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CO FLAP SUM 91(1), Fremont Pass Trail
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INVITATION FOR BID

SOLICITATION NUMBER: 6982AF19B000006

SOLICITATION TYPE: SERVICE-DISABLED VETERAN-OWNED SMALL

BUSINESS SET-ASIDE

PROJECT NUMBER: CO FLAP SUM 91(1)

PROJECT NAME: FREMONT PASS TRAIL

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: http://www.fbo.gov E-mail: CFLContracts@dot.gov

PROJECT CO FLAP SUM 91(1)

LOCATION WHITE RIVER NATIONAL FOREST

COUNTY SUMMIT

STATE COLORADO

LENGTH SCHEDULE A: 3.17 MILES

OPTION X: 0.17 MILES

TYPE OF IMPROVEMENT TRAIL CONSTRUCTION, DRAINAGE,

BOARDWALK, PEDESTRIAN BRIDGE

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-5

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

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-18 Division 200 ................................................................................................................... E-30 Division 300 ................................................................................................................... E-34 Division 400 ................................................................................................................... E-35 Division 500 ................................................................................................................... E-38 Division 600 ................................................................................................................... E-58 Division 700 ................................................................................................................... E-75

APPENDICES

Appendix A ................................................................................................. 404/401 Permits

Appendix B ......................................................................................Utility Location Survey

Appendix C…………………………………………………….CDOT 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

NOTICE TO BIDDERS

A-i

PROJECT OVERVIEW

The project is located in Summit County, Colorado, near the Copper Mountain Ski Resort. The project is roughly parallel to State Highway 91 between the Copper Mountain Far East Parking Lot (approx. Milepost 21.7) and the Climax Mine Water Treatment Plant access road (approx. Milepost 18.6).

The general scope of improvements is construction of approximately 3.3 miles of a new multi-use trail described as follows:

Approx. 3.2 miles of 12’ wide asphalt concrete pavement trail Approx. 460 feet of 12’ wide timber boardwalk;

Approx. 260 feet, 12’ wide two-span prefabricated steel pedestrian bridge with simulated stone reinforced concrete abutments and pier.

Proposed new construction work includes linear grading, aggregate base, asphalt concrete pavement, drainage culvert installation, boardwalk, bridgework, pavement markings and signs.

The project is located on United State Forest Service lands within a Special Use Permit to Summit County Open Space and Trails and a portion within a CDOT Highway Easement Deed. The proposed trail alignment lies on top an existing utility corridor that contains natural gas, fiber optic, and electrical facilities that serve regional, statewide, and interstate customers. There are numerous wetlands adjacent to the proposed path, and the boardwalk will traverse a critical wetland restoration site. Environmental restrictions will be in effect. The contractor will need to exercise caution to ensure no unplanned disturbance to these critical facilities and resources. Access to and within the site is very limited, which will constrain the size and type of equipment capable of performing the work.

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-24

Bid Schedule including Buy American Act & Hazardous Materials, pages A-11 through A- 23 and pages A-25 through A-26.

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.

A-ii

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

Completed an applicable Authority to Bind certificate, pages A-6 through A-10

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

It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at 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-14.

The FP-14 was utilized for the design of this project. Paper copies of the FP-14 will not be provided to bidders or the awarded Prime Contractor. The FP-14 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ and a copy is uploaded with this solicitation. 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 $39.5 million. If your average annual gross receipts for the past 3 years are above $39.5 million, you are a large business for this solicitation. If they are below $39.5 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.

A-iii

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

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

102.03 of the FP-14. Bid bonds must be originals and have original signatures and corporate seals.

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

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 OCTOBER 15, 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.

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

A-iv

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.

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

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF19B000006

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

09/20/2019

PAGE OF

PAGES

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

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

HFLCEO190278PR

6. PROJECT NO.

CO FLAP SUM 91(1)

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:

Craig Holsopple, 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-14, U.S. CUSTOMARY UNITS

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *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 10/22/19 (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-1

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) Craig Holsopple

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

BY

31C. AWARD

DATE

A-2

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

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

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

Item 11: COMPLETION DATE: 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-14.

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-

14. All bid guarantees must have original signatures with original corporate seals.

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

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

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $3 and $5 million.

A-3

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and one option. 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.

Pay Item 15401-0000, Contractor testing

Bidders must provide prices on alternative Contractor Testing pay items for EACH SCHEDULE.

Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory for each schedule. The price for this item will be included in the Construction Cost Total for each schedule and all totals on the Bid Summary, Schedule A, page A-17 and Option X, page A-22, therefore, included in the evaluation for award.

Bidders must also provide a stand alone price on the last page of each schedule for the alternative item, Contractor Testing using a Government-furnished field laboratory, at the end of each bid schedule. This price will not be factored into the evaluation for award.

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

A-4A-4

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A and Option X. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.

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 60 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-5

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

certification with your offer/bid.

Corporate Certificate

I, (name), certify that I am the

(title), of the corporation named as the

Offeror/Principal herein;

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

(title) of this corporation;

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

(signature) Affix Corporate Seal

(title)

6A-6

Limited Liability Certificate

I, (name), certify that I am the

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

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

(title) of this company;

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

(signature) Affix Company Seal (as applicable)

(title)

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

certification with your offer/bid.

A-7

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

Authority to Bind Partnership

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

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

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

Officer.

(Include names and signatures of all partners)

A-8

INSTRUCTIONS: When the offeror/principal is a joint venture, include this certification

Authority to Bind Joint Venture

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

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

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

Officer.

(Include names and signatures of all applicable individuals)

A-9

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

Sole Proprietorship Requirement

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

A-10

Page A- 11

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:CO FLAP SUM91(1)

Project Name:Fremont Pass Trail

Page A- 12

Item No. Pay Item No. Description Quantity Unit

A0050 15101-0000 MOBILIZATION

ALL LPSM

A0lO0 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM

Unit Price

$ LPSM

$ LPSM

A0150 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

17 EACH $

Amount

A0200 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

3.077 MILE $ $

A0250 15236-2000 SURVEY CONTROL, GRADE FINISHING

6.153 MILE $ $

A0300 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $ LPSM $

A0350 15401-0000 CONTRACTOR TESTING

ALL LPSM $ LPSM $

A0400 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $ LPSM $

A0450 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

19,300 LNFT $ $

A0500 15706-0200 SOIL EROSION CONTROL, CHECK DAM

160 EACH $ $

A0550 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

3 EACH

A0600 15802-0000 WATERING FOR DUST CONTROL

Bid Schedule

Project No:CO FLAP SUM91(1)

Project Name:Fremont Pass Trail

ALL LPSM

Schedule:A

$ LPSM $

Schedule Type:Base

(CONTRACTOR-FURNISHED LAB)

Page A- 13

A0650 20101-0000 CLEARING AND GRUBBING

10.5 ACRE $

A0700 20420-0000 EMBANKMENT CONSTRUCTION

17,300 CUYD $

A0750 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

35 CUYD $

A0800 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

33 CUYD $

A0850 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

245 CUYD $

A0900 25201-0000 SPECIAL ROCK EMBANKMENT

1,400 CUYD $

A0950 25210-0000 ROCKERY

2,300 SQFT $

Al000 30202-2000 ROADWAY AGGREGATE, METHOD 2

8,300 TON $

A1050 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

3,850 TON $

AllO0 41102-1000 PRIME COAT, METHOD 1

23,500 SQYD $

Al150 41105-0000 BLOTTER

33 TON $

A1200 41201-0000 TACK COAT

10.0 TON $

A1250 55601-1300 BRIDGE RAILING, TIMBER

922 LNFT $

A1300 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED

18 MFBM $

Bid Schedule Schedule:A

Project No:CO FLAP SUM91(1)

Project Name:Fremont Pass Trail

A1350 55706-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (PEDESTRIAN RAILING)

ALL LPSM $ LPSM $

A1400 58202-0000 HELICAL PILE, IN PLACE

94 EACH $ $

Al450 58405-1000 FIBERGLASS REINFORCED PLASTIC, GRATING (1 1/2" DEEP PANELS)

5,520 SQFT $ $

Al500 60103-0000 CONCRETE, HEADWALL (8 FT x 4 FT BOX)

2 EACH $ $

Al550 60103-1960 CONCRETE, HEADWALL FOR 36-INCH EQUIVALENT DIAMETER PIPE

CULVERT

1 EACH $ $

A1600 60103-1980 CONCRETE, HEADWALL FOR 42-INCH EQUIVALENT DIAMETER PIPE

CULVERT

1 EACH $ $

A1650 60103-2000 CONCRETE, HEADWALL FOR 48-INCH EQUIVALENT DIAMETER PIPE

CULVERT

1 EACH $ $

A1700 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

250 LNFT $ $

A1750 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

50 LNFT $ $

A1800 60202-0700 42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

85 LNFT $ $

A1850 60202-0800 48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CUL VERT

55 LNFT $ $

A1900 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CUL VERT

Bid Schedule

Project No:CO FLAP SUM91(1)

Project Name:Fremont Pass Trail

Schedule:A

EACH $ $

A-14

Al950 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CUL VERT

3 EACH $ $

A2000 60211-1100 END SECTION FOR 42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CUL VERT

5 EACH $ $

A2050 60211-1200 END SECTION FOR 48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CUL VERT

3 EACH $ $

A2100 60220-1800 8 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

26 LNFT $ $

A2150 60520-0000 GRANULAR BACKFILL (ROCK DRAIN)

3,200 CUYD $ $

A2200 61901-0000 FENCE

69 LNFT $ $

A2250 61904-0000 BOLLARD POST

2 EACH $ $

A2300 61920-2000 REMOVE AND RESET GATE

2 EACH $ $

A2350 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

100 HOUR $ $

A2400 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

100 HOUR $ $

A2450 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

100 HOUR $ $

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP SUM91(1)

A-15

A2500 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

16 HOUR $ $

A2550 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

100 HOUR $ $

A2600 62301-0000 GENERAL LABOR

40 HOUR $ $

A2650 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

24 HOUR $ $

A2700 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SURVEYS)

ALL LPSM $ LPSM $

A2750 62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

2.0 ACRE $ $

A2800 62510-2000 SEEDING, HYDRAULIC METHOD

2.0 ACRE $ $

A2850 62515-2000 MULCHING, HYDRAULIC METHOD

2.0 ACRE $ $

A2900 62520-0000 FERTILIZER

2.0 ACRE $ $

A2950 62901-0300 ROLLED EROSION CONTROL PRODUCT, TYPE 1.C

800 SQYD $ $

A3000 63301-0000 SIGN SYSTEM

11 EACH $ $

A3050 63309-0900 DELINEATOR, TYPE FLEXIBLE

7 EACH $ $

A3100 63401-0900 PAVEMENT MARKINGS, TYPE E, SOLID

68 LNFT $ $

A3150 63403-1300 PAVEMENT MARKINGS, TYPE BIKE LANE SURFACE

640 SQFT $ $

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP SUM91(1)

A-16

A3200 63405-0050 PAVEMENT MARKINGS, SYMBOLS

1 EACH

A3250 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM

A3300 63701-0000 FIELD OFFICE

1 EACH

A3350 64701-1000 MITIGATION, WETLANDS MITIGATION

ALL LPSM

A3400 64704-1000 MITIGATION, STREAMBED MATERIAL

16 CUYD

Submitted by:

Bid Schedule Schedule:A

Project No:CO FLAP SUM91(1)

Project Name:Fremont Pass Trail

$ LPSM $

$ LPSM $

Schedule Total:

Schedule Type:Base

A350 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $__________ $___________

A-17

Item No. Pay Item No. Description Quantity

X0050 15101-0000 MOBILIZATION

ALL

Unit

LPSM

X0lO0 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM

Unit Price

$ LPSM

$ LPSM

X0150 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $

Amount

X0200 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.115 MILE $ $

X0250 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.230 MILE $ $

X0300 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $ LPSM $

X0350 15401-0000 CONTRACTOR TESTING

ALL LPSM $ LPSM $

X0400 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $ LPSM $

X0450 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

550 LNFT $ $

X0500 15706-0200 SOIL EROSION CONTROL, CHECK DAM

6 EACH $ $

X0550 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

Bid Schedule

Project No:CO FLAP SUM91(1)

Project Name:Fremont Pass Trail

Schedule:X

EACH $ $

Schedule Type:Options

(CONTRACTOR-FURNISHED LAB)

A-18

X0600 20101-0000 CLEARING AND GRUBBING

0.4 ACRE $

X0650 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER

50 LNFT $

X0700 20420-0000 EMBANKMENT CONSTRUCTION

900 CUYD $

X0750 20801-0000 STRUCTURE EXCAVATION

130 CUYD $

X0800 20803-0000 STRUCTURAL BACKFILL

90 CUYD $

X0850 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

4 CUYD $

X0900 30202-2000 ROADWAY AGGREGATE, METHOD 2

400 TON $

X0950 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

200 TON $

Xl000 41102-1000 PRIME COAT, METHOD 1

1,200 SQYD $

X1050 41105-0000 BLOTTER

2 TON $

XllO0 41201-0000 TACK COAT

0.5 TON $

Xl150 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

129 CUYD $

X1200 55231-0000 CONCRETE COLOR AGENT

1,420 LB $

X1250 55235-0000 EXPANSION JOINTS

36 LNFT $

Bid Schedule Schedule:X

Project No:CO FLAP SUM91(1)

Project Name:Fremont Pass Trail

Schedule Type:Options

A-19

X1300 55401-1000 REINFORCING STEEL

7,000 LB $ $

X1350 55401-2000 REINFORCING STEEL, EPOXY COATED

4,200 LB $ $

X1400 55504-0000 PRE-FABRICATED STEEL BRIDGE (TWO SPAN MODULAR STEEL

PEDESTRIAN BRIDGE)

ALL LPSM $ LPSM $

X1450 55706-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (PEDESTRIAN RAILING)

ALL LPSM $ LPSM $

X1500 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER

63 LNFT $ $

X1550 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

40 LNFT $ $

X1600 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CUL VERT

2 EACH $ $

X1650 61301-0000 SIMULATED STONE MASONRY SURFACE TREATMENT

78 SQYD $ $

X1700 61904-0000 BOLLARD POST

3 EACH $ $

Xl750 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

8 HOUR $ $

X1800 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

8 HOUR $ $

X1850 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

8 HOUR $ $

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP SUM91(1)

A-20

X1900 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

8 HOUR $ $

Xl950 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

8 HOUR $ $

X2000 62301-0000 GENERAL LABOR

16 HOUR $ $

X2050 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

16 HOUR $ $

X2100 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SURVEYS)

ALL LPSM $ LPSM $

X2150 62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

0.1 ACRE $ $

X2200 62510-2000 SEEDING, HYDRAULIC METHOD

0.1 ACRE $ $

X2250 62515-2000 MULCHING, HYDRAULIC METHOD

0.1 ACRE $ $

X2300 62520-0000 FERTILIZER

0.1 ACRE $ $

X2350 62901-0300 ROLLED EROSION CONTROL PRODUCT, TYPE 1.C

200 SQYD $ $

X2400 63301-0000 SIGN SYSTEM

5 EACH $ $

X2450 63401-0900 PAVEMENT MARKINGS, TYPE E, SOLID

252 LNFT $ $

X2500 63403-1300 PAVEMENT MARKINGS, TYPE BIKE LANE SURFACE

240 SQFT $ $

X2550 63405-0050 PAVEMENT MARKINGS, SYMBOLS

2 EACH $ $

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP SUM91(1)

A-21

X2600 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM

Submitted by: ______________ _

Bid Schedule

Project No:CO FLAP SUM91(1)

Project Name:Fremont Pass Trail

Schedule:X

$ LPSM $ ____ _

Schedule Total:

Schedule Type:Options

X0350 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $__________ $______

A-22

Schedule

Schedule A - Base(Page A - 17)

Schedule X - Option(Page A - 22 )

Total - Schedules

Submitted By:

Bid Schedule

Project No:CO FLAP SUM91(1)

Project Name:Fremont Pass Trail

Bid Schedule Summary

Bid Total

A-23

Partnering

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

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

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

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-14. Costs of partnering would be in addition to the contract award amount.

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

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

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

A-24

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

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 52.225-9 Paragraph (c) & (d) and FAR Provision 52.225-10 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-25

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. Both the contractor and the subcontractors are urged to seek out suppliers of fly ash and ground granulated blast furnace slag, cement and concrete containing fly ash and ground granulated blast furnace slag and to solicit bids for these materials.

Names of firms that supply fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag are available from the American Coal Ash Association and the National Slag Association.

A-26

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 24 (REV. 8/2016)

Previous edition is NOT usable Prescribed by GSA - FAR (48 CFR) 53.228(a)

BID BOND

(See instructions on reverse)

DATE BOND EXECUTED (Must not be later than bid opening date) OMB Control Number: 9000-0045

Expiration Date: 8/31/2022

Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 1 hour to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F

Street, NW, Washington, DC 20405.

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT

OF BID

PRICE

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER 6982AF19B000006

MILLION(S) THOUSAND(S) HUNDRED(S) CENTS

FOR (Construction, Supplies or Services)

OBLIGATION:

We, the Principal and Surety(ies) are firmly bound to the United States of America (hereinafter called the Government) in the above penal sum. For payment of the penal sum, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. However, where the Sureties are corporations acting as co-sureties, we, the Sureties, bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us. For all other purposes, each Surety binds itself, jointly and severally with the Principal, for the payment of the sum shown opposite the name of the Surety. If no limit of liability is indicated, the limit of liability is the full amount of the penal sum.

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

The above obligation is void if the Principal - (a) upon acceptance by the Government of the bid identified above, within the period specified therein for acceptance (sixty (60) days if no period is specified), executes the further contractual documents and gives the bond(s) required by the terms of the bid as accepted within the time specified (ten (10) days if no period is specified) after receipt of the forms by the principal; or (b) in the event of failure to execute such further contractual documents and give such bonds, pays the Government for any cost of procuring the work which exceeds the amount of the bid.

Each Surety executing this instrument agrees that its obligation is not impaired by any extension(s) of the time for acceptance of the bid that the Principal may grant to the Government.

Notice to the surety(ies) of extension(s) is waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the period originally allowed for acceptance of the bid.

WITNESS:

The Principal and Surety(ies) executed this bid bond and affixed their seals on the above date.

PRINCIPAL

SIGNATURE(S)

1.

(Seal)

2.

(Seal)

3.

(Seal) Corporate

Seal

NAME(S) &

TITLE(S)

(Typed)

1. 2. 3.

INDIVIDUALSURETY(IES)

SIGNATURE(S)

1.

(Seal) 2.

(Seal)

NAME(S)

(Typed)

1. 2.

CORPORATE SURETY(IES)

S U

R E

T Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION ("X" one)

INDIVIDUAL PARTNERSHIP JOINT VENTURE

CORPORATION OTHER (Specify)

STATE OF INCORPORATION

B-1

STANDARD FORM 24 (REV. 8/2016) BACK

INSTRUCTIONS

1. This form is authorized for use when a bid guaranty is required. Any deviation from this form will require the written approval of the Administrator of General Services.

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond. Any person signing in a representative capacity (e.g., an attorney-in-fact) must furnish evidence of authority if that representative is not a member of the firm, partnership, or joint venture, or an officer of the corporation involved.

3. The bond may express penal sum as a percentage of the bid price. In these cases, the bond may state a maximum dollar limitation (e.g., 20% of the bid price but the amount not to exceed dollars).

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitations listed therein. The value put into the LIABILITY LIMIT block is the penal sum (i.e., the face value) of the bond, unless a co-surety arrangement is proposed.

(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY(IES)." In the space designated "SURETY(IES)" on the face of the form, insert only the letter identifier corresponding to each of the sureties. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.

(c) When individual sureties are involved, a completed Affidavit of Individual Surety (Standard Form 28) for each individual surety, shall accompany the bond. The Government may require the surety to furnish additional substantiating information concerning its financial capability.

5. Corporations executing the bond shall affix their corporate seals. Individuals shall execute the bond opposite the word "Corporate Seal"; and shall affix an adhesive seal if executed in Maine, New Hampshire, or any other jurisdiction requiring adhesive seals.

6. Type the name and title of each person signing this bond in the space provided.

7. In its application to negotiated contracts, the terms "bid" and "bidder" shall include "proposal" and "offeror."

S U

R E

T Y

B

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T Y

C

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T Y

D

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T Y

E

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T

F

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T

G

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

B - 2

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

BIDDER'S INFORMATION

INSTRUCTIONS: Answer all questions on this form inserting "none" or "not applicable" where appropriate. If more space is required attach additional sheets. Return the signed, dated and completed form with the bid to the address shown in the invitation for bids on or before the time set for bid opening. The prospective bidder shall provide any additional information requested by the Government during evaluation of the bids.

If the prospective bidder is a joint venture or general partnership, a separate Bidder's Qualifications form shall be provided individually for each joint venture participant or partner.

1. Name and address of business:

Name DUNS Number (See FAR Provision 52.204-6)*

Street Home Office Congressional District (Insert District #) *

City State Zip Code

* Necessary for Government reporting purposes only

To obtain a Dun & Street number, call

County 800-333-0505.

Telephone Number (Include Area Code)

Fax Number (Include Area Code) E-mail address

2. a. Type of organization (check appropriate box):

If a Foreign entity:

Individual Non-profit organization Corporation

Partnership Joint Venture Registered in:

b. Size and type of Business Concern (check appropriate boxes):

Large Business Concern Small Disadvantaged Business Concern Emerging Small Business

Small Business Concern Women-Owned Small Business SBA 8(a) Certified

HUB Zone Business Concern Veteran Owned Business Concern Service-Disabled Veteran-Owned Business Concern

Individual Non-profit organization Corporation

Partnership Joint Venture Incorporated in:

B-3

3. If a joint venture or general partnership:

a. Provide the name under which the project will be bid, the home office address, and name of the principal who will represent the company with regard to this project if different from "1." above.

Principal

Business Name

Street

City State Zip Code

b. Provide the name and home office addresses of each of the joint venture partners; indicate which partner is the sponsoring partner. Attach a separate sheet for additional partners.

Sponsoring Partner Other Partner

Street Street

City State Zip Code City State Zip Code

4. Date organization established: _______________________

5. Name of succeeded business, if any: _________________________________________________________

6. How many years have you been in business as:

a. General contractor years.

b. Subcontractor years.

7. a. Furnish the following information concerning the owner, partners, officers and directors:

Percent of Business Owned

Years of Business Experience

Name Title Contracting Other

b. Attach resumes of these key personnel as well as the on-site project manager(s) and…

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