RFP_Gros_Ventre.pdf

YELLOWSTONE, GRAND TETON, & SURROUNDING AREA MATOC

TASK ORDER REQUEST FOR PROPOSALS

Solicitation No. DTFH7017R00009

WY NPS GRTE 700(4)

IMPROVE SAFETY AT GROS VENTRE

JUNCTION WITH A MODERN ROUNDABOUT

Solicitation, Offer & Award, Bid Schedule, Contract Clauses, Minimum Wage Schedule, 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 --- Special Notice --- Offer Submittal Checklist --- Authority to Sign --- Bid Bond --- Table of Contents A-1 Notice to Offerors A-3 SF 1442, Solicitation, Offer and

Award A-6a Subcontracting Plan A-7 Bid Schedule B-1 Solicitation Provisions C-1 Contract Clauses D-1 Davis-Bacon Wage Rates E-1 Special Contract Requirements H-1 Permits I-1 Superintendent’s Compendium

PROPOSAL REMINDERS

Electronic proposals will not be accepted.

Submit printed copy to the address listed on the enclosed SF 1442. Before submitting your proposal, please review the following:

• Have you rechecked your 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 “Proposal Enclosed”?

• Does the lower left corner include DTFH7017R00009 and the project number/name?

A-1 Notice to Offerors

Proposal Due Date:

See page A-3, Block 13A mailto:wfl.contracts@dot.gov

PROJECT NAME WY NPS GRTE 700(4)

BEGINNING AT VARIOUS SITES

ENDING AT VARIOUS SITES

ROADWAY LENGTH 0.194 MILES

PATHWAY LENGTH 0.382 MILES

NATIONAL PARK GRAND TETON

COUNTY TETON

STATE WYOMING

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

SPECIAL NOTICE

Solicitation No.: DTFH7017R00009

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

FOLLOWING CONTRACTS AND CONTRACTORS:

Contract Number Contractor Name Contractor Number DTFH7014D00003 Knife River Corporation – Northwest 208.362.6152 DTFH7014D00004 HK Contractors, Inc. 208.523.6600 DTFH7014D00006 Riverside Contracting, Inc. 406.721.9267 DTFH7014D00007 Granite Construction Company 831.724.1011 DTFH7014D00008 Oftedal Construction, Inc. 307.232.2303 DTFH7014D00009 Skanska USA Civil West Rocky 970.565.8000

Mountain District Inc.

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 FBO.

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.

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

Table of Contents Project: WY NPS GRTE 700(4), Improve Safety at Gros Ventre Junction with a Modern Roundabout

(This page intentionally left blank)

Offer Submittal Checklist

Improve Safety at Gros Ventre Junction with a Modern Roundabout

Before submitting your offer, 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 my 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-107)?

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 offer package is submitted. Failure to properly input and/or update your data may cause the offer to be rejected.

Driving Directions to our Vancouver Washington Office:

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

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)

BID BOND

(See instructions on reverse)

OMB Control Number: 9000-0045 Expiration Date: 7/31/2019

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

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PERCENT

OF BID

PRICE

PENAL SUM OF BOND

AMOUNT NOT TO EXCEED

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

BID IDENTIFICATION

BID DATE INVITATION NUMBER

PRINCIPAL

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1. 2.

2.

3.

3.

(Seal) (Seal) (Seal) Corporate Seal

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

NAME(S)

(Typed)

1.

1.

2.

2.

(Seal) (Seal)

CORPORATE SURETY(IES)

SU

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ET

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A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

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

FOR (Construction, Supplies or Services)

OBLIGATION:

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

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

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

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

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

WITNESS:

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

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

Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 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.

JOINT VENTURE

OTHER (Specify)

PARTNERSHIPINDIVIDUAL

CORPORATION

WY NPS GRTE 700(4)

DTFH7017R00009

INSTRUCTIONS

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

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

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

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

(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY(IES)." In the space designated "SURETY(IES)" on the face of the form, insert only the letter identifier corresponding to each of the sureties. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.

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

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

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

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

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

SU

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B

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

Corporate Seal

LIABILITY LIMIT ($)STATE OF INCORPORATION

2.

2.

1.

1.NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

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C

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

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D

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

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Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

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Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

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STANDARD FORM 24 (REV. 8/2016) BACK

Roundabout

TABLE OF CONTENTS

08/01/14–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-35

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

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

Division 300 ................................................................................................................... F-10

Division 400 ................................................................................................................... F-12

Division 500 ................................................................................................................... F-14

Division 550 ................................................................................................................... F-15

Division 600 ................................................................................................................... F-21

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

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

Superintendent’s Compendium ..................................................................................................... I-1

Roundabout

(This page intentionally left blank)

A-1

Notice to Offeror Project: WY NPS GRTE 700(4), Improve Safety at Gros Ventre Junction with a Modern Roundabout

NOTICE TO OFFEROR

11/18/16–FP14

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

The FP-14 is a new release of FLH’s Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. Carefully review the entire FP-14 as significant modifications have been made and new requirements added. Additionally, sections from the previous FP version may have shifted or been deleted.

To view the FP-14 electronically go to:

http://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 seven miles north of Jackson, Wyoming in Teton County. Approximate Global Positioning System (GPS) coordinates for the beginning of the project are 43°34’37”, -110°43’59”.

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.

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

A-2

Project: WY NPS GRTE 700(4), Improve Safety at Gros Ventre Junction with a Modern Roundabout

GENERAL AND TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR

THIS PROJECT WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON October 4, 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://www.fbo.gov/spg/DOT/FHWA/WFL/DTFH7017R00009/listing.html

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

Electronic Plan Sheets. This solicitation includes electronic plan sheets available at https://www.fbo.gov/spg/DOT/FHWA/WFL/DTFH7017R00009/listing.html . 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/portal/public/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 facsimile, 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 facsimile data. See FAR Provision 52.215-1, Instructions to Offerors – Competitive Acquisition. FAX 360.619.7932.

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

Small Business Administration (SBA) backed surety bonds. SBA assistance in locating a

A-2a

Project: WY NPS GRTE 700(4), Improve Safety at Gros Ventre Junction with a Modern Roundabout

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

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

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

III. Post Award Information.

Insurance. Insurance requirements are described in Subsection 107.05.

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

IV. Specifications and Permits.

Specifications. This solicitation and subsequent contract are governed by the Federal Acquisition Regulation (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14. An electronic version may be found at 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 or Equal. Section 711.05, Concrete Curing Material and Admixtures; 713.01, Topsoil; 718.16, Preformed retroreflective tape; 718.18, Reflective Panels; 719.02 and 719.10, Paint; 721.01, Electrical Material; 725.19, Epoxy; and 725.23, Stone Veneer; specifies a proprietary product. See FAR Provision 52.211-6, Brand Name or Equal, when opting to use alternate products. Bid Item 31302-0300 Aggregate-Topsoil Course, 3-inch depth; 50101-0900 Minor Concrete Pavement, reinforced, 9-inch depth (exposed aggregate, colored); 57501-0000 Minor Brige Work; 61503-1000 Median, concrete (colored); 61503-2000 Median, exposed aggregate concrete (colored), 62003-0000, Stone Masonry (Fence); 62410-0000 Placing

A-2b

Project: WY NPS GRTE 700(4), Improve Safety at Gros Ventre Junction with a Modern Roundabout

Manufactured Topsoil (soil and compost); and 63503-0400 Temporary Traffic Control, Concrete Barrier; 63503-0700 Temporary Traffic Control, Pavement Markings; and 63601-2000 System Installation, Lighting have 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. Include with your offer all documentation needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. The evaluation of offers and the determination as to equality of the product offered is the responsibility of the Government and will be based on information furnished by the Offeror as well as other information reasonably available to the contracting office. If the proposed “equal” is determined by the government to be “not equal”, the bid will be considered nonresponsive.

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

See page A-5

HFLWCO1700000044PR See Block 10

A-3

Attn: Contracts

Unique Entity Identifier (formerly DUNS):

CAGE Code:

See Bid Schedule

All items on Bid Schedule

See Page A-5 x

A-4

Federals Highway Administration Western Federal Lands Highway Division Attn: Construction Office 610 East Fifth Street Vancouver, WA 98661-3801

Federals Highway Administration Western Federal Lands Highway Division Attn: Finance 610 East Fifth Street Vancouver, WA 98661-3801

A-5

Continuation SF 1442

WY NPS GRTE 700(4)

Improve Safety at Gros Ventre Junction with a Modern Roundabout

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 fax (360.619.7932) or e-mail at wfl.plans-spec@dot.gov .

QUESTIONS/ANSWERS POSTED ONLINE. You can view questions and answers on the Federal Business Opportunities (FBO) Website https://www.fbo.gov/ .

• Insert the solicitation number in “Keyword / Solicitation #:”

• 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 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 Federal Business Opportunities 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.

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.

Block 24 SUBMITTING INVOICES: See Subsection 109.08 of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-14.

mailto:wfl.contracts@dot.gov mailto:wfl.plans-spec@dot.gov https://www.fbo.gov/

A-6

Continuation SF 1442

ESTIMATED PRICE RANGE. The price range of the project work is between $3,000,000 and $5,000,000.

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 $36.5 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

SUBCONTRACTING PLAN for solicitation number DTFH7017R00009

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 format as needed.

SUBCONTRACTING PLAN for solicitation number DTFH__________________ or, if applicable, Task Order number __________________________

a. Total prime contract amount: $

RATIO GOALS

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 Service-Disabled Veteran Owned Small Business concerns (SDVOSB):

NOTE: The Small Business Act has established a statutory minimum goal of 3% for SDVOSB. Please provide rationale below if establishing a lower goal. $ (e/b) %

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

NOTE: The Small Business Act has established a statutory minimum goal of 3% for HUBZone concerns. Please provide rationale below if establishing a lower goal. $ (f/b) %

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

NOTE: The Small Business Act has established a statutory minimum goal of 5% for SDB. Please provide rationale below if establishing a lower goal. $ (g/b) %

A-6b

e. Offeror/bidder rationale if establishing a goal lower than 3% for SDVOSB:

f. Offeror/bidder rationale if establishing a goal lower than 3% for HUBZone:

g. Offeror/bidder rationale if establishing a goal lower than 5% for SDB:

h. Offeror/bidder rationale if establishing a goal lower than 5% for WOSB:

i. Offeror/bidder rationale if establishing a goal lower than 50% for SB:

1 The term WOSB includes Economically Disadvantaged WOSB (EDWOSB) concerns.

h. Total planned subcontract awards to Women-Owned Small Business concerns (WOSB)1 concerns:

NOTE: The Small Business Act has established a statutory minimum goal of 5% for WOSB. Please provide rationale below if establishing a lower goal. $ (h/b) %

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

NOTE: The U.S. Small Business Administration (SBA) has established a minimum goal of 50% for SB (to include all categories noted above) for the US Department Of Transportation (USDOT). Please provide rationale in the narrative section below if establishing a lower goal.

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)/b %

A-6c

2. The following principal types of supplies and/or services are planned to be subcontracted under this contract. (Indicate if planned to subcontract to other than business concerns, SB, SDVOSB, HUBZone, SDB, or WOSB/EDWOSB.

Type of

Supply/Service to be Subcontracted

Company/Firm Name

Address

Subcontractor Size Standard (Other Than SB, SB, SDVOSB, HUBZone, SDB, WOSB)2

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

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 (SAM), Dynamic Small Business Search (DSBS), 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, SDVOSB, HUBZone, SDB and WOSB/EDWOSB subcontractors:

7. The following individual will administer the subcontracting program:

Name: _______________________________________________ Title: ________________________________________________

2 Please list all applicable size standards for each proposed subcontractor.

A-6d

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, SDVOSB, HUBZone, SDB, and

WOSB subcontractors will have an equitable opportunity to compete for subcontracts:

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 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, SDVOSB, HUBZone, SDB and WOSB concerns; a description of the offeror’s efforts to locate SB, 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:

a. Cooperate in any studies or surveys as may be required;

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

c. 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;

d. 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 http://www.esrs.gov/

A-6e

19.704(a)(10)(iv);

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

f. 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;

g. 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;

h. 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 scope, amount, and quality used in preparing and submitting the bid or proposal;

i. 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;

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

k. 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).

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

A-6f

Submitted by:

Signed Title

Printed Name Email Address

Company Name and Address

Date

A-7

Bid Schedule Project: WY NPS GRTE 700(4)

Improve Safety at Gros Ventre Junction with a modern Roundabout

Bidders 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 Amount Bid for the item will be based on the Unit Bid Price.

When a “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 the amounts bid for all pay items and insert the total bid amount.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the listed brand name products, complete the following (See FAR Provision 52.211-6, Brand Name or Equal):

A. For Item 31302-0300, Aggregate-Topsoil Course, 3-inch depth, our firm offers in lieu of the brand name Pure Element Compost, manufactured by Terra Firma Organics specified in Subsection 713.01 (d) Compost.

Brand: __________________________________________

Manufacturer’s Name: _____________________________

B. For Item 50101-0900, Minor Concrete Pavement, reinforced, 9-inch depth (exposed aggregate, colored), our firm offers in lieu of the brand name for the following colors specified in Subsection 711.05 Concrete Coloring Agents:

Davis Colors: Outback (0.5 677)

Brand: __________________________________________

Manufacturer’s Name: _____________________________

A-8

C. For Item 57501-0000, Minor Bridge Work, our firm offers in lieu of the brand name Pro-Poxy Type III D.O.T., manufactured by Dayton Superior Corporation specified in Subsection 725.19 Epoxy.

Brand: __________________________________________

Manufacturer’s Name: _____________________________

D. For Item 61503-1000, Median concrete (colored), our firm offers in lieu of the brand name for the following colors specified in Subsection 711.05 Concrete Coloring Agents:

Davis Colors: Pebble (0.5 LB 641), manufactured by Davis Colors Brand: __________________________________________

Manufacturer’s Name: _____________________________

E. For Item 61503-2000, Median, exposed aggregate concrete (colored), our firm offers in lieu of the brand name for the following colors specified in Subsection 711.05 Concrete Coloring Agents:

Master Builders Solutions: Spring Moss (MC1510), manufactured by BASF

Brand: __________________________________________

Manufacturer’s Name: _____________________________

F. For Item 62003-0000, Stone Masonry (Fence), our firm offers in lieu of the brand name for the following colors specified in Subsection 711.05 Concrete Coloring Agents:

Master Builders Solutions: Champagne (MC2510), manufactured by BASF

Brand: __________________________________________

Manufacturer’s Name: _____________________________

G. For Item 62410-0000, Placing Manufactured Topsoil (soil and compost), our firm offers in lieu of the brand name Pure Element Compost, manufactured by Terra Firma Organics specified in Subsection 713.01 (d) Compost.

A-9

H. For Item 63503-0400, Temporary Traffic Control, Concrete Barrier, our firm offers in lieu of the brand name 3M Linear Delineation System, manufactured by 3M, Traffic Safety and Security Division specified in Subsection 718.18 Reflective Panels.

I. For Item 63503-0700, Temporary Traffic Control, Pavement Markings, our firm offers in lieu of the brand name 3M High Performance Tape Series 380I ES tape, manufactured by, 3M, Traffic Safety and Security Division specified in Subsection

718.16 (a) Preformed retroreflective tape.

J. For Item 63601-2000, System Installation, Lighting, our firm offers in lieu of the brand name Lutron #NTELV-600WH, manufactured by Lutron Headquarters & Lighting Control Institute, specified in Subsection 721.01 (1) (a) (h) Box Dimmer.

K. For Item 62003-0000, Stone Masonry (Fence), our firm offers in lieu of the brand name Montana Moss Rock, manufactured by Montana Moss Rock Supply, specified in Subsection 725.23 Stone Veneer.

Include with your bid all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. 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”, bid will be considered nonresponsive.

Page A-10

B I D S C H E D U L E Account: ALL

Project No: WY NPS GRTE 700(4)

Name: Improve Safety at Gros Ventre Junction with a Modern RCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15301-0010

Line A0060 ALL LPSM $

15401-0000

Line A0080 ALL LPSM $

15501-0000

Line A0100 ALL LPSM $

15705-1400

Line A0120 2,100 LNFT $ $

15706-1600

Line A0140 2 EACH $ $

15707-1000

Line A0160 5 SLRY $ $

15802-0000

Line A0180 ALL LPSM $

20101-0000

Line A0200 5.4 ACRE (CQ) $ $

20301-0700

Line A0220 15 EACH $ $

20301-2400

Line A0240 9 EACH $ $

20302-0300

Line A0260 192 LNFT (CQ) $ $

20302-2100

Line A0280 66 LNFT $ $

20310-1000

Line A0300 1 EACH $ $

20401-0000

Line A0320 7,550 CUYD $ $

20402-0000

Line A0340 150 CUYD $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL AND ASSURANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

REMOVAL OF CURB AND GUTTER, CONCRETE

REMOVAL OF PIPE CULVERT

PLUG, EXISTING PIPE

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT (timber mat system, government furnished)

SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF DELINEATOR

REMOVAL OF SIGN

ROADWAY EXCAVATION

SUBEXCAVATION

Schedule Total: ________________________

Submitted by: _________________________ david.l.mariman Rectangle

Page A-11

Account: ALL

Project No: WY NPS GRTE 700(4)

Name: Improve Safety at Gros Ventre Junction with a Modern RCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20404-0000

Line A0360 11,900 TON $ $

20411-0000

Line A0380 1,350 TON $ $

20441-0000

Line A0400 380 CUYD $ $

21101-1000

Line A0420 700 SQYD $ $

25101-0200

Line A0440 28 CUYD $ $

25125-0000

Line A0460 29 EACH $ $

25125-0000

Line A0480 3 EACH $ $

30202-2000

Line A0500 7,700 TON $ $

31302-0300

Line A0520 2,580 SQYD $ $

40301-0100

Line A0540 3,350 TON $ $

40301-0200

Line A0560 1,100 TON $ $

41201-0000

Line A0580 4 TON $ $

41301-0600

Line A0600 4,750 SQYD $ $

50101-0900

Line A0620 375 SQYD $ $

50101-0900

Line A0640 210 SQYD $ $

57501-0000

Line A0660 ALL LPSM (CQ) $

57501-0000

Line A0680 ALL LPSM (CQ) $

MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH DEPTH

MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH DEPTH (exposed aggregate, colored)

MINOR BRIDGE WORK (bridge deck overlay, Gros Ventre Irrigation Bridge)

SELECT BORROW

WASTE

ROADWAY OBLITERATION, METHOD 1

ROADWAY AGGREGATE, METHOD 2

AGGREGATE-TOPSOIL COURSE, 3-INCH DEPTH

ASPHALT CONCRETE PAVEMENT, TYPE 1

ASPHALT CONCRETE PAVEMENT, TYPE 2

TACK COAT (GRADE CSS-1, CSS-1h, SG1, SS-1h)

ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

PLACED RIPRAP, METHOD A, CLASS 2

BOULDER (landscaping, government furnished)

BOULDER (bike rack, government furnished)

UNCLASSIFIED BORROW

MINOR BRIDGE WORK (bridge deck overlay, Gros Ventre River Bridge)

Page A-12

Account: ALL

Project No: WY NPS GRTE 700(4)

Name: Improve Safety at Gros Ventre Junction with a Modern RCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60102-0000

Line A0700 65 SQYD $ $

60201-0800

Line A0720 435 LNFT $ $

60210-0800

Line A0740 8 EACH $ $

60801-0400

Line A0760 6 SQYD $ $

60901-0800

Line A0780 195 LNFT $ $

60901-1200

Line A0800 42 LNFT $ $

60902-0600

Line A0820 1,235 LNFT $ $

60902-1000

Line A0840 2,031 LNFT $ $

60905-1000

Line A0860 40 LNFT $ $

61501-0100

Line A0880 55 SQYD $ $

61501-0500

Line A0900 185 SQYD $ $

61503-1000

Line A0920 32 SQYD $ $

61503-1000

Line A0940 470 SQYD $ $

61503-2000

Line A0960 253 SQYD $ $

61505-1000

Line A0980 2 EACH $ $

61509-0000

Line A1000 25 SQYD $ $

61708-1000

Line A1020 136 LNFT $ $

END SECTION FOR 24-INCH PIPE CULVERT

PAVED WATERWAY, TYPE 4

CURB, CONCRETE, 10-INCH DEPTH

CURB, CONCRETE, 14-INCH DEPTH

CURB AND GUTTER, CONCRETE, 8-INCH DEPTH

CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

CONCRETE(4-inch depth)

24-INCH PIPE CULVERT

ACCESSIBILITY RAMP, CONCRETE

DETECTABLE WARNING PANELS

REMOVE AND RESET, GUARDRAIL

GUTTER, CONCRETE

SIDEWALK, CONCRETE (4-inch depth)

SIDEWALK, EXPOSED AGGREGATE CONCRETE (4-inch depth)

MEDIAN, CONCRETE (approach nose)

MEDIAN, CONCRETE (colored)

MEDIAN, EXPOSED AGGREGATE CONCRETE (colored)

Page A-13

Account: ALL

Project No: WY NPS GRTE 700(4)

Name: Improve Safety at Gros Ventre Junction with a Modern RCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61904-0000

Line A1040 10 EACH $ $

61921-1000

Line A1060 30 LNFT $ $

62003-0000

Line A1080 ALL LPSM $

62201-0250

Line A1100 50 HOUR $ $

62201-0600

Line A1120 50 HOUR $ $

62201-0850

Line A1140 50 HOUR $ $

62201-1300

Line A1160 50 HOUR $ $

62201-2350

Line A1180 100 HOUR $ $

62201-2850

Line A1200 50 HOUR $ $

62201-3000

Line A1220 50 HOUR $ $

62201-3300

Line A1240 50 HOUR $ $

62201-3500

Line A1260 100 HOUR $ $

62301-0000

Line A1280 100 HOUR $ $

62302-1100

Line A1300 80 HOUR $ $

62410-0000

Line A1320 8,165 SQYD $ $

62411-0350

Line A1340 5,364 SQYD $ $

63301-1000

Line A1360 3 EACH $ $

BOLLARD POST(removable)

REMOVE AND RESET FENCE

STONE MASONRY (fence)

HYDRAULIC EXCAVATOR

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

LOADER, WHEEL, SKID STEER, 40HP MINIMUM

GENERAL LABOR

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING MANUFACTURED TOPSOIL (soil and compost)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 30-INCH WIDTH

WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

POWER BROOM

MOTOR GRADER, 12 FOOT MINIMUM BLADE

PLACING GOVERNMENT-FURNISHED TOPSOIL, 5-INCH DEPTH

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type 1)

Page A-14

Account: ALL

Project No: WY NPS GRTE 700(4)

Name: Improve Safety at Gros Ventre Junction with a Modern RCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63301-1000

Line A1380 4 EACH $ $

63301-1000

Line A1400 4 EACH $ $

63301-1000

Line A1420 1 EACH $ $

63302-0000

Line A1440 183 SQFT $ $

63316-1000

Line A1460 2 EACH $ $

63316-1000

Line A1480 5 EACH $ $

63318-1000

Line A1500 135 EACH $ $

63318-1000

Line A1520 200 EACH $ $

63401-0300

Line A1540 13,800 LNFT $ $

63401-0300

Line A1560 11,000 LNFT $ $

63401-0300

Line A1580 45 LNFT $ $

63401-0300

Line A1600 550 LNFT $ $

63401-0450

Line A1620 500 LNFT $ $

63401-2100

Line A1640 31 LNFT $ $

63401-2100

Line A1660 1,040 LNFT $ $

63403-0200

Line A1680 55 SQFT $ $

63403-0200

Line A1700 250 SQFT $ $

REMOVE AND RESET SIGN

REMOVE AND RESET SIGN(remove)

SNOW POLE HOLDER (TYPE I)

SNOW POLE HOLDER (TYPE II)

PAVEMENT MARKINGS, TYPE B, SOLID (white)

PAVEMENT MARKINGS, TYPE B, SOLID (yellow)

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type 2)

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type 3)

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type 4)

SIGN SYSTEM

PAVEMENT MARKINGS, TYPE B (crosswalk)

PAVEMENT MARKINGS, TYPE B, SOLID (24-inch white stop line)

PAVEMENT MARKINGS, TYPE B, SOLID (white) (parking lot)

PAVEMENT MARKINGS, TYPE B, DOTTED

PAVEMENT MARKINGS, TYPE K, SOLID (12-inch white stop line)

PAVEMENT MARKINGS, TYPE K, SOLID (yellow)

PAVEMENT MARKINGS, TYPE B (yield line)

Page A-15

Account: ALL

Project…