RFP-69056721R000008.pdf

YELLOWSTONE, GRAND TETON, & SURROUNDING AREA MATOC

TASK ORDER REQUEST FOR PROPOSALS

Solicitation No. 69056721R000008

Project No. WY NPS YELL 10(23) Project Name: Grand Loop Road-Old Faithful to West Thumb

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 – FAX: (360) 619-7932 e-mail : wfl.contracts@dot.gov

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 Size & weight limitations J- 1 Explosives & Blasting

PROPOSAL REMINDERS

Electronic proposals will not be accepted.

Submit printed copy of proposal 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

Proposal Due Date:

See Page A-3, Block 13A

PROJECT No. WY NPS YELL 10(23)

Grand Loop Road-Old Faithful to West Thumb

SCHEDULE A SCHEDULE B SCHEDULE C

See Plans See Plans See Plans

See Plans See Plans See Plans

21.39

Yellowstone National Park

PROJECT NAME

BEGINNING AT

ENDING AT

LENGTH (miles)

NATIONAL

COUNTY

STATE

FIXED COMPLETION DATE

Teton

Wyoming

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

SPECIAL NOTICE

WY NPS YELL 10(23),

Grand Loop Rd - Old Faithful to West Thumb

Solicitation No.: 69056721R000008

THIS “TASK ORDER REQUEST FOR PROPOSAL” IS SOLELY FOR THE

FOLLOWING CONTRACTS AND CONTRACTORS:

Contract Number Contractor Name Contractor Number 69056719D000006 HK Contractors, Inc. 208.523.6600 69056719D000003 Oftedal Construction, Inc. 307.232.2303 69056719D000005 MA DeAtley Construction, Inc. 509-751-1580 69056719D000004 Hat Creek Construction & Materials 530-335-5501

THIS PROJECT IS BEING ADVERTISED ON THE FEDERAL BUSINESS

OPPORTUNITIES WEBSITE TO ANNOUNCE THE UPCOMING PROJECT

AND ASSIST POTENTIAL SUBCONTRACTORS BY PUBLICIZING

OPPORTUNITIES. A PROPOSAL WILL ONLY BE ACCEPTED FROM THE

ABOVE PRIME CONTRACTORS.

Additional information may be found on our web pages:

Advertised Projects:

http://flh.fhwa.dot.gov/business/construction/#opportunities Description: This web page contains a link to the projects currently advertised on BETA.SAM.

Yellowstone/Grand Teton MATOC1:

http://flh.fhwa.dot.gov/business/construction/idiq/ygt.htm

Description: This web page contains the contractor’s information, a description of the contract and the projects that have been awarded under the contract.

1 A Multiple Award Task Order Contract (MATOC) is a group of contracts awarded to several contractors for upcoming work in a certain geographical area (in this case, work in Yellowstone and Grand Teton National Parks).

The contracts allow the contractor to compete for upcoming highway/bridge construction projects.

Bid Submittal Checklist

Project No: WY NPS YELL 10(23), Grand Loop Rd - Old Faithful to West Thumb

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 1252.228-73 Notification of Miller Act Payment Bond Protection (See page C-130)

System for Award Management (SAM) https://www.sam.gov/portal/public/SAM/

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.

Project No: WY NPS YELL 10(23), Grand Loop Rd - Old Faithful to West Thumb

Driving Directions to our Vancouver Washington Office:

Directions to WFLHD

Authority to Sign Project: WY NPS YELL 10(23), Grand Loop Rd - Old Faithful to West Thumb

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

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

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.

RESERVED

BID BOND

(See instructions on reverse)

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

Expiration Date: 8/31/2022

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 25 minutes to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F Street, NW, Washington, DC 20405.

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT

OF BID

PRICE

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER

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

FOR (Construction, Supplies or Services)

OBLIGATION:

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

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

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

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

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

WITNESS:

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

PRINCIPAL

SIGNATURE(S)

1.

(Seal)

2.

3.

Corporate Seal NAME(S) &

TITLE(S)

(Typed)

1. 2. 3.

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

1.

(Seal) 2.

(Seal)

NAME(S)

(Typed)

1. 2.

CORPORATE SURETY(IES)

S U

R E

T Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Seal

SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

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

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

INDIVIDUAL PARTNERSHIP JOINT VENTURE

CORPORATION OTHER (Specify)

STATE OF INCORPORATION

S U

R E

T Y

B

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T Y

C

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate

Seal SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T Y

D

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T

E

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T

F

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T

G

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

INSTRUCTIONS

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

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

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

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

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

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

(c) When individual sureties are involved, a completed Affidavit of Individual Surety (Standard Form 28) for each individual surety, shall accompany the bond.

The Government may require the surety to furnish additional substantiating information concerning its financial capability.

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

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

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

STANDARD FORM 24 (REV. 8/2016) BACK

Table of Contents Project: WY NPS YELL 10(23), Grand Loop Road – Old Faithful to West Thumb

TABLE OF CONTENTS

08/01/19–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-43

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

Division 300 ..................................................................................................................... F-9

Division 400 ................................................................................................................... F-19

Division 550 ................................................................................................................... F-44

Division 600 ................................................................................................................... F-46

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

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

Yellowstone National Park Size and Weight Limitations of Traffic ............................................ I-1

Yellowstone National Park Director’s Order #65: Explosives Use and Blasting Safety ............ J-1

Table of Contents

(This page intentionally left blank)

A-1

Notice to Offeror Project: WY NPS YELL 10(23), Grand Loop Road – Old Faithful to West Thumb

NOTICE TO OFFEROR

04/02/21–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 in Yellowstone National Park 28 miles east of West Yellowstone, Montana in Teton County, Wyoming. Approximate Global Positioning System (GPS) coordinates for the beginning of the project are N44.485634, W110.850290 .

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

II. Pre‐proposal Information.

GENERAL AND TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR

THIS PROJECT WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS

ON 12/09/2021.

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/1ccd87f454b34de7991c50db5e65e69e/view.

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

MATOC. This solicitation is solicited under the Yellowstone/Grand Teton Multiple Award Task Order Contract (MATOC). Selection of the successful offer is based on price.

Multiple Schedules. Offers for the construction of this project are being invited under three bid schedules, designated A, B and C. Schedule A, Schedule B and Schedule C are not alternate bids.

Complete all schedules according to Subsection 102.02 of the special contract requirements.

Award of the task order will be made according to Subsection 102.05A.

A-2

Project: WY NPS YELL 10(23), Grand Loop Road – Old Faithful to West Thumb

Electronic Plan Sheets. This solicitation includes electronic plan sheets available at https://sam.gov/opp/1ccd87f454b34de7991c50db5e65e69e/view. A paper copy of the plan sheets is available by submitting the form posted with this solicitation.

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

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 offers, modifications, and withdrawals. Facsimile and email offers are not authorized for this solicitation. Offers may be modified or withdrawn by email, if such notice is received by the time specified for receipt of offers. The Government will not be responsible for any failure attributable to the transmission or receipt of email data. See FAR Provision 52.215-1, Instructions to Offerors – Competitive Acquisition. EMAIL WFL.Contracts@dot.gov. To confirm receipt, call 360.619.7520.

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/.

COVID-19 Site Access Constraints. There may be access constraints related to the COVID-19 Pandemic. If you are intending to submit a Offer and are unable to visit the sites because of access constraints related to the COVID-19 Pandemic, please let us know.

A-2a

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. Section 563, Painting; Section 604, Manholes, Inlets, and Catch Basins;

Section 617, Guardrail; and Section 725, Miscellaneous Material specify a proprietary product.

See FAR Provision 52.211-6, Brand Name or Equal, when opting to use alternate products.

The following Bid Items require the application of a “Brand Name or Equal” Product.

60409-0000 Inlet Top, Metal Frame and Grate (Modification).

61701-4550 Guardrail System MGS, Type 2, Class A Wood Posts.

61702-1200 Terminal Section, Type LST.

61702-1500 Terminal Section, Type MGS Tangent.

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.

Carefully review Sections 563, 604, 617, and 725 of the Special Contract Requirements, and account for all material lead time(s) associated with performing work under these Sections.

Price Adjustment Clause. A price adjustment specification for fuel and asphalt binder has been included in this task order. See Subsection 109.06A.

A-2b

Project: WY NPS YELL 10(23), Grand Loop Road – Old Faithful to West Thumb

Lab Trailers. The Government offers to make available to the Contractor a laboratory trailer with test equipment. See Subsection 154.04A, Laboratory Trailer and Testing Equipment.

1R 08

12 14

11-15-2021

Federal Highway Administration Western Federal Lands Highway Div.

610 E. 5th St. Vancouver WA 98661

This solicitation is designed WY NPS YELL 10(23), Grand Loop Road-Old Faithful to West Thumb

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

A-3 x x x x

Federal Highway Administration Western Federal Lands Highway Div.

610 E. 5th St.

Vancouver WA 98661

A-4

A-5

Continuation SF 1442 Project: WY NPS YELL 10(23), Grand Loop Rd - Old Faithful to West Thumb

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 https://beta.sam.gov/ .

Insert the solicitation number in the 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 call the Department of Labor at 415.625.7716 (DRBA - Western Region) 972.850.2627 (DRBA – Southwest Region).

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 Beta.Sam website.

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.

ESTIMATED PRICE RANGE. The price range of the project work is over $20,000,000,000.

A-6

Continuation SF 1442 Project: WY NPS YELL 10(23), Grand Loop Rd - Old Faithful to West Thumb

SUBCONTRACTING PLAN. This Request for Proposals requires an offeror who is a LARGE business to submit an acceptable subcontracting plan prior to award with their proposal. A large business is one whose average gross annual receipts over the past 3 years equal $39.5 million or more. For your information the subcontracting plan form is included beginning on page A-6a. This requirement does not apply to SMALL businesses

A-6a

ATTACHMENT 1 – FHWA SUBCONTRACTING PLAN

1. INSTRUCTIONS:

• Where subcontracting opportunities will not exist for the solicitation, the bidder/offeror shall submit a response outlining the rationale for making this determination with its proposal/bid. The statement shall be signed by an official authorized to make decisions on behalf of the firm.

• The following information shall be provided in the bidder/offeror subcontracting plan submission and shall be expressed in terms of goal percentages of the total planned subcontracting dollars.

• Text lines may be added to this template as needed.

e. Rationale if establishing a goal lower than 3% for VOSB:

1 Any dollar amount applied to SDVOSB also applies to VOSB.

2 In this document, the term WOSB includes Economically Disadvantaged WOSB (EDWOSB) concerns.

SUBCONTRACTING PLAN for Solicitation number: 69056721R000008

a. Total prime contract amount: $

RATIO PERCENT

b. Total planned subcontract awards: $

c. Total planned subcontract awards to other than small business concerns (i.e., large, non-profit, etc.)

$ (c/b) % d.

Total planned subcontract awards to Small Business concerns (SB) (not elsewhere counted in e. f. g. or h. below)

(d/b) e.

Total planned subcontract awards to Veteran Owned Small Business concerns (VOSB)1:

(e/b) f.

Total planned subcontract awards to Service Disabled Veteran Owned Small Business concerns (SDVOSB):

(f/b) g.

Total planned subcontract awards to Small Business concerns located in Historically Underutilized Business Zones (HUBZone):

(g/b) h.

Total planned subcontract awards to Small Disadvantaged Business (SDB) concerns (includes 8(a)s, Alaska Native Corporations (ANC) and Indian Tribes):

(h/b) i.

Total planned subcontract awards to Women-Owned Small Business concerns (WOSB)2 concerns:

(i/b) j.

Combined total planned subcontract awards to all small business (SB) concerns:

NOTE: If a subcontractor qualifies in more than one sub-category of SB above, show that amount in each applicable sub-category, but include that amount only once in this line.

$ (d+e+f+ g+h+i)/b

A-6b

f. Rationale if establishing a goal lower than 3% for SDVOSB:

g. Rationale if establishing a goal lower than 3% for HUBZone:

h. Rationale if establishing a goal lower than 5% for SDB:

i. Rationale if establishing a goal lower than 5% for WOSB:

j. Rationale if establishing a goal lower than 48% for SB:

2. The following principal types of supplies and/or services are planned to be subcontracted under this contract. [Add additional rows if more space is needed.]

3. The following methods was used to develop the subcontract percentage goals:

3 List all applicable size standards for each proposed subcontractor.

Type of Supply/Service to be Subcontracted

Company/Firm Name

Address

Subcontractor Size Standard (Other Than

SB, SB, VOSB, SDVOSB,

HUBZone, SDB, WOSB)3

A-6c

4. The following methods were used to identify potential subcontract sources for solicitation purposes. (i.e. source lists used and organizations contacted to identify potential SB concerns, such as the System for Award Management (www.SAM.gov), Dynamic Small Business Search (www.DSBS.sba.gov), trade associations, industry conferences/fairs, etc.)

5. [Select appropriate option.] Indirect costs [were/were not] included in establishing the subcontracting goals specified in the table above.

6. If indirect costs were included, the following method was used to determine the proportionate share of indirect costs to be incurred with SB, VOSB, SDVOSB, HUBZone, SDB and WOSB subcontractors:

7. The following individual will administer the subcontracting program:

Name:

Title:

Address:

Telephone:

E-mail:

This individual's specific duties, as they relate to the subcontracting program, are as follows:

8. The following efforts will be taken to ensure that SB, SDB, VOSB, SDVOSB, HUBZone, and WOSB subcontractors will have an equitable opportunity to compete for subcontracts:

[initial] It is agreed that FAR Clause 52.219-8, Utilization of Small Business Concerns, will be included in all subcontracts, which offer further subcontracting opportunities. It is http://www.sam.gov/ http://www.dsbs.sba.gov/

A-6d further agreed that all subcontractors (except small business concerns) at all tiers below the prime contractor who receive subcontracts in excess of $700,000 ($1.5M for construction of any public facility with further subcontracting possibilities) will be required to adopt and comply with a subcontracting plan in accordance with FAR Clause 52.219-9.

9. The following types of records will be maintained concerning procedures that have been adopted to comply with the requirements and goals in the plan (i.e., establishment of source lists, guides and other data that identify SB, VOSB, SDVOSB, HUBZone, SDB and WOSB concerns; a description of the offeror’s efforts to locate SB, VOSB, SDVOSB, HUBZone, SDB and WOSB concerns and to award subcontracts to them, etc.) and shall be maintained through completion of the contract:

10. In accordance with FAR Subpart 19.704(a)(10) through (15), the Contractor further agrees to:

[Initial each line]

Cooperate in any studies or surveys as may be required;

Submit periodic reports as may be required so that the Government can determine the extent of compliance by the Contractor with the subcontracting plan;

After November 30, 2017, include subcontracting data for each order when reporting subcontracting achievements for indefinite-delivery, indefinite-quantity contracts intended for use by multiple agencies;

Submit the Individual Subcontract Report (ISR), and the Summary Subcontract Report (SSR) using the Electronic Subcontracting Reporting System (eSRS) at http://www.esrs.gov/ within the timeframes identified at FAR Subpart 19.704(a)(10)(iv);

Ensure that other than small business subcontractors with subcontracting plans agree to submit eSRS documents online as required;

Provide its prime contract number and its unique entity identifier, and the e-mail address of the offeror’s official responsible for acknowledging receipt of or rejecting the ISRs to all first-tier subcontractors with subcontracting plans so they can enter this information into the eSRS when submitting their ISRs;

Require that each subcontractor with a subcontracting plan provide the prime contract number, its own unique entity identifier, and the e-mail address of the subcontractor’s official responsible for acknowledging receipt of or rejecting the ISRs, to its subcontractors with subcontracting plans;

Make a good faith effort to acquire articles, equipment, supplies, services, or materials, or obtain the performance of construction work from the small business concerns that the offeror used in preparing the bid or proposal, in the same or greater http://www.esrs.gov/

A-6e scope, amount, and quality used in preparing and submitting the bid or proposal;

Provide the contracting officer with a written explanation if the contractor fails to acquire articles, equipment, supplies, services or materials or obtain the performance of construction work as described in FAR 19.704(a)(12) of this section. This written explanation will be submitted to the contracting officer within 30 days of contract completion;

Will not prohibit a subcontractor from discussing with the contracting officer any material matter pertaining to payment to or utilization of a subcontractor; and

Pay its small business subcontractors on time and in accordance with the terms and conditions of the subcontract, and notify the contracting officer if the offeror pays a reduced or an untimely payment to a small business subcontractor (see FAR 52.242-5).

Submitted by:

POC Name:

Title:

Email Address:

Company Name:

Mailing Address:

Signature http://farsite.hill.af.mil/reghtml/regs/far2afmcfars/fardfars/far/52_237.htm#P308_50712

A-7

Bid Schedule Project No.: WY NPS YELL 10(23) Project Name: Grand Loop Road-Old Faithful to West Thumb

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 bid 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.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the specified brand name product(s) for the respective work under Sections 563, 604, 617, and 725; complete the following (See FAR Provision 52.211-6, Brand Name or Equal).

For Items 60409-0000 Inlet Top, Metal Frame and Grate (Modification); 61701-4550 Guardrail System MGS, Type 2, Class A Wood Posts; 61702-1200 Terminal Section, Type LST; and 61702-1500 Terminal Section, Type MGS Tangent; our firm offers in lieu of the brand name Natina® Steel specified under Subsection 725.19:

Brand Name 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 563, 604, 617, 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 offeror 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.

A - 8

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

12,770 LNFT $____________ $____________

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

12,040 LNFT $____________ $____________

A0160 15705-1700 SOIL EROSION CONTROL, FILTER BERM

114,300 LNFT $____________ $____________

A0180 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

520 LNFT $____________ $____________

A0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM

220 EACH $____________ $____________

A0220 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

30 EACH $____________ $____________

A0240 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A0260 20301-1900 REMOVAL OF PIPE CULVERT

15 EACH $____________ $____________

A0280 20301-2000 REMOVAL OF PIPE END SECTION

16 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

Project No:WY NPS YELL 10(23)

Project Name:GRAND LOOP ROAD – OLD FAITHFUL TO WEST THUMB

A - 9

A0300 20301-2400 REMOVAL OF SIGN

57 EACH $____________ $____________

A0320 20301-2400 REMOVAL OF SIGN (GOVERNMENT FURNISHED)

34 EACH $____________ $____________

A0340 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , SLOPE DRAIN

2 EACH $____________ $____________

A0360 20301-3700 REMOVAL OF TERMINAL SECTION (BCT)

26 EACH $____________ $____________

A0380 20302-0400 REMOVAL OF CURB, ASPHALT

11,180 LNFT $____________ $____________

A0400 20302-0625 REMOVAL OF CURB, LOG

2,020 LNFT $____________ $____________

A0420 20302-1200 REMOVAL OF GUARDRAIL

8,950 LNFT $____________ $____________

A0440 20303-1100 REMOVAL OF MEDIAN, STONE

320 SQYD $____________ $____________

A0460 20303-1200 REMOVAL OF PAVED WATERWAY, ASPHALT

190 SQYD $____________ $____________

A0480 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

970 SQYD $____________ $____________

A0500 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

260 SQYD $____________ $____________

A0520 20402-0000 SUBEXCAVATION

30,500 CUYD $____________ $____________

A0540 20411-0000 SELECT BORROW

33,100 TON $____________ $____________

A0560 20425-1000 DITCH, EXCAVATION

230 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 10

A0580 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B (WOVEN)

25,400 SQYD $____________ $____________

A0600 20704-0000 GEOMEMBRANE

1,200 SQYD $____________ $____________

A0620 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM

1,200 SQYD $____________ $____________

A0640 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

80 CUYD $____________ $____________

A0660 30202-2000 ROADWAY AGGREGATE, METHOD 2

13,900 TON $____________ $____________

A0680 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING

22.00 MILE $____________ $____________

A0700 30302-1000 DITCH RECONDITIONING

2,460 LNFT $____________ $____________

A0720 30303-2000 AGGREGATE SURFACE RECONDITIONING

970 SQYD $____________ $____________

A0740 31002-2000 COLD IN-PLACE RECYCLED ASPHALT BASE COURSE, TYPE B (4-INCH

DEPTH)

175,000 SQYD $____________ $____________

A0760 31010-0000 EMULSIFIED ASPHALT

1,290 TON $____________ $____________

A0780 31011-0000 LIME OR CEMENT

370 TON $____________ $____________

A0820 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

29,700 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 11

A0840 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

300 TON $____________ $____________

A0880 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

4,900 TON $____________ $____________

A0900 40601-0000 FOG SEAL

80 TON $____________ $____________

A0920 41201-0000 TACK COAT

110 TON $____________ $____________

A0940 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH

4,000 SQYD $____________ $____________

A0960 60201-0300 8-INCH PIPE CULVERT

10 LNFT $____________ $____________

A0980 60201-0800 24-INCH PIPE CULVERT

1,230 LNFT $____________ $____________

A1000 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

18 EACH $____________ $____________

A1020 60406-0000 INLET ADJUSTMENT

2 EACH $____________ $____________

A1040 60409-0000 INLET TOP, METAL FRAME AND GRATE (MODIFICATION)

2 EACH $____________ $____________

A1060 60510-0700 6-INCH COLLECTOR PIPE

5,310 LNFT $____________ $____________

A1080 60510-0800 6-INCH OUTLET PIPE

850 LNFT $____________ $____________

A1100 60522-0000 SAND

150 CUYD $____________ $____________

A1120 60704-0000 CLEANING CULVERT IN PLACE

35 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 12

A1140 60707-0700 LINING 36-INCH PIPE CULVERT

160 LNFT $____________ $____________

A1160 60801-0200 PAVED WATERWAY, TYPE 2

250 SQYD $____________ $____________

A1180 60901-2100 CURB, ASPHALT, 4-INCH DEPTH

13,400 LNFT $____________ $____________

A1200 60901-7000 CURB, LOG

1,650 LNFT $____________ $____________

A1220 61501-1100 SIDEWALK, ASPHALT

260 SQYD $____________ $____________

A1240 61503-5000 MEDIAN, STONE

320 SQYD $____________ $____________

A1260 61504-3000 ACCESSIBILITY RAMP, ASPHALT

10 SQYD $____________ $____________

A1280 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS

6,520 LNFT $____________ $____________

A1300 61702-1200 TERMINAL SECTION, TYPE LST

6 EACH $____________ $____________

A1320 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

10 EACH $____________ $____________

A1340 61902-0900 GATE, METAL (40 FOOT WIDTH)

1 EACH $____________ $____________

A1360 61902-0900 GATE, METAL (16 FOOT WIDTH)

1 EACH $____________ $____________

A1380 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

4 EACH $____________ $____________

A1400 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

9 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 13

A1420 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

100 HOUR $____________ $____________

A1440 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

100 HOUR $____________ $____________

A1460 62201-3000 HYDRAULIC EXCAVATOR (MINI EXCAVATOR, 69" MINIMUM WIDTH,

WITH THUMB ATTACHMENT)

150 HOUR $____________ $____________

A1480 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

A1500 62302-0000 SPECIAL LABOR (STONE MASON)

50 HOUR $____________ $____________

A1520 62516-1000 MULCHING, DRY METHOD

18,740 SQYD $____________ $____________

A1540 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

33 EACH $____________ $____________

A1560 63302-0000 SIGN SYSTEM

374 SQFT $____________ $____________

A1580 63315-0000 RUMBLE STRIP

70 SQYD $____________ $____________

A1600 63318-1000 SNOW POLE HOLDER

750 EACH $____________ $____________

A1620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, EDGE LINE)

202,110 LNFT $____________ $____________

A1640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, PARKING LINE, 4" WIDTH)

1,190 LNFT $____________ $____________

A1660 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW, CENTERLINE)

194,020 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 14

A1680 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, LANE LINE, 8" WIDTH)

1,910 LNFT $____________ $____________

A1700 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, STOP LINE, 12" WIDTH)

220 LNFT $____________ $____________

A1720 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW, CENTERLINE)

17,100 LNFT $____________ $____________

A1740 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED (WHITE, EDGE LINE)

15,170 LNFT $____________ $____________

A1760 63403-0200 PAVEMENT MARKINGS, TYPE B (WHITE, ACCESSIBILITY HATCHED AREA)

290 SQFT $____________ $____________

A1780 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B, CROSSWALK)

2 EACH $____________ $____________

A1800 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW (RIGHT)

2 EACH $____________ $____________

A1820 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

3 EACH $____________ $____________

A1840 63502-0400 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

100 EACH $____________ $____________

A1860 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

30 EACH $____________ $____________

A1880 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

400 EACH $____________ $____________

A1900 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

200 EACH $____________ $____________

A1920 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

65 EACH $____________ $____________

A1940 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

235 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 15

A1960 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

A1980 63502-3700 TEMPORARY TRAFFIC CONTROL, SNOW POLE

80 EACH $____________ $____________

A2000 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,220 LNFT $____________ $____________

A2020 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

10,000 LNFT $____________ $____________

A2040 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

55,600 LNFT $____________ $____________

A2060 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,504 SQFT $____________ $____________

A2080 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

12,420 HOUR $____________ $____________

A2100 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

4,140 HOUR $____________ $____________

A2120 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

414 DAY $____________ $____________

A2140 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL , FLASHING BEACON

2 EACH $____________ $____________

A2160 63602-7000 SYSTEM INSTALLATION, SPEED FEEDBACK SIGN

2 EACH $____________ $____________

A2180 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A2200 64630-0000 ROADSIDE DEVELOPMENT (GRANT CONTRACTOR CAMP)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 16

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule…