6982AF19B000004.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF19B000004

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: WY FLAP 6WX(1)

PROJECT NAME: SOUTHFORK 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: http://www.fbo.gov E-mail: CFLContracts@dot.gov mailto:CFLContracts@dot.gov

PROJECT WY FLAP 6WX(1)

LOCATION SOUTHFORK ROAD

COUNTY PARK

STATE WYOMING

LENGTH SCHEDULE A: 13.6 MILES

OPTION X: 1.2 MILES

OPTION Y: 0.04 MILES

TYPE OF IMPROVEMENT ROAD RECONSTRUCTION, ROAD

REHABILITATION, BRIDGE AND

CONSTRUCTION

TABLE OF CONTENTS

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

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

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

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

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-22 Division 200 ................................................................................................................... E-41 Division 300 ................................................................................................................... E-44 Division 400 ................................................................................................................... E-47 Division 500 ................................................................................................................... E-50 Division 600 ................................................................................................................... E-55 Division 700 ................................................................................................................... E-64

APPENDICES

Appendix A ............................................................................................. Special Use Permit

Appendix B ................................................................... Corral Creek Pit Material Test Data

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 for Boulder Creek Bridge (Option Y)

Appendix D ................................................................................................... 404/401 Permit

Appendix E ............................................................................... Sample Subcontracting Plan

NOTICE TO BIDDERS

A-i

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

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

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

• Bid Schedule including Buy American Act & Hazardous Materials, Pages A-6 through A-23

• Bid Guarantee (see FAR Clause 52.228-1), Pages B-1 and B-2. Bid bonds must be originals with original signatures and corporate seals. Photocopies and Faxed copies are NOT acceptable and will make your bid non-responsive.

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

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

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

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

I. PRE-BID INFORMATION

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

This solicitation and subsequent contract are governed by the Federal Acquisition Regulations (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

The FP-14 was utilized for the design of this project. Paper copies of the FP-14 will not be provided to bidders or the awarded Prime Contractor. The FP-14 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ and a copy is uploaded with this solicitation. A single paper copy can be obtained from the Research & Technology Distribution Center (RTPDC) by email report.center@dot.gov .

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR http://www.fbo.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov

A-ii provisions and clauses incorporated by reference can be accessed on the Internet at http://farsite.hill.af.mil/vffara.htm.

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

4.1102. Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $36.5 million. If your average annual gross receipts for the past 3 years are above $36.5 million, you are a large business for this solicitation. If they are below $36.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications. The System for Award Management (SAM) is the Official U.S. Government system that consolidated the capabilities of CCR/FedReg, ORCA, and EPLS. Please include NAICS 237310 in SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: www.dol.gov/vets/programs/fcp/main.htm.

• My firm had a qualifying Federal Contract in 2018 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2018 and is therefore exempt from the reporting requirements

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

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

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

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

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

102.03 of the FP-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.

http://farsite.hill.af.mil/vffara.htm http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

A-iii

ATTENTION: Minority, Women-owned, and Disadvantaged Business Enterprises (DBEs). The Department of Transportation (DOT), offers working capital financing and bonding assistance for transportation related contracts. DOT's Bonding Assistance Program (BAP) offers bid, performance and payment bonds on contracts up to $1,000,000. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $500,000 with interest at the prime rate. For further information, call (800) 532-1169. Internet address:

http://osdbuweb.dot.gov.

Accuracy and Completeness of Bid- The Contractor is fully responsible to verify that all data is correct when an offer is submitted. Failure to properly update your data may cause the offer to be rejected.

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

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON MARCH 21, 2019

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at http://www.fbo.gov

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

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

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

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 http://osdbuweb.dot.gov/ http://www.fbo.gov/

A-iv business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.

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

The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of bid opening, that bidder may be ineligible for award of the contract.

Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) http://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of Subcontracting Opportunities, for contractors and subcontractors to post notices and thereby increase competition for subcontracts.

A list of currently known business concerns owned and controlled by socially and economically disadvantaged individuals and/or women-owned small business concerns that have indicated an interest in participating in highway construction is available at http://www.sam.gov.

See Appendix E 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 2018) Business Size Goal (%)

SB 50.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

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

A-v

The Contractor shall be required to attend a training session on the use of EEBACS. The training session will require up to 4 hours. No more than 3 Contractor staff may attend the training unless approved by the CO. The Contractor shall be responsible for training additional staff.

The Contractor shall be required to submit a user account form to gain access to the EEBACS system. See Subsection 108.01.

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF19BB000004

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

02/28/2019

PAGE OF

PAGES

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

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

HFLCEO190052PR

6. PROJECT NO.

WY FLAP 6WX(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 Muehl, 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 2:00 p.m. (hour) local time on 3/29/2019 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53-236-1(e)

X

X

X

X

X

A-2

GPO: 1985 0 - 469-796 STANDARD FORM 1442 PAGE 2 (REV. 4-85)

OFFEROR (Must be fully completed by offeror)

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

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

DUNS NO.

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing with calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE INDIVIDUAL BID SCHEDULE(S)

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

□ 15 U.S.C. 637( ) □ 41 U.S.C. 253(c)( )

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

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

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

BY

31C. AWARD

DATE

A-3

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

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

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

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

• Southfork Road Final Geotechnical Report, Report No. WY-FLAP-6WX(1)-18-01

• Pavements Memorandum dated: January 28, 2019

• Hydraulic Report, Southfork Road Bridges dated: January 2018

Item 11: COMPLETION DATE: Work shall be completed on or before the date specified in Subsection 108.01 of the SCRs.

Item 12A: PERFORMANCE AND PAYMENT BONDS: See FAR Clause 52.228-15 Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-14.

Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee (Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-14. All bid guarantees must have original signatures with original corporate seals.

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION

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

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $7 and $12 million.

mailto:CFLContracts@dot.gov http://www.fbo.gov/

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and two 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-13, A-17, & A-20; therefore, included in the evaluation for award.

Bidders must also provide a stand-alone price on the last page of each schedule for the alternative item, Contractor Testing using a Government-furnished field laboratory, at the end of each bid schedule.

This price will not be factored into the evaluation for award.

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

A-5

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, Option X and Option Y. Accordingly, award of contract, if made, will be made to the lowest responsive, responsible bidder, if funds are available.

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

Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 60 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

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.

Page A - 6

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.

When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:WY FLAP 6WX(1)

Project Name:Southfork Road

Page A - 7

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

55601-0900 BRIDGE RAILING, STEEL (WY DOT)

56401-1000 BEARING DEVICE, ELASTOMERIC

61707-0000 STRUCTURE TRANSITION RAILING

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

A0080 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0140 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL)

ALL LPSM $___LPSM_____ $____________

A0160 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL)

ALL LPSM $___LPSM_____ $____________

A0180 15701-0000 SOIL EROSION CONTROL (NON-STORM WATER CONTROL)

ALL LPSM $___LPSM_____ $____________

A0200 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY FLAP 6WX(1)

(CONTRACTOR-FURNISHED LAB)

Page A - 8

A0220 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0240 20101-0000 CLEARING AND GRUBBING

60.0 ACRE $____________ $____________

A0260 20301-0600 REMOVAL OF CATTLE GUARD

1 EACH $____________ $____________

A0280 20301-2400 REMOVAL OF SIGN

15 EACH $____________ $____________

A0300 20302-0700 REMOVAL OF FENCE

4,700 LNFT $____________ $____________

A0320 20302-1200 REMOVAL OF GUARDRAIL

180 LNFT $____________ $____________

A0340 20304-2000 REMOVAL OF BRIDGE (PARTIAL SUBSTRUCTURE)

ALL LPSM $___LPSM_____ $____________

A0360 20304-4000 REMOVAL OF BRIDGE SUPERSTRUCTURE

ALL LPSM $___LPSM_____ $____________

A0380 20401-0000 ROADWAY EXCAVATION

64,000 CUYD $____________ $____________

A0400 20403-0000 UNCLASSIFIED BORROW

10,500 CUYD $____________ $____________

A0420 20425-1000 DITCH, EXCAVATION (STANDARD)

8,700 LNFT $____________ $____________

A0440 20425-1000 DITCH, EXCAVATION (OVERSIZED)

3,000 LNFT $____________ $____________

A0460 20801-0000 STRUCTURE EXCAVATION

280 CUYD $____________ $____________

A0480 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

140 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 9

A0500 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

150 CUYD $____________ $____________

A0520 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

450 CUYD $____________ $____________

A0540 25101-2600 PLACED RIPRAP, METHOD B, CLASS 6

2,100 CUYD $____________ $____________

A0560 30112-0000 AGGREGATE SURFACE COURSE

18,000 CUYD $____________ $____________

A0600 30203-2000 ROADWAY AGGREGATE, METHOD 2

110,000 SQYD $____________ $____________

A0620 31213-0000 MAGNESIUM CHLORIDE

280 TON $____________ $____________

A0660 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

18,000 TON $____________ $____________

A0680 40105-1000 ANTISTRIP ADDITIVE, TYPE 1

180 TON $____________ $____________

A0720 40602-0000 FOG SEAL

110,000 SQYD $____________ $____________

A0740 41102-1000 PRIME COAT, METHOD 1

110,000 SQYD $____________ $____________

A0760 41201-0000 TACK COAT

70 TON $____________ $____________

A0780 55101-2000 STEEL H-PILE, 14 X 102, IN PLACE

500 LNFT $____________ $____________

A0800 55104-1000 DYNAMIC PILE LOAD TEST

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 10

A0820 55115-1000 PREBORING

45 LNFT $____________ $____________

A0840 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

181 CUYD $____________ $____________

A0860 55401-1000 REINFORCING STEEL

4,700 LB $____________ $____________

A0880 55401-2000 REINFORCING STEEL, EPOXY COATED

42,900 LB $____________ $____________

A0900 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

179,400 LB $____________ $____________

A0920 55601-0900 BRIDGE RAILING, STEEL (WY DOT)

342 LNFT $____________ $____________

A0940 56401-1000 BEARING DEVICE, ELASTOMERIC

8 EACH $____________ $____________

A0960 60101-0000 CONCRETE

1 CUYD $____________ $____________

A0980 60201-0600 18-INCH PIPE CULVERT

610 LNFT $____________ $____________

A1000 60201-0800 24-INCH PIPE CULVERT

1,450 LNFT $____________ $____________

A1020 60201-0800 24-INCH PIPE CULVERT (RCP)

6 LNFT $____________ $____________

A1040 60201-0900 30-INCH PIPE CULVERT

20 LNFT $____________ $____________

A1060 60201-1000 36-INCH PIPE CULVERT

300 LNFT $____________ $____________

A1080 60201-1200 48-INCH PIPE CULVERT

12 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 11

A1100 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

35 EACH $____________ $____________

A1120 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

60 EACH $____________ $____________

A1140 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (RCP)

1 EACH $____________ $____________

A1160 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

6 EACH $____________ $____________

A1180 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

12 EACH $____________ $____________

A1200 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT

1 EACH $____________ $____________

A1220 60703-0000 CLEANING CULVERTS IN PLACE

310 LNFT $____________ $____________

A1240 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

100 LNFT $____________ $____________

A1260 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

3 EACH $____________ $____________

A1280 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

1 EACH $____________ $____________

A1300 61707-0000 STRUCTURE TRANSITION RAILING

100 LNFT $____________ $____________

A1320 61901-0900 FENCE, BARBED WIRE, 4 STRAND

2,500 LNFT $____________ $____________

A1340 61903-1100 CATTLE GUARD, 32 FEET

1 EACH $____________ $____________

A1360 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 12

A1380 61921-1000 REMOVE AND RESET FENCE

230 LNFT $____________ $____________

A1400 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1420 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A1440 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A1460 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1480 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A1500 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

A1520 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

A1540 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

30.0 ACRE $____________ $____________

A1560 62510-2000 SEEDING, HYDRAULIC METHOD (UPLAND)

28.0 ACRE $____________ $____________

A1580 62510-2000 SEEDING, HYDRAULIC METHOD (WETLAND)

2.0 ACRE $____________ $____________

A1600 62515-2000 MULCHING, HYDRAULIC METHOD

30.0 ACRE $____________ $____________

A1620 62520-0000 FERTILIZER

30.0 ACRE $____________ $____________

A1640 63301-0000 SIGN SYSTEM

12 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 13

A1660 63316-1000 REMOVE AND RESET SIGN

35 EACH $____________ $____________

A1680 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

185,000 LNFT $____________ $____________

A1700 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

52,000 LNFT $____________ $____________

A1720 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A1740 63610-2200 CONDUIT, 3-INCH, PVC

350 LNFT $____________ $____________

A1760 63610-3200 CONDUIT, 6-INCH, PVC

320 LNFT $____________ $____________

A1780 64620-0400 REMOVE AND RESET MAILBOX

15 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY FLAP 6WX(1)

Project Name:Southfork Road

A0080 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

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

Page A - 14

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

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

X0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0120 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL)

ALL LPSM $___LPSM_____ $____________

X0140 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL)

ALL LPSM $___LPSM_____ $____________

X0160 15701-0000 SOIL EROSION CONTROL (NON-STORM WATER 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

12.0 ACRE $____________ $____________

X0240 20301-0600 REMOVAL OF CATTLE GUARD

1 EACH $____________ $____________

X0260 20301-2400 REMOVAL OF SIGN

7 EACH $____________ $____________

X0280 20302-0700 REMOVAL OF FENCE

400 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:WY FLAP 6WX(1)

Page A - 15

X0300 20401-0000 ROADWAY EXCAVATION

9,000 CUYD $____________ $____________

X0320 20441-0000 WASTE

400 CUYD $____________ $____________

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

20 CUYD $____________ $____________

X0360 30203-2000 ROADWAY AGGREGATE, METHOD 2

21,000 SQYD $____________ $____________

X0380 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

3,500 TON $____________ $____________

X0420 40105-1000 ANTISTRIP ADDITIVE, TYPE 1

35 TON $____________ $____________

X0460 40602-0000 FOG SEAL

20,000 SQYD $____________ $____________

X0480 41102-1000 PRIME COAT, METHOD 1

20,000 SQYD $____________ $____________

X0500 41201-0000 TACK COAT

15 TON $____________ $____________

X0520 60201-0800 24-INCH PIPE CULVERT

255 LNFT $____________ $____________

X0540 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

10 EACH $____________ $____________

X0560 61901-0900 FENCE, BARBED WIRE, 4 STRAND

395 LNFT $____________ $____________

X0580 61903-1100 CATTLE GUARD, 32 FEET

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 16

X0600 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X0620 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

X0640 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

X0660 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X0680 62301-0000 GENERAL LABOR

10 HOUR $____________ $____________

X0700 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

X0720 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

X0740 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

4.0 ACRE $____________ $____________

X0760 62510-2000 SEEDING, HYDRAULIC METHOD

4.0 ACRE $____________ $____________

X0780 62515-2000 MULCHING, HYDRAULIC METHOD

4.0 ACRE $____________ $____________

X0800 62520-0000 FERTILIZER

4.0 ACRE $____________ $____________

X0820 63301-0000 SIGN SYSTEM

1 EACH $____________ $____________

X0840 63316-1000 REMOVE AND RESET SIGN

4 EACH $____________ $____________

X0860 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

36,000 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 17

X0880 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

11,000 LNFT $____________ $____________

X0900 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:WY FLAP 6WX(1)

Project Name:Southfork Road

X0080 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

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

Page A - 18

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

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

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0120 15701-0000 SOIL EROSION CONTROL (EROSTION CONTROL)

ALL LPSM $___LPSM_____ $____________

Y0140 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL)

ALL LPSM $___LPSM_____ $____________

Y0160 15701-0000 SOIL EROSION CONTROL (NON-STORM WATER CONTROL)

ALL LPSM $___LPSM_____ $____________

Y0180 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

Y0200 20801-0000 STRUCTURE EXCAVATION

240 CUYD $____________ $____________

Y0220 20803-0000 STRUCTURAL BACKFILL

110 CUYD $____________ $____________

Y0240 30112-0000 AGGREGATE SURFACE COURSE

80 CUYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:WY FLAP 6WX(1)

Page A - 19

Y0260 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

41 CUYD $____________ $____________

Y0280 55401-1000 REINFORCING STEEL

6,800 LB $____________ $____________

Y0300 55504-0000 PRE-FABRICATED STEEL BRIDGE

ALL LPSM $___LPSM_____ $____________

Y0320 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Y0340 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

Y0360 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

Y0380 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Y0400 62301-0000 GENERAL LABOR

10 HOUR $____________ $____________

Y0420 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

Y0440 63301-0000 SIGN SYSTEM

2 EACH $____________ $____________

Y0460 63308-3000 OBJECT MARKER, TYPE 3

4 EACH $____________ $____________

Y0480 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Y0500 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Page A - 20

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:WY FLAP 6WX(1)

Project Name:Southfork Road

Y0080 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

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

Page A - 21

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 13)

Schedule X - Option(Page A - 17)

Schedule Y - Option(Page A - 20)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

A-22

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-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.

B-1

BID BOND

(See instructions on reverse) DATE BOND EXECUTED (Must not be later than bid opening date) OMB NO. 9000-0045

Expiration Date: 7/31/19

Public reporting burden for this collection of information is estimated to average 25 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat (MVR), Federal Acquisition Policy Division, GSA, Washington, D.C. 20405.

PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION (AX@ one)

INDIVIDUAL PARTNERSHIP

JOINT VENTURE CORPORATION

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT OF

BID PRICE AMOUNT NOT TO EXCEED

BID DATE INVITATION NO.

6982AF19B000004

20 PERCENT MILLION(S) THOUSAND(S) HUNDRED(S) CENTS 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 time for acceptance of the bid that the Principal may grant to the Government. Notice to the surety(ies) of extension(s) are 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 NAMES(S) &

TITLE(S)

(Typed)

1. 2. 3.

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

1.

(Seal)

2.

(Seal)

NAME(S)

(Typed) 1. 2.

CORPORATE SURETY(IES)

NAME &

ADDRESS

STATE OF INCOPORATION LIABILITY LIMIT($)

SURETY A

SIGNATURE(S)

1. 2.

Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 24 (Rev. 8/2016) Previous edition is usable Prescribed by GSA - FAR (48 CFR) 53.228(a)

B-2 CORPORATE SURETY(IES) (Continued)

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY B SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY C SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY D SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY E SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY F SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY G SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

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.