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WY FLAP NAT 505 & BL 6409(1) Casper Mtn Cir Dr & Muddy Mtn Rd
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6982AF23B000021
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This invitation for bid solicits offers for roadway construction services. The project involves resurfacing, restoration, rehabilitation, and new paving along approximately 12 miles of Casper Mountain Circle Drive and Muddy Mountain Road in Natrona County, Wyoming. Bids are due by 2:00 pm local time on November 14, 2023. The work must be completed within 108 calendar days after notice to proceed. The estimated price range for the project is between $10-20 million. The contract will be awarded to the lowest priced responsive and responsible bidder. Required bid documents and certifications must be submitted with the offer.

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INVITATION FOR BID

SOLICITATION NUMBER: 6982AF23B000021

SOLICITATION TYPE: FULL & OPEN COMPETITION

PROJECT NUMBER: WY FLAP NAT 505 & BL 6409(1)

PROJECT NAME: CASPER MTN CIR DR & MUDDY MTN RD

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: https://highways.dot.gov/federal-lands E-mail: CFLContracts@dot.gov https://highways.dot.gov/federal-lands mailto:CFLContracts@dot.gov

PROJECT WY FLAP NAT 505 & BL 6409(1)

LOCATION CASPER MOUNTAIN

COUNTY NATRONA

STATE WYOMING

LENGTH SCHEDULE A: 7.49 MILES

OPTION X: 2.65 MILES

OPTION Y: 2.33 MILES

TYPE OF IMPROVEMENT ROAD RESURFACING, RESTORATION,

REHABILITATION AND NEW PAVING

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-7

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

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

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

Division 100 ..................................................................................................................... E-2 Division 150 ................................................................................................................... E-19 Division 200 ................................................................................................................... E-39 Division 300 ................................................................................................................... E-42 Division 400 ................................................................................................................... E-45 Division 500 ......................................................................................................... SEE FP-14 Division 600 ................................................................................................................... E-57 Division 700 ................................................................................................................... E-70

APPENDICES

Appendix A ............................................................................................................. Fire Plan Appendix B ...........................................................................................404 and 401 Permits Appendix C ........................................................................... Subcontracting Plan Template

PROJECT OVERVIEW

Minor widening/reconstruction and resurfacing, restoration, and rehabilitation (3R) project in Natrona County, Wyoming (approximately 8 miles south of Casper, Wyoming). The proposed project is 12 miles long, generally extending from the intersection of Casper Mountain Circle Drive and Hogadon Road to South Circle Drive, and then continues along Muddy Mountain Road and ends at the Bureau of Land Management (BLM) Campground Loop.

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

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

• Indication of interest in formal Partnering, Page A-6

• Bid Schedule Pages A-7 through A-23

• Completed an applicable Authority to Bind certificate, pages A-24 through A-28

• Buy American Act & Hazardous Materials, Pages A-29 through A-30

• 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.

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

• Completed the VETS-4212 declaration, Page A-ii; Bidders’ Information, Pages B-3 through B-6.

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

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

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

This solicitation and subsequent contract are governed by the 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.

https://www.gsa.gov/forms-library/bid-bond https://sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov

A-ii

Applicable FAR/TAR 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/content/regulations.

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 $45 million. If your average annual gross receipts for the past 5 years are above $45 million, you are a large business for this solicitation. If they are below $45 million you are a small business. Before submitting bids, you must ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov. Include NAICS 237310 in your SAM profile.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: https://www.dol.gov/agencies/vets/contractor/instructions-for-electronic-submission-vets-4212-reports.

• My firm had a qualifying Federal Contract in 2023 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2023 and is therefore exempt from the reporting requirements

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

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.

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).

https://www.acquisition.gov/content/regulations http://www.sam.gov/ http://www.sam.gov/

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON NOVEMBER 6, 2023

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

Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce (email) or facsimile, if such notice is received prior to the time specified for receipt of bids. The Government will not be responsible for ANY failure attributable to the transmission or receipt of electronic commerce (email) or facsimile data.

For all modifications, we STRONGLY ENCOURAGE you to resubmit the entire bid schedule with a unit price and amount for every bid item, and a Schedule Total. See FAR Provision 52.214-5, Submission of Bids. Modifications which make the bid ambiguous, indefinite, or uncertain as to any essential requirement of the contract will cause the bid to be rejected as nonresponsive.

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

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

II. POST AWARD INFORMATION

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

Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.

FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $1.5 million, is required to submit a subcontracting plan prior to contract award.

The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of request of the CO, 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) https://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 mailto:CFLContracts@dot.gov https://sam.gov/ https://web.sba.gov/subnet/

A-iv

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 https://www.sam.gov.

See Appendix C for Sample Small Business Subcontracting Plan.

NOTE:

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

FHWA Small Business Subcontracting Goals (As of FY 2023) Business Size Goal (%)

SB 43.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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 https://highways.dot.gov/federal-lands/estimates/eebacs-guide https://www.sam.gov/ https://highways.dot.gov/federal-lands/estimates/eebacs-guide

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

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

SOLICITATION

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

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

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

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

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

PAGE OF PAGES1. SOLICITATION NUMBER

6982AF23B000021 1 OF 2

3. DATE ISSUED

10/11/2023

HFLCEO230443PR WY FLAP NAT 505 & BL 6409(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

Leslie Karsten, Contract Specialist

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

SEE PAGE A-3 SEE PAGE A-3

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENTS

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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

10 * X X 108.01 as amended in the

Special Contract Requirements.

X

0 2:00 pm local time 11/14/2023

X

X

A - 1

AWARD (To be completed by Government)

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 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

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

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

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

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

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

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.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 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.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

SEE INDIVIDUAL BID SCHEDULE(S)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

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 https://sam.gov.

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

FP-14.

ESTIMATED

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

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

Bid Schedule Instructions

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

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

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

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

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

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

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

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

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, pages A-12, A-18, and 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.

Basis for Award

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

A - 4

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

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 - 6

Bid Schedule

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

A - 7

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.

A - 8

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $ LPSM $

A0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

7.437 MILE $ $

A0060 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $ LPSM $

A0080 15215-1000 SURVEY AND STAKING, APPROACH ROAD

23 EACH $ $

A0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

2 EACH $ $

A0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $ LPSM $

A0140 15401-0000 CONTRACTOR TESTING (Contractor-Furnished Lab)

ALL LPSM $ LPSM $

A0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $ LPSM $

A0180 15701-0000 SOIL EROSION CONTROL

ALL LPSM $ LPSM $

A0200 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $ LPSM $

A0220 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $ LPSM $

A0240 20101-0000 CLEARING AND GRUBBING (INCLUDES TREE REMOVAL)

8.5 ACRE $ $

A0260 20301-0600 REMOVAL OF CATTLE GUARD

4 EACH $ $

A0280 20301-1100 REMOVAL OF GATE

1 EACH $ $

A - 9

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

A0300 20302-0700 REMOVAL OF FENCE (SNOW FENCE)

900 LNFT $ $

A0320 20302-1200 REMOVAL OF GUARDRAIL

800 LNFT $ $

A0340 20401-0000 ROADWAY EXCAVATION

550 CUYD $ $

A0360 20402-0000 SUBEXCAVATION

200 CUYD $ $

A0380 21202-0000 SITE GRADING

2,671 SQYD $ $

A0400 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

520 CUYD $ $

A0420 25125-0000 BOULDER

18 EACH $ $

A0440 30110-0000 AGGREGATE SURFACE COURSE

27,800 TON $ $

A0480 30202-2000 ROADWAY AGGREGATE, METHOD 2

5,300 TON $ $

A0500 30302-1000 DITCH RECONDITIONING

450 LNFT $ $

A0520 31213-0000 MAGNESIUM CHLORIDE

200.0 TON $ $

A0560 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

2,100 TON $ $

A0580 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

23.0 TON $ $

A - 10

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

A0600 40601-0000 FOG SEAL

9.5 TON $ $

A0620 41102-1000 PRIME COAT, METHOD 1

18,500 SQYD $ $

A0640 41105-0000 BLOTTER

28.0 TON $ $

A0660 60201-0600 18-INCH PIPE CULVERT

45 LNFT $ $

A0680 60201-0800 24-INCH PIPE CULVERT

50 LNFT $ $

A0700 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

75 EACH $ $

A0720 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

3 EACH $ $

A0740 60704-0000 CLEANING CULVERT IN PLACE

72 EACH $ $

A0760 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

2,675 LNFT $ $

A0780 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

2 EACH $ $

A0800 61901-0000 FENCE (SNOW FENCE)

900 LNFT $ $

A0820 61902-2100 GATE, METAL, 30 FEET WIDTH

2 EACH $ $

A0840 61903-0700 CATTLE GUARD, 24 FEET

4 EACH $ $

A0860 61904-0000 BOLLARD POST

291 EACH $ $

A - 11

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

A0880 61920-1000 REMOVE AND RESET BOLLARD POST

15 EACH $ $

A0900 61921-1000 REMOVE AND RESET FENCE

80 LNFT $ $

A0920 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $ $

A0940 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $ $

A0960 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $ $

A0980 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

40 HOUR $ $

A1000 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $ $

A1020 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $ $

A1040 62301-0000 GENERAL LABOR

40 HOUR $ $

A1060 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $ $

A1080 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $ $

A1100 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SERVICES,

RAPTOR SURVEY)

ALL LPSM $ LPSM $

A - 12

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

A1120 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SERVICES,

MIGRATORY BIRD SURVEY)

ALL LPSM $ LPSM $

A1140 62407-0000 PLACING CONSERVED TOPSOIL

400 CUYD $ $

A1160 62510-2000 SEEDING, HYDRAULIC METHOD

8.5 ACRE $ $

A1180 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

8.5 ACRE $ $

A1200 62550-2000 BIOTIC SOIL AMENDMENT, HYDRAULIC METHOD

8.5 ACRE $ $

A1220 63301-0000 SIGN SYSTEM

17 EACH $ $

A1240 63309-0000 DELINEATOR (BLUE)

149 EACH $ $

A1260 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (DOUBLE YELLOW CENTER STRIPE)

5.500 MILE $ $

A1280 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $ LPSM $

A1300 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN (BIL

INFRASTRUCTURE SIGN)

24 SQFT $ $

A1320 63701-0000 FIELD OFFICE

1 EACH $ $

Submitted by: Schedule Total:

A - 13

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

A0140 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

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

A - 14

Bid Schedule Schedule:X Schedule Type:Options

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

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

X0020 15101-0000 MOBILIZATION

ALL LPSM $ LPSM $

X0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

2.646 MILE $ $

X0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

18 EACH $ $

X0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

4 EACH $ $

X0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $ LPSM $

X0120 15401-0000 CONTRACTOR TESTING (Contractor-Furnished Lab)

ALL LPSM $ LPSM $

X0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $ LPSM $

X0160 15701-0000 SOIL EROSION CONTROL

ALL LPSM $ LPSM $

X0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $ LPSM $

X0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $ LPSM $

X0220 20101-0000 CLEARING AND GRUBBING (INCLUDES TREE REMOVAL)

3.0 ACRE $ $

X0240 20301-0600 REMOVAL OF CATTLE GUARD

2 EACH $ $

X0260 20301-1100 REMOVAL OF GATE

1 EACH $ $

X0280 20301-2400 REMOVAL OF SIGN

2 EACH $ $

A - 15

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

X0300 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

4,100 SQYD $ $

X0320 20402-0000 SUBEXCAVATION

200 CUYD $ $

X0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

20 CUYD $ $

X0380 30101-0000 AGGREGATE BASE

13,000 TON $ $

X0400 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

0.400 MILE $ $

X0440 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

6,700 TON $ $

X0460 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

70.0 TON $ $

X0500 40601-0000 FOG SEAL

18.0 TON $ $

X0520 41102-1000 PRIME COAT, METHOD 1

40,500 SQYD $ $

X0540 41105-0000 BLOTTER

63.0 TON $ $

X0560 41201-0000 TACK COAT

18.0 TON $ $

X0580 60201-0800 24-INCH PIPE CULVERT

55 LNFT $ $

X0600 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

40 LNFT $ $

A - 16

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

X0620 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

160 LNFT $ $

X0640 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

1 EACH $ $

X0660 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

2 EACH $ $

X0680 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

6 EACH $ $

X0700 60403-0000 INLET

1 EACH $ $

X0720 60704-0000 CLEANING CULVERT IN PLACE

1 EACH $ $

X0740 60802-0400 PAVED WATERWAY, TYPE 4

1,280 LNFT $ $

X0760 61902-2100 GATE, METAL, 30 FEET WIDTH

1 EACH $ $

X0780 61903-0700 CATTLE GUARD, 24 FEET

2 EACH $ $

X0800 61921-1000 REMOVE AND RESET FENCE

40 LNFT $ $

X0820 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $ $

X0840 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $ $

A - 17

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

X0860 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $ $

X0880 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

40 HOUR $ $

X0900 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $ $

X0920 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $ $

X0940 62301-0000 GENERAL LABOR

80 HOUR $ $

X0960 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $ $

X0980 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $ $

X1000 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SERVICES,

RAPTOR SURVEY)

ALL LPSM $ LPSM $

X1020 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SERVICES,

MIGRATORY BIRD SURVEY)

ALL LPSM $ LPSM $

X1040 62510-2000 SEEDING, HYDRAULIC METHOD

4.0 ACRE $ $

X1060 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

4.0 ACRE $ $

X1080 62550-2000 BIOTIC SOIL AMENDMENT, HYDRAULIC METHOD

4.0 ACRE $ $

X1100 63301-0000 SIGN SYSTEM

18 EACH $ $

A - 18

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

X1120 63309-0000 DELINEATOR (BLUE)

12 EACH $ $

X1140 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

10.750 MILE

(DOUBLE YELLOW CENTER STRIPE)

X1160 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

10.500 MILE

(WHITE EDGE LINE)

X1180 63403-0200 PAVEMENT MARKINGS, TYPE B

450 SQFT $ $

X1200 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $ LPSM $

X1220 63504-1000 TEMPORARY TRAFFIC CONTROL,

INFRASTRUCTURE SIGN)

24 SQFT

CONSTRUCTION SIGN (BIL

Submitted by: Schedule Total:

X0120 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

A - 19

Bid Schedule Schedule:Y Schedule Type:Options

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

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

Y0020 15101-0000 MOBILIZATION

ALL LPSM $ LPSM $

Y0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

2.333 MILE $ $

Y0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

33 EACH $ $

Y0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

10 EACH $ $

Y0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $ LPSM $

Y0120 15401-0000 CONTRACTOR TESTING (Contractor-Furnished Lab)

ALL LPSM $ LPSM $

Y0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $ LPSM $

Y0160 15701-0000 SOIL EROSION CONTROL

ALL LPSM $ LPSM $

Y0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $ LPSM $

Y0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $ LPSM $

Y0220 20101-0000 CLEARING AND GRUBBING (INCLUDES TREE REMOVAL)

4.0 ACRE $ $

Y0240 20301-1900 REMOVAL OF PIPE CULVERT

3 EACH $ $

Y0260 20301-2400 REMOVAL OF SIGN

12 EACH $ $

Y0280 20402-0000 SUBEXCAVATION

1,100 CUYD $ $

A - 20

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

Y0300 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

40 CUYD $ $

Y0320 30202-2000 ROADWAY AGGREGATE, METHOD 2

3,600 TON $ $

Y0340 30302-1000 DITCH RECONDITIONING

350 LNFT $ $

Y0360 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

2.400 MILE $ $

Y0400 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

6,100 TON $ $

Y0420 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

62.0 TON $ $

Y0460 40601-0000 FOG SEAL

16.0 TON $ $

Y0480 41102-1000 PRIME COAT, METHOD 1

36,300 SQYD $ $

Y0500 41105-0000 BLOTTER

56.0 TON $ $

Y0520 41201-0000 TACK COAT

16.0 TON $ $

Y0540 60201-0600 18-INCH PIPE CULVERT

430 LNFT $ $

Y0560 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

40 LNFT $ $

Y0580 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

21 EACH $ $

A - 21

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

Y0600 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

2 EACH $ $

Y0620 60510-0700 6-INCH COLLECTOR PIPE (ROADWAY DRAINAGE LAYER)

50 LNFT $ $

Y0640 60520-0000 GRANULAR BACKFILL (ROADWAY DRAINAGE LAYER)

300 CUYD $ $

Y0660 60704-0000 CLEANING CULVERT IN PLACE

7 EACH $ $

Y0680 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $ $

Y0700 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $ $

Y0720 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $ $

Y0740 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

40 HOUR $ $

Y0760 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $ $

Y0780 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $ $

Y0800 62301-0000 GENERAL LABOR

80 HOUR $ $

Y0820 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $ $

Y0840 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $ $

A - 22

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

Y0860 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SERVICES,

RAPTOR SURVEY)

ALL LPSM $ LPSM $

Y0880 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SERVICES,

MIGRATORY BIRD SURVEY)

ALL LPSM $ LPSM $

Y0900 62510-2000 SEEDING, HYDRAULIC METHOD

3.0 ACRE $ $

Y0920 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

3.0 ACRE $ $

Y0940 62550-2000 BIOTIC SOIL AMENDMENT, HYDRAULIC METHOD

3.0 ACRE $ $

Y0960 63301-0000 SIGN SYSTEM

11 EACH $ $

Y0980 63309-0000 DELINEATOR (BLUE)

44 EACH $ $

Y1000 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (DOUBLE YELLOW CENTER STRIPE)

9.500 MILE $ $

Y1020 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE EDGE LINE)

9.000 MILE $ $

Y1040 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $ LPSM $

Submitted by: Schedule Total:

Y0120 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

A - 23

Bid Schedule

Project No:WY FLAP NAT 505 & BL 6409(1) Project Name:Casper Mtn Cir Dr & Muddy Mtn Rd

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 12)

Schedule X - Option(A - 18)

Schedule Y - Option(A - 22)

Total - Schedules

Submitted By:

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

Corporate Certificate

I, (name), certify that I am the

(title), of the corporation named as the

Offeror/Principal herein;

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

(title) of this corporation;

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

(signature) Affix Corporate Seal

(title)

A - 24

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

Limited Liability Certificate

I, (name), certify that I am the

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

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

(title) of this company;

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

(signature) Affix Company Seal (as applicable)

(title)

A - 25

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 - 26

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

Authority to Bind Joint Venture

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

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

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

Officer.

(Include names and signatures of all applicable individuals)

A - 27

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 - 28

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

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

NOTE TO CONTRACTOR:

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

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

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

A - 29

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 - 30

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: 8/31/2025 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

20%

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER

6982AF23B000021 MILLION(S)

THOUSAND(S)

HUNDRED(S)

CENTS

00 FOR (Construction, Supplies or

Services) Construction

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)

SU

R

ET

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.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .