6982AF19B000008.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF19B000008

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: WY TIG US212(9)

PROJECT NAME: BEARTOOTH HIGHWAY

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-03 Metric 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 WY TIG US212(9)

BEARTOOTH HIGHWAY

LOCATION SHOSHONE NATIONAL FOREST

COUNTY

STATE

LENGTH

TYPE OF IMPROVEMENT

PARK COUNTY

WYOMING

SCHEDULE A: 1.173 KM

OPTION W: 1.730 KM

OPTION X: PLANTINGS

OPTION Y: STONE MASONRY (VENEER)

OPTION Z: SIGN SYSTEM (SPECIAL)

ROADWAY REALIGNMENT,

RECONSTRUCTION, GRADING,

DRAINAGE, AGGREGATE BASE, HOT

ASPHALT CONCRETE PAVEMENT,

GUARDRAIL, INTERPRETIVE SITE, MSE

WALL, AND STEEL BRIDGE.

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-34 Division 200 ................................................................................................................... E-61 Division 300 ................................................................................................................... E-84 Division 400 ................................................................................................................... E-85 Division 500 ................................................................................................................... E-99 Division 600 ................................................................................................................. E-134 Division 700 ................................................................................................................. E-158

APPENDICES

Appendix A ............................................. Department of Environmental Quality WYPDES

Appendix B ............................................................................................................. SWPPP

Appendix C .................................................................................................. Notice of Intent

Appendix D ............................................................................................. Special Use Permit

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

Appendix E.......... Environmental Training Handbook and Grizzly Bear Management Plan

Appendix F............................................................................... Sample Subcontracting Plan

NOTICE TO BIDDERS

A-i

PROJECT OVERVIEW

This project is being developed in cooperation with the Shoshone National Forest (SNF), the Wyoming Department of Transportation (WYDOT), and the National Park Service (NPS). The Beartooth Highway in Wyoming begins at the Wyoming/Montana State Line east of Cooke City, Montana, following US 212 for 56.1 kilometers to the Wyoming/Montana State Line southwest of Red Lodge, Montana. The project is located entirely within the Shoshone National Forest and is maintained by the NPS out of Yellowstone National Park. In addition to being a Forest Highway, the route carries the special designation as a National Park Approach Road, a Scenic Byway, and All American Road.

This project includes realignment and reconstruction of 2.61 km (1.6 miles) of roadway and a new bridge on U.S. 212, otherwise called Beartooth Highway. The project is located at an elevation of 10,950 feet with an anticipated construction season of 4-6 months per year.

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). Submit the following documents with your Bid Package–

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

• If applicable, 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.

• Annual Representations and Certifications (FAR Provision 52.204-8) and Certification Regarding Responsibility Matters (FAR Provision 52.209-5).

• 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.

A-ii

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

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.

The FP-03 was utilized for the design of this project. Paper copies of the FP-03 will not be provided to bidders or the awarded Prime Contractor. The FP-03 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ and a copy is uploaded with this solicitation. A single paper copy can be obtained from the Research & Technology Distribution Center (RTPDC) by email report.center@dot.gov .

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.

Notice of SAM Registration – you must be registered in the System for Award Management (SAM) prior to submission of a bid in response to this solicitation. Failure to register prior to submission of a bid may require award to the next successful registered offeror. See FAR Subpart

4.1102. 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 2018 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2018 and is therefore exempt from the reporting requirements http://www.fbo.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov http://farsite.hill.af.mil/vffara.htm http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

A-iii

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.

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must:

(i) At least 15 percent of the cost of contract performance to be incurred for personnel will be spent on the prime contractor’s employees;

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 Item 9 on Page A-3).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON APRIL 25, 2019

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.

http://osdbuweb.dot.gov/

A-iv

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

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

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 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 $1.5 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 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.

See Appendix F for Sample Small Business Subcontracting Plan.

http://web.sba.gov/subnet/ http://www.sam.gov/

A-v

NOTE:

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

FHWA Small Business Subcontracting Goals (As of FY 2018) Business Size Goal (%)

SB 50.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

EEBACS - Contractors shall use the Government’s web-based system, Engineer’s Estimating, Bidding, Award, and Construction System (EEBACS), 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 EEBACS. The training session will require up to 4 hours. No more than 3 Contractor staff may attend the training unless approved 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 EEBACS system. See Subsection 108.01.

A user guide, “EEBACS for Construction Contractors”, is available. An electronic version can be found at http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF19B000008

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

April 2, 2019

PAGE OF

PAGES

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

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

HFLCEO190064PR

6. PROJECT NO.

WY TIG US212(9)

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:

Sheri Walsh, 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 5/02/19 (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 .

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

• Update and Revisions to Beartooth Ravine Bridge Foundation and Retaining Wall Design Technical Memorandum dated January 22, 2019

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 $13 and $15 million.

mailto:CFLContracts@dot.gov

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and four 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 Bid Schedule A and Options: W, X, Y, and Z.

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A.

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 180 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.

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

A-5 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.

A - 6

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. 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

Project No:WY TIG US212(9)

Project Name:Beartooth Highway

A - 7

Contract Quantity Pay Items 20801-0000 Structure excavation

20803-0000 Structural backfill

55201-0200 Structural concrete, class A (AE) (Ravine Bridge)

55401-1000 Reinforcing steel

55401-2000 Reinforcing steel, epoxy coated

55502-0000 Structural steel, furnished, fabricated, and erected

55503-0000 Bridge expansion joints

55601-0900 Bridge railing, steel (WYDOT TL-3)

61707-0000 Structure transition railing

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 Mobilization

ALL LPSM $___LPSM_____ $____________

A0040 15206-0000 Slope, reference, and clearing and grubbing stake

1.173 km $____________ $____________

A0060 15214-1000 Survey and staking, bridge

ALL LPSM $___LPSM_____ $____________

A0080 15214-2000 Survey and staking, retaining wall

ALL LPSM $___LPSM_____ $____________

A0100 15215-3000 Survey and staking, drainage structure

5 Each $____________ $____________

A0120 15216-2000 Survey and staking, grade finishing stakes

2.346 km $____________ $____________

A0140 15301-0000 Contractor quality control

ALL LPSM $___LPSM_____ $____________

A0160 15401-0000 Contractor testing

ALL LPSM $___LPSM_____ $____________

A0180 15501-0000 Construction schedule

ALL LPSM $___LPSM_____ $____________

A0200 15703-1500 Soil erosion control, temporary soil tackifier

2.400 ha $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A0220 15705-0100 Soil erosion control, silt fence

780 m $____________ $____________

A0240 15705-1400 Soil erosion control, sediment log Soil erosion control, sediment log

40 m $____________ $____________

A0260 15706-0200 Soil erosion control, check dam

5 Each $____________ $____________

A0280 15706-0300 Soil erosion control, sandbag

65 Each $____________ $____________

A0300 15706-1600 Soil erosion control, stabilized construction entrance

1 Each $____________ $____________

A0320 15802-0000 Watering for dust control

ALL LPSM $___LPSM_____ $____________

A0340 20101-0000 Clearing and grubbing

3.650 ha $____________ $____________

A0360 20206-0000 Selective clearing and grubbing

30 m2 $____________ $____________

A0380 20301-1900 Removal of pipe culvert

5 Each $____________ $____________

A0400 20301-2400 Removal of signs

1 Each $____________ $____________

A0420 20302-1200 Removal of guardrail

770 m $____________ $____________

A0440 20303-1600 Removal of pavement, asphalt

4,200 m2 $____________ $____________

A0460 20401-0000 Roadway excavation

36,500 m3 $____________ $____________

A0480 20402-0000 Subexcavation

500 m3 $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0500 20441-0000 Waste

31,000 m3 $____________ $____________

A0520 20701-0700 Earthwork geotextile, type II-A

1,800 m2 $____________ $____________

A0540 20801-0000 Structure excavation

900 m3 $____________ $____________

A0560 20803-0000 Structural backfill

420 m3 $____________ $____________

A0580 20811-0000 Shoring and bracing (Ravine Bridge)

420 m2 $____________ $____________

A0600 20811-0000 Shoring and bracing (Ravine Wall)

2,650 m2 $____________ $____________

A0620 21101-1000 Roadway obliteration, method 1

1,600 m2 $____________ $____________

A0640 25101-2000 Placed riprap, class 2

5 m3 $____________ $____________

A0660 25120-2000 Riprap ditch, class 2

40 m $____________ $____________

A0680 25125-0000 Boulder

35 Each $____________ $____________

A0700 25501-0000 Mechanically stabilized earth wall

3,100 m2 $____________ $____________

A0720 30101-0000 Aggregate base

11,500 t $____________ $____________

A0760 40301-0000 Hot asphalt concrete pavement

3,100 t $____________ $____________

A0780 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h

7.0 t $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0800 41103-0000 Prime coat (Method 1)

15,000 m2 $____________ $____________

A0820 41105-0000 Blotter

120 t $____________ $____________

A0840 41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h

8.0 t $____________ $____________

A0860 55201-0200 Structural concrete, class A (AE) (Ravine Bridge)

998 m3 $____________ $____________

A0880 55401-1000 Reinforcing steel

58,300 kg $____________ $____________

A0900 55401-2000 Reinforcing steel, epoxy coated

103,100 kg $____________ $____________

A0920 55502-0000 Structural steel, furnished, fabricated, and erected

302,300 kg $____________ $____________

A0940 55503-0000 Bridge expansion joints

25.75 m $____________ $____________

A0960 55601-0900 Bridge railing, steel (WYDOT TL-3)

282 m $____________ $____________

A0980 56305-0000 Rock stain

8,000 m2 $____________ $____________

A1000 56401-1000 Bearing device, elastomeric

16 Each $____________ $____________

A1020 56501-0200 Drilled shafts, 600mm diameter

165 m $____________ $____________

A1040 56501-0500 Drilled shafts, 1050mm diameter

27 m $____________ $____________

A1060 60201-0800 600mm pipe culvert

130 m $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1080 60210-0800 End section for 600mm pipe culvert

2 Each $____________ $____________

A1100 60212-0800 Elbow, 600mm

8 Each $____________ $____________

A1120 60404-1000 Catch basin, type 1

4 Each $____________ $____________

A1140 60504-0000 Geocomposite sheet drain system

200 m2 $____________ $____________

A1160 60901-0400 Curb, concrete, 150mm depth

750 m $____________ $____________

A1180 60901-1200 Curb, concrete, 350mm depth (Flush)

60 m $____________ $____________

A1200 60908-1000 Paved ditch, asphalt

950 m2 $____________ $____________

A1220 61501-0100 Sidewalk, concrete (125 mm depth)

140 m2 $____________ $____________

A1240 61701-1800 Guardrail system G4, type 4, class A steel posts

630 m $____________ $____________

A1260 61702-0600 Terminal section, type flared (G4 W-Beam)

6 Each $____________ $____________

A1280 61707-0000 Structure transition railing

30.5 m $____________ $____________

A1300 62201-0150 Dump truck, 7 cubic meter minimum capacity

180 Hour $____________ $____________

A1320 62201-0350 Backhoe

80 Hour $____________ $____________

A1340 62201-0900 Wheel loader, 2 cubic meter minimum rated capacity

40 Hour $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1360 62201-1300 Bulldozer, 120kW minimum flywheel power

40 Hour $____________ $____________

A1380 62201-2850 Motor grader, 3.6 meter minimum blade

40 Hour $____________ $____________

A1400 62201-3000 Hydraulic excavator

40 Hour $____________ $____________

A1420 62201-3150 Hydraulic excavator, crawler mounted, 0.7m3 minimum capacity with thumb attachment

80 Hour $____________ $____________

A1440 62301-0000 General labor

40 Hour $____________ $____________

A1460 62302-0100 Special labor, slope scaling

60 Hour $____________ $____________

A1480 62302-1000 Special labor, hired technical services

60 Hour $____________ $____________

A1500 62302-1100 Special labor, hired survey services

60 Hour $____________ $____________

A1520 62407-0000 Placing conserved topsoil

3,650 m3 $____________ $____________

A1540 62510-2000 Seeding, hydraulic method (Seed Mix A: Riparian/Wetland)

0.30 ha $____________ $____________

A1560 62510-2000 Seeding, hydraulic method (Seed Mix B: <44+900)

2.50 ha $____________ $____________

A1580 62510-2000 Seeding, hydraulic method (Seed Mix D: Forbs)

1.40 ha $____________ $____________

A1600 62510-2000 Seeding, hydraulic method (Seed Mix E: Ghost Creek)

4.70 ha $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1620 62515-3000 Mulching, hydraulic method, bonded fiber matrix

2.10 ha $____________ $____________

A1640 62520-0000 Fertilizer (Organic)

2.10 ha $____________ $____________

A1660 62901-0700 Rolled erosion control product, type 2.C

3,900 m2 $____________ $____________

A1680 63301-0000 Sign system

13 Each $____________ $____________

A1700 63309-0100 Delineator, type 1

65 Each $____________ $____________

A1720 63309-0300 Delineator, type 3

15 Each $____________ $____________

A1740 63309-1000 Delineator, type snowpole

155 Each $____________ $____________

A1760 63404-0200 Pavement markings, type B

190 l $____________ $____________

A1780 63501-1000 Temporary traffic control, traffic and safety supervisor

ALL LPSM $___LPSM_____ $____________

A1800 63502-0700 Temporary traffic control, cone

100 Each $____________ $____________

A1820 63502-1300 Temporary traffic control, drum

100 Each $____________ $____________

A1840 63502-1500 Temporary traffic control, warning light type A

20 Each $____________ $____________

A1860 63502-1700 Temporary traffic control, warning light type C

100 Each $____________ $____________

A1880 63502-2000 Temporary traffic control, portable changeable message sign

3 Each $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1900 63502-2100 Temporary traffic control, crash cushion

4 Each $____________ $____________

A1920 63502-3100 Temporary traffic control, traffic signal system

2 Each $____________ $____________

A1940 63503-0300 Temporary traffic control, barricade type 3

44 m $____________ $____________

A1960 63503-0400 Temporary traffic control, concrete barrier

1,000 m $____________ $____________

A1980 63503-1000 Temporary traffic control, plastic fence

1,685 m $____________ $____________

A2000 63504-1000 Temporary traffic control, construction sign

53.0 m2 $____________ $____________

A2020 63505-1000 Temporary traffic control, pavement markings

3.630 km $____________ $____________

A2040 63506-0500 Temporary traffic control, flagger

12,000 Hour $____________ $____________

A2060 63506-0600 Temporary traffic control, pilot car

3,600 Hour $____________ $____________

A2080 64703-1000 Mitigation, landscaping log

1 Each $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

W0020 15101-0000 Mobilization

ALL LPSM $___LPSM_____ $____________

W0040 15206-0000 Slope, reference, and clearing and grubbing stake

1.730 km $____________ $____________

W0060 15215-1000 Survey and staking, approach road

1 Each $____________ $____________

W0080 15215-3000 Survey and staking, drainage structure

11 Each $____________ $____________

W0100 15216-2000 Survey and staking, grade finishing stakes

3.460 km $____________ $____________

W0120 15301-0000 Contractor quality control

ALL LPSM $___LPSM_____ $____________

W0140 15401-0000 Contractor testing

ALL LPSM $___LPSM_____ $____________

W0160 15501-0000 Construction schedule

ALL LPSM $___LPSM_____ $____________

W0180 15703-1500 Soil erosion control, temporary soil tackifier

3.500 ha $____________ $____________

W0200 15705-0100 Soil erosion control, silt fence

1,770 m $____________ $____________

W0220 15705-1400 Soil erosion control, sediment log

120 m $____________ $____________

W0240 15706-0200 Soil erosion control, check dam

60 Each $____________ $____________

W0260 15706-0300 Soil erosion control, sandbag

45 Each $____________ $____________

W0280 15802-0000 Watering for dust control

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 16

W0300 20101-0000 Clearing and grubbing

4.080 ha $____________ $____________

W0320 20206-0000 Selective clearing and grubbing

30 m2 $____________ $____________

W0340 20301-1900 Removal of pipe culvert

11 Each $____________ $____________

W0360 20301-2400 Removal of signs

5 Each $____________ $____________

W0380 20302-1200 Removal of guardrail

100 m $____________ $____________

W0400 20303-1600 Removal of pavement, asphalt

2,200 m2 $____________ $____________

W0420 20401-0000 Roadway excavation

20,000 m3 $____________ $____________

W0440 20402-0000 Subexcavation

2,500 m3 $____________ $____________

W0460 20403-0000 Unclassified borrow

7,500 m3 $____________ $____________

W0480 20701-0700 Earthwork geotextile, type II-A

3,400 m2 $____________ $____________

W0500 25101-2000 Placed riprap, class 2

25 m3 $____________ $____________

W0520 25101-3000 Placed riprap, class 3

30 m3 $____________ $____________

W0540 25101-4000 Placed riprap, class 4

100 m3 $____________ $____________

W0560 25120-2000 Riprap ditch, class 2

90 m $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 17

W0580 25125-0000 Boulder

68 Each $____________ $____________

W0620 30101-0000 Aggregate base

15,500 t $____________ $____________

W0640 40301-0000 Hot asphalt concrete pavement

3,300 t $____________ $____________

W0660 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h

9.0 t $____________ $____________

W0680 41103-0000 Prime coat (Method 1)

19,000 m2 $____________ $____________

W0700 41105-0000 Blotter

150 t $____________ $____________

W0720 41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h

9.0 t $____________ $____________

W0740 56305-0000 Rock stain

3,000 m2 $____________ $____________

W0760 60103-0200 Concrete, headwall for 1050mm pipe culvert (equivalent diameter)

3 Each $____________ $____________

W0780 60201-0800 600mm pipe culvert

185 m $____________ $____________

W0800 60201-1000 900mm pipe culvert

25 m $____________ $____________

W0820 60201-1100 1050mm pipe culvert

95 m $____________ $____________

W0840 60202-0600 900mm equivalent diameter arch or elliptical pipe culvert (1070 mm x 740 mm)

25 m $____________ $____________

W0860 60202-0700 1050mm equivalent diameter arch or elliptical pipe culvert (1240 mm x 840 mm)

25 m $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 18

W0880 60210-0800 End section for 600mm pipe culvert

10 Each $____________ $____________

W0900 60210-1000 End section for 900mm pipe culvert

2 Each $____________ $____________

W0920 60210-1100 End section for 1050mm pipe culvert

1 Each $____________ $____________

W0940 60211-1000 End section for 900mm equivalent diameter arch or elliptical pipe culvert (1070 mm x

740 mm)

2 Each $____________ $____________

W0960 60211-1100 End section for 1050mm equivalent diameter arch or elliptical pipe culvert (1240 mm x

840 mm)

2 Each $____________ $____________

W0980 60212-0800 Elbow, 600mm

2 Each $____________ $____________

W1000 60212-1000 Elbow, 900mm (Equivalent Diameter Arch or Elliptical Pipe Culvert) (1070 mm x 740 mm)

1 Each $____________ $____________

W1020 60212-1100 Elbow, 1050mm

2 Each $____________ $____________

W1040 60212-1100 Elbow, 1050mm (Equivalent Diameter Arch or Elliptical Pipe Culvert) (1240 mm x 840 mm)

1 Each $____________ $____________

W1060 60404-1000 Catch basin, type 1

2 Each $____________ $____________

W1080 60501-0000 Standard underdrain system

575 m $____________ $____________

W1100 60901-0400 Curb, concrete, 150mm depth

650 m $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 19

W1120 60908-1000 Paved ditch, asphalt

900 m2 $____________ $____________

W1140 61701-1800 Guardrail system G4, type 4, class A steel posts

150 m $____________ $____________

W1160 61702-0600 Terminal section, type flared (G4 W-Beam)

2 Each $____________ $____________

W1180 62201-0150 Dump truck, 7 cubic meter minimum capacity

40 Hour $____________ $____________

W1200 62201-0350 Backhoe

20 Hour $____________ $____________

W1220 62201-0900 Wheel loader, 2 cubic meter minimum rated capacity

10 Hour $____________ $____________

W1240 62201-1300 Bulldozer, 120kW minimum flywheel power

10 Hour $____________ $____________

W1260 62201-2850 Motor grader, 3.6 meter minimum blade

10 Hour $____________ $____________

W1280 62201-3000 Hydraulic excavator

10 Hour $____________ $____________

W1300 62201-3150 Hydraulic excavator, crawler mounted, 0.7m3 minimum capacity with thumb attachment

20 Hour $____________ $____________

W1320 62301-0000 General labor

10 Hour $____________ $____________

W1340 62302-0100 Special labor, slope scaling

15 Hour $____________ $____________

W1360 62302-1000 Special labor, hired technical services

15 Hour $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 20

W1380 62302-1100 Special labor, hired survey services

15 Hour $____________ $____________

W1400 62407-0000 Placing conserved topsoil

4,400 m3 $____________ $____________

W1420 62510-2000 Seeding, hydraulic method (Seed Mix A: Riparian/Wetland)

0.20 ha $____________ $____________

W1440 62510-2000 Seeding, hydraulic method (Seed Mix B: <44+900)

4.00 ha $____________ $____________

W1460 62510-2000 Seeding, hydraulic method (Seed Mix D: Forbs)

2.10 ha $____________ $____________

W1480 62515-3000 Mulching, hydraulic method, bonded fiber matrix

3.70 ha $____________ $____________

W1500 62520-0000 Fertilizer (Organic)

3.70 ha $____________ $____________

W1520 62901-0700 Rolled erosion control product, type 2.C

4,300 m2 $____________ $____________

W1540 63301-0000 Sign system

7 Each $____________ $____________

W1560 63309-0100 Delineator, type 1

100 Each $____________ $____________

W1580 63309-0300 Delineator, type 3

15 Each $____________ $____________

W1600 63309-1000 Delineator, type snowpole

120 Each $____________ $____________

W1620 63316-1000 Remove and reset sign

2 Each $____________ $____________

W1640 63404-0200 Pavement markings, type B

220 l $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 21

W1660 63502-0700 Temporary traffic control, cone

77 Each $____________ $____________

W1680 63502-1300 Temporary traffic control, drum

77 Each $____________ $____________

W1700 63502-1700 Temporary traffic control, warning light type C

57 Each $____________ $____________

W1720 63503-1000 Temporary traffic control, plastic fence

275 m $____________ $____________

W1740 63505-1000 Temporary traffic control, pavement markings

5.000 km $____________ $____________

W1760 64703-1000 Mitigation, landscaping log

5 Each $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:W Schedule Type:Options

A - 22

X0020 15101-0000 Mobilization

ALL LPSM $___LPSM_____ $____________

X0040 15301-0000 Contractor quality control

ALL LPSM $___LPSM_____ $____________

X0060 15501-0000 Construction schedule

ALL LPSM $___LPSM_____ $____________

X0080 25125-0000 Boulder

181 Each $____________ $____________

X0100 62201-0150 Dump truck, 7 cubic meter minimum capacity

120 Hour $____________ $____________

X0120 62201-0900 Wheel loader, 2 cubic meter minimum rated capacity

12 Hour $____________ $____________

X0140 62630-0300 Plantings, seedlings, container grown (tree spp./240 ml)

1,261 Each $____________ $____________

X0160 62630-0300 Plantings, seedlings, container grown (shrub spp./ 240 ml)

86 Each $____________ $____________

X0180 62631-0000 Plantings (List 1)

0.40 ha $____________ $____________

X0200 62631-0000 Plantings (List 2)

1.00 ha $____________ $____________

X0220 62631-0000 Plantings (List 4)

0.60 ha $____________ $____________

X0240 62631-0000 Plantings (List 6)

0.40 ha $____________ $____________

X0260 64703-1000 Mitigation, landscaping log

145 Each $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 23

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

A - 24

Contract Quantity Pay Items 62002-0000 Stone masonry (veneer)

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

Y0020 15101-0000 Mobilization

ALL LPSM $___LPSM_____ $____________

Y0040 15301-0000 Contractor quality control

ALL LPSM $___LPSM_____ $____________

Y0060 15501-0000 Construction schedule

ALL LPSM $___LPSM_____ $____________

Y0080 62002-0000 Stone masonry (veneer)

174 m2 $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 25

Z0020 15101-0000 Mobilization

ALL LPSM $___LPSM_____ $____________

Z0040 15301-0000 Contractor quality control

ALL LPSM $___LPSM_____ $____________

Z0060 15501-0000 Construction schedule

ALL LPSM $___LPSM_____ $____________

Z0080 63301-0000 Sign system (special)

1 Each $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Z Schedule Type:Options

A - 26

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 7)

Schedule W - Option(A - 15)

Schedule X - Option(A - 22)

Schedule Y - Option(A - 24)

Schedule Z - Option(A - 25)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

A-27

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 FAR 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 FAR Clause 52.225-11 Paragraph (c) & (d) and FAR 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-28

HAZARDOUS MATERIALS

As required by FAR 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 FAR 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 construction projects.

• The Contractor agrees to investigate the use of fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag to the fullest extent consistent with the efficient performance of this contract.