RFP-69056721R000010.pdf

YELLOWSTONE, GRAND TETON, & SURROUNDING AREA MATOC TASK ORDER

REQUEST FOR PROPOSALS

Solicitation No. 69056721R000010 Project Number: WY NPS FRTE 2017(1), Project Name: Moose Wilson Road Phase 1

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 Reserved J-1 Fire Protection Plan

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 proposal, 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?

Bid Opening Date:

See Page A-3, Block 13A

A-1 Notice to Bidders

PROJECT No. WY NPS FRTE 2017(1), PROJECT NAME Moose Wilson Road Phase 1

SCHEDULE A

BEGINNING AT See plans

ENDING AT See plans

LENGTH 3.7 miles

NATIONAL Grand Teton National Park

COUNTY Teton

STATE Wyoming

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

SPECIAL NOTICE

WY NPS FRTE 2017(1),

Moose Wilson Road Phase 1

Solicitation No.: 69056721R000016

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 FRTE 2017(1), Moose Wilson Road Phase 1

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 Page B-5 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-112)

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 FRTE 2017(1), Moose Wilson Road Phase 1

Driving Directions to our Vancouver Washington Office:

Directions to WFLHD

Authority to Sign Project: WY NPS FRTE 2017(1), Moose Wilson Road Phase 1

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.

(Seal)

3.

(Seal) Corporate Seal NAME(S) &

TITLE(S)

(Typed)

1. 2. 3.

INDIVIDUAL SURETY(IES)

SIGNATURE(S) 1.

(Seal)

2.

(Seal)

NAME(S)

(Typed)

1. 2.

CORPORATE SURETY(IES)

S U

R E

T Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

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

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

INDIVIDUAL PARTNERSHIP JOINT VENTURE

CORPORATION OTHER (Specify)

STATE OF INCORPORATION

69056721R000010 WY NPS GRTE 2017(1), Moose Wilson Road Phase 1

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

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

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 GRTE 2017(1), Moose Wilson Road Phase 1

TABLE OF CONTENTS

08/01/19–FP14

DESCRIPTION PAGE

Notice to Offeror ......................................................................................................................... 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-41 Division 200 ..................................................................................................................... F-1 Division 250 ..................................................................................................................... F-9 Division 300 ................................................................................................................... F-10 Division 400 ................................................................................................................... F-20 Division 500 ................................................................................................................... F-43 Division 550 ................................................................................................................... F-47 Division 600 ................................................................................................................... F-57 Division 700 .................................................................................................................... G-1

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

Reserved ........................................................................................................................................ I-1

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

Table of Contents Project: WY NPS GRTE 2017(1), Moose Wilson Road Phase 1

(This page intentionally left blank)

A-1

Notice to Offeror Project: WY NPS GRTE 2017(1), Moose Wilson Road Phase 1

NOTICE TO OFFEROR

11/08/21–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://flh.fhwa.dot.gov/business/resources/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 13.2 miles northwest of Jackson, Wyoming in Teton County. Approximate Global Positioning System (GPS) coordinates for the beginning of the project are 43°35'49.37"N, 110°48'12.87"W.

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

II. Pre‐proposal Information.

GENERAL AND TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR

THIS PROJECT WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON March 7, 2022.

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/3e3dad2b688544fcaa26a7cf1eaf97e1/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.

Electronic Plan Sheets. This solicitation includes electronic plan sheets available at https://sam.gov/opp/3e3dad2b688544fcaa26a7cf1eaf97e1/view. A paper copy of the plan sheets is available by submitting the form posted with this solicitation.

A-2

Project: WY NPS GRTE 2017(1), Moose Wilson Road Phase 1

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 an Offer and are unable to visit the sites because of access constraints related to the COVID-19 Pandemic, please let us know.

Warranty Requirements. This contract contains warranty requirements. See Sections 404 and 503.

A-2a

Project: WY NPS GRTE 2017(1), Moose Wilson Road Phase 1

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 http://flh.fhwa.dot.gov/business/resources/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 Products. This contract contains requirements for Brand Name Only and Brand Name or Equal Products. Carefully review Sections 501, 601, 615, 633, 646, 711, 713, 718, and 721, and account for all material lead time(s) associated with performing the work under these Sections.

(a) Brand Name Only. Proposed equal products are not allowed for the brand name products listed in Section 501, Minor Concrete Pavement; Section 601, Minor Concrete Structures;

Section 615, Sidewalks, Pads, and Paved Medians; Section 646, Roadside Development (Added Section); Section 711, Concrete Curing Material and Admixtures; Section 713, Roadside Improvement Material; and Section 721, Electrical and Illumination Material.

The following Bid Items require the use of Brand Name Products.

50101-0600 Minor Concrete Pavement, Reinforced, 6-inch Depth (Color) 61503-1000 Median, Concrete (4-inch Depth, Color) 64603-1000 Fixture, Trash Receptacle (Bearsaver CE 340) 64603-1000 Fixture, Vault Toilet (CXT Double Cascadian with Chase) 64605-0000 Fixture (CCTV Surveillance Camera System)

A-2b

Project: WY NPS GRTE 2017(1), Moose Wilson Road Phase 1

(b) Brand Name or Equal. Section 633, Permanent Traffic Control; and Section 718, Traffic Signing and Marking Material specifies a proprietary product. See FAR Provision 52.211-6, Brand Name or Equal, when opting to use alternate products.

Bid Item 63309-0900 Delineator, Type Flexible (PEXCO) has been identified as "Brand Name or Equal".

If your offer is based on a brand name different than that listed in the Special Contract Requirements, the proposed "equal" must be identified in the space provided on the Bid Schedule. See Subsection 102.02A.

Material Sources. The Government will furnish concrete eco blocks; timber mats; Government-furnished sign panels; and portable changeable message signs. Other 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).

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.

X

1R 10

03/11 2

02-xx-2022

Federal Highway Administration Western Federal Lands Highway Div.

610 E. 5th St. Vancouver WA 98661

This solicitation is designed WY NPS 2017(1),Moose Wilson Road Phase 1

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

Federal Highway Administration Western Federal Lands Highway Div.

610 E. 5th St.

Vancouver WA 98661

A-4

A-5

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://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)

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 between $10,000,000 and $15,000,000 million.

Continuation SF 1442

A-6

Continuation SF 1442 WY NPS GRTE 2017(1), Moose Wilson Road Phase 1

SUBCONTRACTING PLAN. This Request for Proposals requires an offeror who is a LARGE business to submit an acceptable subcontracting plan prior to contract award. 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: 69056720R000012

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

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.

BRAND NAME OR EQUAL

Proposed equal products for the brand name products listed under Sections 501, 615, 646, 711, 713, and 721 are not allowed. If providing other than these brand name products, complete the following (See FAR Provision 52.211-6, Brand Name or Equal).

For work under Section 633.–PERMANENT TRAFFIC CONTROL, to be performed for Pay Item 63309-0900, Delineator, Type Flexible (PEXCO); our firm offers in lieu of the brand name City Post Model EAC specified under Subsection 718.05(f) Object Marker and Delineator Posts.

Brand:

Manufacturer’s Name:

Include with your bid, all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section(s). The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If proposed “equal” is determined by the government to be “not equal”, the bid will be considered non-responsive.

Bid Schedule

Project No: WY NPS GRTE 2017(1)

Project Name: Moose Wilson Road Phase 1

A - 8

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

20302-0150 REMOVAL OF BRIDGE RAILING (BOX CULVERT)

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH (COLOR)

50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

50101-0900 MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH DEPTH

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55235-0000 EXPANSION JOINTS

55401-1000 REINFORCING STEEL

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

55601-1300 BRIDGE RAILING, TIMBER

55601-1300 BRIDGE RAILING, TIMBER (BOX CULVERT)

55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED

55703-2000 STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING (GLULAM PANELS)

56302-1000 PAINTING, CONCRETE STRUCTURE

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 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (KAUFMAN

CREEK)

ALL LPSM $___LPSM_____ $____________

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,200 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

Project Name:Moose Wilson Road Phase 1

A - 9

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (EXCELSIOR FIBER)

11,500 LNFT $____________ $____________

A0180 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT (TIMBER MAT

TEMPORARY CONSTRUCTION TURNAROUND)

2 EACH $____________ $____________

A0200 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT (GRAVEL

TEMPORARY CONSTRUCTION TURNAROUND)

7 EACH $____________ $____________

A0220 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

3 EACH $____________ $____________

A0240 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0260 20101-0000 CLEARING AND GRUBBING

7.9 ACRE $____________ $____________

A0280 20301-0100 REMOVAL OF BOLLARD

4 EACH $____________ $____________

A0300 20301-0200 REMOVAL OF BOULDER

50 EACH $____________ $____________

A0320 20301-0700 REMOVAL OF DELINEATOR

230 EACH $____________ $____________

A0340 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A0360 20301-1900 REMOVAL OF PIPE CULVERT

8 EACH $____________ $____________

A0380 20301-2400 REMOVAL OF SIGN

25 EACH $____________ $____________

A0400 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (SEPTIC TANK)

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0420 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (FLAG POLE)

1 EACH $____________ $____________

A0440 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (EVAPORATIVE COOLER)

1 EACH $____________ $____________

A0460 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (TRAFFIC DETECTOR

WIRE LOOP)

1 EACH $____________ $____________

A0480 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (PROPANE TANK)

1 EACH $____________ $____________

A0500 20302-0150 REMOVAL OF BRIDGE RAILING (BOX CULVERT)

42 LNFT $____________ $____________

A0520 20302-0500 REMOVAL OF CURB, CONCRETE

360 LNFT $____________ $____________

A0540 20302-0625 REMOVAL OF CURB, LOG

430 LNFT $____________ $____________

A0560 20302-0700 REMOVAL OF FENCE

3,340 LNFT $____________ $____________

A0580 20302-2200 REMOVAL OF SEWERLINE

60 LNFT $____________ $____________

A0600 20302-2210 REMOVAL OF GAS LINE

130 LNFT $____________ $____________

A0620 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

2,980 SQYD $____________ $____________

A0640 20303-2300 REMOVAL OF PAVEMENT, CONCRETE

120 SQYD $____________ $____________

A0660 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

50 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0680 20401-0000 ROADWAY EXCAVATION

4,637 CUYD $____________ $____________

A0700 20403-0000 UNCLASSIFIED BORROW

7,194 CUYD $____________ $____________

A0720 20801-0000 STRUCTURE EXCAVATION

500 CUYD $____________ $____________

A0740 20803-0000 STRUCTURAL BACKFILL

300 CUYD $____________ $____________

A0760 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

A0780 21101-1000 ROADWAY OBLITERATION, METHOD 1

2,190 SQYD $____________ $____________

A0800 21101-2000 ROADWAY OBLITERATION, METHOD 2

22,847 SQYD $____________ $____________

A0820 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

5 CUYD $____________ $____________

A0840 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

16 CUYD $____________ $____________

A0860 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

190 CUYD $____________ $____________

A0880 25125-0000 BOULDER

230 EACH $____________ $____________

A0900 30103-2000 AGGREGATE BASE GRADING D

9,050 CUYD $____________ $____________

A0940 30201-1000 ROADWAY AGGREGATE, METHOD 1 (HORSE PATH)

210 CUYD $____________ $____________

A0960 30303-3000 ROADWAY RECONDITIONING

5,100 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A0980 31303-0000 AGGREGATE-TOPSOIL COURSE

660 CUYD $____________ $____________

A1000 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

11,670 TON $____________ $____________

A1040 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

90 TON $____________ $____________

A1080 41201-0000 TACK COAT

30.0 TON $____________ $____________

A1100 41402-2000 CRACKS, CLEANING AND SEALING

1.4 MILE $____________ $____________

A1120 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

60 SQYD $____________ $____________

A1140 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

1,450 SQYD $____________ $____________

A1160 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH (COLOR)

30 SQYD $____________ $____________

A1180 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

209 SQYD $____________ $____________

A1200 50101-0900 MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH DEPTH

553 SQYD $____________ $____________

A1220 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

129 CUYD $____________ $____________

A1240 55235-0000 EXPANSION JOINTS

40 LNFT $____________ $____________

A1260 55401-1000 REINFORCING STEEL

16,800 LB $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1280 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

10,100 LB $____________ $____________

A1300 55601-1300 BRIDGE RAILING, TIMBER

50 LNFT $____________ $____________

A1320 55601-1300 BRIDGE RAILING, TIMBER (BOX CULVERT)

42 LNFT $____________ $____________

A1340 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED

1 MFBM $____________ $____________

A1360 55703-2000 STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING (GLULAM

PANELS)

51 SQYD $____________ $____________

A1380 56302-1000 PAINTING, CONCRETE STRUCTURE

1,000 SQFT $____________ $____________

A1400 56401-1000 BEARING DEVICE, ELASTOMERIC

8 EACH $____________ $____________

A1420 60201-0400 12-INCH PIPE CULVERT

50 LNFT $____________ $____________

A1440 60201-0600 18-INCH PIPE CULVERT

100 LNFT $____________ $____________

A1460 60201-0800 24-INCH PIPE CULVERT

40 LNFT $____________ $____________

A1480 60201-1000 36-INCH PIPE CULVERT

40 LNFT $____________ $____________

A1500 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

260 LNFT $____________ $____________

A1520 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1540 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

A1560 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

A1580 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

6 EACH $____________ $____________

A1600 60417-0000 CLEANOUT (12-INCH CMP WITH COVER)

1 EACH $____________ $____________

A1620 60901-1200 CURB, CONCRETE, 14-INCH DEPTH (EXPOSED AGGREGATE)

590 LNFT $____________ $____________

A1640 60902-0600 CURB AND GUTTER, CONCRETE, 8-INCH DEPTH

195 LNFT $____________ $____________

A1660 60902-0700 CURB AND GUTTER, CONCRETE, 9-INCH DEPTH (EXPOSED AGGREGATE)

168 LNFT $____________ $____________

A1680 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (EXPOSED AGGREGATE)

964 LNFT $____________ $____________

A1700 60905-1000 GUTTER, CONCRETE

56 LNFT $____________ $____________

A1720 61102-0545 1-INCH WATERLINE (SCHEDULE 40 PVC)

120 LNFT $____________ $____________

A1740 61111-0000 YARD HYDRANT

1 EACH $____________ $____________

A1760 61201-0000 SEWER SYSTEM

ALL LPSM $___LPSM_____ $____________

A1780 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE (6-INCH DEPTH)

10 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A1800 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE (4-INCH DEPTH)

630 SQYD $____________ $____________

A1820 61503-1000 MEDIAN, CONCRETE (4-INCH DEPTH, COLOR)

280 SQYD $____________ $____________

A1840 61503-2000 MEDIAN, EXPOSED AGGREGATE CONCRETE (RIVER ROCK INLAY)

480 SQYD $____________ $____________

A1860 61503-2000 MEDIAN, EXPOSED AGGREGATE CONCRETE (4-INCH DEPTH, ISLAND NOSE)

32 SQYD $____________ $____________

A1880 61509-0000 DETECTABLE WARNING PANELS

21 SQYD $____________ $____________

A1900 61901-0000 FENCE

2,920 LNFT $____________ $____________

A1920 61901-1800 FENCE, CHAIN LINK, 60-INCH HEIGHT (BROWN SLATS, TEMPORARY)

1,990 LNFT $____________ $____________

A1940 61902-1800 GATE, METAL, 24 FEET WIDTH

2 EACH $____________…