IFB_69056723B0000022_OR FLAP POLK MITCHELL(1).pdf

INVITATION FOR BIDS

Solicitation No. 69056723B000022

Project Number: OR FLAP POLK MITCHELL(1), Project Name: Mitchell Street and Black Rock Road Reconstruction

Solicitation, Offer & Award, Bid Schedule, Contract Clauses, General Wage Decision, Special Contract Requirements, and Plans

This solicitation cites

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

This project uses U.S. Customary units of measure.

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

610 EAST FIFTH STREET

VANCOUVER, WA 98661-3801

Phone: (360) 619-7520 e-mail : wfl.contracts@dot.gov

Bid Opening Date:

See Page A-3, Block 13A

QUICK INDEX

Page Item --- Bid Submittal Checklist --- Authority to Sign --- Bid Bond --- Table of Contents A-1 Notice to Bidders A-3 SF 1442, Solicitation, Offer and

Award A-7 Bid Schedule B-1 Solicitation Provisions C-1 Contract Clauses D-1 General Wage Decision E-1 Special Contract Requirements H-1 Permits I-1 Fire Protection & Suppression

BID REMINDERS

Electronic bids will not be accepted. Submit printed copy of bid to the address listed on the enclosed SF 1442. Before submitting your bid, please review the following:

• Have you rechecked your bid figures?

• Have you completed the bid schedule?

• Have you completed and signed the SF 1442, Solicitation, Offer & Award?

• Have you acknowledged all amendments?

• Have you completed the Representations &

Certifications (Page B-1)?

• Is your bid guarantee enclosed in proper form and amount (see FAR Clause 52.228-1), including Power of Attorney affidavit?

• Does the lower left corner of the proposal envelope state “Bid Enclosed”?

• Does the lower left corner include the

Solicitation Number and the project number/name?

A-1 Notice to Bidders

This solicitation is a Total Small Business Set-aside

See FAR clause 52.219-6 mailto:wfl.contracts@fhwa.dot.gov

PROJECT No. OR FLAP POLK MITCHELL(1)

PROJECT NAME Mitchell Street and Black Rock Road Reconstruction

SCHEDULE A SCHEDULE B

LENGTH 0.604 miles 0.934 miles

COUNTY Polk

STATE Oregon

FIXED COMPLETION DATE See FAR Clause 52.211-10 (FAR Clauses begin on page C-1)

Bid Submittal Checklist

Project: OR FLAP POLK MITCHELL(1), Mitchell Street and Black Rock Road Reconstruction

Before submitting your bid, please review the following:

Done?

Is this in the envelope?

Bid Envelope

Did I correctly address the envelope? (See page A-3, blocks 7 & 8)

Does the lower left corner of the envelope include the Solicitation Number and the project name/number?

Pages A-3 & A-4 (SF 1442, Solicitation Offer & Award)

Did I include our firm name and address in block 14?

Did I include our firm’s phone number in block 15?

Did I include our firm’s remittance address in block 16?

(Use when different than block 14)

Did I include my unique entity identifier and Cage Code?

Did I include the number & date of all amendments in block 19?

Did the appropriate official sign/date in block 20A, 20B & 20C?

Bid Schedule (see page A-7)

Did I insert “Unit Bid Price” and “Amount Bid” for each bid item?

Did the appropriate official initial corrections?

When applicable, did I include the totals for each schedule in the summary page? (See last page of bid schedules.)

Bid Bond (Standard Form 24)

Bids received without a valid bid bond will be rejected.

Did I complete my bid bond correctly?

Did I include the original?

Did I attach the Power of Attorney to the bid bond?

Authority to Sign

Did I include a completed form for each person signing the SF1442 and Bid Bond?

Representations & Certifications & FAR Clause

Did I include the completed B-pages (beginning on B-1)?

Did I include the completed clause 1252.228-74 Notification of Payment Bond Protection (See page C-117)?

System for Award Management (SAM) SAM.gov

Do we have up-to-date data in SAM?

Veteran Reporting (FAR Clause 52.222-37) If applicable, did I ensure our firm has completed this annual report?

NOTE: The Contractor is fully responsible to verify that all data is correct each time a bid package is submitted. Failure to properly input and/or update your data may cause the bid to be rejected.

https://sam.gov/content/home

Driving Directions to our Vancouver Washington Office:

Directions to WFLHD https://www.google.com/maps/place/610+E+5th+St,+Vancouver,+WA+98661/data=!4m2!3m1!1s0x5495a8ae3f2d7083:0x5b7adcfa96ade37a?hl=en

Authority to Sign

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)

INSTRUCTIONS: When the offeror/principal is a limited liability company, 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)

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

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)

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)

INSTRUCTIONS: When the offeror/principal is a sole proprietorship, the signature on the offer/bid and on the bonds must be as follows:

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.

BID BOND

(See instructions on reverse)

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

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

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PERCENT

OF BID

PRICE

PENAL SUM OF BOND

AMOUNT NOT TO EXCEED

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

BID IDENTIFICATION

BID DATE INVITATION NUMBER

PRINCIPAL

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1. 2.

2.

3.

3.

(Seal) (Seal) (Seal) Corporate Seal

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

NAME(S)

(Typed)

1.

1.

2.

2.

(Seal) (Seal)

CORPORATE SURETY(IES)

SU

R

ET

Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

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

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.

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

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.

JOINT VENTURE

OTHER (Specify)

PARTNERSHIPINDIVIDUAL

CORPORATION

69056723B000022 Construction: OR FLAP POLK MITCHELL(1), Mitchell Street and Black Rock Road Reconstruction

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."

SU

R

ET

Y

B

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

Corporate Seal

LIABILITY LIMIT ($)STATE OF INCORPORATION

2.

2.

1.

1.NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

C

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

D

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

E

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

F

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

G

STANDARD FORM 24 (REV. 8/2016) BACK

Table of Contents

TABLE OF CONTENTS

01/06/23–FP14

DESCRIPTION PAGE

Notice to Bidders ........................................................................................................................ A-1

Solicitation, Offer, and Award (SF 1442) ................................................................................... A-3

Bid Schedule ............................................................................................................................... A-7

Solicitation Provisions ................................................................................................................ B-1

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

General Wage Decision .............................................................................................................. D-1

SCRs Table of Contents

SPECIAL CONTRACT REQUIREMENTS (SCR)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

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

Division 150 ................................................................................................................... E-30

Division 200 ..................................................................................................................... F-1

Division 250 ..................................................................................................................... F-7

Division 300 ................................................................................................................... F-20

Division 400 ................................................................................................................... F-22

Division 550 ................................................................................................................... F-24

Division 600 ................................................................................................................... F-43

Division 700 .................................................................................................................... G-1

Permits ........................................................................................................................................ H-1

Fire Protection and Suppression Plan ........................................................................................... I-1

Table of Contents

(This page intentionally left blank)

A-1

NOTICE TO BIDDERS

01/06/23–FP14

THIS PROJECT IS BEING SOLICITED AND AWARDED UNDER FP-14.

The FP-14 is FLH’s Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. To view the FP-14 electronically go to:

https://highways.dot.gov/federal-lands/specs.

The FP-14 is a dual unit document with U.S. Customary units being the primary unit shown.

Metric equivalents are shown in parenthesis.

When submitting bids, drawings, calculations, and other construction documents, use only U.S. Customary units of measure, unless otherwise stated.

I. Project Location

General Location. The project work is located 14 miles west of Monmouth, Oregon in Polk County. Approximate Global Positioning System (GPS) coordinates for the beginning of the project are 44°52’12.82”N, 123°27’31.60”W.

Project Limits. Signs have not been erected to identify the project limits. No Government personnel will be available for show-me tours.

II. Pre‐bid Information.

GENERAL AND TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR

THIS PROJECT WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON

10/31/2023.

Refer to page A-5 for information on how to submit questions related to General Information and Technical Information. Answers to General and Technical Questions will be posted at https://sam.gov/opp/06d78d8aa6c14a12974c365602286f12/view.

Every attempt to respond to questions will be made. However, response to questions received after the above posted date is not guaranteed.

Multiple Schedules. Bids for the construction of this project are being invited under two bid schedules, designated A and B. Schedule A and Schedule B are not alternate bids. Complete both schedules according to Subsection 102.02 of the special contract requirements. Award of the contract will be made according to Subsection 102.05A.

Electronic Plan Sheets. This solicitation includes electronic plan sheets available at https://sam.gov/opp/06d78d8aa6c14a12974c365602286f12/view.

Notice to Bidders

A-2

Project: OR FLAP POLK MITCHELL(1), Mitchell Street and Black Rock Road Reconstruction

Physical Data. Physical data applicable to this project is listed in FAR Clause 52.236-4 Physical Data.

Small Business Set-Aside. This solicitation is a total small business set-aside. Offers are solicited only from small business concerns; see FAR Clause 52.219-6 Notice of Total Small Business Set- Aside (clauses begin on page C-1).

Representations & Certifications. Submit or update Representations and Certifications online at https://www.sam.gov/SAM/ before bid submittal. For more details go to FAR Provision 52.204- 8 Annual Representations and Certifications (see page B-2.). If you have previously registered on-line and the NAICS code for this solicitation is different than the code listed in your online file, please note the amended changes on the lines provided in FAR 52.204-8.

Requests for Information. Requests for technical information (Plan and Division 100 – 700 Specification questions only) about this project will only be accepted in writing (see Block 9 on page A-5).

SF 1442, Solicitation, Offer, and Award. Particular attention should be paid to Standard Form l442, Solicitation, Offer and Award, to assure that Blocks 14, 15, 16, 19, 20A, and 20C are completed correctly. Sign Block 20B according to the instructions in Subsection 102.02. You must submit a completed ‘Authority to Sign’ document. You must also complete the representations and certifications contained in the Contract Provisions beginning on page B-1.

Failure to furnish or complete any of the above may result in your bid being considered nonresponsive and being rejected.

Facsimile and email bids, modifications, and withdrawals. Facsimile and email bids are not authorized for this solicitation. Bids may be modified or withdrawn by email, if such notice is received by the time specified for receipt of bids. The Government will not be responsible for any failure attributable to the transmission or receipt of email data. See FAR Provision 52.214-5, Submission of Bids. EMAIL WFL.Contracts@dot.gov. To confirm receipt, call 360.619.7520.

Surety Bond Guarantee Program. Small businesses that need surety bonds can qualify for U.S.

Small Business Administration (SBA) backed surety bonds. SBA assistance in locating a participating surety company or agent, and completing application forms is available online. For more information on the U.S. SBA’s Surety Bond Guarantee program, go online to http://www.sba.gov/content/contractors or call 1-800-U-ASK-SBA.

A-2a

Project: OR FLAP POLK MITCHELL(1), Mitchell Street and Black Rock Road Reconstruction

Fraud Alert. Current and potential U.S. Department of Transportation (DOT) Contractors have recently been receiving fraudulent letters purporting to be issued by DOT. These fraudulent letters request that the Contractors resubmit their banking information to DOT. If you receive such a letter, please DO NOT complete the requested worksheet that is attached to the letters and DO NOT release any information. To register or update information, Contractors are required to go directly through the System for Award Management (SAM) website and never through a third party. You can access SAM at https://www.sam.gov/SAM/.

III. Post Award Information.

Insurance. Insurance requirements are described in Subsection 107.05.

Contractor Performance Evaluations. This office posts performance evaluations in the Contractor Performance Assessment Reporting System (CPARS); for additional information, see http://www.cpars.gov/index.htm. Upon receiving an email notice of evaluation availability, you will have 14-60 days to review the evaluation online and submit comments. If you are unable to access the system, call 360.619.7520 for assistance or for a copy of the evaluation.

IV. Specifications and Permits.

Specifications. This solicitation and subsequent contract are governed by the Federal Acquisition Regulation (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14. An electronic version may be found at https://highways.dot.gov/federal-lands/specs. A single paper copy can also be obtained from the Research & Technology Product Distribution Center (RTPDC) by e-mail to:

report.center@dot.gov, or by phone 814-239-1160, or fax 814-239-2156.

Electronic Documentation. Requires all documents (including but not limited to correspondence, notifications, submittals, reports, and pay notes) to be submitted in a pdf format, or an approved fixed-layout electronic format. See Subsection 103.06.

Material Sources. Material sources, water sources, staging areas, stockpiles areas, waste area, and haul roads have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(c).

Progress Schedules. This project includes new specifications for Prosecution and Progress and for Schedules for Construction Contracts. Carefully review Special Contract Requirements Section 108 - Prosecution and Progress, and Section 155 – Schedules for Construction Contracts.

A-2b

(This page intentionally left blank)

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

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

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Federal Highway Administration

FHWA WESTERN FED LANDS DIVISION

610 E FIFTH STREET

Vancouver WA 98661

690567

Federal Highway Administration

FHWA WESTERN FED LANDS DIVISION

610 E FIFTH STREET

Vancouver, WA 98661

a. NAME

ACQUISITIONS

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

360-619-7520

See Block 10 x69056723B000022

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

This solicitation is designated OR FLAP POLK MITCHELL(1), Mitchell Street and Black

Rock Road Reconstruction

IN STRICT ACCORDANCE WITH:

Federal Acquisition Regulations (FAR) and Transportation Acquisition Regulations

(TAR)

General Wage Decision

Special Contract Requirements

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

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.

(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.

d. Offers providing less than

12b. CALENDAR DAYSYES NO (If "YES", indicate within how many calendar days after award in Item 12b.)

10 calendar days and complete it within ________________ ________________ calendar days after receiving

* Page A-5

________________________ 11/07/2023

NSN 7540-01-155-3212

x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85) Prescribed by GSA FAR(48 CFR) 53.236-1(d)

A-3

10/06/2023

X

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 within ____________________ 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.)

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.)

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(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

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (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 31c. DATE

BY

2PAGE OF

Federal Highway Administration

FHWA WESTERN FED LANDS DIVISION

610 E FIFTH STREET

Vancouver WA 98661

690567

DEAN UMATHUM

28. NEGOTIATED AGREEMENT 29. AWARD

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, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

A-4

Unique Entity Identifier(SAM.gov):

Cage Code:

See bid schedule.

All items on bid schedule.

ITEM

See Page A-5

Federal Highway Administration

FHWA WESTERN FED LANDS DIVISION

610 E FIFTH STREET

Vancouver WA 98661

X

A-5

Continuation SF 1442

Project: OR FLAP POLK MITCHELL(1), Mitchell Street and Black Rock Road Reconstruction

Block 9 FOR GENERAL INFORMATION, call 360.619.7520 from the hours of 8:00 a.m. to

4:00 p.m. local time or e-mail us at wfl.contracts@dot.gov.

FOR TECHNICAL INFORMATION (plan and specification questions only), requests for technical information about this project will only be accepted in writing.

Submit questions via e-mail at wfl.plans-spec@dot.gov.

QUESTIONS/ANSWERS POSTED ONLINE. You can view questions and answers on the Contract Opportunities Website SAM.gov.

• Insert the solicitation number in search box.

• Scroll to the project.

• Make sure you are on the most recent view and look in the right section of the page for the most recent Q&A document.

Block 11

Block 12A

Block 13B

Block 24

FOR DAVIS-BACON WAGE RATE INFORMATION go to the U.S. Department of

Labor, Branch of Construction Wage Determinations Website:

https://www.dol.gov/agencies/whd/government-contracts/state-assignments.

FOR PHYSICAL DATA, See FAR Contract Clause 52.236-4, Physical Data, (clauses begin on page C-1) for a listing of available data. Physical Data will be posted with the solicitation on the Federal Business Opportunities website.

FOR BID RESULTS, the bid opening summary will be posted on the Contract

Opportunities Website SAM.gov shortly after bid opening. Bid tabulations will be available on SAM.gov approximately 3 working days after the bid opening.

COMPLETION DATE: Work shall be completed on or before the date specified in

FAR Clause 52.211-10, Commencement, Prosecution, and Completion of Work, subject to such extensions as may be authorized by the terms of the contract and the specifications made a part thereof. Contract Clauses begin on pages C-1.

PERFORMANCE & 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 Standard Specifications for Construction of Roads and Bridges on Federal

Highway Projects, FP-14, U.S. Customary Units.

BID BOND AMOUNT: See FAR Clause 52.228-1, Bid Guarantee (clauses begin on page C-1).

ADDITIONAL INFORMATION: See Subsections 102.03 and 102.04 of Standard

Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, U.S. Customary Units.

SUBMITTING INVOICES: See Subsection 109.08 of the Standard Specifications for

Construction of Roads and Bridges on Federal Highway Projects FP-14, U.S.

Customary Units.

mailto:wfl.contracts@dot.gov mailto:wfl.plans-spec@dot.gov https://sam.gov/content/home https://www.dol.gov/agencies/whd/government-contracts/state-assignments

A-6

Continuation SF 1442

Project: OR FLAP POLK MITCHELL(1), Mitchell Street and Black Rock Road Reconstruction

ESTIMATED PRICE RANGE. The price range of the project work is between $6,000,000 and $10,000,000.

A - 7

BID SCHEDULE

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:OR FLAP POLK MITCHELL(1)

Project Name:Mitchell Street and Black Rock Road Reconstruction

A - 8

Contract Quantity Pay Items

20421-0000 ROCK EXCAVATION

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

56401-1000 BEARING DEVICE, ELASTOMERIC

58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

61707-0000 STRUCTURE TRANSITION RAILING

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

250 LNFT $____________ $____________

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,960 LNFT $____________ $____________

A0160 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

1,010 LNFT $____________ $____________

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM

28 EACH $____________ $____________

A0200 20101-0000 CLEARING AND GRUBBING

3.8 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 9

A0220 20301-1600 REMOVAL OF MAILBOX

1 EACH $____________ $____________

A0240 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

A0260 20301-2400 REMOVAL OF SIGN

6 EACH $____________ $____________

A0280 20302-0700 REMOVAL OF FENCE

160 LNFT $____________ $____________

A0300 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

A0320 20401-0000 ROADWAY EXCAVATION

3,400 CUYD $____________ $____________

A0340 20421-0000 ROCK EXCAVATION

32 CUYD $____________ $____________

A0360 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C

1,200 SQYD $____________ $____________

A0380 20801-0000 STRUCTURE EXCAVATION

570 CUYD $____________ $____________

A0400 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

48 CUYD $____________ $____________

A0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

185 CUYD $____________ $____________

A0440 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (BANK STONE)

766 CUYD $____________ $____________

A0460 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

580 CUYD $____________ $____________

A0480 25110-2400 GROUTED RIPRAP, METHOD B, CLASS 4

65 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 10

A0500 25126-0000 REMOVE AND RESET BOULDER

2 EACH $____________ $____________

A0520 25210-1000 ROCKERY, IN-STREAM

10,160 SQFT $____________ $____________

A0540 30201-2000 ROADWAY AGGREGATE, METHOD 2

3,600 CUYD $____________ $____________

A0560 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

2,325 TON $____________ $____________

A0580 41201-0000 TACK COAT

5 TON $____________ $____________

A0600 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

231 CUYD $____________ $____________

A0620 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (60-INCH)

558 LNFT $____________ $____________

A0640 55401-1000 REINFORCING STEEL

13,700 LB $____________ $____________

A0660 55401-2000 REINFORCING STEEL, EPOXY COATED

13,200 LB $____________ $____________

A0680 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

286 LNFT $____________ $____________

A0700 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY BRIDGE)

ALL LPSM $___LPSM_____ $____________

A0720 56401-1000 BEARING DEVICE, ELASTOMERIC

10 EACH $____________ $____________

A0740 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

7 CUYD $____________ $____________

A0760 60101-0000 CONCRETE

41 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 11

A0780 60201-0600 18-INCH PIPE CULVERT

88 LNFT $____________ $____________

A0800 60201-0800 24-INCH PIPE CULVERT

190 LNFT $____________ $____________

A0820 60201-1000 36-INCH PIPE CULVERT

90 LNFT $____________ $____________

A0840 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

960 LNFT $____________ $____________

A0860 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

1,150.0 LNFT $____________ $____________

A0880 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

6 EACH $____________ $____________

A0900 61707-0000 STRUCTURE TRANSITION RAILING

74 LNFT $____________ $____________

A0920 61901-0900 FENCE, BARBED WIRE, 4 STRAND

140 LNFT $____________ $____________

A0940 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A0960 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP

MINIMUM FLYWHEEL

20 HOUR $____________ $____________

A0980 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A1000 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A1020 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

1.3 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 12

A1040 62501-0000 TURF ESTABLISHMENT

1.3 ACRE $____________ $____________

A1060 62635-3000 CUTTINGS, WILLOW POLE (SINGLE GROUP METHOD)

960 EACH $____________ $____________

A1080 63302-0000 SIGN SYSTEM

20 SQFT $____________ $____________

A1100 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 4, ALT 1)

18 EACH $____________ $____________

A1120 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 2)

50 EACH $____________ $____________

A1140 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

13,950 LNFT $____________ $____________

A1160 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

14,020 LNFT $____________ $____________

A1180 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

56 EACH $____________ $____________

A1200 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

30 EACH $____________ $____________

A1220 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

A1240 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

4 EACH $____________ $____________

A1260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

255 SQFT $____________ $____________

A1280 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

440 HOUR $____________ $____________

A1300 64603-0200 FIXTURE, MAILBOX

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 13

A1320 64631-0000 ROADSIDE DEVELOPMENT (TREATMENT DITCH)

368 LNFT $____________ $____________

A1340 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 14

Contract Quantity Pay Items

20421-0000 ROCK EXCAVATION

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

56401-1000 BEARING DEVICE, ELASTOMERIC

58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

61707-0000 STRUCTURE TRANSITION RAILING

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

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

B0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

250 LNFT $____________ $____________

B0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

4,130 LNFT $____________ $____________

B0160 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

1,010 LNFT $____________ $____________

B0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM

56 EACH $____________ $____________

B0200 20101-0000 CLEARING AND GRUBBING

6.0 ACRE $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 15

B0220 20301-1600 REMOVAL OF MAILBOX

3 EACH $____________ $____________

B0240 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

B0260 20301-2400 REMOVAL OF SIGN

8 EACH $____________ $____________

B0280 20302-0700 REMOVAL OF FENCE

960 LNFT $____________ $____________

B0300 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

B0320 20401-0000 ROADWAY EXCAVATION

12,100 CUYD $____________ $____________

B0340 20421-0000 ROCK EXCAVATION

32 CUYD $____________ $____________

B0360 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C

1,200 SQYD $____________ $____________

B0380 20801-0000 STRUCTURE EXCAVATION

570 CUYD $____________ $____________

B0400 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

48 CUYD $____________ $____________

B0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

185 CUYD $____________ $____________

B0440 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (BANK STONE)

766 CUYD $____________ $____________

B0460 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

580 CUYD $____________ $____________

B0480 25110-2400 GROUTED RIPRAP, METHOD B, CLASS 4

65 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 16

B0500 25126-0000 REMOVE AND RESET BOULDER

2 EACH $____________ $____________

B0520 25210-1000 ROCKERY, IN-STREAM

10,160 SQFT $____________ $____________

B0540 25403-0000 PRECAST CONCRETE BLOCK RETAINING WALL

2,252 SQFT $____________ $____________

B0560 25701-0000 CONTRACTOR FURNISHED WALL DESIGN (PRECAST CONCRETE BLOCK

RETAINING WALL)

ALL LPSM $___LPSM_____ $____________

B0580 30201-2000 ROADWAY AGGREGATE, METHOD 2

5,675 CUYD $____________ $____________

B0600 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

3,710 TON $____________ $____________

B0620 41201-0000 TACK COAT

6 TON $____________ $____________

B0640 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

231 CUYD $____________ $____________

B0660 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (60-INCH)

558 LNFT $____________ $____________

B0680 55401-1000 REINFORCING STEEL

13,700 LB $____________ $____________

B0700 55401-2000 REINFORCING STEEL, EPOXY COATED

13,200 LB $____________ $____________

B0720 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

286 LNFT $____________ $____________

B0740 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY BRIDGE)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 17

B0760 56401-1000 BEARING DEVICE, ELASTOMERIC

10 EACH $____________ $____________

B0780 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

7 CUYD $____________ $____________

B0800 60101-0000 CONCRETE

41 CUYD $____________ $____________

B0820 60201-0600 18-INCH PIPE CULVERT

88 LNFT $____________ $____________

B0840 60201-0800 24-INCH PIPE CULVERT

390 LNFT $____________ $____________

B0860 60201-1000 36-INCH PIPE CULVERT

90 LNFT $____________ $____________

B0880 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

960 LNFT $____________ $____________

B0900 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

1,675.0 LNFT $____________ $____________

B0920 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

8 EACH $____________ $____________

B0940 61707-0000 STRUCTURE TRANSITION RAILING

74 LNFT $____________ $____________

B0960 61901-0900 FENCE, BARBED WIRE, 4 STRAND

940 LNFT $____________ $____________

B0980 61920-2000 REMOVE AND RESET GATE

2 EACH $____________ $____________

B1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

B1020 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP

MINIMUM FLYWHEEL

20 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 18

B1040 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

B1060 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

B1080 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

2.5 ACRE $____________ $____________

B1100 62501-0000 TURF ESTABLISHMENT

2.5 ACRE $____________ $____________

B1120 62635-3000 CUTTINGS, WILLOW POLE (SINGLE GROUP METHOD)

960 EACH $____________ $____________

B1140 63302-0000 SIGN SYSTEM

40 SQFT $____________ $____________

B1160 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 4, ALT 1)

20 EACH $____________ $____________

B1180 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 2)

55 EACH $____________ $____________

B1200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

21,050 LNFT $____________ $____________

B1220 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

20,950 LNFT $____________ $____________

B1240 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

88 EACH $____________ $____________

B1260 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

30 EACH $____________ $____________

B1280 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

B1300 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

4 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 19

B1320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

255 SQFT $____________ $____________

B1340 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

440 HOUR $____________ $____________

B1360 64603-0200 FIXTURE, MAILBOX

3 EACH $____________ $____________

B1380 64631-0000 ROADSIDE DEVELOPMENT (TREATMENT DITCH)

590 LNFT $____________ $____________

B1400 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 20

BID SCHEDULE SUMMARY

Schedule Bid Total

Schedule A - (Pages A-8 through A-13)

Submitted By: ________________________________

Schedule Bid Total

Schedule B - (Pages A-14 through A-19)

Submitted By: ________________________________

Bid Schedule

B-1

Solicitation Provisions

Project: OR FLAP POLK MITCHELL(1), Mitchell Street and Black Rock Road Reconstruction

FEDERAL ACQUISITION REGULATION

SOLICITATION PROVISIONS

REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS OF BIDDERS

The bidder makes the following representations and certifications as a part of its bid.

52.201-1 Acquisition 360: Voluntary Survey (Sep 2023)

(a) All actual and potential offerors are encouraged to provide feedback on the preaward and debriefing processes, as applicable. Feedback may be provided to agencies up to 45 days after award. The feedback is anonymous, unless the participant self-identifies in the survey.

Actual and potential offerors can participate in the survey by selecting the following link:

https://www.acquisition.gov/360.

(b) The Contracting Officer will not review the information provided until after contract award and will not consider it in the award decision. The survey is voluntary and does not convey any protections, rights, or grounds for protest. It creates a way for actual and potential offerors to provide the Government constructive feedback about the preaward and debriefing processes, as applicable, used for a specific acquisition.

52.204-8 Annual Representations and Certifications. (MAR 2023)

(a)

(1) The North American Industry Classification System (NAICS) code for this acquisition is NAICS

237310 – Highway, Street & Bridge Construction.

(2) The small business size standard is $45 million.

(3) The small business size standard for a concern that submits an offer, other than on a construction or service acquisition, but proposes to furnish an end item that it did not itself manufacture, process, or produce is 500 employees, or 150 employees for information technology value-added resellers under NAICS code 541519, if the acquisition—

(i) Is set aside for small business and has a value above the simplified acquisition threshold;

(ii) Uses the HUBZone price evaluation preference regardless of dollar value, unless the offeror waives the price evaluation preference; or

(iii) Is an 8(a), HUBZone, service-disabled veteran-owned, economically disadvantaged women-owned, or women-owned small business set-aside or sole-source award regardless of dollar value.

(b)

(1) If the provision at 52.204-7, System for Award Management, is included in this solicitation, paragraph (d) of this provision applies.

Completing FAR provision 52.204-8 Annual Representation 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 3 years are above $45 million you are a large business for this solicitation.