IFB_69056723B000019_OR FLAP DOT CRGNSA 100(8).pdf

INVITATION FOR BIDS

Solicitation No. 69056723B000019

Project Number: OR FLAP DOT CRGNSA 100(8) Project Name: Multnomah Falls Viaducts Repair

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 A-1 A-3

H-1 I-1 J-1

Item Bid Submittal Checklist Authority to Sign Bid Bond Table of Contents Notice to Bidders SF 1442, Solicitation, Offer and Award Bid Schedule Solicitation Provisions Contract Clauses General Wage Decision Special Contract Requirements Permits Reserved 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

A-7 B-1 C-1 D-1 E-1 mailto:wfl.contracts@fhwa.dot.gov

PROJECT No. OR FLAP DOT CRGNSA 100(8)

PROJECT NAME Multnomah Falls Viaducts Repair

BEGINNING AT See Plans

ENDING AT See Plans

LENGTH 2.6 miles

NATIONAL PARK Columbia River Gorge National Scenic Area

COUNTY Multnomah

STATE Oregon

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

Bid Submittal Checklist

Project: OR FLAP DOT CRGNSA 100(8), Multnomah Falls Viaducts Repair

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-112)?

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

Project: OR FLAP DOT CRGNSA 100(8), Multnomah Falls Viaducts Repair

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

69056723B000019 Construction: OR FLAP DOT CRGNSA 100(8), Multnomah Falls Viaducts Repair

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-35

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

Division 250 ..................................................................................................................... F-6

Division 300 ..................................................................................................................... F-7

Division 400 ................................................................................................................... F-14

Division 550 ................................................................................................................... F-17

Division 600 ................................................................................................................... F-49

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

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

(Reserved) ..................................................................................................................................... I-1

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

Table of Contents

(This page intentionally left blank)

A-1

Notice to Bidders Project: OR FLAP DOT CRGNSA 100(8), Multnomah Falls Viaducts Repair

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 17 miles east of Troutdale in Multnomah County.

Approximate Global Positioning System (GPS) coordinates for the beginning of the project are 45°57'54.5"N, 122°12'74.8"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

09/28/2023.

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/d9302e32c45844e282b730db1c1d1c0a/view.

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

Electronic Plan Sheets. This solicitation includes electronic plan sheets available at https://sam.gov/opp/d9302e32c45844e282b730db1c1d1c0a/view.

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

A portable document format (PDF) file of presentation slides has been included in the physical data which presents important information about the project.

A-2

Project: OR FLAP DOT CRGNSA 100(8), Multnomah Falls Viaducts Repair

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.

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/.

A-2a

Project: OR FLAP DOT CRGNSA 100(8), Multnomah Falls Viaducts Repair

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.

Brand Name or Equal. Sections 552, Structural Concrete; Section 563, Painting; Section 633, Permanent Traffic Control; Section 635, Temporary Traffic Control; Section 719, Paint; and Section 725, Miscellaneous Material; specifies proprietary products. See FAR Provision 52.211- 6, Brand Name or Equal, when opting to use alternate products.

The following Bid Items have been identified as "Brand Name or Equal".

55220-0000 Repair Concrete (Patching and Cathodic Protection, West Viaduct) 55220-0000 Repair Concrete (Patching and Cathodic Protection, East Viaduct) 55220-0000 Repair Concrete (Rail Patching, West Viaduct) 55220-0000 Repair Concrete (Rail Patching, East Viaduct) 56302-1000 Painting, Concrete Structure (West Viaduct) 56302-1000 Painting, Concrete Structure (East Viaduct) 63316-1000 Remove and Reset Sign 63504-1000 Temporary Traffic Control, Construction Sign

If your offer is based on a brand name different than that listed in the Special Contract Requirements, the proposed "equal" must be identified in the space provided on the Bid Schedule.

See Subsection 102.02A.

Material Sources. Material sources, water sources, and general waste locations have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(c).

A-2b

Project: OR FLAP DOT CRGNSA 100(8), Multnomah Falls Viaducts Repair

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.

Railroad Protection. A Public Roadway Encroachment Agreement with Union Pacific Railroad (UPRR) has been obtained for this project (see Section H). The awarded bidder is responsible for securing all other permits and approvals with UPRR prior to beginning work. See Subsection 107.04.

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

ACQUISTITIONS

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

360-619-7520

See Block 10 x

09/05/2023

69056723B000019

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

This solicitation is designated OR FLAP DOT CRGNSA 100(8), Multnomah Falls Viaducts Repair

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

10/05/2023

NSN 7540-01-155-3212

x 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

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

MICHAEL KENDRO

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.

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

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.

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.

Block 11 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.

Block 12A 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.

Block 13B 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.

Block 24 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

ESTIMATED PRICE RANGE. The price range of the project work is between $5,000,000 and $7,000,000.

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 (like CTSM) 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.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the specified brand name products for the respective work under Sections 552, 563, 633, and 635; complete the following by identifying all proposed equal products and manufacturer’s being used in lieu of the listed brand name product(s), and submit this information with the bid documents (See FAR Provision 52.211-6, Brand Name or Equal).

In lieu of the brand name products A-100™ Exterior Fast Dry Stain Blocking Alkyd Wood Primer Y24WB Series with A-100™ Exterior Latex Satin A82-Series; or All Purpose Stain Blocking Primer 470011 with Acri-Lite™ Exterior Satin 5104XX; specified under Subsection 719.02, our firm offers.

Proposed Equal Product: _____________________________________

Manufacturer’s Name: _____________________________________

In lieu of the brand name product SKIMWALL™ specified under Subsection 719.05A, our firm offers.

Proposed Equal Product: _____________________________________

Manufacturer’s Name: _____________________________________

In lieu of the brand name products MasterProtect H1000; Baracade Silane 100C; or Protectosil BHN; specified under Subsection 719.05B, our firm offers.

Proposed Equal Product: _____________________________________

Manufacturer’s Name: _____________________________________

In lieu of the brand name products Nylon Zip-It® Wallboard Anchor 02345-PWR; Sure Wall™ Nylon #6 Drywall Anchor; or Red Head EZP100 Nylon E-Z Drywall Anchor; specified under Subsection 725.19, our firm offers.

Proposed Equal Product: _____________________________________

Manufacturer’s Name: _____________________________________

Bid Schedule

Project No:OR FLAP DOT CRGNSA 100(8)

Project Name:Multnomah Falls Viaducts Repairs

A - 7a

In lieu of the brand name products Galvashield® XP4 (160 grams zinc); Galvashield® CC100 (135 grams zinc); Sentinel Silver (100 grams zinc); or Emaco CP Intact Blue (105 grams zinc); specified under Subsection 725.20, our firm offers.

Proposed Equal Product: _____________________________________

Manufacturer’s Name: _____________________________________

In lieu of the brand name products MasterEmaco S 440 MC (formerly LA Repair Mortar); or MasterEmaco N 400 RS (formerly HBA Repair Mortar); specified under Subsection 725.21, our firm offers.

Proposed Equal Product: _____________________________________

Manufacturer's Name: _____________________________________

Include with your bid, all documents needed by the Government to determine if the proposed product(s) meet the applicable requirements listed under Sections 552, 563, 633, 635, 719, and 725 of the Special Contract Requirements. The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If proposed “equal” is determined by the government to be “not equal”, the bid will be considered nonresponsive.

Bid Schedule

A - 8

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION (WEST VIADUCT)

20801-0000 STRUCTURE EXCAVATION (EAST VIADUCT)

55401-1000 REINFORCING STEEL (EAST VIADUCT)

55401-1000 REINFORCING STEEL (WEST VIADUCT)

56302-1000 PAINTING, CONCRETE STRUCTURE (EAST VIADUCT)

56302-1000 PAINTING, CONCRETE STRUCTURE (WEST VIADUCT)

56901-1500 CONCRETE OVERLAY, CLASS HPC (O) (EAST VIADUCT)

56901-1500 CONCRETE OVERLAY, CLASS HPC (O) (WEST VIADUCT)

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,350 LNFT $____________ $____________

A0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM

4 EACH $____________ $____________

A0160 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

2 EACH $____________ $____________

A0180 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

3 EACH $____________ $____________

A0200 20101-0000 CLEARING AND GRUBBING

0.50 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0220 20301-2300 REMOVAL OF SIGN/MARKER

4 EACH $____________ $____________

A0240 20302-0500 REMOVAL OF CURB, CONCRETE

60 LNFT $____________ $____________

A0260 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (CONTAMINATED SOIL)

ALL LPSM $___LPSM_____ $____________

A0280 20401-0000 ROADWAY EXCAVATION

160 CUYD $____________ $____________

A0300 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B (TEMPORARY)

1,300 SQYD $____________ $____________

A0320 20801-0000 STRUCTURE EXCAVATION (WEST VIADUCT)

2 CUYD $____________ $____________

A0340 20801-0000 STRUCTURE EXCAVATION (EAST VIADUCT)

31 CUYD $____________ $____________

A0360 25105-0100 KEYED RIPRAP, METHOD A, CLASS 1

14 CUYD $____________ $____________

A0380 30103-1000 AGGREGATE BASE GRADING C (RAILROAD BALLAST)

140 CUYD $____________ $____________

A0400 30201-2000 ROADWAY AGGREGATE, METHOD 2 (TEMPORARY)

100 CUYD $____________ $____________

A0420 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

200 TON $____________ $____________

A0440 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 (TEMPORARY)

100 TON $____________ $____________

A0460 41201-0000 TACK COAT

3 TON $____________ $____________

A0480 41301-0000 ASPHALT PAVEMENT MILLING

1,600 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0500 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH (WEST VIADUCT)

800 SQYD $____________ $____________

A0520 41301-1200 ASPHALT PAVEMENT MILLING, 5-INCH DEPTH (EAST VIADUCT)

1,800 SQYD $____________ $____________

A0540 55220-0000 REPAIR CONCRETE (PATCHING & CATHODIC PROTECTION, WEST

VIADUCT)

75 SQYD $____________ $____________

A0560 55220-0000 REPAIR CONCRETE (PATCHING & CATHODIC PROTECTION, EAST VIADUCT)

340 SQYD $____________ $____________

A0580 55220-0000 REPAIR CONCRETE (RAIL PATCHING, EAST VIADUCT)

6 SQYD $____________ $____________

A0600 55220-0000 REPAIR CONCRETE (RAIL PATCHING, WEST VIADUCT)

15 SQYD $____________ $____________

A0620 55223-0000 REPAIR CONCRETE (EPOXY COATING, WEST VIADUCT)

9 LNFT $____________ $____________

A0640 55223-0000 REPAIR CONCRETE (EPOXY COATING, EAST VIADUCT)

35 LNFT $____________ $____________

A0660 55223-0000 REPAIR CONCRETE (RAIL EPOXY COATING, EAST VIADUCT)

90 LNFT $____________ $____________

A0680 55223-0000 REPAIR CONCRETE (RAIL EPOXY COATING, WEST VIADUCT)

80 LNFT $____________ $____________

A0700 55227-0000 CLEAN CONCRETE SURFACE (WEST VIADUCT)

ALL LPSM $___LPSM_____ $____________

A0720 55227-0000 CLEAN CONCRETE SURFACE (EAST VIADUCT)

ALL LPSM $___LPSM_____ $____________

A0740 55240-0000 GROUT (EAST VIADUCT)

470 CUFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0760 55240-0000 GROUT (WEST VIADUCT)

200 CUFT $____________ $____________

A0780 55401-1000 REINFORCING STEEL (EAST VIADUCT)

21,500 LB $____________ $____________

A0800 55401-1000 REINFORCING STEEL (WEST VIADUCT)

23,000 LB $____________ $____________

A0820 56101-0000 STRUCTURAL CONCRETE INJECTION AND CRACK REPAIR (WEST VIADUCT)

550 LNFT $____________ $____________

A0840 56101-0000 STRUCTURAL CONCRETE INJECTION AND CRACK REPAIR (EAST VIADUCT)

230 LNFT $____________ $____________

A0860 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY ACCESS EXCAVATION,

WEST VIADUCT)

ALL LPSM $___LPSM_____ $____________

A0880 56302-1000 PAINTING, CONCRETE STRUCTURE (EAST VIADUCT)

8,220 SQFT $____________ $____________

A0900 56302-1000 PAINTING, CONCRETE STRUCTURE (WEST VIADUCT)

5,590 SQFT $____________ $____________

A0920 56901-1500 CONCRETE OVERLAY, CLASS HPC (O) (EAST VIADUCT)

1,680 SQYD $____________ $____________

A0940 56901-1500 CONCRETE OVERLAY, CLASS HPC (O) (WEST VIADUCT)

790 SQYD $____________ $____________

A0960 57501-0000 MINOR BRIDGE WORK (BEAM SHEAR STRENGTHENING, WEST VIADUCT)

ALL LPSM $___LPSM_____ $____________

A0980 57501-0000 MINOR BRIDGE WORK (DECK DOWELS, WEST VIADUCT)

ALL LPSM $___LPSM_____ $____________

A1000 57501-0000 MINOR BRIDGE WORK (DECK DOWELS, EAST VIADUCT)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1020 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (18-INCH WIDE)

60 LNFT $____________ $____________

A1040 60911-0500 RECONDITION CURB (EAST VIADUCT)

130 LNFT $____________ $____________

A1060 60911-0500 RECONDITION CURB (WEST VIADUCT)

35 LNFT $____________ $____________

A1080 61901-2000 FENCE, CHAIN LINK, 72-INCH HEIGHT (TEMPORARY)

250 LNFT $____________ $____________

A1100 61902-3700 GATE, CHAIN LINK, 20 FEET WIDTH (TEMPORARY)

1 EACH $____________ $____________

A1120 61921-1000 REMOVE AND RESET FENCE

20 LNFT $____________ $____________

A1140 62027-2000 REMOVE AND RESET DRY LAID WALL (EAST VIADUCT)

160 LNFT $____________ $____________

A1160 62027-2000 REMOVE AND RESET DRY LAID WALL (WEST VIADUCT)

50 LNFT $____________ $____________

A1180 62035-0000 CLEAN STONE MASONRY SURFACES (RE-CHINKING, EAST VIADUCT)

700 SQYD $____________ $____________

A1200 62035-0000 CLEAN STONE MASONRY SURFACES (RE-CHINKING, WEST VIADUCT)

150 SQYD $____________ $____________

A1220 62502-0000 TURF ESTABLISHMENT

2,000 SQYD $____________ $____________

A1240 63316-1000 REMOVE AND RESET SIGN

15 EACH $____________ $____________

A1260 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID

13,000 LNFT $____________ $____________

A1280 63403-0800 PAVEMENT MARKINGS, TYPE H ("SHUTTLE LOADING" WORD MESSAGE

WITH DECAL)

200 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1300 63405-0150 PAVEMENT MARKINGS, TYPE A, STRAIGHT ARROW

5 EACH $____________ $____________

A1320 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

6 EACH $____________ $____________

A1340 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

6 EACH $____________ $____________

A1360 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

8 EACH $____________ $____________

A1380 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

30 EACH $____________ $____________

A1400 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

50 EACH $____________ $____________

A1420 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

(PCMS)

3 EACH $____________ $____________

A1440 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION (INERTIAL BARREL

SYSTEM)

1 EACH $____________ $____________

A1460 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION (NARROW SITE SYSTEM

REPAIR)

3 EACH $____________ $____________

A1480 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION (NARROW SITE SYSTEM)

3 EACH $____________ $____________

A1500 63502-2800 TEMPORARY TRAFFIC CONTROL, REPLACEMENT BARRELS FOR CRASH

CUSHION (INERTIAL BARREL SYSTEM)

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1520 63502-3000 TEMPORARY TRAFFIC CONTROL, RAISED PAVEMENT MARKER

(REFLECTIVE)

200 EACH $____________ $____________

A1540 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (FLAGGER

STATION LIGHT)

4 EACH $____________ $____________

A1560 63503-0380 TEMPORARY TRAFFIC CONTROL, CROWD CONTROL BARRICADE

(PEDESTRIAN CHANNELIZING DEVICE)

450 LNFT $____________ $____________

A1580 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

1,200 LNFT $____________ $____________

A1600 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

3,000 LNFT $____________ $____________

A1620 63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

4,800 LNFT $____________ $____________

A1640 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,550.0 SQFT $____________ $____________

A1660 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS AND

LETTERS (LEGEND REMOVAL)

2,500 SQFT $____________ $____________

A1680 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,300 HOUR $____________ $____________

A1700 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

805 DAY $____________ $____________

A1720 63511-0100 TEMPORARY TRAFFIC CONTROL, RAILROAD FLAGGER (24-HOUR,

7-DAYS/WEEK)

ALL CTSM $___CTSM_____ $765,000.00

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A1740 63511-0100 TEMPORARY TRAFFIC CONTROL, RAILROAD FLAGGER (DAYTIME)

ALL CTSM $___CTSM_____ $505,000.00

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B-1

Solicitation Provisions

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.

52.204-8 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.

(2) If the provision at 52.204-7, System for Award Management, is not included in this solicitation, and the Offeror has an active registration in the System for Award Management (SAM), the Offeror may choose to use paragraph (d) of this provision instead of completing the corresponding individual representations and certifications in the solicitation. The Offeror shall indicate which option applies by checking one of the following boxes:

(i) □ Paragraph (d) applies.

(ii) □ Paragraph (d) does not apply and the offeror has completed the individual representations and certifications in the solicitation.

(c)

(1) The following representations or certifications in SAM are applicable to this solicitation as indicated:

(i) 52.203-2, Certificate of Independent Price Determination. This provision applies to solicitations when a firm-fixed-price contract or fixed-price contract with economic price adjustment is contemplated, unless–

(A) The acquisition is to be made under the simplified acquisition procedures in part 13;

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.