IFB 6982AF22B000033 Lakeshore Road.pdf

INVITATION FOR BID

SOLICITATION NUMBER:

SOLICITATION TYPE:

PROJECT NUMBER:

PROJECT NAME:

6982AF22B000033

FULL AND OPEN COMPETITION (UNRESTRICTED)

NM FLAP SIE 10(1)

LAKESHORE 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

PROJECT NM FLAP SIE 10(1)

LOCATION ELEPHANT BUTTE STATE PARK

COUNTY SIERRA

STATE NEW MEXICO

LENGTH SCHEDULE A: 0.42 MILES

OPTION X: 0.27 MILES

OPTION Y: 0.21 MILES

TYPE OF IMPROVEMENT ROAD RECONSTRUCTION, ROAD

REHABILITATION, DRAINAGE

IMPROVEMNTS, BRIDGE

CONSTRUCTION

TABLE OF CONTENTS

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

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

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

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

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-20 Division 200 ................................................................................................................... E-41 Division 300 ................................................................................................................... E-46 Division 400 ................................................................................................................... E-48 Division 500 ................................................................................................................... E-51 Division 600 ................................................................................................................... E-55 Division 700 ................................................................................................................... E-70

APPENDICES

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

Appendix B ................................... Elephant Butte State Parks Major Fire Evacuation Plan

Appendix C ..................................................... Sample Small Business Subcontracting Plan

PROJECT OVERVIEW

This project will be constructing new box culverts and bridges within Elephant Butte State Park and Elephant Butte Reservoir.

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-22

Completed an applicable Authority to Bind certificate, pages A-23 through A-27

Buy American Act & Hazardous Materials, Pages A-28 through A-29

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

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

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

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

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

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

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

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

A-ii

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

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

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

4.1102. Register online at www.sam.gov.

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

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

My firm had a qualifying Federal Contract in 2022 and has complied with the reporting requirements.

My firm did not have a qualifying Federal Contract in 2022 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).

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON MAY 7, 2023

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

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

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

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

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

II. POST AWARD INFORMATION

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

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

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

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

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

A-iv 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 C for Sample Small Business Subcontracting Plan.

NOTE:

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

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

SB 43.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

EEBACS - Contractors shall use the Government’s web-based system, Engineer’s Estimating, Bidding, Award, and Construction System (EEBACS), to prepare all “Inspector’s Daily Record of Construction Operations” (Contractors Daily Reports) and measurement notes (pay notes).

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

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

See Subsection 108.01.

A user guide, “EEBACS for Construction Contractors”, is available. An electronic version can be found at https://highways.dot.gov/federal-lands/estimates/eebacs-guide

New Mexico Gross Receipts and Compensating Tax Act – Contractors are responsible to understand the tax laws associated with the New Mexico gross receipts tax, pursuant to the Gross Receipts and Compensating Tax Act of New Mexico.

A-1

SOLICITATION, OFFER 2. TYPE OF SOLICITATION 3. DATE ISSUED PAGE OF

AND AWARD @ SEALED BID (IFB) PAGES

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF22B000033

□ NEGOTIATED (RFP)

04/14/2023 1 of2

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

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

HFLCEO230199PR NM FLAP SIE 10(1)

7. ISSUED BY : I CODE: 69050001 I 8. ADDRESS OFFER TO:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

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

9. FOR INFORMATION CALL

I A. NAME: B. TELEPHONE NO. (Include area code)

SEEPAGE A-3 SEEPAGE A-3 SEEPAGE 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 _lQ_ calendar days and complete it within _* _ calendar days after receiving D award 1K] notice to proceed. The performance period islKJ mandatory D negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS? 12B. CALENDAR DAYS

(If "YES," indicate within how many calendar days after award in Item 12B.) 1K) YES 0 NO 10

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:Q.m. (hour) local time on 5/17/23 (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 1K] is D 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_@__ 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-l(d)

A-2

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

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

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

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

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

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

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

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

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

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

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

FP-14.

ESTIMATED

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

A-3

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.

Basis for Award

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

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

A-4

Partnering

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

CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and 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:NM FLAP SIE 10(1)

Project Name:Lakeshore Road

A - 7

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

20803-0000 STRUCTURAL BACKFILL (native soil)

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDER (CEDAR CANYON BRIDGE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-0900 BRIDGE RAILING, STEEL

55601-0900 BRIDGE RAILING, STEEL (NM Type A32)

55901-2000 MEMBRANE WATERPROOFING, TYPE 2

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 15215-2000 SURVEY AND STAKING, BRIDGE

1 EACH $____________ $____________

A0060 15215-5000 SURVEY AND STAKING, BOX CULVERT

1 EACH $____________ $____________

A0080 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.419 MILE $____________ $____________

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.838 MILE $____________ $____________

A0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0180 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A0200 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0220 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0240 20101-0000 CLEARING AND GRUBBING

3.00 ACRE $____________ $____________

A0260 20301-1200 REMOVAL OF HEADWALL

2 EACH $____________ $____________

A0280 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

A0300 20301-2400 REMOVAL OF SIGN

13 EACH $____________ $____________

A0320 20302-1200 REMOVAL OF GUARDRAIL

1,050 LNFT $____________ $____________

A0340 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A0360 20310-1000 PLUG, EXISTING PIPE

2 EACH $____________ $____________

A0380 20402-0000 SUBEXCAVATION

50 CUYD $____________ $____________

A0400 20420-0000 EMBANKMENT CONSTRUCTION

10,700 CUYD $____________ $____________

A0420 20801-0000 STRUCTURE EXCAVATION

1,215 CUYD $____________ $____________

A0440 20803-0000 STRUCTURAL BACKFILL

55 CUYD $____________ $____________

A0460 20803-0000 STRUCTURAL BACKFILL (native soil)

240 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0480 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

995 CUYD $____________ $____________

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,800 TON $____________ $____________

A0540 40301-0000 ASPHALT CONCRETE PAVEMENT

1,200 TON $____________ $____________

A0560 40601-0000 FOG SEAL

4.0 TON $____________ $____________

A0580 41102-1000 PRIME COAT, METHOD 1

7,600 SQYD $____________ $____________

A0600 41105-0000 BLOTTER

11.0 TON $____________ $____________

A0620 41201-0000 TACK COAT

4.0 TON $____________ $____________

A0640 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

546 CUYD $____________ $____________

A0660 55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDER (CEDAR CANYON BRIDGE)

436 LNFT $____________ $____________

A0680 55401-1000 REINFORCING STEEL

84,700 LB $____________ $____________

A0700 55401-2000 REINFORCING STEEL, EPOXY COATED

46,500 LB $____________ $____________

A0720 55601-0900 BRIDGE RAILING, STEEL

155 LNFT $____________ $____________

A0740 55601-0900 BRIDGE RAILING, STEEL (NM Type A32)

280 LNFT $____________ $____________

A0760 55901-2000 MEMBRANE WATERPROOFING, TYPE 2

325 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0780 56401-1000 BEARING DEVICE, ELASTOMERIC

8 EACH $____________ $____________

A0800 56501-0300 DRILLED SHAFT, 30-INCH DIAMETER

360 LNFT $____________ $____________

A0820 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS

100 LNFT $____________ $____________

A0840 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

4 EACH $____________ $____________

A0860 61707-0000 STRUCTURE TRANSITION RAILING

200 LNFT $____________ $____________

A0880 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

A0900 62201-2750 MOTOR GRADER

10 HOUR $____________ $____________

A0920 62201-3000 HYDRAULIC EXCAVATOR

10 HOUR $____________ $____________

A0940 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

A0960 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

A0980 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

A1000 62407-0000 PLACING CONSERVED TOPSOIL

1,350 CUYD $____________ $____________

A1020 62510-2000 SEEDING, HYDRAULIC METHOD

2.5 ACRE $____________ $____________

A1040 62515-2000 MULCHING, HYDRAULIC METHOD

2.5 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1060 63301-0000 SIGN SYSTEM

8 EACH $____________ $____________

A1080 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

18,600 LNFT $____________ $____________

A1100 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A1120 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

90 EACH $____________ $____________

A1140 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

A1160 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

20 EACH $____________ $____________

A1180 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.40 MILE $____________ $____________

A1200 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

160 HOUR $____________ $____________

A1220 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

62 WEEK $____________ $____________

A1240 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1260 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (Including Remove and Restore for Site

1 - Hot Springs Landing)

ALL LPSM $___LPSM_____ $____________

A1280 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (Including Remove and Restore for Site

4 - Cedar Canyon)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-3400 PRECAST, PRESTRESSED CONCRETE BOX BEAM (LONG POINT BRIDGE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-0900 BRIDGE RAILING, STEEL (NM Type A32)

56401-1000 BEARING DEVICE, ELASTOMERIC

61707-0000 STRUCTURE TRANSITION RAILING

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

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15215-2000 SURVEY AND STAKING, BRIDGE

1 EACH $____________ $____________

X0060 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.272 MILE $____________ $____________

X0080 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.544 MILE $____________ $____________

X0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0160 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

X0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

X0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 14

X0220 20101-0000 CLEARING AND GRUBBING

3.90 ACRE $____________ $____________

X0240 20301-2400 REMOVAL OF SIGN

13 EACH $____________ $____________

X0260 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

X0280 20401-0000 ROADWAY EXCAVATION

13,500 CUYD $____________ $____________

X0300 20402-0000 SUBEXCAVATION

100 CUYD $____________ $____________

X0320 20801-0000 STRUCTURE EXCAVATION

130 CUYD $____________ $____________

X0340 20803-0000 STRUCTURAL BACKFILL

86 CUYD $____________ $____________

X0360 21101-1000 ROADWAY OBLITERATION, METHOD 1

1,600 SQYD $____________ $____________

X0380 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

100 CUYD $____________ $____________

X0400 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,800 TON $____________ $____________

X0440 40301-0000 ASPHALT CONCRETE PAVEMENT

750 TON $____________ $____________

X0460 40601-0000 FOG SEAL

2.0 TON $____________ $____________

X0480 41102-1000 PRIME COAT, METHOD 1

4,800 SQYD $____________ $____________

X0500 41105-0000 BLOTTER

7.0 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 15

X0520 41201-0000 TACK COAT

2.5 TON $____________ $____________

X0540 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

260 CUYD $____________ $____________

X0560 55302-3400 PRECAST, PRESTRESSED CONCRETE BOX BEAM (LONG POINT BRIDGE)

345 LNFT $____________ $____________

X0580 55401-1000 REINFORCING STEEL

19,300 LB $____________ $____________

X0600 55401-2000 REINFORCING STEEL, EPOXY COATED

28,400 LB $____________ $____________

X0620 55601-0900 BRIDGE RAILING, STEEL (NM Type A32)

188 LNFT $____________ $____________

X0640 56401-1000 BEARING DEVICE, ELASTOMERIC

20 EACH $____________ $____________

X0660 56501-0300 DRILLED SHAFT, 30-INCH DIAMETER

240 LNFT $____________ $____________

X0680 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS

100 LNFT $____________ $____________

X0700 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

4 EACH $____________ $____________

X0720 61707-0000 STRUCTURE TRANSITION RAILING

200 LNFT $____________ $____________

X0740 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

5 HOUR $____________ $____________

X0760 62201-2750 MOTOR GRADER

5 HOUR $____________ $____________

X0780 62201-3000 HYDRAULIC EXCAVATOR

5 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 16

X0800 62301-0000 GENERAL LABOR

10 HOUR $____________ $____________

X0820 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

5 HOUR $____________ $____________

X0840 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

5 HOUR $____________ $____________

X0860 62407-0000 PLACING CONSERVED TOPSOIL

1,300 CUYD $____________ $____________

X0880 62510-2000 SEEDING, HYDRAULIC METHOD

2.7 ACRE $____________ $____________

X0900 62515-2000 MULCHING, HYDRAULIC METHOD

2.7 ACRE $____________ $____________

X0920 63301-0000 SIGN SYSTEM

1 EACH $____________ $____________

X0940 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

X0960 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

12,600 LNFT $____________ $____________

X0980 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

X1000 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

60 EACH $____________ $____________

X1020 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

X1040 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

10 EACH $____________ $____________

X1060 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.30 MILE $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 17

X1080 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

80 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

A - 18

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL (native soil)

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

55601-0900 BRIDGE RAILING, STEEL

55901-2000 MEMBRANE WATERPROOFING, TYPE 2

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

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15215-5000 SURVEY AND STAKING, BOX CULVERT

1 EACH $____________ $____________

Y0060 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.214 MILE $____________ $____________

Y0080 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.428 MILE $____________ $____________

Y0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0160 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

Y0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

Y0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y0220 20101-0000 CLEARING AND GRUBBING

1.60 ACRE $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 19

Y0240 20301-1200 REMOVAL OF HEADWALL

2 EACH $____________ $____________

Y0260 20301-1900 REMOVAL OF PIPE CULVERT

3 EACH $____________ $____________

Y0280 20301-2400 REMOVAL OF SIGN

7 EACH $____________ $____________

Y0300 20402-0000 SUBEXCAVATION

50 CUYD $____________ $____________

Y0320 20420-0000 EMBANKMENT CONSTRUCTION

3,500 CUYD $____________ $____________

Y0340 20801-0000 STRUCTURE EXCAVATION

1,150 CUYD $____________ $____________

Y0360 20803-0000 STRUCTURAL BACKFILL (native soil)

240 CUYD $____________ $____________

Y0380 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

50 CUYD $____________ $____________

Y0400 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,300 TON $____________ $____________

Y0440 40301-0000 ASPHALT CONCRETE PAVEMENT

520 TON $____________ $____________

Y0460 40601-0000 FOG SEAL

1.5 TON $____________ $____________

Y0480 41102-1000 PRIME COAT, METHOD 1

3,300 SQYD $____________ $____________

Y0500 41105-0000 BLOTTER

5.0 TON $____________ $____________

Y0520 41201-0000 TACK COAT

1.5 TON $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 20

Y0540 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

287 CUYD $____________ $____________

Y0560 55401-1000 REINFORCING STEEL

73,900 LB $____________ $____________

Y0580 55601-0900 BRIDGE RAILING, STEEL

157 LNFT $____________ $____________

Y0600 55901-2000 MEMBRANE WATERPROOFING, TYPE 2

325 SQYD $____________ $____________

Y0620 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

5 HOUR $____________ $____________

Y0640 62201-2750 MOTOR GRADER

5 HOUR $____________ $____________

Y0660 62201-3000 HYDRAULIC EXCAVATOR

5 HOUR $____________ $____________

Y0680 62301-0000 GENERAL LABOR

10 HOUR $____________ $____________

Y0700 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

5 HOUR $____________ $____________

Y0720 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

5 HOUR $____________ $____________

Y0740 62407-0000 PLACING CONSERVED TOPSOIL

700 CUYD $____________ $____________

Y0760 62510-2000 SEEDING, HYDRAULIC METHOD

1.4 ACRE $____________ $____________

Y0780 62515-2000 MULCHING, HYDRAULIC METHOD

1.4 ACRE $____________ $____________

Y0800 63301-0000 SIGN SYSTEM

8 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 21

Y0820 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

9,500 LNFT $____________ $____________

Y0840 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

Y0860 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

50 EACH $____________ $____________

Y0880 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Y0900 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

10 EACH $____________ $____________

Y0920 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.20 MILE $____________ $____________

Y0940 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

80 HOUR $____________ $____________

Y0960 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (Including Remove and Restore for Site

2 - Rock Canyon)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 22

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base

Schedule X - Option

Schedule Y - Option

Total - Schedules

Submitted By: ________________________________

Bid Schedule

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

certification with your offer/bid.

Corporate Certificate

I, (name), certify that I am the

(title), of the corporation named as the

Offeror/Principal herein;

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

(title) of this corporation;

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

(signature) Affix Corporate Seal

(title)

A-23

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-24

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-25

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

Authority to Bind Joint Venture

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

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

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

Officer.

(Include names and signatures of all applicable individuals)

A-26

INSTRUCTIONS: When the offeror/principal is a sole proprietorship, include this

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 gn must be provided with the offer/bid.

A-27

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-28

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-29

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

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

BID BOND

(See instructions on reverse)

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

Expiration Date: 8/31/2025

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

Street, NW, Washington, DC 20405.

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT

OF BID

PRICE

20%

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER

6982AF22B000033MILLION(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)

S U

R E

T Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

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

INDIVIDUAL PARTNERSHIP JOINT VENTURE

CORPORATION OTHER (Specify)

STATE OF INCORPORATION

B- 1

STANDARD FORM 24 (REV. 8/2016) BACK

INSTRUCTIONS

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

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

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

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

(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed

"CORPORATE SURETY(IES)." In the space designated "SURETY(IES)" on the face of the form, insert only the letter identifier corresponding to each of the sureties. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.

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

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

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

7. In its application to negotiated contracts, the terms…