (144 FIBER) LF 13,140.000 3.700 48,618.00
940 6266 2001 017 VIVDS PROCESSOR SYSTEM EA 7.000 5,800.000 40,600.00
950 6266 2002 017 VIVDS CAMERA ASSEMBLY EA 36.000 1,400.000 50,400.00
955 6266 2003 017 VIVDS SET-UP SYSTEM EA 7.000 460.000 3,220.00
960 6266 2005 017 VIVDS COMMUNICATION CABLE (COAXIAL) LF 8,510.000 1.720 14,637.20
965 6266 2007 017 VIVDS TEMPORARY EA 6.000 7,500.000 45,000.00
975 6473 2004 001 MULTIPOLYMER PAV MRK (W) (6") (SLD) LF 960.000 .800 768.00
977 6473 2005 001 MULTIPOLYMER PAV MRK (W) (6") (BRK) LF 11,920.000 .550 6,556.00
978 6473 2020 001 MULTIPOLYMER PAV MRK (BLK) (6") (BRK) LF 11,920.000 .600 7,152.00
980 6473 2007 001 MULTIPOLYMER PAV MRK (W) (8") (SLD) LF 5,278.000 .630 3,325.14
985 6473 2009 001 MULTIPOLYMER PAV MRK (W) (12") (SLD) LF 4,704.000 1.170 5,503.68
990 6473 2011 001 MULTIPOLYMER PAV MRK (Y) (4") (SLD) LF 960.000 .600 576.00
995 6473 2021 001 MULTIPOLYMER PAV MRK (W) (24") (SLD) LF 1,089.000 3.000 3,267.00
1000 6834 2002 PORTABLE CHANGEABLE MESSAGE SIGN EA 1.000 11,000.000 11,000.00
1005 8408 2001 FIB OPT RS-232 DRP & REPEAT DATA TRANS LF 6.000 3,100.000 18,600.00
1010 8409 2001 DECORATIVE LIGHTING FIXTURE (TY III) EA 37.000 1,200.000 44,400.00
1015 8260 2001 LED COUNTDOWN PEDESTRIAN MODULE EA 56.000 450.000 25,200.00
SUBTOTAL $ 21,331,699.24
CONTINGENCIES 1,919,852.93
INDIRECT 1,083,650.32
ENGINEERING 959,926.47
TOTAL ROADWAY $ 25,295,128.96
1100 BRIDGES NET LENGTH .061 MILES
1102 DECK AREA SQ.FT. = 14109.000
NBI = 120200017802360 COST PERCENT = 100.00
BRIDGE TYPE: PRESTRESSED CONCRETE SLAB BEAM BRIDGE LENGTH = 133.000
BRIDGE WORK: REPLACEMENT ON-SYSTEM
1105 CLEAR CREEK BRIDGE
1110 FR STA 25+10.00 TO STA 26+43.00
1115 L=133' W=103'-2" (106'1") RES CONC SLAB BEAM
1120 PS=
1125 0400 2005 CEM STABIL BKFL CY 95.700 $ 24.630 $ 2,357.09
1128 0403 2001 TEMPORARY SPL SHORING SF 380.000 11.000 4,180.00
1130 0416 2001 001 DRILL SHAFT (18 IN) LF 160.000 55.000 8,800.00
1135 0416 2002 001 DRILL SHAFT (24 IN) LF 800.000 95.000 76,000.00
1140 0416 2003 001 DRILL SHAFT (30 IN) LF 1,500.000 99.930 149,895.00
1145 0420 2003 002 CL C CONC (ABUT) CY 74.400 600.000 44,640.00
1150 0420 2004 002 CL C CONC (BENT) CY 60.000 650.000 39,000.00
1155 0420 2033 002 CL S CONC (APPR SLAB) CY 169.200 350.000 59,220.00
mo
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 6
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
1160 0420 2034 002 CL S CONC (BRIDGE SDWLK) CY 45.000 $ 360.000 $ 16,200.00
1165 0420 2040 002 CL C CONC (INLET) CY 39.300 480.000 18,864.00
1170 0420 2124 002 CL S CONC(SLAB) SF 14,108.000 10.000 141,080.00
1175 0425 2016 001 PRESTR CONC SLAB BEAM (4SB15) LF 1,064.000 125.000 133,000.00
1180 0425 2017 001 PRESTR CONC SLAB BEAM (5SB15) LF 1,862.000 135.000 251,370.00
1185 0428 2001 001 CONC SURF TREAT (CLASS I) SY 1,568.000 .600 940.80
1190 0432 2002 RIPRAP (CONCHS IN) CY 258.100 284.180 73,346.86
1195 0450 2016 001 RAIL (TY C203) LF 346.000 70.000 24,220.00
1200 0454 2005 ARMOR JOINT (WITH SEAL) LF 210.800 66.000 13,912.80
SUB-TOTAL $ 1,057,026.55
1250 DECK AREA SQ.FT. = 11238.750
NBI = 120200017802358 COST PERCENT = 100.00
BRIDGE TYPE: PRESTRESSED CONCRETE SLAB BEAM BRIDGE LENGTH = 111.000
BRIDGE WORK: NEW ON-SYSTEM
1300 TOWN DITCH
1305 FROM STA 118+87.00 TO STA 119+98.00
1310 L=111', W=99' (101'-3") PRES CONC SLAB SPAN
1315 PSN =
1325 0400 2005 CEM STABIL BKFL CY 88.400 $ 24.630 $ 2,177.29
1328 0403 2001 TEMPORARY SPL SHORING SF 558.000 11.000 6,138.00
1335 0416 2001 001 DRILL SHAFT (18 IN) LF 140.000 55.000 7,700.00
1340 0416 2002 001 DRILL SHAFT (24 IN) LF 700.000 95.000 66,500.00
1345 0416 2003 001 DRILL SHAFT (30 IN) LF 860.000 99.930 85,939.80
1350 0420 2003 002 CL C CONC (ABUT) CY 70.000 600.000 42,000.00
1355 0420 2004 002 CL C CONC (BENT) CY 51.800 650.000 33,670.00
1365 0420 2033 002 CL S CONC (APPR SLAB) CY 162.500 350.000 56,875.00
1370 0420 2034 002 CL S CONC (BRIDGE SDWLK) CY 40.200 360.000 14,472.00
1375 0420 2049 002 CL S CONC (BRIDGE MEDIAN) CY 32.900 480.000 15,792.00
1380 0420 2124 002 CL S CONC(SLAB) SF 11,239.000 10.000 112,390.00
1385 0425 2016 001 PRESTR CONC SLAB BEAM (4SB15) LF 1,443.000 125.000 180,375.00
1390 0425 2017 001 PRESTR CONC SLAB BEAM (5SB15) LF 999.000 135.000 134,865.00
1395 0428 2001 001 CONC SURF TREAT (CLASS I) SY 1,249.000 .600 749.40
1400 0432 2002 RIPRAP (CONC) (5 IN) CY 425.400 284.180 120,890.17
1405 0450 2016 001 RAIL (TY C203) LF 302.000 70.000 21,140.00
1410 0454 2005 ARMOR JOINT (WITH SEAL) LF 202.600 66.000 13,371.60
SUB-TOTAL $ 915,045.26
1500 DECK AREA SQ.FT. = 8260.000
NBI = 120200017802359 COST PERCENT = 100.00
BRIDGE TYPE: GIRDER PRESTRESSED "I" BEAM BRIDGE LENGTH = 80.000
BRIDGE WORK: REPLACEMENT ON-SYSTEM
1605 HICKOY SLOUGH
1610 FROM STA 73+64.88 TO STA 74+44.88
1615 L= 80', W=99' (103'-3") PRES CONC BM TY C SPAN
1620 PSN =
1625 0400 2005 CEM STABIL BKFL CY 265.500 $ 24.630 $ 6,539.27
/41
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 7
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
1628 0403 2001 TEMPORARY SPL SHORING SF 616.000 $ 11.000 $ 6,776.00
1630 0407 2013 SHEET PILING (AZ-37) SF 2,404.000 45.000 108,180.00
1635 0416 2001 001 DRILL SHAFT (18 IN) LF 288.000 55.000 15,840.00
1640 0416 2003 001 DRILL SHAFT (30 IN) LF 720.000. 99.930 71,949.60
1645 0420 2003 002 CL C CONC (ABUT) CY 117.400 600.000 70,440.00
1655 0420 2021 002 CL C CONC (COPING) CY 10.400 400.000 4,160.00
1660 0420 2033 002 CL S CONC (APPR SLAB) CY 202.300 350.000 70,805.00
1665 0420 2034 002 CL S CONC (BRIDGE SDWLK) CY 27.200 360.000 9,792.00
1670 0420 2049 002 CL S CONC (BRIDGE MEDIAN) CY 35.600 480.000 17,088.00
1675 0420 2124 002 CL S CONC(SLAB) SF 8,076.000 10.000 80,760.00
1680 0425 2004 001 PRESTR CONC BEAM (TY IV) LF 1,036.750 90.000 93,307.50
1685 0428 2001 001 CONC SURF TREAT (CLASS I) SY 898.000 .600 538.80
1690 0432 2002 RIPRAP (CONC) (5 IN) CY 182.900 284.180 51,976.52
1695 0450 2016 001 RAIL (TY C203) LF 240.000 70.000 16,800.00
1700 0454 2005 ARMOR JOINT (WITH SEAL) LF 230.700 66.000 15,226.20
SUB-TOTAL $ 640,178.89
SUBTOTAL $ 2,612,250.70
CONTINGENCIES 235,102.56
INDIRECT 132,702.34
ENGINEERING 117,551.28
TOTAL BRIDGES $ 3,097,606.88
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
PWP: EDCP: TAPERED MATCH:
DISTRICT 12 COUNTY HARRIS CONTROL 0178-01-026 LENGTH .104 NH ( )
TYPE: GR, WID STRS, BS & PAV
LIMITS FROM: 0.108 MI N OF BRAZORIA C/L AT BW8 CONTROL 0178-01-026 WILL BE COMBINED INTO
TO : BRAZORIA C/L CONTROL 0178-02-055 AND CHARGED 03.0% OF GROUP AO
CONTINGENCY 9.00 INDIRECT %: 5.08 ENGINEERING %: 4.50
20 PREPARED BY: DELVIN DENNIS, P.E., DIST. ENGINEER
21 DATE: SEPTEMBER 25, 2009
24 ROADWAY NET LENGTH .104 MILES
27 0100 2002 002 PREPARING ROW STA 6.600 $ 1,500.000 $ 9,900.00
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 8
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
31 0104 2001 002 REMOVING CONC (PAV) SY 3,342.000 $ 3.600 $ 12,031.20
34 0104 2028 002 REMOVING CONC (MISC) SY 657.000 2.750 1,806.75
37 0105 2045 REMOVING STAB BASE AND ASPH PAV (2"-8") SY 163.000 8.000 1,304.00
40 0105 2050 REMOV STAB BASE AND ASPH PAV (24") SY 4,646.000 9.000 41,814.00
45 0110 2001 EXCAVATION (ROADWAY) CY 1,501.000 4.000 6,004.00
55 0132 2006 EMBANKMENT (FINAL) (DENS CONT) (TY C) CY 407.000 4.610 1,876.27
60 0161 2002 001 COMPOST MANUF TOPSOIL (BOS) (4") SY 4,324.000 1.000 4,324.00
70 0162 2003 STRAW OR HAY MULCH SY 4,324.000 .100 432.40
75 0164 2037 002 DRILL SEEDING (PERM) (URBAN) (SANDY) SY 4,324.000 .100 432.40
80 0164 2041 002 DRILL SEEDING (TEMP) (WARM) SY 2,162.000 .100 216.20
85 0164 2043 002 DRILL SEEDING (TEMP) (COOL) SY 2,162.000 .100 216.20
90 0166 2001 001 FERTILIZER AC 6.850 400.000 2,740.00
95 0168 2001 VEGETATIVE WATERING MG 108.000 14.600 1,576.80
98 0170 2003 001 IRRIGATION SYSTEM (TY II) LS 1.000 15,000.000 15,000.00
100 0192 2022 PLANT MATERIAL (10 GAL) (TREE) EA 4.000 40.000 160.00
105 0192 2023 PLANT MATERIAL (15 GAL) (TREE) EA 1.000 60.000 60.00
110 0192 2030 PLANT MATERIAL (3 GAL) (SHRUB) EA 34.000 15.000 510.00
115 0260 2012 001 LIME(HYD,COM OR QK) (SLRY)OR QK(DRY) TON 78.000 125.000 9,750.00
120 0260 2014 001 LIME TRT (SUBGR) (DC) (6") SY 5,773.000 1.380 7,966.74
125 0275 2001 CEMENT TON 100.000 91.210 9,121.00
130 0276 2224 CEM TRT(PLNT MX) (CL N) (TY E) (GR 4) (6") SY 5,711.000 5.910 33,752.01
135 0292 2017 ASPHALT STAB BASE (GR 4) (PG 64) TON 314.000 62.530 19,634.42
150 0360 2003 003 CONC PVMT (CONT REINF-CRCP) (10") SY 5,650.000 31.670 178,935.50
155 0360 2018 003 CURB (TYPE II) LF 1,609.000 4.610 7,417.49
170 0416 2029 001 DRILL SHAFT (RDWY ILL POLE) (30 IN) LF 50.000 105.080 5,254.00
175 0416 2032 001 DRILL SHAFT (TRF SIG POLE) (36 IN) LF 13.200 200.000 2,640.00
195 0432 2066 RIPRAP (CONC) (CL B) CY 28.450 230.000 6,543.50
265 0464 2005 003 RC PIPE (CL III) (24 IN) LF 6.000 45.860 275.16
305 0465 2010 001 INLET (COMPL) (TY AAD) EA 1.000 3,000.000 3,000.00
325 0496 2006 REMOV STR (HEADWALL) EA 1.000 900.000 900.00
330 0496 2007 REMOV STR (PIPE) LF 123.000 5.670 697.41
345 0500 2001 005 MOBILIZATION LS 0.020 2,740,756.770 54,815.14
350 0502 2001 033 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 10.000 3,000.000 30,000.00
355 0506 2001 012 ROCK FILTER DAMS (INSTALL) (TY 1) LF 34.000 20.000 680.00
360 0506 2002 012 ROCK FILTER DAMS (INSTALL) (TY 2) LF 40.000 26.000 1,040.00
365 0506 2009 012 ROCK FILTER DAMS (REMOVE) LF 74.000 7.580 560.92
370 0506 2016 012 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 320.000 15.730 5,033.60
375 0506 2019 012 CONSTRUCTION EXITS (REMOVE) SY 320.000 4.490 1,436.80
380 0506 2034 012 TEMPORARY SEDIMENT CONTROL FENCE LF 2,525.000 3.110 7,852.75
385 0506 2035 012 BIODEGRADABLE EROSION CONTROL LOGS(18") LF , 10.000 5.150 51.50
390 0506 2045 012 BIODEGRADABLE EROSION CONTROL LOGS(12") LF 51.000 2.540 129.54
400 0512 2017 002 PORT CTB (DES SOURCE) (LOW PROF) (TY 1) LF 1,200.000 15.260 18,312.00
405 0512 2009 002 PORT CTB (FUR & INST) (LOW PROF) (TY 2) LF 120.000 50.000 6,000.00
410 0512 2026 002 PORT CTB (MOVE) (LOW PROF) (TY 1) LF 1,260.000 4.000 5,040.00
415 0512 2027 002 PORT CTB (MOVE) (LOW PROF) (TY 2) LF 40.000 4.710 188.40
420 0512 2035 002 PORT CTB (STKPL) (LOW PROF) (TY 1) LF 1,200.000 5.000 6,000.00
425 0512 2036 002 PORT CTB (STKPL) (LOW PROF) (TY 2) LF 120.000 6.000 720.00
430 0512 2059 002 PORT CTB (DES SOURCE) (SNGL SLP) (TY J-J) LF 120.000 15.000 1,800.00
435 0512 2060 002 PORT CTB (MOVE) (SNGL SLP) (TY J-J) LF 120.000 6.000 720.00
440 0512 2061 002 PORT CTB (STKPL) (SNGL SLP) (TY J-J) LF 120.000 10.000 1,200.00
445 0528 2004 001 LANDSCAPE PAVERS SY 625.000 60.000 37,500.00
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 9
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
450 0529 2007 CONC CURB (DOWEL) LF 1,643.000 $ 7.960 $ 13,078.28
460 0530 2010 DRIVEWAYS (CONC) SY 163.000 55.000 8,965.00
470 0531 2011 006 CURB RAMPS (TY 8) EA 2.000 1,600.000 3,200.00
475 0531 2015 006 CONC SIDEWLKS (4") SY 797.000 38.000 30,286.00
480 0531 2017 006 CURB RAMPS (TY 21) EA 1.000 1,750.000 1,750.00
485 0531 2037 006 CONC SIDEWALK (BRIDGE) (5') (4") LF 28.000 325.000 9,100.00
505 0610 2025 010 INS RD IL AM (TY SA) 40T-8 (.25 KW)S EA 5.000 2,600.000 13,000.00
510 0618 2034 CONDT (PVC) (SCHD 80) (2") LF 893.000 5.560 4,965.08
512 0618 2039 CONDT (PVC) (SCHD 80) (3") (BORE) LF 80.000 8.000 640.00
520 0618 2052 CONDT (RM) (2") LF 780.000 6.250 4,875.00
525 0618 2053 CONDT (RM) (2") (BORE) LF 265.000 17.000 4,505.00
540 0618 2065 CONDUIT (PVC) (SCHD 80) (3") (CONC ENCSE) LF 2,265.000 5.600 12,684.00
545 0620 2007 001 ELEC CONDR (NO. 4) BARE LF 275.000 1.100 302.50
555 0620 2009 001 ELEC CONDR (NO. 6) BARE LF 2,975.000 .910 2,707.25
565 0620 2011 001 ELEC CONDR (NO. 8) BARE LF 993.000 .670 665.31
570 0620 2012 001 ELEC CONDR (NO. 8) INSULATED LF 1,986.000 .920 1,827.12
580 0624 2004 GROUND BOX TY 2 (243636) W/APRON EA 4.000 1,450.000 5,800.00
585 0624 2014 GROUND BOX TY D (162922) W/APRON EA 9.000 588.420 5,295.78
605 0644 2001 INS SM RD SN SUP&AM TY 10BWG(1) SA(P) EA 4.000 382.290 1,529.16
615 0644 2004 INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA 7.000 460.000 3,220.00
630 0644 2022 INS SM RD SN SUP&AM TY S80(1) SA(P) EA 2.000 303.000 606.00
640 0662 2001 WK ZN PAV MRK NON-REMOV (W) 4" (BRK) LF 220.000 .350 77.00
645 0662 2004 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 600.000 .280 168.00
655 0662 2032 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 1,200.000 .280 336.00
660 0662 2064 WK ZN PAV MRK REMOV (W) 4" (BRK) LF 690.000 .610 420.90
665 0662 2067 WK ZN PAV MRK REMOV (W) 4" (SLD) LF 1,246.000 .500 623.00
670 0662 2079 WK ZN PAV MRK REMOV (W) 24" (SLD) LF 77.000 3.570 274.89
675 0662 2084 WK ZN PAV MRK REMOV (W) (ARROW) EA 8.000 100.000 800.00
680 0662 2099 WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 3,168.000 .510 1,615.68
685 0666 2183 REF PAV MRK TY II (Y) 12" (SLD) LF 200.000 .740 148.00
690 0668 2114 PREFAB PAV MRK TY C (W) (TPL ARROW) EA 1.000 190.000 190.00
695 0668 2116 PREFAB PAV MRK TY C (W) (WORD) EA 1.000 200.000 200.00
700 0672 2017 034 REFL PAV MRKR TY II-C-R EA 30.000 2.800 84.00
705 0677 2001 ELIM EXT PAV MRK & MRKS ( 4") LF 4,531.000 .210 951.51
710 0677 2008 ELIM EXT PAV MRK & MRKS (ARROW) EA 7.000 16.000 112.00
715 0677 2010 ELIM EXT PAV MRK & MRKS (ENTR GORE) EA 1.000 98.670 98.67
720 0677 2018 ELIM EXT PAV MRK & MRKS (WORD) EA 4.000 16.000 64.00
730 0678 2002 PAV SURF PREP FOR MRK ( 6") LF 1,200.000 .020 24.00
740 0678 2004 PAV SURF PREP FOR MRK (12") LF 200.000 .100 20.00
750 0678 2007 PAV SURF PREP FOR MRK (ARROW) EA 1.000 9.830 9.83
755 0678 2018 PAV SURF PREP FOR MRK (WORD) EA 1.000 12.500 12.50
760 0680 2003 INSTALL HWY TRF SIG (SYSTEM) EA 1.000 8,000.000 8,000.00
770 0681 2001 TEMP TRAF SIGNALS EA 1.000 3,500.000 3,500.00
820 0684 2007 TRF SIG CBL (TY A) (12 AWG) ( 2 CONDR) LF 210.000 .900 189.00
825 0684 2009 TRF SIG CBL (TY A) (12 AWG) ( 4 CONDR) LF 210.000 1.460 306.60
880 0686 2279 RELOC TRF SG PL AM(S)DUAL MST ARM POLE EA 1.000 2,200.000 2,200.00
885 0686 2280 RELOC TRF SG PL AM(S)SNGL MST ARM POLE EA 1.000 1,700.000 1,700.00
925 6007 2001 REMOVING TRAFFIC SIGNALS EA 1.000 955.170 955.17
930 6014 2011 FIBER OPTIC CBL (SNGLE-MODE) (12 FIBER) LF 40.000 2.250 90.00
935 6014 2017 FIBER OPTIC CBL (SNGLE-MODE) (144 FIBER) LF 2,305.000 3.700 8,528.50
940 6266 2001 017 VIVDS PROCESSOR SYSTEM EA 1.000 5,800.000 5,800.00
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 10
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
950 6266 2002 017 VIVDS CAMERA ASSEMBLY EA 4.000 $ 1,400.000 $ 5,600.00
955 6266 2003 017 VIVDS SET-UP SYSTEM EA 1.000 460.000 460.00
960 6266 2005 017 VIVDS COMMUNICATION CABLE (COAXIAL) LF 2,090.000 1.720 3,594.80
965 6266 2007 017 VIVDS TEMPORARY EA 1.000 7,500.000 7,500.00
970 6473 2005 001 MULTIPOLYMER PAV MRK (W) (6") (BRK) LF 600.000 .550 330.00
975 6473 2004 001 MULTIPOLYMER PAV MRK (W) (6") (SLD) LF 80.000 .800 64.00
980 6473 2007 001 MULTIPOLYMER PAV MRK (W) (8") (SLD) LF 360.000 .630 226.80
985 6473 2009 001 MULTIPOLYMER PAV MRK (W) (12") (SLD) LF 305.000 1.170 356.85
987 6473 2020 001 MULTIPOLYMER PAV MRK (BLK) (6") (BRK) LF 600.000 .600 360.00
995 6473 2021 001 MULTIPOLYMER PAV MRK (W) (24") (SLD) LF 80.000 3.000 240.00
1000 6834 2002 PORTABLE CHANGEABLE MESSAGE SIGN EA 1.000 11,000.000 11,000.00
1005 8408 2001 FIB OPT RS-232 DRP & REPEAT DATA TRANS LF 1.000 3,100.000 3,100.00
SUBTOTAL $ 764,705.28
CONTINGENCIES 68,823.48
INDIRECT 38,847.03
ENGINEERING 34,411.74
TOTAL ROADWAY $ 906,787.53
SUMMARY: CONTROL 0178-02-055 PROJECT NH ( )
ESTIMATED COST LENGTH
ROADWAY $ 25,295,128.96 2.391
BRIDGES $ 3,097,606.88 .061
CONTR BID ITEMS $ 23,943,949.94
TOTAL CONTROL $ 28,392,735.84 2.452
FUNDING TOTALS
APPN APPL TOTAL FED FEDERAL STA STATE LOC LOCAL PARTICIPATION
CODE PCT PROJ COST PCT FUNDS PCT FUNDS PCT FUNDS TYPE CODE MULT
L050 100.0 $ 0.00 80.0 $ 0.00 20.0 $ 0.00 0.0 $ 0.00
FUNDING "FIXED" TOTALS
APPN APPL TOTAL FED FEDERAL STA STATE LOC LOCAL PARTICIPATION
CODE PCT PROJ COST PCT FUNDS PCT FUNDS PCT FUNDS TYPE CODE MULT
8020 0.0 $ 28,392,735.84 0.0 $ 0.00 100.0 $ 28,392,735.84 0.0 $ 0.00
CONTROL 0178-01-026 PROJECT NH ( )
ROADWAY $ 906,787.53 .104
CONTR BID ITEMS $ 764,705.28
TOTAL CONTROL $ 906,787.53 .104
FUNDING TOTALS
APPN APPL TOTAL FED FEDERAL STA STATE LOC LOCAL PARTICIPATION
CODE PCT PROJ COST PCT FUNDS PCT FUNDS PCT FUNDS TYPE CODE MULT
L050 100.0 $ 104,787.53 80.0 $ 83,830.02 20.0 $ 20,957.50 0.0 $ 0.00
FUNDING "FIXED" TOTALS
APPN APPL TOTAL FED FEDERAL STA STATE LOC LOCAL PARTICIPATION
CODE PCT PROJ COST PCT FUNDS PCT FUNDS PCT FUNDS TYPE CODE MULT
8020 0.0 $ 802,000.00 0.0 $ 0.00 100.0 $ 802,000.00 0.0 $ 0.00
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 11
TOTAL PROJECT $ 29,299,523.37 2.556
TOTAL BID ITEMS $ 24,708,655.22
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 1
CONTRACT NO. 00000000
PROJECT RW 178-2-72
CONTROL 0178-02-072
HIGHWAY SH 35
COUNTY BRAZORIA
DISTRICT 12
PLANS ESTIMATE
TEXAS DEPARTMENT OF TRANSPORTATION
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
PWP: EDCP: TAPERED MATCH:
DISTRICT 12 COUNTY BRAZORIA CONTROL 0178-02-072 LENGTH .001 RW 178-2-72
TYPE: ROW ACQ, UTIL ADJ & RELOC ASSIST
LIMITS FROM: HARRIS COUNTY LINE
TO : FM 518
CONTINGENCY 9.00 INDIRECT 5.08 ENGINEERING 4.50
20 DATE: SEPTEMBER 25, 2009
22 PREPARED BY: DELVIN DENNIS, P.E., DIST. ENGINEER
2000 UTILITIES NO PROJECT LENGTH
2005. CITY OF PEARLAND
2100 WATER
2110 0402 2001 TRENCH EXCAVATION PROTECTION LF 11,718.000 $ .320 $ 3,749.76
2120 0500 2001 005 MOBILIZATION LS 0.110 2,740,756.770 301,483.24
2130 5457 2002 WATER MAIN PIPE (PVC) (6IN) LF 435.000 25.100 10,918.50
2140 5457 2003 WATER MAIN PIPE (PVC) (16IN) LF 6,225.000 73.835 459,622.88
2150 5457 2005 CASING (STEEL) (18IN) LF 142.000 124.800 17,721.60
2160 5457 2010 JCK TUN BOR OR AUG WTR MAIN(PVC) (8IN) LF 215.000 120.000 25,800.00
2170 5457 2011 JCK TUN BOR OR AUG WTR MAIN(PVC) (12IN) LF 79.000 46.865 3,702.34
2180 5457 2106 JCK TUN BOR OR AUG WTR MAIN (PVC) (16IN) LF 894.000 42.745 38,214.03
2190 5457 2012 REMOVING AND RELOCATING METER AND BOX EA 11.000 2,390.000 26,290.00
2200 5457 2019 REMOVE AND RELOCATE WATER METER&VAULT EA 53.000 5,000.000 265,000.00
2210 5457 2020 WATER MAIN PIPE (PVC) (8IN) LF 310.000 37.850 11,733.50
2220 5457 2021 WATER MAIN PIPE (PVC) (12IN) LF 4,645.000 24.610 114,313.45
2230 5457 2024 REMOVING AND SALVAGING FIRE HYDRANT EA 1.000 561.670 561.67
2240 5457 2025 CUT AND PLUG WATER MAIN (6IN) EA 1.000 610.000 610.00
2250 5457 2027 CUT AND PLUG WATER MAIN (12IN) EA 1.000 970.000 970.00
2260 5457 2034 WET CONNECTION (6IN) EA 2.000 1,950.000 3,900.00
2270 5457 2035 WET CONNECTION (8IN) EA 2.000 627.330 1,254.66
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 2
LINE ITEM DESC S.P. ESTIMATED PRICE
NO. NO. CODE NO. ALT DESCRIPTION UNIT QUANTITY PER UNIT AMOUNT
2280 5457 2044 WET CONNECTION (1IN) EA 12.000 $ 500.000 $ 6,000.00
2290 5457 2107 TAPPING SLEEVE AND VALVE (12INX10IN) EA 2.000 5,600.000 11,200.00
2300 5457 2108 TAPPING SLEEVE AND VALVE (16INX2IN) EA 4.000 4,700.000 18,800.00
2310 5457 2109 TAPPING SLEEVE AND VALVE (16INX12IN) EA 1.000 6,500.000 6,500.00
2320 5457 2043 WATER MAIN PIPE (PVC) (1IN) LF 1,014.000 20.000 20,280.00
2330 5457 2049 TAPPING SLEEVE AND VALVE(12IN X 12IN) EA 1.000 10,500.000 10,500.00
2340 5457 2056 WATER MAIN PIPE (PVC) (2IN) LF 3,125.000 40.000 125,000.00
2350 5457 2057 TAPPING SLEEVE AND VALVE(6IN X 16IN) EA 6.000 5,500.000 33,000.00
2360 5457 2058 TAPPING SLEEVE AND VALVE(8IN X 16IN) EA 3.000 5,700.000 17,100.00
2370 5457 2067 CUT AND PLUG WATER MAIN (2IN) EA 8.000 540.000 4,320.00
2380 5457 2071 TAP SLEEVE AND VALVE (16IN X 16IN) EA 3.000 6,500.000 19,500.00
2390 5457 2072 WET CONNECTION (2IN) EA 37.000 900.000 33,300.00
2400 5457 2087 JCK TUN BOR OR AUG CSG(STL) (24IN) LF 520.000 260.000 135,200.00
2410 5457 2115 JACK TUN BOR OR AUG CSG(STL) (6IN) LF 2,334.000 130.000 303,420.00
2420 5457 2114 WATER MAIN PIPE (STL) (24IN) LF 300.000 22.000 6,600.00
2430 5457 2064 WATER MAIN PIPE (STL) (12IN) LF 390.000 145.170 56,616.30
2440 5457 2112 FIRE HYDRANT EA 47.000 3,105.110 145,940.17
SUB-TOTAL $ 2,239,122.10
2600 SANITARY
2610 0402 2001 TRENCH EXCAVATION PROTECTION LF 6,778.000 $ .320 $ 2,168.96
2620 0500 2001 005 MOBILIZATION LS 0.080 2,740,756.770 219,260.54
2640 5289 2012 MANHOLE (SANITARY SEWER) ( 4' DIA) EA 6.000 2,803.910 16,823.46
2650 5289 2071 MANHOLE (SANITARY SEWER) (5' DIA) EA 8.000 5,250.000 42,000.00
2660 5289 2016 SANITARY SEWER (PVC) (SDR-26) (8 IN) LF 1,250.000 23.220 29,025.00
2670 5289 2017 SANITARY SEWER (PVC) (SDR-26) (12 IN) LF 1,612.000 79.510 128,170.12
2680 5289 2019 ADJUST MANHOLE (SAN SEWER) EA 23.000 2,000.000 46,000.00
2690 5289 2020 SERVICE CONNECT (SAN SEWER) EA 7.000 900.000 6,300.00
2700 5289 2027 SANITARY SEWER (2IN) (PVC) (C900) LF 1,655.000 32.000 52,960.00
2710 5289 2072 JACK BORE OR TUNN CASING(STL) (6") LF 230.000 375.000 86,250.00
2720 5289 2036 JACK BORE OR TUNN CASING(STL) (16IN) LF 120.000 400.000 48,000.00
2730 5289 2042 SANITARY SEWER (PVC) (C900) (12IN) LF 798.000 79.510 63,448.98
2740 5289 2048 JACK BOR OR TUNN CASING(STL) (20IN) LF 390.000 198.380 77,368.20
2750 5289 2050 JACK BOR OR TUNN CASING(STL) (28IN) LF 240.000 500.000 120,000.00
2760 5289 2073 SAN SEWER (18") (PVC) (SDR26) LF 2,582.000 70.670 182,469.94
2770 5289 2036 JACK BORE OR TUNN CASING(STL) (16IN) LF 100.000 400.000 40,000.00
2780 5289 2074 ABANDON SAN SEWER (4") EA 3.000 500.000 1,500.00
2790 5289 2034 ABANDON SAN SEWER (6IN) EA 3.000 500.000 1,500.00
2810 5289 2007 MANHOLES (SAN SEWER) (TY 1) EA 4.000 10,000.000 40,000.00
2820 5289 2008 MANHOLES (SAN SEWER) (TY 2) EA 7.000 10,000.000 70,000.00
SUB-TOTAL $ 1,273,245.20
SUBTOTAL $ 3,512,367.30
CONTINGENCIES 316,113.06
INDIRECT 178,428.26
ENGINEERING 158,056.53
TOTAL UTILITIES $ 4,164,965.15
.
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 3
SUMMARY: CONTROL 0178-02-072 PROJECT RW 178-2-72
ESTIMATED COST LENGTH
UTILITIES $ 4,164,965.15 .000
TOTAL PROJECT $ 4,164,965.15 .000
TOTAL BID ITEMS $ 3,512,367.30
FUNDING TOTALS
APPN APPL TOTAL FED FEDERAL STA STATE LOC LOCAL PARTICIPATION
CODE PCT PROJ COST PCT FUNDS PCT FUNDS PCT FUNDS TYPE CODE MULT
9990 100.0 $ 4,164,965.15 0.0 $ 0.00 100.0 $ 4,164,965.15 0.0 $ 0.00
MIS.DCS.9602 DATE 10/20/09 TIME 08:44:50 PAGE 1
CONTRACT 00000000
PROJECT NH ( ) ,ETC.
COUNTY BRAZORIA
CONTRACT SUMMARY
ESTIMATED COST LENGTH
0178-02-055 NH ( )
ROADWAY $ 25,295,128.96 2.391
BRIDGES $ 3,097,606.88 .061
TOTAL 0178-02-055 $ 28,392,735.84 2.452
0178-01-026 NH ( )
ROADWAY $ 906,787.53 .104
TOTAL 0178-01-026 $ 906,787.53 .104
0178-02-072 RW 178-2-72
UTILITIES $ 4,164,965.15 .000
TOTAL 0178-02-072 $ 4,164,965.15 .000
TOTAL BID ITEMS $ 28,221,022.52
TOTAL CONTINGENCIES COST $ 2,539,892.03
TOTAL INDIRECT COST $ 1,433,627.95
TOTAL ENGINEERING COST $ 1,269,946.02
TOTAL MISCELLANEOUS COST $ 0.00
TOTAL COST $ 33,464,488.52 2.556
MIS.DCS.9602
TEXAS DEPARTMENT OF TRANSPORTATION
CONTRACT SUMMARY
CONTRACT NUMBER PROJECT NUMBER COUNTY TOTAL BID TOTAL BID + C&I&E
00000000 NH ( ) ,ETC. 020 $ 28,221,022.52 $ 33,464,488.50
TOTALS $ 28,221,022.52 $ 33,464,488.50
CONTROL 0178-02-055 WILL BE COMBINED INTO CONTROL 0178-02-055 AND CHARGED 97.0% OF GROUP AO
CONTROL 0178-01-026 WILL BE COMBINED INTO CONTROL 0178-02-055 AND CHARGED 03.0% OF GROUP AO
Ar
Texas Department of Transportation
P.O.BOX 1386•HOUSTON,TEXAS 77251-1386• (713) 802-5000
October 23, 2009
CONTACT:PLAN REVIEW
BY CERTIFIED MAIL R7004 1160 0001 7893 6043
Brazoria County
CSJ: 0178-02-055
SH 35: Harris County Line to FM 518
Mr. William Eisen
City Manager
City of Pearland
3519 Liberty Drive
Pearland, Texas 77581-5416
Dear Mr. Eisen:
Attached for your review and approval are two revised unexecuted counterparts of an Advance
Funding Agreement between the Texas Department of Transportation and the City of Pearland
(City) for the waterline and sanitary sewer work along SH 35 from the Harris County Line to
FM 518.
The City is 100 percent responsible for all costs associated with the proposed work. The total
cost to the City is estimated to be $4,164,965.15, which includes the construction engineering
and contingencies.
We request that you review the agreement and inform us if you have any comments. Should you
have no comments, we request that you have the agreement executed on behalf of the City and
return the two original counterparts properly executed to this office for further handling by
November 19, 2009.
If you should have any questions concerning this matter, please contact Mr. Bob S. Eng, P.E. of
the Consultant Contract Administration Section at (713) 802-5511 or Ms. Darlene D. Taylor of
the Plan Review Section at(713) 802-5864.
Sincerely,
a riel . son, .E.
Director of Transportation
Planning and Development
Houston District
DDT
Attachments
cc: Mr. James W. Koch, P.E.
Mr. Mark D. Patterson, P.E.
Mr. Bob S. Eng, P.E.
Ms. Darlene D. Taylor
An Equal Opportunity Employer
•
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E@� LETTER OF TRANSMITTAL
P •
� ,. jd. r) 3519 Liberty Dr., Pearland,Texas 77581
Ph:(281)652-1756 Fx:(281)652-.1706
‘.....---
DATE: 2009.10.29
TO: Sonia Webb From: Patty Patke
City Secretary's Office Projects Dept.
RE: •
COPIES_;: PROJECT - . _DESCRIP.TION' :
2 W67993—SH 35 Utilities Advanced Funding Agreement—
TxDOT
5 DR2oo6—East Mary's Creek Construction Contracts=
Regional Detention Triple B Services
5 T7oo41—Magnolia Road Expansion Construction Contracts—..
Phase III Cross Roads Construction
❑ FOR CITY COUNCIL APPROVAL ❑ FOR SIGNATURE AND ATTEST
❑ APPROVED AS SUBMITTED ❑ SCAN INTO LASERFICHE
❑ FOR YOUR USE
Thanks!
Patty Patke
Program Specialist