DTFH6816B00035.pdf

INVITATION FOR BID

SOLICITATION NUMBER:

SOLICITATION TYPE:

PROJECT NUMBER:

PROJECT NAME:

DTFH6816B00035

FULL AND OPEN COMPETITION (UNRESTRICTED)

UT FTNP ARCH 10(2)

MAIN ENTRANCE ROAD AND OVERLOOK ROADS

BID OPENING DATE:

See Page A-1, Block 13A

This solicitation cites Standard Specifications for

Construction of Roads and Bridges on

Federal Highway Projects, FP-03 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: http://www.fbo.gov

E-mail: CFLContracts@dot.gov mailto:CFLContracts@dot.gov

PROJECT UT FTNP ARCH 10(2)

LOCATION ARCHES NATIONAL PARK

COUNTY GRAND

STATE UTAH

LENGTH SCHEDULE A: 0.97 MILES

SCHEDULE B: 10.52 MILES

SCHEDULE C: 24.08 MILES

OPTION X: 0.12 MILES

OPTION Y: 0.11 MILES

OPTION Z: 0.78 MILES

TYPE OF IMPROVEMENT DRAINAGE, GRADING, AGGREGATE

BASE, REHABILITATION, AND ASPHALT

SURFACING

TABLE OF CONTENTS

Notice to Bidders ............................................................................................................. A-i

Solicitation, Offer, and Award ........................................................................................ A-1

Basis for Award and Bid Schedule ................................................................................ A-4

Solicitation Provisions .....................................................................................................B-7

Contract Clauses ..............................................................................................................C-1

Construction Wage Rate Requirement............................................................................ D-1

Division 100 ..................................................................................................................... E-1

Division 150 ................................................................................................................... E-30

Division 200 ................................................................................................................... E-57

Division 300 ................................................................................................................... E-66

Division 400 ................................................................................................................... E-67

Division 500 ................................................................................................................. E-104

Division 600 ................................................................................................................. E-104

Division 700 ................................................................................................................. E-123

APPENDICES

Appendix A ......................................................................................................... 401 Permit

Appendix B .......................................................................................................... 404 Permit

Appendix C .....................................................Sample Small Business Subcontracting Plan

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard

Specification for Construction of Roads and Bridges on Federal Highway Projects

NOTICE TO BIDDERS

A-i

ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Item 8). Please submit the following with your bid:

Submit the following documents with your Bid Package–

SF-1442, Solicitation, Offer & Award, Pages A-1 and A-2

Indication of interest in formal Partnering, Page A-5

Bid Schedule including Buy American Act & Hazardous Materials, Pages A-6 through A-28

Bid Guarantee (see FAR Clause 52.228-1), Pages B-1 and B-2. Bid bonds must be originals with original signatures and corporate seals. Photocopies and Faxed copies are NOT acceptable and will make your bid non-responsive.

Completed the VETS-4212 declaration, Page A-ii; Bidders’ Information, Pages B-3 through B-6; Reps and Certs, Page B-8 through B-12 (FAR 52.204-8) and Certification Regarding

Responsibility Matters (FAR 52.209-5), Pages B-12 through B-15.

HUBZone small business concerns electing to waive the evaluation preference, complete

52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, Section C.

Bidders should retain all other pages for their information. Bids should be submitted in a sealed enveloped and include the Contractor’s Name, Solicitation Number and the Project Number/Name.

I. PRE-BID INFORMATION

It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at http://www.fbo.gov and viewed by individual sections, downloaded by individual sections, or the entire plan set downloaded in a zip file. Physical data relevant to this solicitation may also be viewed or downloaded at the above site.

This solicitation and subsequent contract are governed by the Federal Acquisition Regulations

(FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 US Customary Units (FP-03).

The FP-03 was utilized for the design of this project. Hard copies of the FP-03 will not be provided to bidders. The FP-03 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ or may be purchased by contacting Bob Rosenblatt at ARC Western, telephone number 303-785-2520 or email bob.rosenblatt@e-arc.com. Hard copies of the FP-03 will not be provided to the awarded

Prime Contractor.

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at http://farsite.hill.af.mil/vffara.htm.

http://www.fbo.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:bob.rosenblatt@e-arc.com http://farsite.hill.af.mil/vffara.htm

A-ii

Notice of SAM Registration – You must register in the System for Award Management (SAM – replaced CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart

4.1103(c). Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 –

Highway, Street & Bridge Construction with a small business size standard of $36.5 million. If your average annual gross receipts for the past 3 years are above $36.5 million, you are a large business for this solicitation. If they are below $36.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and

Certifications. The System for Award Management (SAM) is the Official U.S. Government system that consolidated the capabilities of CCR/FedReg, ORCA, and EPLS. Please include NAICS

237310 in SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: www.dol.gov/vets/programs/fcp/main.htm.

My firm had a qualifying Federal Contract in 2016 and has complied with the reporting requirements.

My firm did not have a qualifying Federal Contract in 2016 and is therefore exempt from the reporting requirements

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of

10% to an apparent low bid submitted by a large business when we also receive a bid from a certified HUBZone small business concern. The 10% factor does not apply to apparent low bids submitted by small businesses. See FAR Clause 52.219-4 Notice of price evaluation preference for

HUBZone small business concerns.

In the event this full and open competition results in a contract award to a qualified HUBZone SBC after a price evaluation preference, FAR Clause 52.236-1, Performance of Work by the Contractor does not apply.

§126.700 of the Code of Federal Regulations (Title 13, Part 126, Subpart G), stated below, will replace the performance of work requirements stated in the above mentioned FAR clause.

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must spend at least 50% of the cost of the contract incurred for personnel on its own employees or employees of other qualified HUBZone SBCs. This requirement may be met by expending at least

50% of the cost of the contract incurred for personnel on its employees or it may subcontract at least

35% of the cost of the contract performance incurred for personnel to one or more qualified

HUBZone SBCs. A qualified HUBZone SBC prime contractor may not, however, subcontract more than 50% of the cost of the contract incurred for personnel to non-qualified HUBZone SBCs.

http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

A-iii

Bid Guarantee – Follow the requirements of FAR Clause 52.228-1 Bid Guarantee and Subpart

102.03 of the FP-03. Bid bonds must be originals and have original signatures and corporate seals.

Photocopied and faxed copies of bonds will be rejected and cause your bid to be non-responsive.

ATTENTION: Minority, Women-owned, and Disadvantaged Business Enterprises (DBEs). The

Department of Transportation (DOT), offers working capital financing and bonding assistance for transportation related contracts. DOT's Bonding Assistance Program (BAP) offers bid, performance and payment bonds on contracts up to $1,000,000. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $500,000 with interest at the prime rate. For further information, call (800) 532-1169. Internet address:

http://osdbuweb.dot.gov.

Accuracy and Completeness of Bid- The Contractor is fully responsible to verify that all data is correct when an offer is submitted. Failure to properly update your data may cause the offer to be rejected.

Request for Technical Information – Questions relative to the plans and SCRs for this solicitation will only be accepted in writing (see Block 9 on Page A-3).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL

NOT BE ACCEPTED AFTER 4 P.M. ON JANUARY 4, 2017

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at http://www.fbo.gov

Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce

(email) or facsimile, if such notice is received prior to the time specified for receipt of bids. The

Government will not be responsible for ANY failure attributable to the transmission or receipt of electronic commerce (email) or facsimile data.

For all modifications, we STRONGLY ENCOURAGE you to resubmit the entire bid schedule with a unit price and amount for every bid item, and a Schedule Total. See FAR Provision

52.214-5, Submission of Bids. Modifications which make the bid ambiguous, indefinite, or uncertain as to any essential requirement of the contract will cause the bid to be rejected as nonresponsive.

FAX Number to submit modifications to bids for this project is (720) 963-3360

Email Address to submit modifications to bids for this project is cflcontracts@dot.gov

II. Post Award Information.

Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime

Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity http://osdbuweb.dot.gov/ http://www.fbo.gov/

A-iv to participate in performing contracts let by any Federal agency.

FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $700,000, is required to submit a subcontracting plan prior to contract award. The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. To view and download a sample plan for subcontracting requirements, see Appendix C. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of bid opening, that bidder may be ineligible for award of the contract.

Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the

Small Business Administration’s Subcontracting Network (SUB-NET) http://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of

Subcontracting Opportunities, for contractors and subcontractors to post notices and thereby increase competition for subcontracts.

A list of currently known business concerns owned and controlled by socially and economically disadvantaged individuals and/or women-owned small business concerns that have indicated an interest in participating in highway construction is available at http://www.sam.gov.

Insurance requirements - See Subsection 107.05 of the FP-03.

http://www.cflhd.gov/contracting/construction/ReferenceLinks.cfm http://web.sba.gov/subnet/ http://www.sam.gov/

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6816B00035

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

12/14/2016

PAGE OF

PAGES

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

UT FTNP ARCH 10(2)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Ryan Phillips, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-03, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-03 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 1/17/17 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53-236-1(e)

X

X

X

X

X

A-2

GPO: 1985 0 - 469-796 STANDARD FORM 1442 PAGE 2 (REV. 4-85)

OFFEROR (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

DUNS NO.

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing with calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE INDIVIDUAL BID SCHEDULE(S)

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

□ 15 U.S.C. 637( ) □ 41 U.S.C. 253(c)( )

26. ADMINISTERED BY CODE: 27. PAYMENT WILL BE MADE BY

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to issuing office.)

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by

(a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

A-3

Item 8: LOCATION OF PUBLIC BID OPENING: Offers must be received by designated date and time as stated in Item 13A.

Item 9: FOR GENERAL INFORMATION: E-mail us at CFLContracts@dot.gov.

FOR TECHNICAL INFORMATION (plans and specifications): Questions must be submitted in writing by e-mail at CFLContracts@dot.gov or by fax to 720-963-3360.

FOR PHYSICAL DATA: The following data is available electronically with this solicitation:

Pavements Report

Item 11: COMPLETION DATE: Work shall be completed on or before the date specified in Subsection 108.01 of the SCRs.

Item 12A: PERFORMANCE AND PAYMENT BONDS: See FAR Clause 52.228-15 Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-03.

Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee (Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-03. All bid guarantees must have original signatures with original corporate seals.

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

ACKNOWLEDGE AMENDMENTS, IN ITEM 19 OF THE SF-1442, BY THE

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION

MAY RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to www.fbo.gov.

Item 24: SUBMITTING INVOICES: See Subsection 109.08 Progress Payments of the

FP-03.

ESTIMATED

PRICE: The price range of the project work is between $15 and $22 million.

mailto:CFLContracts@dot.gov http://www.fbo.gov/

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of three schedules and three options.

Before preparing the bid, carefully read the Solicitation Provisions and the following:

• Insert a numeric unit bid price for each pay item for which a quantity appears in the bid schedule. Unit bid prices should be quoted no more precisely than the nearest cent (2 decimal places). Unit bid prices quoted more precisely will be rounded up to the nearest cent by the Government

• Multiply the unit price by the quantity for each pay item and show the amount bid.

When the words “Lump Sum” appear as a unit bid price, insert an amount for each lump sum pay item.

• Total all amounts bid for each pay item and show the Construction Cost Total on the space provided on the last page of each schedule or option.

• Also show the Construction Cost Total for each schedule/option as well as the combined Total of each Schedule and the Option in the spaces provided on the Bid Summary page.

NOTE: If the amount bid for a pay item is inconsistent with the product of the unit price provided by the bidder and the quantity provided by the Government, the unit price will govern and the

Government will determine a corrected amount bid for the pay item by multiplying the unit price by the quantity.

Evaluation Factors for Award

To be eligible for award of contract, the offeror shall submit prices for each item necessary to complete all contract work in Bid Schedule A, B and C and Option X, Y and Z.

The Government will evaluate the total of Schedule C + Options X, Y, and Z first. If funds are not available for Schedule C + Options X, Y, and Z, at the time of award, the Government will evaluate Schedule C. If funds are not available for Schedule C at the time of award, the Government will evaluate Schedule B + Options X, Y, and Z. If funds are not available for Schedule B + Options X, Y, and Z, at the time of award, the Government will evaluate Schedule B. If funds are not available for Schedule B at the time of award, the Government will evaluate Schedule A + Options X, Y, and Z. If funds are not available for Schedule A + Options X, Y, and Z, at the time of award, the Government will evaluate Schedule A.

The below table is a visualization of the evaluation process the Government will use:

Accordingly, award of contract, if made, will be made to the lowest responsive, responsible bidder, if funds are available.

Schedule C + Option X, Y, and Z

Schedule C

Schedule B + Options X, Y, and Z

Schedule B

Schedule A+ Options X, Y, and Z

Schedule A

A-5

PARTNERING

A Partnership recognizes the Government and the Contractor are both responsible and can affect the successful completion of this project. Partnering is a vehicle to ensure the partnership has structure and quality. It recognizes the strengths of each party and uses those strengths to identify and achieve shared goals. One of the primary objectives of Partnering is to facilitate the resolution of disputes in a timely, professional, and non-adversarial manner with the outcome focused on achieving those shared goals.

CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and it’s subcontractors to establish a Partnering relationship on this project.

A formal Partnering meeting can help facilitate this relationship by helping do document the parties’ common purpose and goals, and ensuring alignment. The goals are mutually agreed upon and address effective and efficient performance within the scope of the contract.

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-03. Costs of partnering would be in addition to the contract award amount.

Please indicate your desire to participate in a formal partnering meeting on this project.

(___) We would like to participate in a formal partnering meeting.

(___) We do not want to participate in a formal partnering meeting.

Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 120 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

B I D S C H E D U L E

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15201-0000 Line A0040 ALL LPSM $

15206-0000 Line A0060 32.000 STA $ $

15210-3000 Line A0080 12.000 STA $ $

15215-3000 Line A0100 6 EACH $ $

15216-2000 Line A0120 56.000 STA $ $

15301-0000 Line A0140 ALL LPSM $

15401-0000 Line A0160 ALL LPSM $

15501-0000 Line A0180 ALL LPSM $

15705-1500 Line A0200 3,900 LNFT $ $

15802-0000 Line A0220 ALL LPSM $

20101-0000 Line A0240 1.0 ACRE $ $

20301-1400 Line A0260 3 EACH $ $

20301-1900 Line A0280 4 EACH $ $

20301-2400 Line A0300 1 EACH $ $

20302-0150 Line A0320 434 LNFT (CQ) $ $

20302-0300 Line A0340 5,200 LNFT $ $

20303-0300 Line A0360 75 SQYD $ $

20303-1600 Line A0380 1,050 SQYD $ $

20402-0000

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF BRIDGE RAILING

REMOVAL OF CURB AND GUTTER, CONCRETE

REMOVAL OF CONCRETE

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

REMOVAL OF PAVEMENT, ASPHALT

SUBEXCAVATION

REMOVAL OF INLET

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

A-6

Line A0400 1,000 CUYD $ $

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line A0400 1,000 CUYD $ $ 20420-0000

Line A0420 5,300 CUYD $ $ 20426-1000

Line A0440 116 CUYD $ $ 25101-4000

Line A0460 489 CUYD $ $ 30306-3000

Line A0480 12,700 SQYD $ $ 30802-2000

Line A0500 1,650 TON $ $ 40101-5600

Line A0520 3,500 TON $ $ 40105-3000

Line A0540 32 TON $ $ 40920-1000

Line A0560 9 TON $ $ 41105-0000

Line A0580 25 TON $ $ 41201-1000

Line A0600 10 TON $ $ 55221-0000

Line A0620 ALL LPSM $ 55601-1100

Line A0640 424 LNFT (CQ) $ $ 60102-0000

Line A0660 185 SQYD $ $ 60103-0220

Line A0680 2 EACH $ $ 60201-0600

Line A0700 30 LNFT $ $ 60201-0800

Line A0720 200 LNFT $ $ 60201-1200

Line A0740 69 LNFT $ $ 60202-0500

Line A0760 10 LNFT $ $ 60210-0800

Line A0780 2 EACH $ $

48-INCH PIPE CULVERT

30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

DITCH, EXCAVATION

PLACED RIPRAP, CLASS 4

PULVERIZING, 6-INCH DEPTH

EXPANSION JOINT REPAIR

BRIDGE RAILING, STEEL, TWO RAIL

CONCRETE

EMBANKMENT CONSTRUCTION

A-7

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60211-0900 Line A0800 2 EACH $ $

60403-0000 Line A0820 3 EACH $ $

60415-0000 Line A0840 3 EACH $ $

60704-0000 Line A0860 1 EACH $ $

60802-0400 Line A0880 90 LNFT $ $

60901-0000 Line A0900 220 LNFT $ $

60901-1300 Line A0920 230 LNFT $ $

60902-1300 Line A0940 5,500 LNFT $ $

61701-1950 Line A0960 275 LNFT $ $

61702-0800 Line A0980 4 EACH $ $

61707-0000 Line A1000 84 LNFT (CQ) $ $

62201-0200 Line A1020 40 HOUR $ $

62201-0350 Line A1040 40 HOUR $ $

62201-1100 Line A1060 40 HOUR $ $

62201-2850 Line A1080 40 HOUR $ $

62201-3000 Line A1100 40 HOUR $ $

62301-0000 Line A1120 80 HOUR $ $

62302-1000 Line A1140 40 HOUR $ $

62302-1100 Line A1160 40 HOUR $ $

62405-0400

HYDRAULIC EXCAVATOR

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

CLEANING CULVERT IN PLACE

PAVED WATERWAY, TYPE 4

CURB, CONCRETE

CURB, CONCRETE, 15-INCH DEPTH

CURB AND GUTTER, CONCRETE, 15-INCH DEPTH

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

END SECTION FOR 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

INLET

TRENCH DRAIN

A-8

Line A1180 6,000 SQYD $ $

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line A1180 6,000 SQYD $ $ 63301-0000

Line A1200 9 EACH $ $ 63316-1000

Line A1220 5 EACH $ $ 63402-0300

Line A1240 6.0 MILE $ $ 63501-0000

Line A1260 ALL LPSM $ 63501-1000

Line A1280 ALL LPSM $ 63502-0700

Line A1300 500 EACH $ $ 63502-1300

Line A1320 500 EACH $ $ 63502-2000

Line A1340 3 EACH $ $ 63502-3100

Line A1360 1 EACH $ $ 63503-0300

Line A1380 100 LNFT $ $ 63503-0400

Line A1400 1,000 LNFT $ $ 63504-1000

Line A1420 605 SQFT $ $ 63505-1000

Line A1440 2.9 MILE $ $ 63506-0500

Line A1460 3,000 HOUR $ $ 63506-0600

Line A1480 250 HOUR $ $

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

SIGN SYSTEM

A-9

Schedule B

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line B0020 ALL LPSM $

15201-0000 Line B0040 ALL LPSM $

15206-0000 Line B0060 32.000 STA $ $

15210-3000 Line B0080 518.000 STA $ $

15215-3000 Line B0100 7 EACH $ $

15216-2000 Line B0120 56.000 STA $ $

15301-0000 Line B0140 ALL LPSM $

15401-0000 Line B0160 ALL LPSM $

15501-0000 Line B0180 ALL LPSM $

15705-1500 Line B0200 3,900 LNFT $ $

15802-0000 Line B0220 ALL LPSM $

20101-0000 Line B0240 3.0 ACRE $ $

20301-0100 Line B0260 140 EACH $ $

20301-1200 Line B0280 1 EACH $ $

20301-1400 Line B0300 3 EACH $ $

20301-1900 Line B0320 3 EACH $ $

20301-2400 Line B0340 1 EACH $ $

20301-3400 Line B0360 25 EACH $ $

20302-0150 Line B0380 434 LNFT (CQ) $ $

20302-0300

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF WHEELSTOP

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

REMOVAL OF BRIDGE RAILING

REMOVAL OF CURB AND GUTTER, CONCRETE

REMOVAL OF BOLLARD

REMOVAL OF HEADWALL

REMOVAL OF INLET

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

A-10

Line B0400 6,400 LNFT $ $

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line B0400 6,400 LNFT $ $ 20302-0400

Line B0420 15,100 LNFT $ $ 20303-0300

Line B0440 76 SQYD $ $ 20303-1600

Line B0460 1,050 SQYD $ $ 20402-0000

Line B0480 1,000 CUYD $ $ 20420-0000

Line B0500 5,300 CUYD $ $ 20426-1000

Line B0520 116 CUYD $ $ 21101-1000

Line B0540 5,000 SQYD $ $ 25101-1000

Line B0560 50 CUYD $ $ 25101-4000

Line B0580 489 CUYD $ $ 30306-3000

Line B0600 45,050 SQYD $ $ 30802-2000

Line B0620 6,150 TON $ $ 40101-5600

Line B0640 29,400 TON $ $ 40105-3000

Line B0660 300 TON $ $ 40920-1000

Line B0680 80 TON $ $ 41105-0000

Line B0700 260 TON $ $ 41201-1000

Line B0720 150 TON $ $ 41601-1000

Line B0740 415.000 STA $ $ 41605-2000

Line B0760 550 TON $ $ 55221-0000

Line B0780 ALL LPSM $

CONTINUOUS COLD RECYCLED ASPHALT BASE COURSE TYPE A

EMULSIFIED BINDER AGENT GRADE HFMS-2SP(HFMS-2SP, or CSS Engineered Emulsion, or PASS R)

EXPANSION JOINT REPAIR

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

EMBANKMENT CONSTRUCTION

DITCH, EXCAVATION

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 1

PLACED RIPRAP, CLASS 4

PULVERIZING, 6-INCH DEPTH

REMOVAL OF CONCRETE

REMOVAL OF PAVEMENT, ASPHALT

SUBEXCAVATION

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

REMOVAL OF CURB, ASPHALT

A-11

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

55601-1100 Line B0800 424 LNFT (CQ) $ $

60102-0000 Line B0820 185 SQYD $ $

60103-0220 Line B0840 2 EACH $ $

60201-0600 Line B0860 26 LNFT $ $

60201-0800 Line B0880 250 LNFT $ $

60201-1200 Line B0900 69 LNFT $ $

60202-0500 Line B0920 10 LNFT $ $

60210-0800 Line B0940 4 EACH $ $

60211-0900 Line B0960 2 EACH $ $

60403-0000 Line B0980 4 EACH $ $

60415-0000 Line B1000 4 EACH $ $

60704-0000 Line B1020 1 EACH $ $

60802-0400 Line B1040 90 LNFT $ $

60811-0000 Line B1060 1 EACH $ $

60901-0000 Line B1080 220 LNFT $ $

60901-1300 Line B1100 6,700 LNFT $ $

60901-2300 Line B1120 17,500 LNFT $ $

60902-1300 Line B1140 5,600 LNFT $ $

60908-1000 Line B1160 11,800 SQYD $ $

60920-0000

CURB, CONCRETE, 15-INCH DEPTH

CURB, ASPHALT, 6-INCH DEPTH

CURB AND GUTTER, CONCRETE, 15-INCH DEPTH

PAVED DITCH, ASPHALT

RESET WHEELSTOP

INLET

TRENCH DRAIN

CLEANING CULVERT IN PLACE

PAVED WATERWAY, TYPE 4

DRAINAGE CHUTE

CURB, CONCRETE

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

48-INCH PIPE CULVERT

30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

BRIDGE RAILING, STEEL, TWO RAIL

CONCRETE

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

A-12

Line B1180 100 EACH $ $

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line B1180 100 EACH $ $ 61501-0200

Line B1200 350 SQYD $ $ 61502-1000

Line B1220 420 SQYD $ $ 61505-1000

Line B1240 1 EACH $ $ 61701-1950

Line B1260 275 LNFT $ $ 61702-0800

Line B1280 4 EACH $ $ 61707-0000

Line B1300 84 LNFT (CQ) $ $ 61921-1000

Line B1320 120 LNFT $ $ 62201-0200

Line B1340 40 HOUR $ $ 62201-0350

Line B1360 40 HOUR $ $ 62201-1100

Line B1380 40 HOUR $ $ 62201-2850

Line B1400 40 HOUR $ $ 62201-3000

Line B1420 40 HOUR $ $ 62301-0000

Line B1440 80 HOUR $ $ 62302-1000

Line B1460 40 HOUR $ $ 62302-1100

Line B1480 40 HOUR $ $ 62405-0400

Line B1500 6,000 SQYD $ $ 63301-0000

Line B1520 20 EACH $ $ 63309-0100

Line B1540 190 EACH $ $ 63316-1000

Line B1560 8 EACH $ $

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

SIGN SYSTEM

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

GENERAL LABOR

DRIVE PAD, CONCRETE

ACCESSIBILITY RAMP, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

REMOVE AND RESET FENCE

SIDEWALK, COLORED CONCRETE

A-13

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63402-0300 Line B1580 80.0 MILE $ $

63405-0850 Line B1600 12 EACH $ $

63501-000 Line B1620 ALL LPSM $

63501-1000 Line B1640 ALL LPSM $

63502-0700 Line B1660 500 EACH $ $

63502-1300 Line B1680 500 EACH $ $

63502-2000 Line B1700 3 EACH $ $

63502-3100 Line B1720 1 EACH $ $

63503-0300 Line B1740 100 LNFT $ $

63503-0400 Line B1760 1,000 LNFT $ $

63504-1000 Line B1780 735 SQFT $ $

63505-1000 Line B1800 31.6 MILE $ $

63506-0500 Line B1820 6,000 HOUR $ $

63506-0600 Line B1840 500 HOUR $ $

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

PAVEMENT MARKINGS, TYPE B

PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

A-14

Schedule C

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line C0020 ALL LPSM $

15201-0000 Line C0040 ALL LPSM $

15206-0000 Line C0060 39.000 STA $ $

15210-3000 Line C0080 1,189.000 STA $ $

15215-3000 Line C0100 10 EACH $ $

15216-2000 Line C0120 64.000 STA $ $

15301-0000 Line C0140 ALL LPSM $

15401-0000 Line C0160 ALL LPSM $

15501-0000 Line C0180 ALL LPSM $

15705-1500 Line C0200 4,700 LNFT $ $

15706-0200 Line C0220 30 EACH $ $

15706-1000 Line C0240 1 EACH $ $

15802-0000 Line C0260 ALL LPSM $

20101-0000 Line C0280 1.0 ACRE $ $

20301-0100 Line C0300 390 EACH $ $

20301-1200 Line C0320 1 EACH $ $

20301-1400 Line C0340 4 EACH $ $

20301-1900 Line C0360 7 EACH $ $

20301-2000 Line C0380 4 EACH $ $

20301-2400

REMOVAL OF HEADWALL

REMOVAL OF INLET

REMOVAL OF PIPE CULVERT

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

REMOVAL OF PIPE END SECTION

REMOVAL OF SIGN

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF BOLLARD

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION

Schedule Total: ________________________

Submitted by: _________________________

A-15

Line C0400 1 EACH $ $

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line C0400 1 EACH $ $ 20301-3400

Line C0420 50 EACH $ $ 20302-0150

Line C0440 434 LNFT (CQ) $ $ 20302-0300

Line C0460 7,500 LNFT $ $ 20302-0400

Line C0480 24,900 LNFT $ $ 20303-0300

Line C0500 75 SQYD $ $ 20303-1600

Line C0520 1,050 SQYD $ $ 20402-0000

Line C0540 1,000 CUYD $ $ 20420-0000

Line C0560 6,000 CUYD $ $ 20425-1000

Line C0580 250 LNFT $ $ 20426-1000

Line C0600 116 CUYD $ $ 21101-1000

Line C0620 15,150 SQYD $ $ 25101-1000

Line C0640 75 CUYD $ $ 25101-4000

Line C0660 489 CUYD $ $ 30306-3000

Line C0680 105,000 SQYD $ $ 30802-2000

Line C0700 13,500 TON $ $ 40101-5600

Line C0720 67,800 TON $ $ 40105-3000

Line C0740 730 TON $ $ 40920-1000

Line C0760 180 TON $ $ 41105-0000

Line C0780 600 TON $ $

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 1

PLACED RIPRAP, CLASS 4

REMOVAL OF WHEELSTOP

REMOVAL OF CONCRETE

REMOVAL OF PAVEMENT, ASPHALT

SUBEXCAVATION

EMBANKMENT CONSTRUCTION

DITCH, EXCAVATION

DITCH, EXCAVATION

REMOVAL OF BRIDGE RAILING

REMOVAL OF CURB AND GUTTER, CONCRETE

REMOVAL OF CURB, ASPHALT

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

BLOTTER

PULVERIZING, 6-INCH DEPTH

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

A-16

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

41201-1000 Line C0800 340 TON $ $

41601-1000 Line C0820 1,080.000 STA $ $

41605-2000 Line C0840 1,460 TON $ $

55221-0000 Line C0860 ALL LPSM $

55601-1100 Line C0880 424 LNFT (CQ) $ $

60102-0000 Line C0900 190 SQYD $ $

60103-0220 Line C0920 2 EACH $ $

60201-0600 Line C0940 26 LNFT $ $

60201-0800 Line C0960 290 LNFT $ $

60201-1000 Line C0980 200 LNFT $ $

60201-1200 Line C1000 69 LNFT $ $

60202-0500 Line C1020 10 LNFT $ $

60210-0800 Line C1040 6 EACH $ $

60211-0900 Line C1060 2 EACH $ $

60403-0000 Line C1080 4 EACH $ $

60411-0000 Line C1100 2 EACH $ $

60415-0000 Line C1120 3 EACH $ $

60704-0000 Line C1140 1 EACH $ $

60802-0400 Line C1160 90 LNFT $ $

60811-0000

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

CONTINUOUS COLD RECYCLED ASPHALT BASE COURSE TYPE A

EMULSIFIED BINDER AGENT GRADE HFMS-2SP(HFMS-2SP, or CSS Engineered Emulsion, or PASS R)

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

INLET

EXPANSION JOINT REPAIR

BRIDGE RAILING, STEEL, TWO RAIL

CONCRETE

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

INLET MODIFICATION

TRENCH DRAIN

CLEANING CULVERT IN PLACE

PAVED WATERWAY, TYPE 4

DRAINAGE CHUTE

A-17

Line C1180 2 EACH $ $

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line C1180 2 EACH $ $ 60901-0000

Line C1200 220 LNFT $ $ 60901-1300

Line C1220 18,700 LNFT $ $ 60901-2300

Line C1240 29,500 LNFT $ $ 60902-1300

Line C1260 6,400 LNFT $ $ 60908-1000

Line C1280 22,900 SQYD $ $ 60920-0000

Line C1300 100 EACH $ $ 61501-0200

Line C1320 558 SQYD $ $ 61502-1000

Line C1340 800 SQYD $ $ 61505-1000

Line C1360 5 EACH $ $ 61701-1950

Line C1380 275 LNFT $ $ 61702-0800

Line C1400 4 EACH $ $ 61707-0000

Line C1420 84 LNFT (CQ) $ $ 61921-1000

Line C1440 120 LNFT $ $ 62011-0700

Line C1460 6 EACH $ $ 62201-0200

Line C1480 40 HOUR $ $ 62201-0350

Line C1500 40 HOUR $ $ 62201-1100

Line C1520 40 HOUR $ $ 62201-2850

Line C1540 40 HOUR $ $ 62201-3000

Line C1560 40 HOUR $ $

CURB, CONCRETE, 15-INCH DEPTH

CURB, ASPHALT, 6-INCH DEPTH

CURB AND GUTTER, CONCRETE, 15-INCH DEPTH

PAVED DITCH, ASPHALT

RESET WHEELSTOP

SIDEWALK, COLORED CONCRETE

CURB, CONCRETE

STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

DRIVE PAD, CONCRETE

ACCESSIBILITY RAMP, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

REMOVE AND RESET FENCE

A-18

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62301-0000 Line C1580 80 HOUR $ $

62302-0100 Line C1600 40 HOUR $ $

62302-1000 Line C1620 40 HOUR $ $

62302-1100 Line C1640 40 HOUR $ $

62405-0400 Line C1660 6,000 SQYD $ $

63301-0000 Line C1680 37 EACH $ $

63309-0100 Line C1700 540 EACH $ $

63316-1000 Line C1720 12 EACH $ $

63402-0300 Line C1740 195.0 MILE $ $

63405-0850 Line C1760 21 EACH $ $

63501-0000 Line C1780 ALL LPSM $

63501-1000 Line C1800 ALL LPSM $

63502-0700 Line C1820 1,000 EACH $ $

63502-1300 Line C1840 500 EACH $ $

63502-2000 Line C1860 3 EACH $ $

63502-3100 Line C1880 1 EACH $ $

63503-0300 Line C1900 100 LNFT $ $

63503-0400 Line C1920 1,000 LNFT $ $

63504-1000 Line C1940 735 SQFT $ $

63505-1000

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B

PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

A-19

Line C1960 72.2 MILE $ $

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line C1960 72.2 MILE $ $ 63506-0500

Line C1980 12,000 HOUR $ $ 63506-0600

Line C2000 1,000 HOUR $ $

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

A-20

Option X

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line X0020 ALL LPSM $

15210-3000 Line X0040 6.000 STA $ $

15301-0000 Line X0060 ALL LPSM $

15401-0000 Line X0080 ALL LPSM $

15501-0000 Line X0100 ALL LPSM $

15705-1500 Line X0120 50 LNFT $ $

15802-0000 Line X0140 ALL LPSM $

20444-0000 Line X0160 500 SQYD $ $

30306-3000 Line X0180 5,700 SQYD $ $

30802-2000 Line X0200 70 TON $ $

40101-5600 Line X0220 950 TON $ $

40105-3000 Line X0240 9 TON $ $

40920-1000 Line X0260 4 TON $ $

41105-0000 Line X0280 10 TON $ $

41201-1000 Line X0300 4 TON $ $

62201-0350 Line X0320 20 HOUR $ $

62201-1100 Line X0340 20 HOUR $ $

62201-2850 Line X0360 20 HOUR $ $

62301-0000 Line X0380 20 HOUR $ $

63402-0300

Schedule Total: ________________________

Submitted by: _________________________

BACKHOE

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

GENERAL LABOR

PAVEMENT MARKINGS, TYPE B

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

WATERING FOR DUST CONTROL

SLOPE GRADING

PULVERIZING, 6-INCH DEPTH

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

A-20

Line X0400 1.0 MILE $ $

Option X

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line X0400 1.0 MILE $ $ 63405-0850

Line X0420 2 EACH $ $ 63501-1000

Line X0440 ALL LPSM $ 63502-0700

Line X0460 50 EACH $ $ 63504-1000

Line X0480 147 SQFT $ $ 63505-1000

Line X0500 0.1 MILE $ $ 63506-0500

Line X0520 100 HOUR $ $

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

A-21

Option Y

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Y0020 ALL LPSM $

15210-3000 Line Y0040 6.000 STA $ $

15301-0000 Line Y0060 ALL LPSM $

15401-0000 Line Y0080 ALL LPSM $

15501-0000 Line Y0100 ALL LPSM $

15705-1500 Line Y0120 50 LNFT $ $

15802-0000 Line Y0140 ALL LPSM $

30306-3000 Line Y0160 1,500 SQYD $ $

30802-2000 Line Y0180 60 TON $ $

40101-5600 Line Y0200 50 TON $ $

40105-3000 Line Y0220 1 TON $ $

40920-1000 Line Y0240 2 TON $ $

41105-0000 Line Y0260 3 TON $ $

41201-1000 Line Y0280 3 TON $ $

62201-0350 Line Y0300 20 HOUR $ $

62201-1100 Line Y0320 20 HOUR $ $

62201-2850 Line Y0340 20 HOUR $ $

62301-0000 Line Y0360 20 HOUR $ $

63402-0300 Line Y0380 0.3 MILE $ $

63501-1000

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

GENERAL LABOR

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

PAVEMENT MARKINGS, TYPE B

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

BACKHOE

WATERING FOR DUST CONTROL

PULVERIZING, 6-INCH DEPTH

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

Schedule Total: ________________________

Submitted by: _________________________

A-22

Line Y0400 100% LPSM $ $

Option Y

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line Y0400 ALL LPSM $ 63502-0700

Line Y0420 50 EACH $ $ 63504-1000

Line Y0440 120 SQFT $ $ 63505-1000

Line Y0460 0.1 MILE $ $ 63506-0500

Line Y0480 100 HOUR $ $

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

A-23

Option Z

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Z0020 ALL LPSM $

15210-3000 Line Z0040 42.000 STA $ $

15301-0000 Line Z0060 ALL LPSM $

15401-0000 Line Z0080 ALL LPSM $

15501-0000 Line Z0100 ALL LPSM $

15705-1…