6982AF27B000005.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF27B000005

SOLICITATION TYPE: FULL & OPEN COMPETITION (with HUBZone Price

Preference)

PROJECT NUMBER: UT NP ARCH 100(2)

PROJECT NAME: BRIDGES ON DELICATE ARCH ROAD

BID OPENING DATE:

See Page A-1, Item 13A

This solicitation cites Standard Specifications for Construction of Roads and Bridges on

Federal Highway Projects, FP-14 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: https://highways.dot.gov/federal-lands E-mail: CFLContracts@dot.gov https://highways.dot.gov/federal-lands mailto:CFLContracts@dot.gov

PROJECT UT NP ARCH 100(2)

LOCATION ARCHES NATIONAL PARK

COUNTY GRAND

STATE

LENGTH

TYPE OF IMPROVEMENT

UTAH

SCHEDULE A: 0.99 MILES, 2 PARKING LOTS

OPTION X: 0.35 MILES

OPTION Y: 1 PARKING LOT

BRIDGE CONSTRUCTION, DRAINAGE,

PAVEMENT, ROADWAY REALIGNMENT,

REHABILITATION AND WIDENING,

ASPHALT SURFACING, AND SAFETY

IMPROVEMENTS

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-6

Solicitation Provisions .....................................................................................................B-9

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-26 Division 200 ................................................................................................................... E-44 Division 300 ................................................................................................................... E-48 Division 400 ................................................................................................................... E-51 Division 500 ................................................................................................................... E-63 Division 600 ................................................................................................................... E-69 Division 700 ................................................................................................................... E-89

APPENDICES

Appendix A ..................................................... Sample Small Business Subcontracting Plan

Appendix B ............................................................................................................... Permits

PROJECT OVERVIEW

Delicate Arch Road (DAR) is within Arches National Park (Park) and provides access to Delicate Arch. DAR is a functional class 1 roadway (Principal Park Road) and is heavily traveled by visitors and often congested during periods with moderate-to-high levels of visitation.

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

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I. PRE-BID INFORMATION

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).

Bids and bonds shall be submitted in sealed envelopes or packages:

(1) addressed to the office specified in the solicitation, and

(2) showing the time and date specified for receipt, the solicitation number, and the name and address of the bidder.

Bidders using commercial carrier services shall ensure that the bid is addressed and marked on the outermost envelope or wrapper as prescribed above when delivered to the office specified in the solicitation.

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-6

• Bid Schedule Pages A-7 through A-17

• Completed an applicable Authority to Bind certificate, pages A-18 through A22

• Buy American Act & Hazardous Materials, Pages A-23 through A-24

• Bid Guarantee (RFO Clause 52.228-1), Pages B-1 through B-4. 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.

o Digital copies may be downloaded at https://www.gsa.gov/forms-library/bid-bond

• Completed the VETS-4212 declaration, Page A-ii; Bidders’ Information, Pages B-5 through B-8.

• HUBZone small business concerns electing to waive the evaluation preference, complete RFO Clause 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, Section C of the IFB.

https://www.gsa.gov/forms-library/bid-bond

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

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 https://sam.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 48 CFR, Chapter 1, Federal Acquisition Regulation (FAR), Revolutionary FAR Overhaul (RFO), Department of Transportation Acquisition Regulation (TAR), and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

The FP-14 was utilized for the design of this project. Paper copies of the FP-14 will not be provided to bidders or the awarded Prime Contractor. The FP-14 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ and a copy is uploaded with this solicitation.

Applicable FAR, RFO and TAR provisions and clauses in this IFB are incorporated by reference or full text. FAR, RFO and TAR provisions and clauses incorporated by reference can be accessed on the Internet at https://www.acquisition.gov/content/regulations, https://www.acquisition.gov/far-overhaul/far-part-deviation-guide and https://www.acquisition.gov/tar.

Notice of SAM Registration – Offerors or quoters are required to have an active Federal Government contracts registration in the System for Award Management (SAM) when they submit an offer or quotation, and at the time of award. Failure to be fully registered prior to submission of a bid may require award to the next successful registered offeror. See RFO Subpart 4.203-1(b).

Register online at www.sam.gov.

“System updates may lag policy updates. The System for Award Management (SAM) may continue to require entities to complete representations based on provisions that are not included in DOT solicitations.

Examples include:

• 52.222-25, Affirmative Action Compliance, and

• 52.212-3(d), Offeror Representations and Certifications—Commercial Products and Commercial Services.

• 52.223-22, Public Disclosure of Greenhouse Gas Emissions and Reduction Goals— Representation.

• 52.212-3(t), Offeror Representations and Certifications—Commercial Products and Commercial Services.

https://sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ https://www.acquisition.gov/content/regulations https://www.acquisition.gov/far-overhaul/far-part-deviation-guide https://www.acquisition.gov/far-overhaul/far-part-deviation-guide https://www.acquisition.gov/tar http://www.sam.gov/

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Contracting officers will not need to consider these representations when making award decisions or enforce requirements. Entities are not required to, nor are they able to, update their entity registration to remove these representations in SAM.”

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $45 million. If your average annual gross receipts for the past 5 years are above $45 million, you are a large business for this solicitation. If they are below $45 million you are a small business. Before submitting bids, you must ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov. Include NAICS 237310 in your SAM profile.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: https://www.dol.gov/agencies/vets/programs/vets4212

• My firm had a qualifying Federal Contract in 2025 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2025 and is therefore exempt from the reporting requirements.

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to the price of all offers except HUBZone small business concerns that have not waived the evaluation preference and otherwise successful offers from small business concerns. See RFO 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, RFO Clause 52.219-14, Limitations on Subcontracting will apply.

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

102.03 of the FP-14. 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.

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 Item 9 on Page A-3).

http://www.sam.gov/ https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.dol.gov%2Fagencies%2Fvets%2Fprograms%2Fvets4212&data=05%7C01%7Cryan.d.phillips%40dot.gov%7C09d955a274d74e8474dc08dbc51eeb3d%7Cc4cd245b44f04395a1aa3848d258f78b%7C0%7C0%7C638320508951679944%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=gIALto4XEaeYAJrJxNNxKww0nAj0lFMpA2G36Z3hVxc%3D&reserved=0

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TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON NOVEMBER 2, 2026

Consolidate all questions on a single word document and submit NLT the deadline to submit technical questions.

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at https://sam.gov

Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce (email), 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).

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 RFO 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.

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

II. POST AWARD INFORMATION

CFLHD will no longer be providing paper copies of the conformed contract to the Awarded Prime Contractor.

Subcontracting – RFO 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 to participate in performing contracts let by any Federal agency.

RFO 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 $2.0 million, 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. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of request of the CO, that bidder may be ineligible for award of the contract. (Prime and subcontracting | U.S. Small Business Administration) mailto:CFLContracts@dot.gov https://sam.gov/ https://www.sba.gov/federal-contracting/contracting-guide/prime-subcontracting#subcontracting https://www.sba.gov/federal-contracting/contracting-guide/prime-subcontracting#subcontracting

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Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) https://subnet.sba.gov/client/dsp_Landing.cfm so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Revolutionary Federal Acquisition Regulation Overhaul (RFO) 5.303, Announcement of contract awards, 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 individual and/or women-owned small business concerns that have indicated an interest in participating in highway construction is available at DOT Subcontracting Directory | US Department of Transportation.

See Appendix A for Sample Small Business Subcontracting Plan.

NOTE:

• Consider the following FHWA small business goals in development of Subcontracting plans and efforts:

FHWA Small Business Subcontracting Goals (As of FY 2026) Business Size Goal (%)

SB 43.02%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 5.0%

Insurance requirements - See Subsection 107.05 of the FP-14.

Masterworks - Contractors shall use the Government’s web-based system Masterworks to prepare all “Inspector’s Daily Record of Construction Operations” (Contractors Daily Reports) and measurement notes (pay notes).

The Contractor shall be required to attend a training session on the use of Masterworks. The virtual training sessions will be either a video presentation or live training as determined by the CO. The Contractor shall be responsible for training additional staff.

The Contractor shall be required to submit a user account form to gain access to the Masterworks.

See Subsection 104.04.

https://subnet.sba.gov/client/dsp_Landing.cfm https://www.transportation.gov/osdbu/procurement-assistance/dot-subcontracting-directory https://www.transportation.gov/osdbu/procurement-assistance/dot-subcontracting-directory

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NOTICE: NON-MANDATORY SITE VISIT

This pre-bid meeting notice is being given to solicit contractor interest and to orient contractors with the project site prior to the bid opening. Representatives from the Federal Highway Administration (FHWA) will conduct a meeting and site visit on Thursday, October 8, from 9:00 a.m. to approximately 12:00 p.m. A project presentation will be conducted from 9 a.m. – 10 a.m., followed by a visit to the project site from 10 a.m. – 12 p.m.

Interested parties will meet at the:

Arches National Park Visitors Center 5 miles north of Moab on US 191 Moab, UT 84532

Each Bidder will provide their own transportation to review the project site.

It is anticipated that a copy of the plans and specifications will be posted to www.sam.gov prior to the site visit so potential contractors may review the project in advance.

The agenda, sign-in sheet, any questions answered and other information from the site visit will be posted to www.sam.gov shortly after.

If you would like to attend the pre-bid meeting, please email CFLContracts@dot.gov by Friday, October 6, 2026.

ATTENDANCE AT THE PROJECT SITE VISIT IS NOT MANDATORY TO BID

THE PROJECT.

http://www.sam.gov/ http://www.fbo.gov/

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF27B000005

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

10/6/2026

PAGE OF

PAGES

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

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

HFLCEO260286PR

6. PROJECT NO.

UT NP ARCH 100(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:

Laura Slauter, 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. 48 CFR, CHAPTER 1, FEDERAL ACQUISTION REGULATION (FAR), REVOLUTIONARY FAR OVERHAUL (RFO)

AND THE DEPARTMENT OF TRANSPORATION REGULATION (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-14, U.S. CUSTOMARY UNITS.

7. SUBCONTRACTING PLAN. (IF APPLICABLE)

See Subsection 104.04 of the FP-14 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. *See Page A-3

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 11/10/26 (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.

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

STANDARD FORM 1442 (REV. 12/2022) BACK

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)

UEI.

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 60 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

□ 10 U.S.C. 2304(c)( ) □ 41 U.S.C. 3304(a)( )

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

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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 .

Item 11: COMPLETION DATE: The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than See SCR Section 108.01, subject to such extensions as may be authorized. The time stated for completion shall include final cleanup of the premises.

Work shall be completed on or before the date specified above, subject to such extensions as may be authorized by the terms of the contract and the specifications made a part thereof.

Item 12A: PERFORMANCE AND PAYMENT BONDS: See RFO Clause 52.228-15 Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-14.

Item 13B: BID BOND AMOUNT: See RFO Provision 52.228-1 Bid Guarantee (Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-

14. 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 https://sam.gov.

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $10,000,000 and $20,000,000.

A-3 mailto:CFLContracts@dot.gov https://sam.gov/

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one (1) schedule and two (2) 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.

Basis for Award

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

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

The below table is a visualization of the above evaluation process:

Schedule A + Options X and Y Schedule A + Option X Schedule A + Option Y Schedule A

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Per RFO provision 52.217-4, Evaluation of Options Exercised at Time of Contract Award, the Government will evaluate offers for award purposes by adding the total price for Schedule A together with any Option(s) exercised at the time of award, depending on funds availability. 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).

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

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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 Contractor and it’s subcontractors to establish a Partnering relationship on this project.

A formal Partnering meeting can help facilitate this relationship by helping to 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-14. 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.

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Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, 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. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount.

BID SCHEDULE

Bid Schedule Project: UT NP ARCH 100(2), BRIDGES ON DELICATE ARCH ROAD

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BID SCHEDULE

Project No : UT NP ARCH 100(2) Schedule : A

Project Name : BRIDGES ON DELICATE ARCH

ROAD

Schedule Type : Base

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

56401-1000 BEARING DEVICE, ELASTOMERIC

61707-0000 STRUCTURE TRANSITION RAILING

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

A0100 15101-0000 MOBILIZATION ALL LPSM

A0120 15210-3000

CENTERLINE,

VERIFICATION AND

STAKING

0.653 MILE

A0140 15215-2000 SURVEY AND STAKING,

BRIDGE

(SALT WASH) 1.000 EACH

A0160 15215-2000 SURVEY AND STAKING,

BRIDGE

(WINTER CAMP

WASH) 1.000 EACH

A0180 15215-3000 SURVEY AND STAKING,

DRAINAGE STRUCTURE 11.000 EACH

A0200 15215-7000 SURVEY AND STAKING,

PARKING AREA 2.000 EACH

A0220 15225-0000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

0.296 MILE

A0240 15236-2000 SURVEY CONTROL,

GRADE FINISHING 1.246 MILE

A0260 15301-0000 CONTRACTOR QUALITY

CONTROL ALL LPSM

A0280 15401-0000 CONTRACTOR TESTING ALL LPSM

A0300 15501-0000 CONSTRUCTION

SCHEDULE ALL LPSM

A0320 15701-0000 SOIL EROSION

CONTROL ALL LPSM

A0340 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL LPSM

A0360 15802-0000 WATERING FOR DUST

CONTROL ALL LPSM

A0380 20101-0000 CLEARING AND

GRUBBING 7.500 ACRE

A0400 20301-0700 REMOVAL OF

DELINEATOR 50.000 EACH

A0420 20301-1100 REMOVAL OF GATE 1.000 EACH

A0440 20301-1900 REMOVAL OF PIPE

CULVERT 12.000 EACH

A0460 20301-2400 REMOVAL OF SIGN 30.000 EACH

A0480 20301-2700 REMOVAL OF

STRUCTURE

(Buried RCBC) 1.000 EACH

A0500 20301-2700 REMOVAL OF

STRUCTURE

(SALT WASH) 1.000 EACH

A0520 20301-2700 REMOVAL OF

STRUCTURE

(WINTER CAMP

WASH) 1.000 EACH

Bid Schedule

A-8

A0540 20301-3400 REMOVAL OF

WHEELSTOP 15.000 EACH

A0560 20302-0400 REMOVAL OF CURB,

ASPHALT 2,345.000 LNFT

A0580 20303-1600 REMOVAL OF

PAVEMENT, ASPHALT 13,000.000 SQYD

A0600 20402-0000 SUBEXCAVATION 200.000 CUYD

A0620 20420-0000 EMBANKMENT

CONSTRUCTION 5,600.000 CUYD

A0640 20425-1000 DITCH, EXCAVATION 250.000 LNFT

A0660 20801-0000 STRUCTURE

EXCAVATION 60.000 CUYD

A0680 20803-0000 STRUCTURAL BACKFILL 60.000 CUYD

A0700 20820-0000 DEWATERING (SALT WASH) ALL LPSM

A0720 20820-0000 DEWATERING (WINTER CAMP

WASH) ALL LPSM

A0740 25101-2200 PLACED RIPRAP,

METHOD B, CLASS 2 100.000 CUYD

A0760 25101-2300 PLACED RIPRAP,

METHOD B, CLASS 3 1,025.000 CUYD

A0780 25126-0000 REMOVE AND RESET

BOULDER

(4FT. TO 6FT.) 95.000 EACH

A0800 30202-2000

ROADWAY

AGGREGATE, METHOD

2,700.000 TON

A0820 30401-5300

FULL DEPTH

RECLAMATION,

METHOD 2, 6-INCH

DEPTH

0.653 MILE

A0840 40101-5600

ASPHALT CONCRETE

PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3 TO <3

MILLION ESAL

5,300.000 TON

A0880 40105-3000 ANTISTRIP ADDITIVE,

TYPE 3 53.000 TON

A0920 40601-0000 FOG SEAL 11.000 TON

A0940 41102-1000 PRIME COAT, METHOD

1 25,000.000 SQYD

A0960 41105-0000 BLOTTER 20.000 TON

A0980 41201-0000 TACK COAT 11.000 TON

A1000 50101-0800

MINOR CONCRETE

PAVEMENT,

REINFORCED, 8-INCH

DEPTH

(COLORED)

125.000 SQYD

A1020 55201-0200

STRUCTURAL

CONCRETE, CLASS A

(AE)

508.000 CUYD

A1040 55231-0000 CONCRETE COLOR

AGENT 7,000.000 LB

A1060 55401-1000 REINFORCING STEEL 11,500.000 LB

A1080 55401-2000 REINFORCING STEEL,

EPOXY COATED 91,100.000 LB

A1100 55601-1100 BRIDGE RAILING,

STEEL, TWO RAIL 428.000 LNFT

A1120 56401-1000 BEARING DEVICE,

ELASTOMERIC 12.000 EACH

A1140 56501-0200 DRILLED SHAFT, 24-

INCH DIAMETER 500.000 LNFT

A1160 56501-0300 DRILLED SHAFT, 30-

INCH DIAMETER 600.000 LNFT

A1180 60201-0800 24-INCH PIPE CULVERT (HDPE) 700.000 LNFT

Bid Schedule

A-9

A1200 60210-0600 END SECTION FOR 18-

INCH PIPE CULVERT

(METAL) 2.000 EACH

A1220 60210-0800 END SECTION FOR 24-

INCH PIPE CULVERT

(METAL) 22.000 EACH

A1240 60704-0000 CLEANING CULVERT IN

PLACE 1.000 EACH

A1260 60801-0400 PAVED WATERWAY,

TYPE 4

(REINFORCED,

COLORED) 100.000 SQYD

A1280 60901-1300 CURB, CONCRETE, 15-

INCH DEPTH

(REINFORCED,

COLORED) 2,850.000 LNFT

A1300 60915-1000 WHEELSTOP,

CONCRETE

(COLORED) 15.000 EACH

A1320 61701-4500

GUARDRAIL SYSTEM

MGS, TYPE 2, CLASS A

STEEL POSTS

1,200.000 LNFT

A1340 61702-1500 TERMINAL SECTION,

TYPE MGS TANGENT 4.000 EACH

A1360 61707-0000 STRUCTURE

TRANSITION RAILING 168.000 LNFT

A1380 61902-0000 GATE 1.000 EACH

A1400 62201-0200

DUMP TRUCK, 8 CUBIC

YARD MINIMUM

CAPACITY

40.000 HOUR

A1420 62201-0550

BACKHOE LOADER, 6

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 24-INCH

WIDTH

40.000 HOUR

A1440 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

40.000 HOUR

A1460 62201-2850 MOTOR GRADER, 12

FOOT MINIMUM BLADE 40.000 HOUR

A1480 62201-3350

HYDRAULIC

EXCAVATOR, 1 CUBIC

YARD MINIMUM

CAPACITY

40.000 HOUR

A1500 62301-0000 GENERAL LABOR 80.000 HOUR

A1520 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES 40.000 HOUR

A1540 62302-1100 SPECIAL LABOR, HIRED

SURVEY SERVICES 40.000 HOUR

A1560 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(ARCHEOLOGICAL

MONITORING) ALL LPSM

A1580 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(BIOLOGICAL

MONITORING) ALL LPSM

A1600 62406-0300

PLACING CONSERVED

TOPSOIL, 4-INCH

DEPTH

1.500 ACRE

A1620 62515-2000 MULCHING, HYDRAULIC

METHOD 2.800 ACRE

A1640 63301-0000 SIGN SYSTEM 30.000 EACH

A1660 63308-2000 OBJECT MARKER, TYPE

2 24.000 EACH

A1680 63309-0100 DELINEATOR, TYPE 1 50.000 EACH

A1700 63402-0300 PAVEMENT MARKINGS,

TYPE B, SOLID 10.000 MILE

A1720 63405-0050 PAVEMENT MARKINGS,

SYMBOLS

(TYPE B) 15.000 EACH

A1740 63501-1000

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL SUPERVISOR

ALL LPSM

A1760 63502-0600

TEMPORARY TRAFFIC

CONTROL, BARRICADE

TYPE 3

6.000 EACH

Bid Schedule

A-10

A1780 63502-1050

TEMPORARY TRAFFIC

CONTROL, TUBULAR

MARKER

200.000 EACH

A1800 63502-1600

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE B

6.000 EACH

A1820 63502-2000

TEMPORARY TRAFFIC

CONTROL, PORTABLE

CHANGEABLE

MESSAGE SIGN

2.000 EACH

A1840 63502-2100

TEMPORARY TRAFFIC

CONTROL, CRASH

CUSHION

4.000 EACH

A1860 63502-3100

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

SIGNAL SYSTEM

1.000 EACH

A1880 63503-0400

TEMPORARY TRAFFIC

CONTROL, CONCRETE

BARRIER

1,200.000 LNFT

A1900 63503-1000

TEMPORARY TRAFFIC

CONTROL, PLASTIC

FENCE

1,000.000 LNFT

A1920 63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

525.000 SQFT

A1940 63505-1000

TEMPORARY TRAFFIC

CONTROL, PAVEMENT

MARKINGS

4.000 MILE

A1960 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 3,800.000 HOUR

A1980 63506-0600 TEMPORARY TRAFFIC

CONTROL, PILOT CAR 1,200.000 HOUR

A2000 63701-0000 FIELD OFFICE 1.000 EACH

A2020 65001-1000 CONSTRUCT AND

MAINTAIN DIVERSION ALL LPSM

Submitted By: Schedule Total:

Bid Schedule

A-11

Project No : UT NP ARCH 100(2) Schedule : X

Project Name : BRIDGES ON DELICATE ARCH

ROAD

Schedule Type : Option

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

56401-1000 BEARING DEVICE, ELASTOMERIC

61707-0000 STRUCTURE TRANSITION RAILING

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

X0100 15101-0000 MOBILIZATION ALL LPSM

X0120 15215-2000 SURVEY AND STAKING,

BRIDGE

(SALT VALLEY WASH) 1.000 EACH

X0140 15215-3000 SURVEY AND STAKING,

DRAINAGE STRUCTURE 3.000 EACH

X0160 15225-0000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

0.329 MILE

X0180 15236-2000 SURVEY CONTROL,

GRADE FINISHING 0.658 MILE

X0200 15301-0000 CONTRACTOR QUALITY

CONTROL ALL LPSM

X0220 15401-0000 CONTRACTOR TESTING ALL LPSM

X0240 15501-0000 CONSTRUCTION

SCHEDULE ALL LPSM

X0260 15701-0000 SOIL EROSION

CONTROL ALL LPSM

X0280 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL LPSM

X0300 15802-0000 WATERING FOR DUST

CONTROL ALL LPSM

X0320 20101-0000 CLEARING AND

GRUBBING 4.000 ACRE

X0340 20301-0700 REMOVAL OF

DELINEATOR 25.000 EACH

X0360 20301-1200 REMOVAL OF

HEADWALL 2.000 EACH

X0380 20301-1900 REMOVAL OF PIPE

CULVERT 10.000 EACH

X0400 20301-2400 REMOVAL OF SIGN 15.000 EACH

X0420 20303-1600 REMOVAL OF

PAVEMENT, ASPHALT 5,300.000 SQYD

X0440 20402-0000 SUBEXCAVATION 200.000 CUYD

X0460 20420-0000 EMBANKMENT

CONSTRUCTION 5,500.000 CUYD

X0480 20425-1000 DITCH, EXCAVATION 60.000 LNFT

X0500 20801-0000 STRUCTURE

EXCAVATION 20.000 CUYD

X0520 20803-0000 STRUCTURAL BACKFILL 30.000 CUYD

X0540 20820-0000 DEWATERING (SALT VALLEY WASH) ALL LPSM

Bid Schedule

A-12

X0560 21101-1000

ROADWAY

OBLITERATION,

METHOD 1

1,100.000 SQYD

X0580 25101-2200 PLACED RIPRAP,

METHOD B, CLASS 2 11.000 CUYD

X0600 25101-2300 PLACED RIPRAP,

METHOD B, CLASS 3 700.000 CUYD

X0620 25126-0000 REMOVE AND RESET

BOULDER

(4FT. TO 6FT.) 65.000 EACH

X0640 30202-2000

ROADWAY

AGGREGATE, METHOD

2,250.000 TON

X0680 40101-5600

ASPHALT CONCRETE

PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3 TO <3

MILLION ESAL

1,300.000 TON

X0700 40105-3000 ANTISTRIP ADDITIVE,

TYPE 3 12.000 TON

X0740 40601-0000 FOG SEAL 2.500 TON

X0760 41102-1000 PRIME COAT, METHOD

1 5,800.000 SQYD

X0780 41105-0000 BLOTTER 20.000 TON

X0800 41201-0000 TACK COAT 2.500 TON

X0820 55201-0200

STRUCTURAL

CONCRETE, CLASS A

(AE)

244.000 CUYD

X0840 55231-0000 CONCRETE COLOR

AGENT 3,400.000 LB

X0860 55401-1000 REINFORCING STEEL 4,200.000 LB

X0880 55401-2000 REINFORCING STEEL,

EPOXY COATED 46,900.000 LB

X0900 55601-1100 BRIDGE RAILING,

STEEL, TWO RAIL 214.000 LNFT

X0920 56401-1000 BEARING DEVICE,

ELASTOMERIC 6.000 EACH

X0940 56501-0200 DRILLED SHAFT, 24-

INCH DIAMETER 250.000 LNFT

X0960 56501-0300 DRILLED SHAFT, 30-

INCH DIAMETER 290.000 LNFT

X0980 60201-0600 18-INCH PIPE CULVERT (HDPE) 100.000 LNFT

X1000 60201-0900 30-INCH PIPE CULVERT (HDPE) 110.000 LNFT

X1020 60210-0600 END SECTION FOR 18-

INCH PIPE CULVERT

(METAL) 4.000 EACH

X1040 60210-0900 END SECTION FOR 30-

INCH PIPE CULVERT

(METAL) 2.000 EACH

X1060 60901-1300 CURB, CONCRETE, 15-

INCH DEPTH

(REINFORCED,

COLORED) 210.000 LNFT

X1080 61701-4500

GUARDRAIL SYSTEM

MGS, TYPE 2, CLASS A

STEEL POSTS

150.000 LNFT

X1100 61702-1500 TERMINAL SECTION,

TYPE MGS TANGENT 4.000 EACH

X1120 61707-0000 STRUCTURE

TRANSITION RAILING 84.000 LNFT

X1140 62201-0200

DUMP TRUCK, 8 CUBIC

YARD MINIMUM

CAPACITY

20.000 HOUR

X1160 62201-0550

BACKHOE LOADER, 6

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 24-INCH

WIDTH

20.000 HOUR

Bid Schedule

A-13

X1180 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

20.000 HOUR

X1200 62201-2850 MOTOR GRADER, 12

FOOT MINIMUM BLADE 20.000 HOUR

X1220 62201-3350

HYDRAULIC

EXCAVATOR, 1 CUBIC

YARD MINIMUM

CAPACITY

20.000 HOUR

X1240 62301-0000 GENERAL LABOR 40.000 HOUR

X1260 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES 20.000 HOUR

X1280 62302-1100 SPECIAL LABOR, HIRED

SURVEY SERVICES 20.000 HOUR

X1300 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(ARCHEOLOGICAL

MONITORING) ALL LPSM

X1320 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(BIOLOGICAL

MONITORING) ALL LPSM

X1340 62406-0300

PLACING CONSERVED

TOPSOIL, 4-INCH

DEPTH

1.500 ACRE

X1360 62515-2000 MULCHING, HYDRAULIC

METHOD 2.000 ACRE

X1380 63301-0000 SIGN SYSTEM 10.000 EACH

X1400 63308-2000 OBJECT MARKER, TYPE

2 6.000 EACH

X1420 63309-0100 DELINEATOR, TYPE 1 50.000 EACH

X1440 63402-0300 PAVEMENT MARKINGS,

TYPE B, SOLID 3.000 MILE

X1460 63501-1000

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL SUPERVISOR

ALL LPSM

X1480 63502-0600

TEMPORARY TRAFFIC

CONTROL, BARRICADE

TYPE 3

6.000 EACH

X1500 63502-1050

TEMPORARY TRAFFIC

CONTROL, TUBULAR

MARKER

100.000 EACH

X1520 63502-1600

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE B

4.000 EACH

X1540 63503-1000

TEMPORARY TRAFFIC

CONTROL, PLASTIC

FENCE

1,000.000 LNFT

X1560 63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

200.000 SQFT

X1580 63505-1000

TEMPORARY TRAFFIC

CONTROL, PAVEMENT

MARKINGS

1.500 MILE

X1600 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 2,000.000 HOUR

X1620 63506-0600 TEMPORARY TRAFFIC

CONTROL, PILOT CAR 600.000 HOUR

Submitted By: Schedule Total:

Bid Schedule

A-14

Project No : UT NP ARCH 100(2) Schedule : Y

Project Name : BRIDGES ON DELICATE ARCH

ROAD

Schedule Type : Option

Contract Quantity Pay Items

No Contract Quantity Pay Items

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

Y0100 15101-0000 MOBILIZATION ALL LPSM

Y0120 15215-7000 SURVEY AND STAKING,

PARKING AREA 1.000 EACH

Y0140 15301-0000 CONTRACTOR QUALITY

CONTROL ALL LPSM

Y0160 15401-0000 CONTRACTOR TESTING ALL LPSM

Y0180 15501-0000 CONSTRUCTION

SCHEDULE ALL LPSM

Y0200 15701-0000 SOIL EROSION

CONTROL ALL LPSM

Y0220 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL LPSM

Y0240 15802-0000 WATERING FOR DUST

CONTROL ALL LPSM

Y0260 20301-2400 REMOVAL OF SIGN 6.000 EACH

Y0280 20301-3400 REMOVAL OF

WHEELSTOP 75.000 EACH

Y0300 20302-0700 REMOVAL OF FENCE 650.000 LNFT

Y0320 20303-3200 REMOVAL OF

SIDEWALK, CONCRETE 210.000 SQYD

Y0340 20402-0000 SUBEXCAVATION 25.000 CUYD

Y0360 25101-2200 PLACED RIPRAP,

METHOD B, CLASS 2 30.000 CUYD

Y0380 25126-0000 REMOVE AND RESET

BOULDER

(4FT. TO 6FT.) 45.000 EACH

Y0400 30202-2000

ROADWAY

AGGREGATE, METHOD

100.000 TON

Y0420 30402-5300

FULL DEPTH

RECLAMATION,

METHOD 2, 6-INCH

DEPTH

8,200.000 SQYD

Y0440 40101-5600

ASPHALT CONCRETE

PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3 TO <3

MILLION ESAL

1,700.000 TON

Y0480 40105-3000 ANTISTRIP ADDITIVE,

TYPE 3 17.000 TON

Y0500 40601-0000 FOG SEAL 4.000 TON

Y0520 41102-1000 PRIME COAT, METHOD

1 8,000.000 SQYD

Y0540 41105-0000 BLOTTER 20.000 TON

Y0560 41201-0000 TACK COAT 4.000 TON

Bid Schedule

A-15

Y0580 50101-0800

MINOR CONCRETE

PAVEMENT,

REINFORCED, 8-INCH

DEPTH

(COLORED)

165.000 SQYD

Y0600 60901-1300 CURB, CONCRETE, 15-

INCH DEPTH

(REINFORCED,

COLORED) 500.000 LNFT

Y0620 60902-1300

CURB AND GUTTER,

CONCRETE, 15-INCH

DEPTH

(REINFORCED,

COLORED) 80.000 LNFT

Y0640 60915-1000 WHEELSTOP,

CONCRETE

(COLORED) 85.000 EACH

Y0660 61501-0200 SIDEWALK, COLORED

CONCRETE

(REINFORCED) 225.000 SQYD

Y0680 61901-2400 FENCE, SPLIT RAIL, 2

RAIL 650.000 LNFT

Y0700 62201-0200

DUMP TRUCK, 8 CUBIC

YARD MINIMUM

CAPACITY

10.000 HOUR

Y0720 62201-0550

BACKHOE LOADER, 6

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 24-INCH

WIDTH

10.000 HOUR

Y0740 62301-0000 GENERAL LABOR 20.000 HOUR

Y0760 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES 10.000 HOUR

Y0780 62302-1100 SPECIAL LABOR, HIRED

SURVEY SERVICES 10.000 HOUR

Y0800 62406-0300

PLACING CONSERVED

TOPSOIL, 4-INCH

DEPTH

0.100 ACRE

Y0820 62515-2000 MULCHING, HYDRAULIC

METHOD 0.250 ACRE

Y0840 63301-0000 SIGN SYSTEM 9.000 EACH

Y0860 63402-0300 PAVEMENT MARKINGS,

TYPE B, SOLID 2.000 MILE

Y0880 63405-0050 PAVEMENT MARKINGS,

SYMBOLS

(TYPE B) 18.000 EACH

Y0900 63501-1000

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL SUPERVISOR

ALL LPSM

Y0920 63502-0600

TEMPORARY TRAFFIC

CONTROL, BARRICADE

TYPE 3

6.000 EACH

Y0940 63502-1050

TEMPORARY TRAFFIC

CONTROL, TUBULAR

MARKER

50.000 EACH

Y0960 63502-1600

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE B

4.000 EACH

Y0980 63503-1000

TEMPORARY TRAFFIC

CONTROL, PLASTIC

FENCE

1,000.000 LNFT

Y1000 63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

160.000 SQFT

Y1020 63505-1000

TEMPORARY TRAFFIC

CONTROL, PAVEMENT

MARKINGS

1.000 MILE

Y1040 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 800.000 HOUR

Submitted By: Schedule Total:

Bid Schedule

A-16

Total-Schedule(s) and Option(s) Bid Total

Schedule A, Option X, Option Y

BID SCHEDULE SUMMARY

Schedule Bid Total

Schedule A - Base

Schedule Bid Total

Schedule X - Option

Schedule Bid Total

Schedule Y - Option

Bid Schedule

A-17

INSTRUCTIONS: When the offeror/principal is a corporation, include this certification with your offer/bid.

Corporate Certificate

I, (name), certify that I am the

(title), of the corporation named as the

Offeror/Principal herein;

that (name), who signed this offer and/or bid bond on behalf of (company name) is

(title) of this corporation;

that the offer was duly signed for and on behalf of said corporation by authority and scope of its governing body, and within the scope of its corporate powers.

(signature) Affix Corporate Seal

(title)

A-18

INSTRUCTIONS: When the offeror/principal is a limited liability corporation, include this certification with your offer/bid.

Limited Liability Certificate

I, (name), certify that I am the

(title), of the limited liability company named as the Offeror/Principal herein;

that (name), who signed this offer and/or bid bond on behalf of (company name) is

(title) of this company;

that the offer was duly signed for and on behalf of said company by authority and scope of its governing body, and within the scope of its powers.

(signature) Affix Company Seal (as applicable)

(title)

A-19

INSTRUCTIONS: When the offeror/principal is a partnership, include this certification with your offer/bid.

Authority to Bind Partnership

This certifies that the names and signatures of all partners are listed below, and that the person signing the proposal has the authority to actually bind the partnership pursuant to its partnership agreement. Each of the partners individually has full authority to enter into and execute contractual instruments on behalf of said partnership, except as follows:

(State “None” or describe limitations, if any)

This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting

Officer.

(Include names and signatures of all partners)

A-20

INSTRUCTIONS: When the offeror/principal is a joint venture, include this certification with your offer/bid.

Authority to Bind Joint Venture

This certifies that the person signing the proposal has the authority to actually bind the joint venture pursuant to its joint venture agreement, and that each of the named persons listed below individually has full authority to enter into and execute contractual instruments on behalf of said joint venture, except as follows:

(State “None” or describe limitations, if any)

This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting

Officer.

(Include names and signatures of all applicable individuals)

A-21

INSTRUCTIONS: When the offeror/principal is a sole proprietorship, include this certification with your offer/bid.

Sole Proprietorship Requirement

An Offeror/Principal that is a sole proprietorship must submit an offer/bid and a bond signed by the sole proprietor, or by one duly authorized to sign for the sole proprietor. If the signature is by someone other than the sole proprietor, a copy of the power of attorney authorizing the individual to sign must be provided with the offer/bid.

A-22

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

It is understood and agreed that the materials and components listed in Subparts 25.1 and 25.2 of the RFO are a part of this contract and are deemed to be Domestic Construction Material for the purposes of this contract.

NOTE TO CONTRACTOR:

The following information and any applicable supporting data is required for evaluation of requests under RFO Clause 52.225-11 Paragraph (c) & (d) and RFO Provision 52.225-12 Paragraph (b).

Material and/or Component

Construction Material Description Unit of Measure Quantity *Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

Construction Material Description Unit of Measure Quantity *Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).] [Please include name, address, telephone number and contact for suppliers surveyed. Attach copy of response; if oral, attach summary. Include all applicable supporting information.]

A-23

HAZARDOUS MATERIALS

As required by RFO Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the RFO clause and defined under the latest version of Federal Standard No. 313.

Hazardous Material

Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.

Use of fly ash and ground granulated blast furnace slag and construction materials containing fly ash and ground granulated blast furnace slag on Federal Lands Highway Projects:

• It is the policy of the United States Government that fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag shall have maximum practicable opportunity for incorporation into its…