6982AF20B000044_NV FLAP 93(1).pdf

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NV FLAP US93(1) Pahranagat NWR Access
Solicitation number
6982AF20B000044
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This document contains an invitation for bid for roadway construction work on Nevada Route 93 and the Pahranagat National Wildlife Refuge Visitor Center access road. The project includes safety improvements and turn lanes on Route 93, milling and overlay of the roadway, drainage improvements including culvert extensions and replacement, reconstruction of the visitor center access road and parking area, and the addition of aggregate base and asphalt pavement. Significant work includes embankment construction, placement of aggregate base, and asphalt paving. The project is separated into Schedule A for all work on Route 93 and Option X for work at the visitor center. The estimated cost range for the base schedule and option is between $5 million and $10 million. Bids are due by December 8, 2020 with construction anticipated to begin in early January 2021 and be completed by August/September 2021.

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INVITATION FOR BID

SOLICITATION NUMBER:

SOLICITATION TYPE:

PROJECT NUMBER:

PROJECT NAME:

6982AF20B000044

FULL AND OPEN COMPETITION (UNRESTRICTED)

NV FLAP US93(1)

PAHRANAGAT NATIONAL WILDLIFE REFUGE ACCESS ROAD

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

PROJECT

LOCATION

COUNTY

STATE

LENGTH

TYPE OF IMPROVEMENT

NV FLAP US93(1)

PAHRANAGAT NATIONAL WILDLIFE

REFUGE

LINCOLN

NEVADA

SCHEDULE A: 1.28 MILES

OPTION X: .54 MILES

HIGHWAY WIDENING, ROADWAY

AGGREGATE, ASPHALT PAVING,

DRAINAGE IMPROVEMENTS,

GUARDRAIL INSTALLATION AND

SIGNING

TABLE OF CONTENTS

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

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

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

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

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

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

Division 100 .....................................................................................................................E-1

Division 150 ................................................................................................................... E-22 Division 200 ................................................................................................................... E-32 Division 300 ................................................................................................................... E-34 Division 400 ................................................................................................................... E-35 Division 500 ............................................................................................................ See FP14 Division 600 ................................................................................................................. E-50 Division 700 ................................................................................................................. E-62

APPENDICES

Appendix A ....................................................................................... Desert Tortoise Manual

Appendix B ............................................................................................................401 Permit

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard Specification for Construction of Roads and Bridges on Federal Highway Projects

Appendix C ............................................................................................................404 Permit

Appendix D .......................................................................................................NDOT Permit

Appendix E ...................................................................Nevada Temporary Discharge Permit

Appendix F.........................................................Sample Small Business Subcontracting Plan

NOTICE TO BIDDERS

A-i

PROJECT OVERVIEW

This project provides improvements to US93 and Pahranagat National Wildlife Refuge Visitor Center Road and Visitor Center parking area. It includes safety improvements along US93 at two locations; one at the new Visitor Center Road entrance and the second at the campground access road. The section of US93 around these areas will then receive a mill and overlay. The project includes drainage improvements including culvert extensions, replacement, and riprap at drainage inlets and outlets. It includes roadway construction, the addition of aggregate base and hot asphalt pavement. The Visitor Center Road will be a complete reconstruction. Schedule A includes all work on US93 and Option X includes all work on the new Visitor Center road and parking area.

I. PRE-BID INFORMATION

ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Item 8). Submit the following documents with your Bid Package–

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

• If applicable, indication of interest in formal Partnering, Page A-5

• Bid Schedule Pages A-11 through A-22

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

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

• 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.

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

A-ii

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

U.S. Mailing providers such as: FedEx; UPS and USPS, have been experiencing a large volume due to COVID-19. Please plan the mailing of your bids accordingly. Late Bids will not be considered and processed in accordance with FAR provision 52.214-7.

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:// beta.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.

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

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.

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 2020 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2020 and is therefore exempt from the reporting requirements https://beta.sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov https://www.acquisition.gov/browse/index/far http://www.sam.gov/ http://www.sam.gov/

A-iii

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% when the lowest, responsive and responsible bid is submitted by a large business and a bid is also received from a certified HUBZone small business concern (SBC). The 10% factor does not apply when lowest, responsive and responsible bid is submitted by a small business. See FAR Clause 52.219-4 Notice of price evaluation preference for HUBZone small business concerns.

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

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

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

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

102.03 of the FP-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:

https://www.transportation.gov/content/office-small-and-disadvantaged-business-utilization.

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 NOVEMBER 30, 2020

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

Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce https://www.transportation.gov/content/office-small-and-disadvantaged-business-utilization https://beta.sam.gov/

A-iv

(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 bid opening, that bidder may be ineligible for award of the contract.

Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) 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 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.

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

A-v

See Appendix A for Sample Small Business Subcontracting Plan.

NOTE:

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

FHWA Small Business Subcontracting Goals (As of FY 2020) Business Size Goal (%)

SB 48.0%

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF20B000044

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

11/5/20

PAGE OF

PAGES

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

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

HFLCEO200354PR

6. PROJECT NO.

NV FLAP US93(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:

Sheri T. Walsh, Contracting Officer 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

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *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 3:00 p.m. (hour) local time on 12/08/20 (date). If this is a sealed bid solictation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

STANDARD FORM 1442 (REV. 8/2014) BACK

OFFEROR (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

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

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

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

26. ADMINISTERED BY CODE: 27. PAYMENT WILL BE MADE BY

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to issuing office.)

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by

(a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

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

BY

31C. AWARD

DATE

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://beta.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 $5 and $10 million.

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

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.

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item necessary to complete all contract work in Schedule A 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 30 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-4

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 its 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-5

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-6

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-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 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-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:NV FLAP US93(1) Project Name:Pahranagat NWR Access

Page A - 12

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

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0020 15215-1000 SURVEY AND STAKING, APPROACH ROAD

3 EACH $____________ $____________

A0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

8 EACH $____________ $____________

A0040 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

A0050 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

1.200 MILE $____________ $____________

A0060 15236-2000 SURVEY CONTROL, GRADE FINISHING

4.880 MILE $____________ $____________

A0070 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0090 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

6,600 LNFT $____________ $____________

A0110 15706-0200 SOIL EROSION CONTROL, CHECK DAM

11 EACH $____________ $____________

A0120 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0130 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0140 20101-0000 CLEARING AND GRUBBING

12.40 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 13

A0150 20301-0700 REMOVAL OF DELINEATOR

10 EACH $____________ $____________

A0160 20301-2400 REMOVAL OF SIGN

22 EACH $____________ $____________

A0170 20301-2700 REMOVAL OF STRUCTURE

1 EACH $____________ $____________

A0180 20302-0700 REMOVAL OF FENCE

2,410 LNFT $____________ $____________

A0190 20302-1200 REMOVAL OF GUARDRAIL

8,760 LNFT $____________ $____________

A0200 20302-1700 REMOVAL OF PAVED WATERWAY, ASPHALT

25 LNFT $____________ $____________

A0210 20302-1900 REMOVAL OF PAVED WATERWAY, CONCRETE

35 LNFT $____________ $____________

A0220 20302-2100 REMOVAL OF PIPE CULVERT

175 LNFT $____________ $____________

A0230 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

1,450 SQYD $____________ $____________

A0240 20315-0000 SAWCUTTING PAVEMENT

9,250 LNFT $____________ $____________

A0250 20420-0000 EMBANKMENT CONSTRUCTION

18,000 CUYD $____________ $____________

A0260 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

5,700 CUYD $____________ $____________

A0270 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A

450 SQYD $____________ $____________

A0280 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

6 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 14

A0290 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

80 CUYD $____________ $____________

A0300 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

40 CUYD $____________ $____________

A0310 30202-2000 ROADWAY AGGREGATE, METHOD 2

7,500 TON $____________ $____________

A0320 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

7,000 TON $____________ $____________

A0340 40501-0100 OPEN-GRADED ASPHALT FRICTION COURSE, GRADING A OR B

1,500 TON $____________ $____________

A0350 41102-1000 PRIME COAT, METHOD 1

15,420 SQYD $____________ $____________

A0360 41105-0000 BLOTTER

115 TON $____________ $____________

A0370 41106-0000 CRUSHED AGGREGATE

45 TON $____________ $____________

A0380 41201-0000 TACK COAT

25.0 TON $____________ $____________

A0390 41301-0000 ASPHALT PAVEMENT MILLING

19,000 SQYD $____________ $____________

A0400 60201-0600 18-INCH PIPE CULVERT

175 LNFT $____________ $____________

A0410 60201-0800 24-INCH PIPE CULVERT

400 LNFT $____________ $____________

A0420 60201-1000 36-INCH PIPE CULVERT

95 LNFT $____________ $____________

A0430 60201-1100 42-INCH PIPE CULVERT

50 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A -15

A0440 60202-1000 60-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

30 LNFT $____________ $____________

A0450 60401-1000 MANHOLE, FLH

1 EACH $____________ $____________

A0460 60404-1000 CATCH BASIN, FLH TYPE 1

1 EACH $____________ $____________

A0470 60420-0000 OUTLET STRUCTURE

1 EACH $____________ $____________

A0480 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

8,400 LNFT $____________ $____________

A0490 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

10 EACH $____________ $____________

A0500 61901-0900 FENCE, BARBED WIRE, 4 STRAND

2,450 LNFT $____________ $____________

A0510 61901-3300 FENCE, TORTOISE BARRIER

9,950 LNFT $____________ $____________

A0520 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A0530 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A0540 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

A0550 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A0560 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A0570 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 16

A0580 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES TORTOISE BIOLOGIST

1,210 HOUR $____________ $____________

A0590 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A0600 62407-0000 PLACING CONSERVED TOPSOIL

5,700 CUYD $____________ $____________

A0610 62510-2000 SEEDING, HYDRAULIC METHOD

11.0 ACRE $____________ $____________

A0620 62515-2000 MULCHING, HYDRAULIC METHOD

11.0 ACRE $____________ $____________

A0630 62903-0000 CELLULAR CONFINEMENT SYSTEM

210 SQYD $____________ $____________

A0640 63301-0000 SIGN SYSTEM

31 EACH $____________ $____________

A0650 63302-0000 SIGN SYSTEM

487.3 SQFT $____________ $____________

A0660 63309-0200 DELINEATOR, TYPE 2

98 EACH $____________ $____________

A0670 63313-0000 RUMBLE STRIP

16,075 LNFT $____________ $____________

A0680 63316-1000 REMOVE AND RESET SIGN

4 EACH $____________ $____________

A0690 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

34,350 LNFT $____________ $____________

A0700 63405-2900 PAVEMENT MARKINGS, TYPE H, TURN ARROW

47 EACH $____________ $____________

A0710 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

40 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 17

A0720 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

2 EACH $____________ $____________

A0730 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

23 EACH $____________ $____________

A0740 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

3,100 LNFT $____________ $____________

A0750 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

20,320 LNFT $____________ $____________

A0760 63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

20,320 LNFT $____________ $____________

A0770 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

500 HOUR $____________ $____________

A0780 63508-1000 TEMPORARY TRAFFIC CONTROL, MAINTENANCE OF TRAFFIC, PAVEMENT

PATCH

260 TON $____________ $____________

A0790 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

19 WEEK $____________ $____________

A0800 63640-0400 RELOCATE POLE

ALL LPSM $___LPSM_____ $____________

A0810 63713-0000 FIELD OFFICE SERVICES

7 MO $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 18

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

X0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0020 15215-1000 SURVEY AND STAKING, APPROACH ROAD

1 EACH $____________ $____________

X0030 15215-7000 SURVEY AND STAKING, PARKING AREA

2 EACH $____________ $____________

X0040 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.540 MILE $____________ $____________

X0050 15236-2000 SURVEY CONTROL, GRADE FINISHING

2.160 MILE $____________ $____________

X0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0070 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0090 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

5,250 LNFT $____________ $____________

X0100 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

X0110 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0120 20101-0000 CLEARING AND GRUBBING

2.20 ACRE $____________ $____________

X0130 20301-2400 REMOVAL OF SIGN

3 EACH $____________ $____________

X0140 20301-2700 REMOVAL OF STRUCTURE

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A -19

X0150 20302-2100 REMOVAL OF PIPE CULVERT

45 LNFT $____________ $____________

X0160 20303-3700 REMOVAL OF PAVEMENT MARKINGS

4.33 SQYD $____________ $____________

X0170 20420-0000 EMBANKMENT CONSTRUCTION

6,160 CUYD $____________ $____________

X0180 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

950 CUYD $____________ $____________

X0190 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,000 TON $____________ $____________

X0200 30303-3000 ROADWAY RECONDITIONING

5,070 SQYD $____________ $____________

X0210 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,350 TON $____________ $____________

X0220 41102-1000 PRIME COAT, METHOD 1

8,000 SQYD $____________ $____________

X0230 41105-0000 BLOTTER

60 TON $____________ $____________

X0240 41201-0000 TACK COAT

0.20 TON $____________ $____________

X0250 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

470 LNFT $____________ $____________

X0260 60915-1000 WHEELSTOP, CONCRETE

15 EACH $____________ $____________

X0270 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

50 LNFT $____________ $____________

X0280 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

2 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 20

X0290 61902-1400 GATE, METAL, 16 FEET WIDTH

2 EACH $____________ $____________

X0300 61902-1800 GATE, METAL, 24 FEET WIDTH

1 EACH $____________ $____________

X0310 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

X0320 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

10 HOUR $____________ $____________

X0330 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

X0340 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

X0350 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

X0360 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES TORTOISE BIOLOGIST

210 HOUR $____________ $____________

X0370 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES ARCHAEOLOGICAL

MONITOR

70 HOUR $____________ $____________

X0380 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

X0390 62407-0000 PLACING CONSERVED TOPSOIL

950 CUYD $____________ $____________

X0400 62510-2000 SEEDING, HYDRAULIC METHOD

2.0 ACRE $____________ $____________

X0410 62515-2000 MULCHING, HYDRAULIC METHOD

2.0 ACRE $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 21

X0420 63301-0000 SIGN SYSTEM

15 EACH $____________ $____________

X0430 63309-0200 DELINEATOR, TYPE 2

71 EACH $____________ $____________

X0440 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

X0450 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

11,100 LNFT $____________ $____________

X0460 63405-2950 PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW

7 EACH $____________ $____________

X0470 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

X0480 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

X0490 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

37 EACH $____________ $____________

X0500 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

14 EACH $____________ $____________

X0510 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

70 HOUR $____________ $____________

X0520 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

2 WEEK $____________ $____________

X0530 64605-0000 FIXTURE

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 22

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 1)

Schedule X - Option(Page A - 7)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

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-23

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-24

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

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)

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. 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…

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