6982AF24B000015 IFB UT FLAP SLA 10(1) Mill Creek Canyon Rd.pdf

INVITATION FOR BID

SOLICITATION NUMBER:

SOLICITATION TYPE:

PROJECT NUMBER:

PROJECT NAME:

6982AF24B000015

FULL & OPEN COMPETITION

UT FLAP SLA 10(1)

MILL CREEK CANYON 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 UT FLAP SLA 10(1)

LOCATION UNITA-WASATCH-CACHE

NATIONAL FOREST

COUNTY SALT LAKE

STATE UTAH

LENGTH SCHEDULE A: 4.56 MILES

TYPE OF IMPROVEMENT ROAD RECONSTRUCTION, PARKING

LOT RECONSTRUCTION, NEW

PULLOUTS AND ROADSIDE PARKING

AREAS, RETAINING WALL

CONSTRUCTION, REHABILITATION OF

BRIDGE RAILING AND DRAINAGE

IMPROVEMENTS

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule .................................................................................... A-6

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

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

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

Division 100 ..........................................................................................................................E-2 Division 150 ....................................................................................................................... E-26 Division 200 ....................................................................................................................... E-49 Division 300 ....................................................................................................................... E-60 Division 400 ....................................................................................................................... E-62 Division 500 ....................................................................................................................... E-74 Division 600 ....................................................................................................................... E-76 Division 700 ....................................................................................................................... E-98

APPENDICES

Appendix A ................................................................ Utah Programmatic General Permit 10

Appendix B ...............................................................State of Utah, Stream Alteration Permit

Appendix C ............................................................. Timber Cruise and Contract Information

Appendix D ............................................................................................... Fire Protection Plan

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

PROJECT OVERVIEW

Rehabilitation, reconstruction, rock excavation, asphalt surfacing, aggregate base, and drainage improvements to 4.56 miles (3.1 miles from Big Water Trailhead to Elbow Fork and 1.4 miles from Elbow Fork to Winter Gate) of roadway on Mill Creek Canyon Road.

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

A-i

I. PRE-BID INFORMATION

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

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

• Indication of interest in formal Partnering, Page A-5

• Bid Schedule Pages A-6 through A-16

• Completed an applicable Authority to Bind certificate, pages A-17 through A-21

• Buy American Act & Hazardous Materials, Pages A-22 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.

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

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

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

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

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

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

The FP-14 was utilized for the design of this project. Paper copies of the FP-14 will not be provided to bidders or the awarded Prime Contractor. The FP-14 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ and a copy is uploaded with this solicitation.

Applicable FAR/TAR provisions and clauses in this IFB are incorporated by reference or full text.

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

A-ii

FAR provisions and clauses incorporated by reference can be accessed on the Internet at https://www.acquisition.gov/content/regulations.

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

4.1102. Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $45 million. If your average annual gross receipts for the past 5 years are above $45 million, you are a large business for this solicitation. If they are below $45 million you are a small business. Before submitting bids, you must ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov. Include NAICS 237310 in your SAM profile.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: https://www.dol.gov/agencies/vets/programs/vets4212

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

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

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to the price of all offers except HUBZone small business concerns that have not waived the evaluation preference and otherwise successful offers from small business concerns. See FAR Clause 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns.

In the event this full and open competition results in a contract award to a qualified HUBZone SBC after a price evaluation preference, FAR Clause 52.219-14, Limitations on Subcontracting will apply.

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

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

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

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

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

https://www.acquisition.gov/content/regulations http://www.sam.gov/ http://www.sam.gov/ https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.dol.gov%2Fagencies%2Fvets%2Fprograms%2Fvets4212&data=05%7C01%7Cryan.d.phillips%40dot.gov%7C09d955a274d74e8474dc08dbc51eeb3d%7Cc4cd245b44f04395a1aa3848d258f78b%7C0%7C0%7C638320508951679944%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=gIALto4XEaeYAJrJxNNxKww0nAj0lFMpA2G36Z3hVxc%3D&reserved=0

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON October 24, 2024

Consolidate all questions on a single word document and submit NLT the deadline to submit technical questions.

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

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

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

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

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

II. POST AWARD INFORMATION

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

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

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

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

A-iv

Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) https://subnet.sba.gov/client/dsp_Landing.cfm 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.

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 2024) Business Size Goal (%)

SB 44.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 5.0%

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://subnet.sba.gov/client/dsp_Landing.cfm https://www.sam.gov/ https://highways.dot.gov/federal-lands/estimates/eebacs-guide

A-v

NOTICE: NON-MANDATORY PRE-BID SITE VISIT

This pre-bid meeting notice is being given to solicit contractor interest and to orient contractors with the project site prior to the bid opening. Representatives from the Federal Highway Administration (FHWA) will conduct a meeting on Tuesday, October 8, 2024, from 9:00 a.m. to approximately 1:00 p.m. FHWA will provide a brief project presentation, a driving tour stopping at various locations to present design elements along the route and be available to answer questions for the balance of the time period.

Access to the project roadways are not restricted to the public during the site visit, please provide your own transportation and personal protective equipment. Tour stopping locations have limited parking, please consolidate vehicles to the extent practical.

Interested parties will meet at the Maple Grove Picnic Area/Winter Gate of Mill Creek Canyon Road, approximately 4.7 miles east of the intersection of Wasatch Blvd and 3800S (Mill Creek Canyon Road) Mill Creek, UT, at 9:00 a.m.

The agenda, sign-in sheet, any questions answered and other information from the pre-bid meeting will be posted to SAM.gov shortly after. If you would like to attend the pre-bid meeting, please email CFLContracts@dot.gov by Friday, October 4, 2024.

ATTENDANCE AT THE PROJECT PRE-BID MEETING IS NOT MANDATORY TO

BID THE PROJECT AND ACCESS TO THE SITE WILL BE AVAILABLE THROUGHOUT

THE SOLICITATION PERIOD.

https://sam.gov/opp/5d17716de7b54e4da5da64e630cc59ab/view

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF24B000015

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

09/20/2024

PAGE OF

PAGES

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

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

HFLCEO240369PR

6. PROJECT NO.

UT FLAP SLA 10(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:

Kelly Palmer, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

PROJECTS, FP-14, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN

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 11/05/2024 (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.

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

STANDARD FORM 1442 (REV. 12/2022) 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)

UEI.

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 on a word document by e-mail at CFLContracts@dot.gov .

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

Item 12A: PERFORMANCE AND PAYMENT BONDS: See FAR Clause 52.228-15

Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-14.

Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee

(Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to https://sam.gov.

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $20,000,000 and $30,000,000.

A-3

Bid Schedule Instructions

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

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 .

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

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 it’s subcontractors to establish a Partnering relationship on this project.

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

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

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

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

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

A-5

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:UT FLAP SLA 10(1)

Project Name:Mill Creek Canyon Road

A - 7

Contract Quantity Pay Items

55601-0500 BRIDGE RAILING, CONCRETE

60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1001 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

68 EACH $____________ $____________

A1002 15215-5000 SURVEY AND STAKING, BOX CULVERT

3 EACH $____________ $____________

A1003 15215-7000 SURVEY AND STAKING, PARKING AREA

5 EACH $____________ $____________

A1004 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

4.56 MILE $____________ $____________

A1005 15236-2000 SURVEY CONTROL, GRADE FINISHING

9.12 MILE $____________ $____________

A1006 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A1007 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1008 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1009 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A1010 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

A1011 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A1012 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1013 20101-0000 CLEARING AND GRUBBING

32.5 ACRE $____________ $____________

A1014 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

A1015 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

A1016 20301-2400 REMOVAL OF SIGN

80 EACH $____________ $____________

A1017 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (WATER VALVE VAULT)

2 EACH $____________ $____________

A1018 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (VAULT TOILET)

3 EACH $____________ $____________

A1019 20302-2100 REMOVAL OF PIPE CULVERT

201 LNFT $____________ $____________

A1020 20303-0300 REMOVAL OF CONCRETE

40 SQYD $____________ $____________

A1021 20401-0000 ROADWAY EXCAVATION

51,500 CUYD $____________ $____________

A1022 20402-0000 SUBEXCAVATION

350 CUYD $____________ $____________

A1023 20415-0000 SELECT TOPPING (BIORETENTION MEDIA)

90 CUYD $____________ $____________

A1024 20441-0000 WASTE

3,240 CUYD $____________ $____________

A1025 20465-0000 CONSERVE AND PLACE BOULDER

50 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A1026 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

3,100 SQYD $____________ $____________

A1027 20703-2000 GEOGRID, STABILIZATION

3,100 SQYD $____________ $____________

A1028 21101-2000 ROADWAY OBLITERATION, METHOD 2

410 SQYD $____________ $____________

A1029 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

130 CUYD $____________ $____________

A1030 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

130 CUYD $____________ $____________

A1031 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

170 CUYD $____________ $____________

A1032 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

435 CUYD $____________ $____________

A1033 25125-0000 BOULDER

50 EACH $____________ $____________

A1034 25126-0000 REMOVE AND RESET BOULDER

575 EACH $____________ $____________

A1035 25201-0000 SPECIAL ROCK EMBANKMENT (ROCK ARMORED SLOPE)

3,200 CUYD $____________ $____________

A1036 25210-0000 ROCKERY (RETAINING WALL)

3,100 SQFT $____________ $____________

A1037 25902-0000 SOIL NAIL RETAINING WALL

8,700 SQFT $____________ $____________

A1038 25903-0000 VERIFICATION TEST NAIL

8 EACH $____________ $____________

A1039 30101-0000 AGGREGATE BASE

25,000 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A1041 30203-2120 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 4-INCH DEPTH

600 SQYD $____________ $____________

A1043 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

11,500 TON $____________ $____________

A1044 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

120 TON $____________ $____________

A1046 40601-0000 FOG SEAL

30 TON $____________ $____________

A1047 40605-0000 BLOTTER

100 TON $____________ $____________

A1048 41101-1000 PRIME COAT, METHOD 1

80 TON $____________ $____________

A1049 41201-0000 TACK COAT

30 TON $____________ $____________

A1050 55601-0500 BRIDGE RAILING, CONCRETE

55 LNFT $____________ $____________

A1051 60103-0000 CONCRETE, HEADWALL (AND WINGWALL)

14 EACH $____________ $____________

A1052 60103-0200 CONCRETE, HEADWALL FOR 42-INCH PIPE CULVERT

1 EACH $____________ $____________

A1053 60201-0600 18-INCH PIPE CULVERT (RCP)

85 LNFT $____________ $____________

A1054 60201-0600 18-INCH PIPE CULVERT (CMP)

190 LNFT $____________ $____________

A1055 60201-0800 24-INCH PIPE CULVERT (CMP)

590 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1056 60201-0800 24-INCH PIPE CULVERT (RCP)

110 LNFT $____________ $____________

A1057 60201-0900 30-INCH PIPE CULVERT (CMP)

275 LNFT $____________ $____________

A1058 60201-1000 36-INCH PIPE CULVERT (CMP)

170 LNFT $____________ $____________

A1059 60201-1100 42-INCH PIPE CULVERT (CMP)

85 LNFT $____________ $____________

A1060 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

8 EACH $____________ $____________

A1061 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

22 EACH $____________ $____________

A1062 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

13 EACH $____________ $____________

A1063 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

6 EACH $____________ $____________

A1064 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT

3 EACH $____________ $____________

A1065 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT

138 LNFT $____________ $____________

A1066 60404-1000 CATCH BASIN, FLH TYPE 1 (DROP INLET)

9 EACH $____________ $____________

A1067 60409-0900 INLET TOP, METAL FRAME AND GRATE, FLH TYPE 7

6 EACH $____________ $____________

A1068 60410-0000 SPRINGBOX

6 EACH $____________ $____________

A1069 60501-0000 STANDARD UNDERDRAIN SYSTEM

2,700 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1070 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

6,100 LNFT $____________ $____________

A1071 60901-1700 CURB, CONCRETE, 18-INCH DEPTH (BIG WATER CURB RAMP)

45 LNFT $____________ $____________

A1072 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (MOUNTABLE)

155 LNFT $____________ $____________

A1073 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (SPILL)

455 LNFT $____________ $____________

A1074 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (CATCH)

850 LNFT $____________ $____________

A1075 60915-1000 WHEELSTOP, CONCRETE

36 EACH $____________ $____________

A1076 61501-0100 SIDEWALK, CONCRETE

600 SQYD $____________ $____________

A1077 61503-2000 MEDIAN, EXPOSED AGGREGATE CONCRETE (RIVER ROCK INLAY)

600 SQYD $____________ $____________

A1078 61509-0000 DETECTABLE WARNING PANELS

21 SQYD $____________ $____________

A1079 61902-2100 GATE, METAL, 30 FEET WIDTH

1 EACH $____________ $____________

A1080 61921-1000 REMOVE AND RESET FENCE

256 LNFT $____________ $____________

A1081 62011-5100 STONE MASONRY CAP

1 EACH $____________ $____________

A1082 62013-2000 STONE MASONRY WALL

2 SQYD $____________ $____________

A1083 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1084 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

80 HOUR $____________ $____________

A1085 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1086 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

80 HOUR $____________ $____________

A1087 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

80 HOUR $____________ $____________

A1088 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1089 62301-0000 GENERAL LABOR

240 HOUR $____________ $____________

A1090 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

160 HOUR $____________ $____________

A1091 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

200 HOUR $____________ $____________

A1092 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

14.2 ACRE $____________ $____________

A1093 62510-2000 SEEDING, HYDRAULIC METHOD

14.2 ACRE $____________ $____________

A1094 62636-2000 BUNDLES, WILLOW

200 EACH $____________ $____________

A1095 62901-1400 ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

7,000 SQYD $____________ $____________

A1096 63301-0000 SIGN SYSTEM

107 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1097 63308-3000 OBJECT MARKER, TYPE 3

100 EACH $____________ $____________

A1098 63318-1000 SNOW POLE HOLDER (TYPE 3)

13 EACH $____________ $____________

A1099 63318-1000 SNOW POLE HOLDER (TYPE 2)

1 EACH $____________ $____________

A1100 63318-1000 SNOW POLE HOLDER (TYPE 1)

34 EACH $____________ $____________

A1101 63401-0850 PAVEMENT MARKINGS, TYPE D, DOTTED (4-INCH, WHITE)

851 LNFT $____________ $____________

A1102 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID (YIELD TRIANGLES)

216 LNFT $____________ $____________

A1103 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID (24-INCH, WHITE)

1,548 LNFT $____________ $____________

A1104 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID (4-INCH, WHITE)

823 LNFT $____________ $____________

A1105 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID (4-INCH, WHITE)

10.2 MILE $____________ $____________

A1106 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID (4-INCH, DOUBLE YELLOW)

11.5 MILE $____________ $____________

A1107 63405-2890 PAVEMENT MARKINGS, TYPE H (SHARROW)

70 EACH $____________ $____________

A1108 63405-2890 PAVEMENT MARKINGS, TYPE H (SYMBOLS, BICYCLIST)

7 EACH $____________ $____________

A1109 63405-2950 PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW

20 EACH $____________ $____________

A1110 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

9 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A1111 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A1112 63601-3000 SYSTEM INSTALLATION, ELECTRICAL

ALL LPSM $___LPSM_____ $____________

A1113 63621-1000 UTILITY BOX, PULLBOX (TELECOMMUNICATIONS)

16 EACH $____________ $____________

A1114 63621-1000 UTILITY BOX, PULLBOX (POWER)

22 EACH $____________ $____________

A1115 63622-0000 UTILITY TRENCH (TELECOMMUNICATIONS)

675 LNFT $____________ $____________

A1116 63622-0000 UTILITY TRENCH (JOINT)

15,800 LNFT $____________ $____________

A1117 63622-0000 UTILITY TRENCH (POWER)

500 LNFT $____________ $____________

A1118 64603-0800 FIXTURE, KIOSK (DOUBLE PANEL)

4 EACH $____________ $____________

A1119 64603-0800 FIXTURE, KIOSK (NARROW SINGLE PANEL)

1 EACH $____________ $____________

A1120 64603-0800 FIXTURE, KIOSK (SINGLE PANEL)

1 EACH $____________ $____________

A1121 64603-1000 FIXTURE, VAULT TOILET (DOUBLE)

1 EACH $____________ $____________

A1122 64603-1000 FIXTURE, VAULT TOILET (SINGLE)

6 EACH $____________ $____________

A1123 64605-0000 FIXTURE (INTERPRETIVE RAIL FOOTING)

ALL LPSM $___LPSM_____ $____________

A1124 64620-1100 REMOVE AND RESET KIOSK

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 16

A1125 64704-1000 MITIGATION, STREAMBED MATERIAL

400 CUYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

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-17

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-18

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-19

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-20

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-21

BUY AMERICAN-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-22

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-23

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 24 (REV. 10/2023)

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: 9000-0001

Expiration Date: 1/31/2027 Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of

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

Street, NW, Washington, DC 20405.

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT

OF BID

PRICE

20%

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER

6982AF24B000015 MILLION(S)

THOUSAND(S)

HUNDRED(S)

CENTS

00 FOR (Construction, Supplies or

Services) Construction

OBLIGATION:

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

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

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

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

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

WITNESS:

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

PRINCIPAL

SIGNATURE(S)

1.

(Seal)

2.

(Seal)

3.

(Seal) Corporate

Seal

NAME(S) &

TITLE(S)

(Typed)

1. 2. 3.

INDIVIDUALSURETY(IES)

SIGNATURE(S) 1.

(Seal)

2.

(Seal)

NAME(S)

(Typed)

1. 2.

CORPORATE SURETY(IES)

SU

R

ET

Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

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

INDIVIDUAL PARTNERSHIP JOINT VENTURE

CORPORATION OTHER (Specify)

STATE OF INCORPORATION

B-1

STANDARD FORM 24 (REV. 10/2023) BACK

INSTRUCTIONS

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

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

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

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

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

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

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

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

7. In its application to negotiated…