IFB_69056723B000021_OR FLAP GRANT 24(2).pdf

INVITATION FOR BIDS

Solicitation No. 69056723B000021

Project Number: OR FLAP GRANT 24(2) Project Name: Granite Hill Road Reconstruction, Phase II

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 GRANT 24(2)

PROJECT NAME Granite Hill Road Reconstruction, Phase II

SCHEDULE A SCHEDULE B

BEGINNING AT See plans See plans

ENDING AT See plans See plans

LENGTH 0.46 miles 0.64 miles

NATIONAL FOREST Wallowa Whitman National Forest

COUNTY Grant

STATE Oregon

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

Bid Submittal Checklist

Project: OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II

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-123)?

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 Page 3)

Date Bond Executed (Must Not Be Later Than Bid Opening Date)

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

Authorized For Local Reproduction Previous Edition Is Not Usable

STANDARD FORM 24 (REV. 10/2023)

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

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.

Other (Specify)

Individual Partnership Joint Venture

Corporation

69056723B000021 For (Construction, Supplies Or Services)

Construction: OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II

2.

(Seal)2.(Seal) 1.

1.

1.

1. 3.2.

Name(s) (Typed)

Signature(s)

Individual Surety(ies)

Name(s) And Title(s) (Typed)

Corporate Seal

(Seal)

3.

(Seal)

2.

(Seal) Signature(s)

Principal

2.

State Of Incorporation Liability Limit ($)

2.

2.

1.Name(s) And Title(s) (Typed)

Signature(s)1. 2. Corporate Seal

Corporate Seal

Name And Address

Signature(s)

Name(s) And Title(s) (Typed)

1.

1.

2.

2.

State Of Incorporation Liability Limit ($)

Corporate Seal

Name(s) And Title(s) (Typed)

Signature(s)

Name And Address

1.

1.

2.

2.

State Of Incorporation Liability Limit ($)

Corporate Seal

Liability Limit ($)State Of Incorporation

1.

1.

Name And Address

Name(s) And Title(s) (Typed)

Signature(s)

Name And Address

Corporate Surety(ies)

Witness:

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

STANDARD FORM 24 (REV. 10/2023) PAGE 2

STANDARD FORM 24 (REV. 10/2023) PAGE 3

Corporate Seal

Name And Address

Signature(s)

Name(s) And Title(s) (Typed)

1.

1.

State Of Incorporation

2.

2.

Liability Limit ($)

Corporate Seal

Name(s) And Title(s) (Typed)

Signature(s)

Name And Address

1.

1.

2.

2.

State Of Incorporation Liability Limit ($)

Corporate Seal

State Of Incorporation Liability Limit ($)

2.

2.

1.

1.

Name And Address

Signature(s)

Name(s) And Title(s) (Typed)

Instructions

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

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

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

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitations listed therein. The value put into the Liability

Limit block is the penal sum (i.e., the face value) of the bond, unless a co-surety arrangement is proposed.

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

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

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

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

Hampshire, or any other jurisdiction requiring adhesive seals.

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

7. In its application to negotiated contracts, the terms "bid" and "bidder" shall include "proposal" and

"offeror."

STANDARD FORM 24 (REV. 10/2023) PAGE 4

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.

Table of Contents

TABLE OF CONTENTS

07/01/24–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-28 Division 200 ..................................................................................................................... F-1 Division 250 ..................................................................................................................... F-6 Division 300 ..................................................................................................................... F-8 Division 400 ................................................................................................................... F-10 Division 550 ................................................................................................................... F-12 Division 600 ................................................................................................................... F-32 Division 700 .................................................................................................................... G-1

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

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

Table of Contents

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A-1

Notice to Bidders Project: OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II

NOTICE TO BIDDERS

02/09/24–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. Customaryunits of measure, unless otherwise stated.

I. Project Location

General Location. The project work is located 32 miles west of Baker City, OR in Grant County.

Approximate Global Positioning System (GPS) coordinates for the beginning of the project are N=404440.44, E=8777114.37.

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

12/03/2024.

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/f33e50cf676b464a8310e7b4cca30a70/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/f33e50cf676b464a8310e7b4cca30a70/view.

https://highways.dot.gov/federal-lands/specs https://sam.gov/opp/f33e50cf676b464a8310e7b4cca30a70/view https://sam.gov/opp/f33e50cf676b464a8310e7b4cca30a70/view

A-2

Project: OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II

Viewing the Project: This project was pre-advertised in the Notice to Prospective bidders posted on https://sam.gov/opp/f33e50cf676b464a8310e7b4cca30a70/view dated July 31, 2024. The project may be advertised during a period when viewing of the project may not be possible due to snow. Therefore, prospective Bidders were encouraged to view the project during fall as conditions permited. No Federal Highway Administration personnel will be available for show me tours.

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.

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 https://sam.gov/opp/f33e50cf676b464a8310e7b4cca30a70/view https://www.sam.gov/SAM/ mailto:WFL.Contracts@dot.gov http://www.sba.gov/content/contractors

A-2a

Project: OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II 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.

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 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.

https://www.sam.gov/SAM/ http://www.cpars.gov/index.htm https://highways.dot.gov/federal-lands/specs

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

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 8. ADDRESS OFFER TO

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 x

11/05/2024

69056723B000021

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

This solicitation is designated OR FLAP GRANT 24(2), Granite Hill Road

Reconstruction, Phase II

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 within

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

12/10/2024

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 .___________60______

STANDARD FORM 1442 (Rev. 8/2014)

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

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, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.)

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

STANDARD FORM 1442 (REV. 8/2014) BACK

Unique Entity Identifier(SAM.gov):

Cage Code:

A-4

Federal Highway Administration

FHWA WESTERN FED LANDS DIVISION

610 E FIFTH STREET

Vancouver WA 98661

All items on bid schedule.

See bid schedule.

See page A-5

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 13A BID OPENING: Virtual viewing of the bid opening is available via MS TEAMS at Join the meeting now. Meeting ID: 293 872 576 224; Passcode: vFtYd4. Dial in by phone: 1

509-931-1572, Phone conference ID 303 592 578#.

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.

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 https://sam.gov/content/home https://sam.gov/content/home https://teams.microsoft.com/l/meetup-join/19%3ameeting_NTU5NDMzNDItYzZhMy00MmUxLWE5M2ItNGRjMTI5M2EzNjI4%40thread.v2/0?context=%7b%22Tid%22%3a%22c4cd245b-44f0-4395-a1aa-3848d258f78b%22%2c%22Oid%22%3a%22e606543e-ffdf-4636-992d-64b434bd44da%22%7d https://teams.microsoft.com/l/meetup-join/19%3ameeting_NTU5NDMzNDItYzZhMy00MmUxLWE5M2ItNGRjMTI5M2EzNjI4%40thread.v2/0?context=%7b%22Tid%22%3a%22c4cd245b-44f0-4395-a1aa-3848d258f78b%22%2c%22Oid%22%3a%22e606543e-ffdf-4636-992d-64b434bd44da%22%7d

A-6

Continuation SF 1442

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.

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

$10,000,000.

A - 7

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 GRANT 24(2)

Project Name:Granite Hill Road Reconstruction, Phase II

A - 8

Contract Quantity Pay Items

20803-0000 STRUCTURAL BACKFILL

55101-1600 STEEL H-PILE, 12 X 74, IN PLACE

55101-2100 STEEL H-PILE, 14X 117, IN PLACE

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

55235-0000 EXPANSION JOINTS

55302-0500 PRECAST, PRESTRESSED CONCRETE SLABS, 48-INCH VOIDED

55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (47 INCH)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1100 BRIDGE RAILING, STEEL, TWO RAIL (2-TUBE MASH)

56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK CROSSING #3)

56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK CROSSING #4)

57502-0000 TEMPORARY BRIDGE (Bull Run 03)

57502-0000 TEMPORARY BRIDGE (Bull Run 04)

58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (JOINTS)

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 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION (BULL RUN 03)

ALL LPSM $___LPSM_____ $____________

A0140 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION (BULL RUN 04)

ALL LPSM $___LPSM_____ $____________

A0160 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION (Boundary Creek)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0180 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,800 LNFT $____________ $____________

A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,400 LNFT $____________ $____________

A0220 15706-0200 SOIL EROSION CONTROL, CHECK DAM

10 EACH $____________ $____________

A0240 20101-0000 CLEARING AND GRUBBING

2.61 ACRE $____________ $____________

A0260 20301-1900 REMOVAL OF PIPE CULVERT

3 EACH $____________ $____________

A0280 20401-0000 ROADWAY EXCAVATION

1,000 CUYD $____________ $____________

A0300 20403-0000 UNCLASSIFIED BORROW

2,700 CUYD $____________ $____________

A0320 20803-0000 STRUCTURAL BACKFILL

200 CUYD $____________ $____________

A0340 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

2 CUYD $____________ $____________

A0360 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

70 CUYD $____________ $____________

A0380 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

2,200 CUYD $____________ $____________

A0400 25125-0000 BOULDER

4 EACH $____________ $____________

A0420 30201-2000 ROADWAY AGGREGATE, METHOD 2

2,700 CUYD $____________ $____________

A0440 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,000 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0460 41201-0000 TACK COAT

2.0 TON $____________ $____________

A0480 55101-1600 STEEL H-PILE, 12 X 74, IN PLACE

205 LNFT $____________ $____________

A0500 55101-2100 STEEL H-PILE, 14X 117, IN PLACE

310 LNFT $____________ $____________

A0520 55102-2400 UNTREATED TIMBER PILE, IN PLACE

28 EACH $____________ $____________

A0540 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

117 CUYD $____________ $____________

A0560 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

30 SQYD $____________ $____________

A0580 55235-0000 EXPANSION JOINTS

71 LNFT $____________ $____________

A0600 55302-0500 PRECAST, PRESTRESSED CONCRETE SLABS, 48-INCH VOIDED

378 LNFT $____________ $____________

A0620 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (47 INCH)

517 LNFT $____________ $____________

A0640 55401-1000 REINFORCING STEEL

15,300 LB $____________ $____________

A0660 55401-2000 REINFORCING STEEL, EPOXY COATED

12,400 LB $____________ $____________

A0680 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL (2-TUBE MASH)

364 LNFT $____________ $____________

A0700 56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK CROSSING #3)

28 EACH $____________ $____________

A0720 56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK CROSSING #4)

10 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0740 57502-0000 TEMPORARY BRIDGE (Bull Run 03)

ALL LPSM $___LPSM_____ $____________

A0760 57502-0000 TEMPORARY BRIDGE (Bull Run 04)

ALL LPSM $___LPSM_____ $____________

A0780 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (JOINTS)

13 CUYD $____________ $____________

A0800 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (13 FEET SPAN, 12 FEET

RISE)

34 LNFT $____________ $____________

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

952 LNFT $____________ $____________

A0840 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL3)

8 EACH $____________ $____________

A0860 61707-0000 STRUCTURE TRANSITION RAILING

168 LNFT $____________ $____________

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

40 HOUR $____________ $____________

A0900 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH

40 HOUR $____________ $____________

A0920 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A0940 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A0960 62501-0000 TURF ESTABLISHMENT

2.6 ACRE $____________ $____________

A0980 62635-1000 CUTTINGS, COTTONWOOD POLE (COTTONWOOD BOLE)

12 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1000 62635-3000 CUTTINGS, WILLOW POLE (WILLOW POLE TRIPOD)

38 EACH $____________ $____________

A1020 62635-3000 CUTTINGS, WILLOW POLE

1,500 EACH $____________ $____________

A1040 62650-1000 REMOVE AND REPLANT TREE AND SHRUB (CONSERVED WILLOW BUSH)

30 EACH $____________ $____________

A1060 63308-3000 OBJECT MARKER, TYPE 3

4 EACH $____________ $____________

A1080 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4-INCH, YELLOW)

9,800 LNFT $____________ $____________

A1100 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4-INCH, WHITE)

9,800 LNFT $____________ $____________

A1120 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (BULL RUN 03)

ALL LPSM $___LPSM_____ $____________

A1140 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (BULL RUN 04)

ALL LPSM $___LPSM_____ $____________

A1160 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

12 EACH $____________ $____________

A1180 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

90 EACH $____________ $____________

A1200 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1220 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

9 EACH $____________ $____________

A1240 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,400 HOUR $____________ $____________

A1260 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

146 DAY $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1280 64703-5000 MITIGATION, ROOT WAD

22 EACH $____________ $____________

A1300 64703-6000 MITIGATION, FISH PASSAGE BOULDER

48 EACH $____________ $____________

A1320 64704-1000 MITIGATION, STREAMBED MATERIAL

94 CUYD $____________ $____________

A1340 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (BULL RUN 03)

ALL LPSM $___LPSM_____ $____________

A1360 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (BULL RUN 04)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule A Total:_________________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

Contract Quantity Pay Items

20803-0000 STRUCTURAL BACKFILL

55101-1600 STEEL H-PILE, 12 X 74, IN PLACE

55101-2100 STEEL H-PILE, 14X 117, IN PLACE

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

55235-0000 EXPANSION JOINTS

55302-0500 PRECAST, PRESTRESSED CONCRETE SLABS, 48-INCH VOIDED

55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (47 INCH)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1100 BRIDGE RAILING, STEEL, TWO RAIL (2-TUBE MASH)

56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK CROSSING #4)

56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK CROSSING #3)

57502-0000 TEMPORARY BRIDGE (Bull Run 03)

57502-0000 TEMPORARY BRIDGE (Bull Run 04)

58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (JOINTS)

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 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

B0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0120 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION (BULL RUN 03)

ALL LPSM $___LPSM_____ $____________

B0140 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION (BULL RUN 04)

ALL LPSM $___LPSM_____ $____________

B0160 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION (Bull Run 01)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 15

B0180 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION (Boundary Creek)

ALL LPSM $___LPSM_____ $____________

B0200 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION (Bull Run 02)

ALL LPSM $___LPSM_____ $____________

B0220 15705-0100 SOIL EROSION CONTROL, SILT FENCE

4,200 LNFT $____________ $____________

B0240 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,400 LNFT $____________ $____________

B0260 15706-0200 SOIL EROSION CONTROL, CHECK DAM

20 EACH $____________ $____________

B0280 20101-0000 CLEARING AND GRUBBING

3.19 ACRE $____________ $____________

B0300 20301-1900 REMOVAL OF PIPE CULVERT

5 EACH $____________ $____________

B0320 20401-0000 ROADWAY EXCAVATION

1,500 CUYD $____________ $____________

B0340 20403-0000 UNCLASSIFIED BORROW

2,400 CUYD $____________ $____________

B0360 20803-0000 STRUCTURAL BACKFILL

200 CUYD $____________ $____________

B0380 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

2 CUYD $____________ $____________

B0400 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

210 CUYD $____________ $____________

B0420 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

2,200 CUYD $____________ $____________

B0440 25125-0000 BOULDER

4 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 16

B0460 30201-2000 ROADWAY AGGREGATE, METHOD 2

3,800 CUYD $____________ $____________

B0480 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,500 TON $____________ $____________

B0500 41201-0000 TACK COAT

3.0 TON $____________ $____________

B0520 55101-1600 STEEL H-PILE, 12 X 74, IN PLACE

205 LNFT $____________ $____________

B0540 55101-2100 STEEL H-PILE, 14X 117, IN PLACE

310 LNFT $____________ $____________

B0560 55102-2400 UNTREATED TIMBER PILE, IN PLACE

28 EACH $____________ $____________

B0580 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

117 CUYD $____________ $____________

B0600 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

30 SQYD $____________ $____________

B0620 55235-0000 EXPANSION JOINTS

71 LNFT $____________ $____________

B0640 55302-0500 PRECAST, PRESTRESSED CONCRETE SLABS, 48-INCH VOIDED

378 LNFT $____________ $____________

B0660 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (47 INCH)

517 LNFT $____________ $____________

B0680 55401-1000 REINFORCING STEEL

15,300 LB $____________ $____________

B0700 55401-2000 REINFORCING STEEL, EPOXY COATED

12,400 LB $____________ $____________

B0720 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL (2-TUBE MASH)

364 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 17

B0740 56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK CROSSING #4)

10 EACH $____________ $____________

B0760 56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK CROSSING #3)

28 EACH $____________ $____________

B0780 57502-0000 TEMPORARY BRIDGE (Bull Run 03)

ALL LPSM $___LPSM_____ $____________

B0800 57502-0000 TEMPORARY BRIDGE (Bull Run 04)

ALL LPSM $___LPSM_____ $____________

B0820 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (JOINTS)

13 CUYD $____________ $____________

B0840 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (15 FEET SPAN, 9 FEET

RISE)

66 LNFT $____________ $____________

B0860 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (22 FEET SPAN, 9 FEET

RISE)

56 LNFT $____________ $____________

B0880 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (13 FEET SPAN, 12 FEET

RISE)

34 LNFT $____________ $____________

B0900 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS

952 LNFT $____________ $____________

B0920 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL3)

8 EACH $____________ $____________

B0940 61707-0000 STRUCTURE TRANSITION RAILING

168 LNFT $____________ $____________

B0960 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 18

B0980 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH

40 HOUR $____________ $____________

B1000 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

B1020 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

B1040 62501-0000 TURF ESTABLISHMENT

3.2 ACRE $____________ $____________

B1060 62635-1000 CUTTINGS, COTTONWOOD POLE (COTTONWOOD BOLE)

12 EACH $____________ $____________

B1080 62635-3000 CUTTINGS, WILLOW POLE (WILLOW POLE TRIPOD)

38 EACH $____________ $____________

B1100 62635-3000 CUTTINGS, WILLOW POLE

1,500 EACH $____________ $____________

B1120 62650-1000 REMOVE AND REPLANT TREE AND SHRUB (CONSERVED WILLOW BUSH)

30 EACH $____________ $____________

B1140 63308-3000 OBJECT MARKER, TYPE 3

12 EACH $____________ $____________

B1160 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4-INCH, WHITE)

13,700 LNFT $____________ $____________

B1180 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4-INCH, YELLOW)

13,700 LNFT $____________ $____________

B1200 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (BULL RUN 03)

ALL LPSM $___LPSM_____ $____________

B1220 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (BULL RUN 04)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 19

B1240 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

20 EACH $____________ $____________

B1260 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

150 EACH $____________ $____________

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

2 EACH $____________ $____________

B1300 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

9 EACH $____________ $____________

B1320 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,200 HOUR $____________ $____________

B1340 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

146 DAY $____________ $____________

B1360 64703-5000 MITIGATION, ROOT WAD

22 EACH $____________ $____________

B1380 64703-6000 MITIGATION, FISH PASSAGE BOULDER

48 EACH $____________ $____________

B…