6982AF23B000010 IFB OK FLAP 10(1) Lake Thunderbird Access .pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF23B000010

SOLICITATION TYPE: SMALL BUSINESS SET-ASIDE

PROJECT NUMBER: OK FLAP CLE 10(1)

PROJECT NAME: LAKE THUNDERBIRD ACCESS

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 OK FLAP CLE 10(1)

LOCATION LAKE THUNDERBIRD STATE PARK

COUNTY CLEVELAND

STATE OKLAHOMA

LENGTH SCHEDULE A: 0.74 MILES

SCHEDULE B: 0.17 MILES

TYPE OF IMPROVEMENT ROAD REHABILITATION: FULL DEPTH

RECLAMATION, ASPHALT CONCRETE

PAVEMENT, CULVERTS, SIGNAGE,

PAVEMENT MARKINGS

PARKING REHABILITATION: FULL

DEPTH RECLAMATION, ASPHALT

CONCRETE PAVEMENT, CONCRETE

SIDEWALK, CONCRETE CURB,

CONCRETE RETAINING WALL, ADA

ACCESSIBILITY, SIGNAGE, PAVEMENT

MARKINGS

ROAD REHIBILITATION:

SUBEXCAVATION, FULL DEPTH

RECLAMATION, ASPHALT CONCRETE

PAVEMENT, SIGNAGE PAVEMENT

MARKINGS

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-18 Division 200 ................................................................................................................... E-39 Division 300 ................................................................................................................... E-43 Division 400 ................................................................................................................... E-45 Division 500 .......................................................................................................... See FP-14 Division 600 ................................................................................................................... E-49 Division 700 ................................................................................................................... E-61

APPENDICES

Appendix A ............................................................................................................. Fire Plan

PROJECT OVERVIEW

This rehabilitation (3R) project consists full depth reclamation (FDR) and asphalt overlay of 0.91 miles of two road segments and one parking area. The terrain consists of rolling hills varying in elevations from 1086 feet to 1138 feet.

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-17

• Completed an applicable Authority to Bind certificate, pages A-18 through A-22

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

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

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.

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

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

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

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

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

A-ii

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

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

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

4.1102. Register online at www.sam.gov.

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

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

• My firm had a qualifying Federal Contract in 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

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

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

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

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

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

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

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON MARCH 30, 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

FAR 36.211 requires a description of the Federal Highway Administration’s (FHWA) procedures that apply to definitization of equitable adjustments for change orders under construction contracts.

It also requires that FWHA furnish data on the agency’s past performance, for the prior 3 fiscal years, regarding the time required to definitize equitable adjustments for change orders under construction contracts.

Change orders as defined in FAR 2.101 are changes to the contract work pursuant to FAR 52.243-4, Changes.

There are no agency-specific additional policies and procedures that exist at this time.

The table below contains data regarding the definitization of equitable adjustments for change orders under construction contracts by fiscal year (FY).

Time to definitize after receipt of an adequate change order definitization proposal under construction contracts

Number of change order proposals definitized under construction contracts

FY 2020 FY 2021 FY 2022

0 to 30 days 0 0 0 31 to 60 days 0 0 1 61 to 90 days 0 1 0 91 to 180 days 0 2 2 181 to 365 days 1 1 0 366 or more days 1 4 2 mailto:CFLContracts@dot.gov https://sam.gov/ https://www.acquisition.gov/far/part-52#FAR_52_243_4 https://www.acquisition.gov/far/part-52#FAR_52_243_4

A-iv

Time to definitize after receipt of an adequate change order definitization proposal under construction contracts

Number of change order proposals definitized under construction contracts

FY 2020 FY 2021 FY 2022

After completion of contract performance via a contract modification addressing all undefinitized equitable adjustments received during contract performance

0 0 0

II. POST AWARD INFORMATION

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

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

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

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

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

See Subsection 108.01.

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF23B000010

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

03/09/2023

PAGE OF

PAGES

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

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

HFLCEO230136PR

6. PROJECT NO.

OK FLAP CLE 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:

Eric Grosskreuz, Acquisition Program 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

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 04/12/23 (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 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-2

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)

DUNS NO.

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

AMOUNTS

SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE

20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE:

27. PAYMENT WILL BE MADE BY

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

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

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

A-3

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

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

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

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 $2,000,000 and $5,000,000.

https://sam.gov/

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and one option. Before preparing the bid, carefully read the Solicitation Provisions and the following:

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

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

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

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

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

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 and Option X.

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

Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 30 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

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

A-5

Partnering

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

CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and it’s subcontractors to establish a Partnering relationship on this project.

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

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

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

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

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

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:OK FLAP CLE 10(1)

Project Name:Lake Thunderbird Access

A - 6

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

3 EACH $____________ $____________

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

0.737 MILE $____________ $____________

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.737 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_____ $____________

A0200 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0220 20301-1900 REMOVAL OF PIPE CULVERT

1 EACH $____________ $____________

A0240 20301-2000 REMOVAL OF PIPE END SECTION

1 EACH $____________ $____________

A0260 20301-2400 REMOVAL OF SIGN

8 EACH $____________ $____________

A0280 20302-0400 REMOVAL OF CURB, ASPHALT

1,670 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OK FLAP CLE 10(1)

A - 7

A0300 20302-2310 REMOVAL OF CABLE LINE (Traffic Detector)

30 LNFT $____________ $____________

A0320 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

3 SQYD $____________ $____________

A0340 20401-0000 ROADWAY EXCAVATION

600 CUYD $____________ $____________

A0360 20402-0000 SUBEXCAVATION

10 CUYD $____________ $____________

A0380 20425-1000 DITCH, EXCAVATION

1,160 LNFT $____________ $____________

A0400 25701-0400 CONTRACTOR FURNISHED REINFORCED CONCRETE RETAINING WALL

DESIGN

ALL LPSM $___LPSM_____ $____________

A0420 25801-0000 REINFORCED CONCRETE RETAINING WALL

260 SQFT $____________ $____________

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2

450 TON $____________ $____________

A0460 30502-0800 FULL DEPTH RECLAMATION WITH CEMENT, 8-INCH DEPTH

19,370 SQYD $____________ $____________

A0480 30510-0000 CEMENTITIOUS MATERIAL

330 TON $____________ $____________

A0500 40301-0000 ASPHALT CONCRETE PAVEMENT

3,980 TON $____________ $____________

A0520 40601-0000 FOG SEAL

11.5 TON $____________ $____________

A0540 41101-1000 PRIME COAT, METHOD 1

16.5 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OK FLAP CLE 10(1)

A - 8

A0560 41105-0000 BLOTTER

5 TON $____________ $____________

A0580 41201-0000 TACK COAT

8.0 TON $____________ $____________

A0600 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

89 SQYD $____________ $____________

A0620 60201-0600 18-INCH PIPE CULVERT

30 LNFT $____________ $____________

A0640 60201-0800 24-INCH PIPE CULVERT

38 LNFT $____________ $____________

A0660 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

3 EACH $____________ $____________

A0680 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

A0700 60704-0000 CLEANING CULVERT IN PLACE

4 EACH $____________ $____________

A0720 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

1,600 LNFT $____________ $____________

A0740 60915-1000 WHEELSTOP, CONCRETE

8 EACH $____________ $____________

A0760 61401-0000 LEAN CONCRETE BACKFILL

4 CUYD $____________ $____________

A0780 61501-0100 SIDEWALK, CONCRETE

150 SQYD $____________ $____________

A0800 61504-1000 ACCESSIBILITY RAMP, CONCRETE

30 SQYD $____________ $____________

A0820 61509-0000 DETECTABLE WARNING PANELS

10 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OK FLAP CLE 10(1)

A - 9

A0840 61801-0000 CONCRETE BARRIER

90 LNFT $____________ $____________

A0860 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A0880 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

80 HOUR $____________ $____________

A0900 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A0920 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

80 HOUR $____________ $____________

A0940 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

80 HOUR $____________ $____________

A0960 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A0980 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

A1000 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

A1020 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

A1040 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

5,700 SQYD $____________ $____________

A1060 62510-2000 SEEDING, HYDRAULIC METHOD

1.18 ACRE $____________ $____________

A1080 62515-2000 MULCHING, HYDRAULIC METHOD

1.18 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OK FLAP CLE 10(1)

A - 10

A1100 62520-0000 FERTILIZER

1.18 ACRE $____________ $____________

A1120 63301-0000 SIGN SYSTEM

14 EACH $____________ $____________

A1140 63308-1000 OBJECT MARKER, TYPE 1

6 EACH $____________ $____________

A1160 63316-1000 REMOVE AND RESET SIGN

3 EACH $____________ $____________

A1180 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED

788 LNFT $____________ $____________

A1200 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

4.500 MILE $____________ $____________

A1220 63405-0050 PAVEMENT MARKINGS, SYMBOLS

52 EACH $____________ $____________

A1240 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A1260 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

A1280 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

10 EACH $____________ $____________

A1300 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

20 EACH $____________ $____________

A1320 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1340 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

24 LNFT $____________ $____________

A1360 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

367 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OK FLAP CLE 10(1)

A - 11

A1380 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.737 MILE $____________ $____________

A1400 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,000 HOUR $____________ $____________

A1420 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

400 HOUR $____________ $____________

A1440 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

1 EACH $____________ $____________

A1460 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1480 64604-1000 FIXTURE, HANDRAIL

240 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:OK FLAP CLE 10(1)

A - 12

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

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

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

0.161 MILE $____________ $____________

X0060 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.161 MILE $____________ $____________

X0080 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0140 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

X0160 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

X0180 20301-1900 REMOVAL OF PIPE CULVERT (CUT CULVERT)

1 EACH $____________ $____________

X0200 20301-2400 REMOVAL OF SIGN

1 EACH $____________ $____________

X0220 20401-0000 ROADWAY EXCAVATION

80 CUYD $____________ $____________

X0240 20402-0000 SUBEXCAVATION

810 CUYD $____________ $____________

X0260 20425-1000 DITCH, EXCAVATION

620 LNFT $____________ $____________

X0280 30202-2000 ROADWAY AGGREGATE, METHOD 2

36 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:OK FLAP CLE 10(1)

A - 13

X0300 30502-0800 FULL DEPTH RECLAMATION WITH CEMENT, 8-INCH DEPTH

2,370 SQYD $____________ $____________

X0320 30510-0000 CEMENTITIOUS MATERIAL

40 TON $____________ $____________

X0340 40301-0000 ASPHALT CONCRETE PAVEMENT

430 TON $____________ $____________

X0360 40601-0000 FOG SEAL

1.4 TON $____________ $____________

X0380 41101-1000 PRIME COAT, METHOD 1

2.0 TON $____________ $____________

X0400 41105-0000 BLOTTER

2 TON $____________ $____________

X0420 41201-0000 TACK COAT

1.0 TON $____________ $____________

X0440 60704-0000 CLEANING CULVERT IN PLACE

1 EACH $____________ $____________

X0460 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X0480 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

20 HOUR $____________ $____________

X0500 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

X0520 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

20 HOUR $____________ $____________

X0540 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:OK FLAP CLE 10(1)

A - 14

X0560 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X0580 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

X0600 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

X0620 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

1,650 SQYD $____________ $____________

X0640 62510-2000 SEEDING, HYDRAULIC METHOD

0.35 ACRE $____________ $____________

X0660 62515-2000 MULCHING, HYDRAULIC METHOD

0.35 ACRE $____________ $____________

X0680 62520-0000 FERTILIZER

0.35 ACRE $____________ $____________

X0700 63301-0000 SIGN SYSTEM

1 EACH $____________ $____________

X0720 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

0.850 MILE $____________ $____________

X0740 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

X0760 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

X0780 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

10 EACH $____________ $____________

X0800 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

20 EACH $____________ $____________

X0820 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

24 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:OK FLAP CLE 10(1)

A - 15

X0840 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

367 SQFT $____________ $____________

X0860 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.161 MILE $____________ $____________

X0880 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

210 HOUR $____________ $____________

X0900 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

80 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:OK FLAP CLE 10(1)

A - 16

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 12)

Schedule X - Option(Page A - 16)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:OK FLAP CLE 10(1)

A - 17

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 - 18

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 - 19

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 - 20

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 - 21

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 - 22

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

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

NOTE TO CONTRACTOR:

The following information and any applicable supporting data is required for evaluation of requests under FAR Clause 52.225-9 Paragraph (c) & (d) and FAR Provision 52.225-10 Paragraph (b).

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

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

A - 23

HAZARDOUS MATERIALS

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the FAR clause and defined under the latest version of Federal Standard No. 313.

Hazardous Material

Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.

Use of fly ash and ground granulated blast furnace slag and construction materials containing fly ash and ground granulated blast furnace slag on Federal Lands Highway Projects:

• It is the policy of the United States Government that fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag shall have maximum practicable opportunity for incorporation into its construction projects.

• The Contractor agrees to investigate the use of fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag to the fullest extent consistent with the efficient performance of this contract. Both the contractor and the subcontractors are urged to seek out suppliers of fly ash and ground granulated blast furnace slag, cement and concrete containing fly ash and ground granulated blast furnace slag and to solicit bids for these materials.

• Names of firms that supply fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag are available from the American Coal Ash Association and the National Slag Association.

A - 24

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

INDIVIDUAL PARTNERSHIP JOINT VENTURE

CORPORATION OTHER (Specify)

STATE OF INCORPORATION

Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 1 hour to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F Street, NW, Washington, DC 20405.

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT

OF BID

PRICE

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER

MILLION(S) THOUSAND(S) HUNDRED(S) CENTS

FOR (Construction, Supplies or Services)

OBLIGATION:

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

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

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

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

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

WITNESS:

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

PRINCIPAL

SIGNATURE(S)

1.

(Seal)

2.

(Seal)

3.

(Seal) Corporate Seal NAME(S) &

TITLE(S)

(Typed)

1. 2. 3.

INDIVIDUAL SURETY(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.

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

Prescribed by GSA - FAR (48 CFR) 53.228(a)

BID BOND

(See instructions on reverse)

OMB Control Number: 9000-0045 Expiration Date: 8/31/2025

DATE BOND EXECUTED (Must not be later than bid opening date)

B - 1

6982AF23B000010

SU

R

ET

Y

B

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

SU

R

ET

Y

C

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

SU

R

ET

Y

D NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

SU

R

ET

Y

E

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

SU

R

ET

Y

F

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

SU

R

ET

Y

G

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

INSTRUCTIONS

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

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond. 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 "bid" and "bidder" shall include "proposal" and "offeror."

STANDARD FORM 24 (REV. 8/2016) BACK

B - 2

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

BIDDER’S INFORMATION

INSTRUCTIONS: Answer all questions on this form inserting "none" or "not applicable" where appropriate. If more space is required attach additional sheets. Return the signed, dated and completed form with the bid to the address shown in the invitation for bids on or before the time set for bid opening. The prospective bidder shall provide any additional information requested by the Government during evaluation of the bids.

If the prospective bidder is a joint venture or general partnership, a separate Bidder's Qualifications form shall be provided individually for each joint venture participant or partner.

1. Name and address of business:

Name Unique Entity ID (See FAR Provision 52.204-6) *

Street Employer ID Number (EIN)*

City State Zip Code

* Necessary for Government reporting purposes only.

County

Telephone Number (Include Area Code)

Fax Number (Include Area Code) E-mail address

2. a. Type of organization (check appropriate box):

If a Foreign entity:

Individual

Non-profit organization

Corporation

Partnership

Joint Venture

Registered in:

b. Size and type of Business Concern (check appropriate boxes):

Large Business Concern

Small Disadvantaged Business Concern

Emerging Small Business

Small Business Concern

Women-Owned Small Business

SBA 8(a) Certified

HUB Zone Business Concern

Veteran Owned Business Concern

Service-Disabled Veteran-Owned Business Concern

Individual

Non-profit organization

Corporation

Partnership

Joint Venture

Incorporated in:

B - 3

3. If a joint venture or general partnership:

a. Provide the name under which the project will be bid, the home office address, and name of the principal who will represent the company with regard to this project if different from "1." above.

Principal

Business Name

Street

City State Zip Code

b. Provide the name and home office addresses of each of the joint venture partners; indicate which partner is the sponsoring partner. Attach a separate sheet for additional partners.

Sponsoring Partner Other Partner

Street Street

City State Zip Code City State Zip Code

4. Date organization established: _______________________

5. Name of succeeded business, if any: _________________________________________________________

6. How many years have you been in business as:

a. General contractor years.

b. Subcontractor…