IFB.pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH68-10-B-00019

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: WY HPP 4-1(6)

PROJECT NAME: BEARTOOTH HIGHWAY (U.S. 212)

This solicitation cites Standard Specifications for Construction of Roads and Bridges

On Federal Highway Projects, FP-03, Metric Units

ISSUING OFFICE:

BID OPENING DATE:

June 3, 2010

U.S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: www.cflhd.gov E-mail: CFLContracts@dot.gov

PROJECT WY HPP 4-1(6)

Beartooth Highway (U.S. 212)

LOCATION Shoshone National Forest

COUNTY Park

STATE Wyoming

LENGTH Schedule A: 0.623 km Options V&W: 2.300 km

TYPE OF IMPROVEMENT Roadway realignment, reconstruction, grading, drainage, aggregate base, hot asphalt concrete pavement, guardrail, and bridge

TABLE OF CONTENTS

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

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

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

Bid Bond .........................................................................................................................B-1

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

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

Davis Bacon Wage Determination .................................................................................. D-1

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-31 Division 200 ................................................................................................................... E-53 Division 300 ................................................................................................................... E-69 Division 400 ................................................................................................................... E-71 Division 500 ................................................................................................................... E-88 Division 600 ................................................................................................................. E-105 Division 700 ................................................................................................................. E-126

APPENDICES

U.S. Army Corps of Engineer’s Permit ............................................................ Appendix A Department of Environmental Quality WYPDES ............................................ Appendix B Special Use Permit ............................................................................................. Appendix C Environmental Training Handbook and Grizzly Bear Management and Protection Plan ......................................................................................................................... Appendix D Compilation of Geotechnical Reference ............................................................ Appendix E WYDOT Monthly Employment Report ............................................................Appendix F

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

Pages A-1 and A-2 (SF-1442, Solicitation, Offer & Award) Pages A-6 through A-31 Pages B-1 through B-10 FAR Provision 52.209-5 Certification Regarding Responsibility Matters, starting on Page B-8 HUBZone small business concerns electing to waive the evaluation preference, complete

52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, starting on Page C-3

Bidders should retain all other pages for their information.

Bids should be submitted in a sealed enveloped and include the Contractor’s Name, Solicitation Number and the Project Number/Name.

I. PRE-BID INFORMATION

It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm and viewed and downloaded by individual sections or as the entire plan set 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 Metric Units (FP).

FP-03, Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, 2003, Metric, were utilized for the design of this project. Hard copies of the FP will not be provided to bidders. The FP is available electronically at http://www.cflhd.gov/design/, or may be purchased for $25.53 each by contacting Bob Rosenblatt at Mercury LDO, telephone number 303-210-8639 or email brosenblatt@mercury-ldo.com. Limited numbers of hard copies of the FP will be provided to the awarded Prime Contractor.

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at https://www.acquisition.gov/far/.

Notice of CCR Registration – you must register in the Central Contract Registration (CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart 4.1103(c). Register online at www.ccr.gov or call toll free: 888-227-2423.

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Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $33.5 million. If your average annual gross receipts for the past 3 years are above $33.5 million, you are a large business for this solicitation. If they are below $33.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications on Page B-

1. Your small business information is pulled into the Online Representations and Certifications Application (ORCA) website from the Central Contractor Registration (CCR). Please include NAICS 237310 in your CCR. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the ORCA website at http://orca.bpn.gov.

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.

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

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

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

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must spend at least 50% of the cost of the contract incurred for personnel on its own employees or employees of other qualified HUBZone SBCs. This requirement may be met by expending at least 50% of the cost of the contract incurred for personnel on its employees or it may subcontract at least 35% of the cost of the contract performance incurred for personnel to one or more qualified HUBZone SBCs. A qualified HUBZone SBC prime contractor may not, however, subcontract more than 50% of the cost of the contract incurred for personnel to non-qualified HUBZone SBCs.

Bid Guarantee – Follow the requirements of FAR Clause 52.228-1 Bid Guarantee and Subpart 102.03 of the FP.

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.

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

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE ACCEPTED

AFTER 2:00 P.M. ON THURSDAY, MAY 27, 2010.

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at http://www.cflhd.gov/contracting/construction/advertisedprojects.cfm

Modifications to Bids - Bids may be modified or withdrawn by facsimile or telegraphic notice, 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 telegraphic or facsimile data.

See FAR Provision 52.214-5, Submission of Bids.

FAX Number to submit modifications to bids for this project is (307) 772-2011

II. Post Award Information.

Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity 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 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. To view and download a sample plan for subcontracting requirements, visit http://www.cflhd.gov/procurement/construction/reference-links.cfm. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO with the bid package at the time 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.ccr.gov

Insurance requirements - See Subsection 107.05 of the FP.

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SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH68-10-B-00019

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

May 4, 2010

PAGE OF

PAGES

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

4. CONTRACT NO.

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

WY HPP 4-1(6), Beartooth Highway (U.S. 212)

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:

Federal Highway Administration – Wyoming Division Attn: Lee Potter 2617 East Lincolnway, Suite D Cheyenne, Wyoming 82001-5671

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:

CONSTRUCTION OF WY HPP 4-1(6), BEARTOOTH HIGHWAY (U.S. 212), IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

PROJECTS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP 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.

local time on June 3, 2010. 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(d)

X

X

X

X

X

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GPO: 1985 0 - 469-796 STANDARD FORM 1442 BACK (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)

CODE FACILITY CODE

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

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

Block 9: FOR GENERAL INFORMATION: Call 720-963-3090 or e-mail us at

CFLContracts@dot.gov.

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

FOR PHYSICAL DATA: The following data is available electronically at www.cflhd.gov/contracting/construction/advertised-projects.cfm :

Wyoming Beartooth Highway, Mile Post 24.5 to Mile Post 43.1, Preliminary Materials Report #98-

16, October 1998

Initial Geohazards Evaluation and Geological Study: Beartooth Highway, U.S. 212, Wyoming, October 27, 1998

Wyoming Beartooth Highway, Materials Source Investigation Report #99-14, September 1999

Initial Geotechnical Investigation: Beartooth Highway, U.S. 212, Wyoming, October 29, 1999

Tomographic Ground Imaging for the Beartooth Highway, U.S. 212, WY, December 8, 2000

Aesthetic Retaining Wall Options, Beartooth Highway, April 2001

Final Report-Geotechnical Investigation of Selected Features: Beartooth Highway, U.S. 212, WY, April 3, 2001

Topsoil Suitability Report: Portions of U.S. 212 (FH4), The Beartooth Highway, Park County, WY, July 2001

Technical Memorandum – Instrument Monitoring, Beartooth Highway, U.S. 212, Wyoming, January

3, 2002

Final Report-Beartooth Highway Retaining Wall Feasibility Study and Geotechnical Recommendations, Beartooth Highway, (U.S. 212, Park County), Wyoming, February 5, 2002

Final Report-Geotechnical Investigation, Beartooth Ravine and Fen Mitigation Area, Beartooth

Highway, U.S. 212, Park County, WY, September 23, 2002

Final Report-Geotechnical Investigation, Beartooth Ravine Bridge, Beartooth Highway, U.S. 212, Park County, WY, November 2002. (Also See Addendum No. 1.)

Final report-Geotechnical Investigation, Four Bridges, Beartooth Highway, U.S. 212, Park County, WY, November 6, 2002. (Also See Addendum No. 1)

Technical Memorandum-Beartooth Ravine Wall Recommendation Draft, May 5, 2003

Final Report-Wetlands Hydrology Report: The Beartooth Highway, U.S. 121, Wyoming Forest Highway 4, Park County, Wyoming, May 30, 2003

Technical Memorandum-Beartooth Ravine Retaining Wall Structure Selection Recommendation, June 20, 2003

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Final Report-Geotechnical Investigation Report, Beartooth Highway Project, Shoshone National Forest, Park County, WY, December 19, 2003

Beartooth Ravine Wall Report, February 24, 2004

Beartooth Ravine Bridge and Wall Aesthetics Treatments

Technical Memorandum-Recommendations for Pile Selection, Beartooth Lake Outlet Bridge, March 10, 2004

Technical Memorandum-Slope Stability Assessment for the Beartooth Ravine Retaining Wall, April

30, 2004

Final Report-Geotechnical Investigation Report, Beartooth Highway Project, Shoshone National Forest, Park county, WY, November 5, 2004

Technical Memorandum-Compilation of Material Source Testing for the Beartooth Highway Project, WY FS 4-1(4), November 22, 2004

Technical Memorandum-Micropile types and Ultimate bond Stress Values for Retaining Wall and Bridge Construction on the Beartooth Highway Project, WY FS 4-1(4), November 23, 2004

Technical Memorandum-Pavement Recommendations, August 29, 2008

Block 11: COMPLETION DATE: Work shall be completed on or before the date specified in Subsection

108.01 of the SCRs.

Block 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.

Block 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.

Block 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO ACKNOWLEDGE

AMENDMENTS 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 and/or http://www.cflhd.gov/procurement/construction/advertised-projects.cfm.

Block 24: SUBMITTING INVOICES: See Subsection 109.08 Progress Payments of the FP.

ESTIMATED PRICE: The price range of the project work is between $5 and $10 million

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Bid Schedule Instructions

BIDDERS, PLEASE NOTE: Before preparing the bid, carefully read the Solicitation Provisions.

This Invitation for Bid is for roadway realignment, reconstruction, grading, drainage, aggregate base, hot asphalt concrete pavement, guardrail, and bridge on the following lengths of roadway:

Schedule A: 0.623 km

Option V&W: 2.300 km

Insert a numeric unit price for each pay item for which a quantity appears in Bid Schedule A, and Options V and W.

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 price, insert an amount for each lump sum pay item.

Total all amounts bid for each pay item and show the Total on line provided on Page A-18 for Schedule A; Page A-20 for Option V; and Page A-7 for Option W.

Complete the Summary Sheet on Page A-28.

Pay Item 15401-0000 Contractor testing - Bidders must provide prices on two, alternative Contractor Testing pay items in two different places in the bid.

On Page A-9 of Schedule A, bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory. As part of Schedule A, the price for this alternative item will be included in the "Schedule A Total" lines on Page A-18 and A-28, therefore, included in the evaluation for award.

Bidders must also provide a stand alone price on the bottom of Page A-18 for the alternative item, Contractor Testing using a Government-furnished field laboratory. This price will not be factored into the evaluation for award.

Option W also requires the two prices in the same manner as described for Schedule A.

The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.

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Evaluation Factors for Award

To be eligible for award of contract, the bidder shall submit prices for each bid item in Schedule A and Options V and W necessary to complete all contract work.

Evaluation for award of a contract will consist of Schedule A together with any Option(s) exercised at the time of award (FAR Provision 52.217-4). The Government reserves the right to exercise any or all of the options, depending on available funds, at award and/or within 90 days after contract award (FAR Clause 52.217-7, Option for Increased Quantity – Separately Priced Line Item, March 1989).

In any event, only the options exercised at the time of award will be evaluated.

Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.

GENERAL RESPONSIBILITY STANDARDS—FAR 9.104-1

Bidders must state what part of their organization (GC, JV Partner, or subcontractor) is being proposed as meeting the following general responsibility standards, which supplement those listed in FAR Part 9.104.1(a) through (g).

1. PROJECT TEAM (include GC, JV Partner, or subcontractor information):

a. Organization

Provide an organizational chart of the overall entity (or entities if a joint venture). Provide an organizational chart of how the work force will be organized for this project. As a minimum, show all home office personnel having a direct project responsibility, Project Manager, Project Superintendent and Project Engineer, and key Construction Engineering personnel on site or in office.

b. Project Staffing Plan

The Offeror shall submit a project organizational structure incorporating their project staffing plan describing roles, responsibilities, tasks, interrelationships for the Beartooth Highway project. Its purpose is to ensure a successful project that addresses safety, budget, schedule, quality, team working, and customer satisfaction. The responsibilities and positions of the proposed key personnel members shall be discussed in complete detail.

c. Key Personnel Resumes

Provide resumes of all named personnel noted in paragraph 1.a and 1.b above including the following information:

Position and name Education Years of construction experience Years with firm Achievements Experience relating to this project

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2. COMPANY PAST PERFORMANCE (include GC, JV Partner, or subcontractor information):

Describe construction project(s) with similarities to this project, in which your company(ies) or key personnel had responsible charge. Each project should involve at least one of the Special Standards stated herein. Each description should provide the Federal Highway Administration with a thorough understanding of the technical complexity, approach, and major responsibilities of each project.

Provide the following for each project listed:

Project name and location.

Name and address of the prime contractor under which the work was performed.

If a joint venture, indicate level of participation (percent).

Owner and owner’s contract or project number.

Owner’s procurement office contact, address and phone number.

Owner’s project manager and phone number.

Technical description of work performed and description of responsibility.

Description of similarities with the Beartooth Highway project and the prior experience requirements listed above.

Drawings and photographs for projects listed that support prior experience requirements.

FHWA will contact owners of projects listed to confirm information.

3. SCHEDULING - CAPACITY:

Bidders should provide information verifying their ability to perform according to the required schedule taking into consideration all existing commercial and government contracts.

SPECIAL RESPONSIBILITY STANDARDS—FAR 9.104-2

Bidders must state what part of their organization (GC, JV Partner, or subcontractor) is being proposed as meeting the following special responsibility standards. Bidders must demonstrate adequate experience or expertise in these special standards either through their own experience, JV partner experience, or subcontractor experience in order to be considered for award.

BIDDERS MUST DEMONSTRATE REASONABLE COMPLIANCE WITH THESE STANDARDS

IN ORDER TO BE CONSIDERED FOR AWARD.

Address experience with the following Special Responsibility Standards:

Construction of one or more highway bridge structures in which the cumulative cost to construct the structure was greater than $1 million.

Construction of one or more highway bridge structures which contained architectural treatments or an aesthetic element(s), such as special finishes, facades, panels, guardrail, or masonry.

Construction of one or more highway structures involving foundations supported with micropiling.

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Construction of one or more highway structures involving the installation of stone masonry facade.

Completion of one or more highway projects greater than $5 million in total project costs in areas containing environmentally sensitive species or habitat.

Completion of one or more highway projects greater than $5 million in total project costs in mountainous terrain with short construction seasons and winter shutdown requirements.

Have performed on one or more highway projects involving construction in wetlands and requiring the creation of replacement wetlands or restoration of former wetlands. (provide 404 Permit numbers and USACE Districts in which work was completed)

Have performed on one or more highway projects involving permanent natural stream creation and/or relocation containing fish habitat requirements.

Have performed on one or more highway projects requiring extensive traffic control planning and communication with partner agencies to minimize public delays.

Have performed on one or more highway projects involving rock excavation and aesthetic slope treatments (slope sculpting, specific landscape or revegetation details, etc.). Experience includes controlled blasting and containment in environmentally sensitive areas.

Schedule A

WY HPP 4-1(6)

Beartooth Highway

Project: WY HPP 4-1(6)

BEARTOOTH HIGHWAY (SCHEDULE A)

The quantities for the following items of work are Contract Quantities (see FP-03, Subsection 109.02):

20801-0000, 20803-0000, 55201-0200, 55302-3200, 55401-2000, 55601-0900, 55601-0900, 61707-0000, 62026-1000

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Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 Mobilization

ALL Lump Sum $___________________

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

0.70 km $_______________ $___________________

15210-4000 Centerline, establishment

0.70 km $_______________ $___________________

15214-1000 Survey and staking, bridge

ALL Lump Sum $___________________

15214-2000 Survey and staking, retaining wall (Beartooth Lake Interpretive Site, Parking Area)

ALL Lump Sum $___________________

15215-1000 Survey and staking, approach road

Each $_______________ $___________________

15215-3000 Survey and staking, drainage structure

Each $_______________ $___________________

15216-2000 Survey and staking, grade finishing stakes

1.30 km $_______________ $___________________

15401-0000 Contractor testing

ALL Lump Sum $___________________

15501-0000 Construction schedule

ALL Lump Sum $___________________

Project: WY HPP 4-1(6)

BEARTOOTH HIGHWAY (SCHEDULE A)

Bid Schedule A

(using a Contractor Furnished Field Laboratory)

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 10

15703-1500 Soil erosion control, temporary soil tackifier

1.20 ha $_______________ $___________________

15705-0100 Soil erosion control, silt fence

1,500 m $_______________ $___________________

15705-1400 Soil erosion control, sediment log m $_______________ $___________________

15706-0200 Soil erosion control, check dam

Each $_______________ $___________________

15801-0000 Watering for dust control m3 $_______________ $___________________

20104-0000 Clearing

1.50 ha $_______________ $___________________

20202-0000 Selective clearing m2 $_______________ $___________________

20301-0400 Removal of bridge

Each $_______________ $___________________

20301-1100 Removal of gate

Each $_______________ $___________________

20301-1900 Removal of pipe culvert

Each $_______________ $___________________

20301-2200 Removal of sign and stone foundation

Each $_______________ $___________________

20301-2400 Removal of sign

Each $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

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20401-0000 Roadway excavation

4,000 m3 $_______________ $___________________

20402-0000 Subexcavation m3 $_______________ $___________________

20403-0000 Unclassified borrow

6,800 m3 $_______________ $___________________

20701-0700 Earthwork geotextile, type II-A

1,750 m2 $_______________ $___________________

20701-0700 Earthwork geotextile, type II-A -C m2 $_______________ $___________________

20801-0000 Structure excavation m3 $_______________ $___________________

20803-0000 Structural backfill (mechanically reinforced) m3 $_______________ $___________________

20810-0000 Shoring and bracing (other structures)

ALL Lump Sum $___________________

20815-0000 Cofferdams

ALL Lump Sum $___________________

21101-1000 Roadway obliteration, method 1 m2 $_______________ $___________________

25101-3000 Placed riprap, class 3 m3 $_______________ $___________________

25101-3000 Placed riprap, class 3 (with soil) m3 $_______________ $___________________

25101-4000 Placed riprap, class 4 m3 $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 12

25101-4000 Placed riprap, class 4 (with soil) m3 $_______________ $___________________

25125-0000 Boulder

Each $_______________ $___________________

25801-0000 Reinforced concrete retaining wall m2 $_______________ $___________________

30502-0100 Aggregate-topsoil course, 25mm depth

2,750 m2 $_______________ $___________________

30802-1000 Roadway aggregate, method 1

6,200 t $_______________ $___________________

40101-0600 Superpave pavement, 12.5mm nominal maximum size aggregate, 0.3 to <3 million ESAL (Asphalt Pavement Type 1)

1,400 t $_______________ $___________________

40105-3000 Antistrip additive, type 3

13.0 t $_______________ $___________________

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

4.0 t $_______________ $___________________

41101-5000 Prime coat grade MC-70

12.0 t $_______________ $___________________

41105-0000 Blotter

63.0 t $_______________ $___________________

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

4.0 t $_______________ $___________________

55201-0200 Structural concrete, class A (AE) m3 $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 13

55302-3200 Precast, prestressed concrete girders (U Girder) m $_______________ $___________________

55401-2000 Reinforcing steel, epoxy coated

46,742 kg $_______________ $___________________

55601-0900 Bridge railing, steel (Pedestrian) m $_______________ $___________________

55601-0900 Bridge railing, steel (Pedestrian, salvage artifact m $_______________ $___________________

55601-0900 Bridge railing, steel (WYDOT TL-3) m $_______________ $___________________

56305-0000 Rock stain m2 $_______________ $___________________

56901-0000 Micropiles m $_______________ $___________________

56904-0000 Trial micropile

Each $_______________ $___________________

56905-0000 Micropile load verification test

Each $_______________ $___________________

60201-0600 450mm pipe culvert m $_______________ $___________________

60201-0800 600mm pipe culvert m $_______________ $___________________

60210-0600 End section for 450mm pipe culvert

Each $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 14

60210-0800 End section for 600mm pipe culvert

Each $_______________ $___________________

60504-0000 Geocomposite sheet drain system m2 $_______________ $___________________

61501-0200 Sidewalk, colored concrete m2 $_______________ $___________________

61501-0800 Sidewalk, aggregate m2 $_______________ $___________________

61701-1150 Guardrail system G3 (Wyoming Box Beam Steel Posts m $_______________ $___________________

61702-1100 Terminal section, type FAT-G3 (Wyoming Box Beam end anchorage type I)

Each $_______________ $___________________

61707-0000 Structure transition railing m $_______________ $___________________

61902-0000 Gate

Each $_______________ $___________________

62013-2000 Stone masonry wall m2 $_______________ $___________________

62026-1000 Remove and reset stone masonry m2 $_______________ $___________________

62201-0150 Dump truck, 7 cubic meter minimum capacity

Hour $_______________ $___________________

62201-0350 Backhoe

Hour $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 15

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

Hour $_______________ $___________________

62201-1300 Bulldozer, 120kW minimum flywheel power

Hour $_______________ $___________________

62201-2850 Motor grader, 3.6 meter minimum blade

Hour $_______________ $___________________

62201-3000 Hydraulic excavator

Hour $_______________ $___________________

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

Hour $_______________ $___________________

62202-1000 Materials transfer vehicle

ALL Lump Sum $___________________

62301-0000 General labor

Hour $_______________ $___________________

62302-1000 Special labor, hired technical services

Hour $_______________ $___________________

62302-1100 Special labor, hired survey services

Hour $_______________ $___________________

62407-0000 Placing conserved topsoil (150 mm depth)

1,800 m3 $_______________ $___________________

62510-1000 Seeding, dry method (Seed mix A: riparian/wetland

0.20 ha $_______________ $___________________

62510-1000 Seeding, dry method (Seed mix B)

1.30 ha $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 16

62510-1000 Seeding, dry method (Seed mix D: Forbs)

0.30 ha $_______________ $___________________

62510-1000 Seeding, dry method (Seed mix E: Ghost Creek)

3.50 ha $_______________ $___________________

62515-3000 Mulching, hydraulic method, bonded fiber matrix

1.20 ha $_______________ $___________________

62520-0000 Fertilizer

1.20 ha $_______________ $___________________

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

Each $_______________ $___________________

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

Each $_______________ $___________________

62631-0000 Plantings (List 1)

0.20 ha $_______________ $___________________

62631-0000 Plantings (List 2)

0.20 ha $_______________ $___________________

62901-0700 Rolled erosion control product, type 2.C m2 $_______________ $___________________

63301-0000 Sign system

Each $_______________ $___________________

63309-0100 Delineator, type 1

Each $_______________ $___________________

63309-0300 Delineator, type 3

Each $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 17

63309-0900 Delineator, type flexible

Each $_______________ $___________________

63309-1000 Delineator, type snowpole

Each $_______________ $___________________

63316-1000 Remove and reset sign

Each $_______________ $___________________

63404-0200 Pavement markings, type B

L $_______________ $___________________

63502-0700 Temporary traffic control, cone

Each $_______________ $___________________

63502-1300 Temporary traffic control, drum

Each $_______________ $___________________

63502-1500 Temporary traffic control, warning light type A

Each $_______________ $___________________

63502-1600 Temporary traffic control, warning light type B

Each $_______________ $___________________

63502-1700 Temporary traffic control, warning light type C

Each $_______________ $___________________

63502-2000 Temporary traffic control, portable changeable message sign

Each $_______________ $___________________

63502-2100 Temporary traffic control, crash cushion

Each $_______________ $___________________

63503-0300 Temporary traffic control, barricade type 3 m $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 18

63503-0400 Temporary traffic control, concrete barrier m $_______________ $___________________

63503-0500 Temporary traffic control, moving concrete barrier m $_______________ $___________________

63503-1000 Temporary traffic control, plastic fence m $_______________ $___________________

63504-1000 Temporary traffic control, construction sign

48.8 m2 $_______________ $___________________

63505-1000 Temporary traffic control, pavement markings

1.00 km $_______________ $___________________

63506-0500 Temporary traffic control, flagger

1,000

Hour $_______________ $___________________

64703-1000 Mitigation, landscaping log

Each $_______________ $___________________

HPP 4-1(6) Station 42+060 to Station 42+6 0.62

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: WY HPP 4-1(6)

BEARTOOTH HIGHWAY (SCHEDULE A)

Bid Schedule A

BID SCHEDULE A ALTERNATIVE BID

ITEM 15401-0000, CONTRACTOR TESTING,

USING GOVERNMENT FURNISHED FIELD

LABORATORY $_________________

Option V

BEARTOOTH HIGHWAY OPTION V

A- 19

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15703-1500 Soil erosion control, temporary soil tackifier

2.30 ha $_______________ $___________________

15705-0100 Soil erosion control, silt fence

2,850 m $_______________ $___________________

62201-0150 Dump truck, 7 cubic meter minimum capacity

Hour $_______________ $___________________

62201-0350 Backhoe

Hour $_______________ $___________________

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

Hour $_______________ $___________________

62201-1300 Bulldozer, 120kW minimum flywheel power

Hour $_______________ $___________________

62201-2850 Motor grader, 3.6 meter minimum blade

Hour $_______________ $___________________

62201-3000 Hydraulic excavator

Hour $_______________ $___________________

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

Hour $_______________ $___________________

Project: WY HPP 4-1(6)

Bid Schedule V

Estimated Quantity Unit Bid Price Amount Bid

A- 20

62301-0000 General labor

Hour $_______________ $___________________

62510-1000 Seeding, dry method (Seed mix B)

2.30 ha $_______________ $___________________

62510-1000 Seeding, dry method (Seed mix D: Forbs)

0.50 ha $_______________ $___________________

62515-3000 Mulching, hydraulic method, bonded fiber matrix

2.30 ha $_______________ $___________________

62520-0000 Fertilizer

2.30 ha $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: WY HPP 4-1(6)

Bid Schedule V

Option W

BEARTOOTH HIGHWAY OPTION W

A- 21

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 Mobilization

ALL Lump Sum $___________________

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

2.40 km $_______________ $___________________

15210-4000 Centerline, establishment

2.40 km $_______________ $___________________

15215-3000 Survey and staking, drainage structure

Each $_______________ $___________________

15216-2000 Survey and staking, grade finishing stakes

4.70 km $_______________ $___________________

15401-0000 Contractor testing

ALL Lump Sum $___________________

15501-0000 Construction schedule

ALL Lump Sum $___________________

15703-1500 Soil erosion control, temporary soil tackifier

4.60 ha $_______________ $___________________

15705-0100 Soil erosion control, silt fence

2,850 m $_______________ $___________________

15705-1400 Soil erosion control, sediment log m $_______________ $___________________

15706-0200 Soil erosion control, check dam

Each $_______________ $___________________

Project: WY HPP 4-1(6)

BEARTOOTH HIGHWAY OPTION W

Bid Schedule W

(using a Contractor Furnished Field Laboratory)

Estimated Quantity Unit Bid Price Amount Bid

A- 22

15706-0300 Soil erosion control, sandbag

Each $_______________ $___________________

15801-0000 Watering for dust control m3 $_______________ $___________________

20104-0000 Clearing

5.70 ha $_______________ $___________________

20301-1900 Removal of pipe culvert

Each $_______________ $___________________

20302-1200 Removal of guardrail m $_______________ $___________________

20303-1200 Removal of paved waterway, asphalt m2 $_______________ $___________________

20401-0000 Roadway excavation

23,000 m3 $_______________ $___________________

20403-0000 Unclassified borrow

5,500 m3 $_______________ $___________________

20701-0700 Earthwork geotextile, type II-A m2 $_______________ $___________________

20701-0700 Earthwork geotextile, type II-A -C m2 $_______________ $___________________

25101-3000 Placed riprap, class 3 m3 $_______________ $___________________

25101-4000 Placed riprap, class 4 m3 $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 23

25125-0000 Boulder

Each $_______________ $___________________

30502-0100 Aggregate-topsoil course, 25mm depth

7,500 m2 $_______________ $___________________

30802-1000 Roadway aggregate, method 1

21,000 t $_______________ $___________________

40101-0600 Superpave pavement, 12.5mm nominal maximum size aggregate, 0.3 to <3 million ESAL (Asphalt Pavement Type 1)

4,500 t $_______________ $___________________

40105-3000 Antistrip additive, type 3

41.0 t $_______________ $___________________

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

11.5 t $_______________ $___________________

41101-5000 Prime coat grade MC-70

36.0 t $_______________ $___________________

41105-0000 Blotter

200.0 t $_______________ $___________________

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

11.5 t $_______________ $___________________

56305-0000 Rock stain m2 $_______________ $___________________

60103-0300 Concrete, headwall for 1800mm pipe culvert

Each $_______________ $___________________

60201-0800 600mm pipe culvert m $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 24

60201-0900 750mm pipe culvert m $_______________ $___________________

60201-1100 1050mm pipe culvert m $_______________ $___________________

60201-1600 1800mm pipe culvert m $_______________ $___________________

60210-0800 End section for 600mm pipe culvert (bituminous)

Each $_______________ $___________________

60210-0900 End section for 750mm pipe culvert (bituminous)

Each $_______________ $___________________

60210-1100 End section for 1050mm pipe culvert (bituminous)

Each $_______________ $___________________

60212-0800 Elbow, 600mm

Each $_______________ $___________________

60404-1000 Catch basin, type 1

Each $_______________ $___________________

60901-0400 Curb, concrete, 150mm depth

1,500 m $_______________ $___________________

60908-1000 Paved ditch, asphalt

2,300 m2 $_______________ $___________________

61701-1800 Guardrail system G4, type 4, class A steel posts m $_______________ $___________________

61702-0600 Terminal section, type flared

Each $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 25

62201-0150 Dump truck, 7 cubic meter minimum capacity

Hour $_______________ $___________________

62201-0350 Backhoe

Hour $_______________ $___________________

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

Hour $_______________ $___________________

62201-1300 Bulldozer, 120kW minimum flywheel power

Hour $_______________ $___________________

62201-2850 Motor grader, 3.6 meter minimum blade

Hour $_______________ $___________________

62201-3000 Hydraulic excavator

Hour $_______________ $___________________

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

Hour $_______________ $___________________

62202-1000 Materials transfer vehicle

ALL Lump Sum $___________________

62301-0000 General labor

Hour $_______________ $___________________

62302-1000 Special labor, hired technical services

Hour $_______________ $___________________

62302-1100 Special labor, hired survey services

Hour $_______________ $___________________

62407-0000 Placing conserved topsoil (150 mm depth)

8,600 m3 $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 26

62510-1000 Seeding, dry method (Seed mix B)

4.60 ha $_______________ $___________________

62510-1000 Seeding, dry method (Seed mix D: Forbs)

1.00 ha $_______________ $___________________

62515-3000 Mulching, hydraulic method, bonded fiber matrix

4.60 ha $_______________ $___________________

62520-0000 Fertilizer

4.60 ha $_______________ $___________________

62631-0000 Plantings (List 2)

1.20 ha $_______________ $___________________

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

2,200 m2 $_______________ $___________________

63309-0100 Delineator, type 1

Each $_______________ $___________________

63309-0300 Delineator, type 3

Each $_______________ $___________________

63309-0900 Delineator, type flexible

Each $_______________ $___________________

63309-1000 Delineator, type snowpole

Each $_______________ $___________________

63316-1000 Remove and reset sign

Each $_______________ $___________________

63404-0200 Pavement markings, type B

L $_______________ $___________________

Project: WY HPP 4-1(6)

Estimated Quantity Unit Bid Price Amount Bid

A- 27

63502-0700 Temporary traffic control, cone

Each $_______________ $___________________

63502-1300 Temporary traffic control, drum

Each $_______________ $___________________

63502-1500 Temporary traffic control, warning light type A

Each $_______________ $___________________

63502-1600 Temporary traffic control, warning light type B

Each $_______________ $___________________

63502-1700 Temporary traffic control, warning light type C

Each $_______________ $___________________

63504-1000 Temporary traffic control, construction sign

20.4 m2 $_______________ $___________________

63505-1000 Temporary traffic control, pavement markings

2.5 km $_______________ $___________________

63506-0500 Temporary traffic control, flagger

1,000

Hour $_______________ $___________________

64703-1000 Mitigation, landscaping log

Each $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: WY HPP 4-1(6)

BEARTOOTH HIGHWAY OPTION W

Bid Schedule W

BID OPTION W…