RFP_Gardiner_.pdf

YELLOWSTONE, GRAND TETON, & SURROUNDING AREA MATOC

TASK ORDER REQUEST FOR PROPOSALS

Solicitation No. DTFH70-14-R-00010

MT PARK 2013 (1)

GARDINER GATEWAY, PHASE I

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-03 - US Customary Units

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 WEB SITE: http://www.wfl.fhwa.dot.gov/contracting/

EMAIL: 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 SF1442, 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

Proposal Due Date:

See Page A-3, Block 13A

PROPOSAL REMINDERS

Electronic bids will not be accepted. Submit printed copy of bid to the address listed on the enclosed SF 1442. Before submitting your bid, please review the following:

• Have you rechecked your bid figures?

• Have you completed the bid schedule?

• Have you completed and signed the SF 1442, Solicitation, Offer & Award?

• Have you acknowledged all amendments?

• Have you completed the Representations &

Certifications (Page B-1)?

• Is your bid guarantee enclosed in proper form and amount (see FAR Clause 52.228-1), including Power of Attorney affidavit?

• Does the lower left corner of the proposal envelope state “Proposal Enclosed”?

• Does the lower left corner include the Solicitation Number and MT PARK 2013 (1) GARDINER

GATEWAY, PHASE I

http://www.wfl.fhwa.dot.gov/contracting/ mailto:wfl.contracts@dot.gov

PROJECT MT PARK 2013(1)

BEGINNING AT VARIOUS SITES

ENDING AT VARIOUS SITES

NATIONAL PARK YELLOWSTONE

COUNTY PARK

STATE MONTANA

LENGTH 1.139 MILES

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

SPECIAL NOTICE

MT PARK 2013(1)

Solicitation No.: DTFH70-14-R-00010

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 DTFH7014D00005 Eagle Peak Rock & Paving, Inc. 530.233.4568 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:

Construction Projects:http://www.wfl.fhwa.dot.gov/contracting/construction/upcoming.htm Description: This web page contains links to access upcoming (synopsized) projects, advertised (solicitation) projects, bids and proposals received, awarded projects, awarded IDIQ contracts, bid tabs, and bid history.

Advertised Projects: www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm

Description: This web page contains projects that are out for bid with links to the Federal Business Opportunities project page, question submittals, and a link to the project Question and Answers.

Yellowstone/Grand Teton MATOC1: http://www.wfl.fhwa.dot.gov/contracting/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://www.wfl.fhwa.dot.gov/contracting/construction/upcoming.htm http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm http://www.wfl.fhwa.dot.gov/contracting/construction/idiq/ygt.htm

RESERVED

Offer Submittal Checklist

Before submitting your offer, please review the following:

Done?

Is this in the envelope?

Offer 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 DUNS number 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?

Offer Schedule (see page A-7) Did I insert “Unit Bid Price” and “Amount Bid” for each bid item?

Did the appropriate official initial corrections?

Did I include the “Total” on the last page of each bid schedule?

Did I include the firm’s name on the last page of each bid schedule?

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) Offers received without a valid bid bond may be delayed.

Did I complete my bid bond correctly?

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 & other fill-ins 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 (clauses begin on page C-1)?

System for Award Management (SAM) https://www.sam.gov/portal/public/SAM/ Do we have up-to-date data in SAM?

Vets100 Reporting http://www.dol.gov/vets/vets100filing.htm 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 an offer package is submitted. Failure to properly input and/or update your data may cause the offer to be delayed.

https://www.sam.gov/portal/public/SAM/ http://www.dol.gov/vets/vets100filing.htm

Driving Directions to our Vancouver Washington Office:

See our web page at http://www.wfl.fhwa.dot.gov/about/directions.htm http://www.wfl.fhwa.dot.gov/about/directions.htm

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)

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

Expiration Date: 6/30/2016 Public reporting burden for this collection of information is estimated to average 25 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspects of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat (MVR), Federal Acquisition Policy Division, GSA, Washington, DC 20405.

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

INDIVIDUAL

JOINT VENTURE

PARTNERSHIP

CORPORATION

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

FOR (Construction, supplies, or Services)

INVITATION NO.

OBLIGATION

We, the Principal and Surety (ies) are firmly bound to the United States of America (hereinafter call 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 or 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 executes 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 obligations is not impaired by any extension(s) of the time for acceptance of the bid that the principal may grand to the Government. Notice to the surety (ies) of extensions (s) are waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the periods 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)

NAME(S) &

TITLE(S)

(Typed)

1.

1. 2.

2.

3.

3.

(Seal) (Seal) (Seal) Corporate Seal

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

NAME(S)

(Typed)

1.

1.

2.

2.

(Seal) (Seal)

CORPORATE SURETY(IES)

SU

R

ET

Y

A

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

AUTHORIZED FOR LOCAL REPRODUCTION

Pervious edition is usable

STANDARD FORM 24 (REV. 10/1998)

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

DTFH70-14-R-00010

SU

R

ET

Y

B

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

Corporate Seal

LIABILITY LIMIT ($)STATE OF INC.

2.

2.

1.

1.NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

C

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INC.

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

D

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INC.

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

E

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INC.

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

F

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INC.

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

G

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., ab 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) Corporation executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitation listed therein. where more than one corporate surety is involved, their names and address shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY (IES)." In the space designed "SURETY (IES)" on the face of the form, insert only the letter identification of the sureties.

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

5. Corporations executing the bond shall affix their corporate seals. Individuals shall execute the bond opposite the word " Corporate Seal";

and shall affix an adhesive seal if executed in Maine, New Hampshire, or any other jurisdiction requiring adhesive seals.

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

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

STANDARD FORM 24 (REV. 10/1998) BACK

Table of Contents Project: MT Park 2013(1), Gardiner Gateway, Phase 1

03USC03/19/14

TABLE OF CONTENTS

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 (SCRs)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-03) U.S.

Customary Version, U.S. Department of Transportation, Federal Highway Administration.

Division 100..................................................................................................................... E-1 Division 150................................................................................................................... E-36

Division 200..................................................................................................................... F-1 Division 250................................................................................................................... F-12 Division 300................................................................................................................... F-19 Division 400................................................................................................................... F-25 Division 550................................................................................................................... F-43 Division 600................................................................................................................... F-46

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

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

A-1

Notice to Offeror

03USC03/19/14

NOTICE TO OFFEROR

I. Project Location.

The project work is located in Gardiner, Montana in Park County. Approximate Global Positioning System (GPS) coordinates for the beginning of the project are North 45 degrees, 1 minutes 51.25 seconds; West 110 degrees, 42 minutes 19.76 seconds.

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.

Multiple Schedules. Bids for the construction of this project are being invited under two bid schedules, designated A and B. Schedule A and Schedule B are not alternate bids. Complete both schedules according to Subsection 102.02 of the special contract requirements. Award of the contract will be made according to Subsection 102.05A.

Electronic Plans. This solicitation includes electronic plan sheets available at http://www.wfl.fhwa.dot.gov/contracting/construction/plans/gardiner/. The plan sheets can be viewed or downloaded by individual sections, or by the entire plan set. A paper copy of the plan sheets is available by submitting the form posted with this solicitation.

Physical Data. Geotechnical, environmental, hydraulic, and design data applicable to this project is listed in FAR Clause 52.236-4 Physical Data. A CD of the physical data is available by submitting the form posted with this solicitation.

TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR THIS PROJECT

WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON JANUARY 29, 2015.

Questions can be submitted and answers viewed by going to project information at:

http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm Every attempt to respond to questions will be made. However, response to questions received after the above posted date is not guaranteed.

http://www.wfl.fhwa.dot.gov/contracting/construction/plans/gardiner/

A-2

REPS & CERTS. 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 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).

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 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. To confirm receipt, call 360.619.7520.

Attention Limited Liability Company (LLCs). If you are an LLC, do not complete the “Type of Organization” block on the SF-24 Bid Bond form. None of the four boxes fit your entity.

However, if you are an LLC and you are submitting a bid as part of a joint venture or partnership, check the applicable box.

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 requirements are set forth 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.

https://www.sam.gov/portal/public/SAM/ http://www.cpars.gov/index.htm

A-2a

EEBACS. Use the Government’s web-based system, Engineer’s Estimating, Bidding, Award, and Construction System (EEBACS), to prepare all Contractor’s Daily Report of Construction Operations (CDR’s) and measurement notes (pay notes).

Submit a user account form to gain access to the EEBACS system. See Subsection 108.01.

A user guide, “EEBACS for Construction Contractors”, is available. An electronic version can be found at http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm

IV. Specifications and Permits.

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-03 U.S. Customary Units. Obtain paper copies of the FP-03 by calling 360.619.7520, e-mailing at plans_spec@dot.gov, or writing Federal Highway Administration, 610 East Fifth Street, Vancouver, WA 98661. An electronic version may be found at http://flh.fhwa.dot.gov/resources/pse/specs/fp-03.htm.

NPDES Permits. Carefully review Sections 107 and 157 in the Special Contract Requirements. New requirements are included relating to National Pollutant Discharge Elimination System (NPDES) permitting and the Storm Water Pollution Prevention Plan (SWPPP), that substantially change the work required under these Sections as compared to previous versions. Work on the SWPPP may begin before the Notice to Proceed is given (see Subsection 107.01A(b)).

Brand Name or Equal. Section 615 Sidewalk, Precast Concrete Pavers, Section 619 Fences, Gates, and Cattle Guards, and Section 636 Signal, Lighting, and Electrical Systems specify proprietary products. See FAR Provision 52.211-6, Brand Name or Equal, when opting to use alternate products. Bid Items 61501-0400 Sidewalk, Precast Concrete Pavers, 61901-0000 Fence (Type 1a, 4’ height), 61901-0000 Fence (Type 2a, 5’ height), 61901-0000 Fence (Type 3a, YTR sidewalk), 63601-2000 System Installation, Lighting (YTR Walkway), and 63601-2000 System Installation, Lighting (Park Street) 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. 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 offer will not be considered for award.

http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm http://flh.fhwa.dot.gov/resources/pse/specs/fp-03.htm

A-2b

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

Carefully review Section 155 Schedules for Construction Contracts in the Special Contract Requirements. New requirements are included that change the work required under this section as compared to previous versions. A change to the progress payment approval concerning schedule submissions has also been included in this contract. See Subsections 155.03 and 155.05.

Warm Mix Asphalt (WMA) technology is now allowed as an option and has been included in this contract. See Section 401 – Asphalt Concrete Pavement By Gyratory Mix Design Method.

Helen.Radcliff.CTR Typewritten Text

Helen.Radcliff.CTR Typewritten Text

Helen.Radcliff.CTR Typewritten Text A-3

SEE BID SCHEDULE

ALL ITEMS ON BID SCHEDULE

SEE PAGE A-5

Finance Section

Federal Highway Administration

Western Federal Lands Highway Div.

610 East Fifth Street

Vancouver WA 98661-3801

X

Helen.Radcliff.CTR Typewritten Text A-4

Helen.Radcliff.CTR Typewritten Text

A-5

Continuation SF 1442

MT PARK 2013(1), GARDINER GATEWAY, PHASE I

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. You can also submit questions online from our Western Federal Lands webpage as described below.

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 plans_spec@dot.gov (plans_spec@dot.gov).

QUESTIONS/ANSWERS POSTED ONLINE. You can view questions and answers on our Western Federal Lands website http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm.

• In “Advertised Projects”

• Scroll to the project.

• Click on “View all answered Questions”.

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. To obtain copies of Physical Data, submit a written request to the Contracts Section, FAX 360.619-7932 or e-mail us at wfl.contracts@dot.gov. Requests should be made early to assure timely arrival.

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-03 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- 03 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-03 U.S. Customary Units.

mailto:plans_spec@dot.gov

A-6

Continuation SF 1442

ESTIMATED PRICE RANGE. The price range of the project work is between $7,000,000 and $10,000,000.

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

Subcontracting Plan – A-6a

For Information Only. Do not submit with your bid.

NOTES:

• Consider the following FHWA small business goals in development of Task Order

Subcontracting plans and efforts:

FHWA Small Business Goals (As of FY 2013) Business Size Goal (%)

SB 39.1%

SDB 14.1%

HUBzone 14.5%

WOSB 5.8%

SDVOSB 3.0%

• Where the offeror has an existing approved master subcontracting plan, those goals may be reflected in the proposed plan for this task order. Please note as such.

• Where subcontracting opportunities will not exist for this task order, furnish a statement to that effect signed by an authorized official.

• Offeror may use their subcontracting plan format provided the information remains clear, consistent, and meets the requirements of FAR Clause 52.219-9 Small Business Subcontracting Plan.

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

• In the first table, provide information expressed in terms of goal percentages of the total planned subcontracting dollars.

• If a subcontractor qualifies in more than one category, include the subcontract amount in each applicable category. If you have questions, contact the Contracting Officer. [Example: If ABC Inc is a small business, a certified HUBZone small business, and a Women-owned small business, then their subcontract amount of $100,000 would be included in the dollar values shown in rows d, g, and i.]

Subcontracting Plan – A-6b

• The following principal types of supplies and/or services are planned to be subcontracted under this task order. (Indicate if planned to subcontract to a LARGE, SB, VOSB, SDVOSB, HUBz, SDB, or WOSB business concern.)

Type of Supply/Service to be subcontracted

Company (if known)

Address (city/state)

Subcontractor type

LARGE, SB, VOSB,

SDVOSB, HUBz, SDB, WOSB

(enter one or more as applicable)

TASK ORDER SUBCONTRACTING PLAN

a. Total prime task order amount $

Ratio Goals

Percent

b. Total planned subcontract awards $

c. Total planned subcontract awards to Large Business concerns (LARGE) $

d. Total planned subcontract awards to all Small

Business concerns (SB) $ (d/b) %

e. Total planned subcontract awards to Veteran-Owned

Small Business concerns (VOSB) $ (e/b) %

f. Total planned subcontract awards to Service-Disabled

Veteran-Owned Small Business concerns (SDVOSB) $ (f/b) %

g. Total planned subcontract awards to certified

HUBZone Small Business concerns (HUBz) $ (g/b) %

h. Total planned subcontract awards to Small Disadvantaged Business concerns (SDB) (includes ANCs and Indian Tribes) $ (h/b) %

i. Total planned subcontract awards to Women-Owned Small Business concerns (WOSB) $ (i/b) %

Subcontracting Plan – A-6c

• The following methods were used to develop the subcontract percentage goals:

• The following methods were used to identify potential subcontract sources for solicitation purposes.

(What source lists were used, such as the System for Award Management (SAM), Veterans service organizations, the National Minority Purchasing Council Vendor Information Service, the Research and Information Division of the Minority Business Development Agency in the Department of Commerce, or small, HUBZone, small disadvantaged, and women-owned small business trade associations, and what organizations were contacted to identify potential SB, VOSB, SDVOSB, HUBz, SDB, and WOSB subcontractors.):

• (Check one) Indirect costs (_)were (__)were not included in establishing the subcontracting goals specified in the table above.

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

• The following individual will administer the subcontracting program:

Name:_______________________________________________ Title:________________________________________________ Telephone & e-mail:____________________________________________________________

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

• The following efforts will be taken to ensure that SB, VOSB, SDVOSB, HUBz, SDB, and WOSB business concerns will have an equitable opportunity to compete for subcontracts:

Subcontracting Plan – A-6d

• It is agreed that: a) FAR Clause 52.219-8, Utilization of Small Business Concerns, will be included in all subcontracts that offer further subcontracting opportunities; and b) All subcontractors (except small business concerns) at all tiers below the prime contractor who receive subcontracts in excess of $650,000 ($1,500,000 if construction) will be required to adopt and comply with a subcontracting plan in accordance with FAR Clause 52.219-9 Small Business Subcontracting Plan.

• The Contractor 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. Submit Subcontracting Report for Individual Contracts and Summary Subcontract Report, to the following Electronic Subcontract Reporting System (eSRS) web site: http://esrs.gov/

d. Ensure that its large business subcontractors with subcontracting plans agree to submit eSRS documents online as required.

e. Provide its prime task order number, its DUNS number, and the email address of the offeror/bidder’s official responsible for reviewing reports to all first-tier subcontractors with a subcontracting plan.

f. Require that each subcontractor with a subcontracting plan provide the prime task order number, its own DUNS number, and the email address of the subcontractor official responsible for reviewing the reports to its subcontractors.

• The following types of records concerning procedures that have been adopted to comply with the requirements and goals in the plan shall be maintained through task order completion:

a. Source lists, guides, and other data used to identify SB, VOSB, SDVOSB, HUBz, SDB, and

WOSB concerns.

b. Organizations contacted in an attempt to locate sources that are SB, VOSB, SDVOSB, HUBz, SDB, and WOSB concerns.

c. Records on each subcontract award of more than $150,000 indicating:

i. whether Small businesses were solicited, and if not, why not;

ii. whether VOSB were solicited, and if not, why not:

iii. whether SDVOSB were solicited, and if not, why not:

iv. whether HUBz's were solicited, and if not, why not;

v. whether SDB's were solicited, and if not, why not;

vi. whether WOSB's were solicited, and if not, why not; and

vii. if applicable, the reason award was not made to a small business concern.

d. Records of outreach efforts to contact the following in an attempt to locate SB, VOSB, SDVOSB, HUBz, SDB, and WOSB sources:

i. trade associations,

ii. business development organizations, http://esrs.gov/

Subcontracting Plan – A-6e

iii. conferences, and trade fairs

iv. veterans service organizations

e. Records of internal guidance and encouragement provided to buyers through:

i. Workshops, seminars, training programs, etc.

ii. Monitoring performance to evaluate compliance with the program’s requirements.

f. On a task order-by-task order basis, records to support award data submitted by the Contractor to the Government, including the name, address and business size of each subcontractor.

• In order to effectively implement this plan, the contractor agrees to perform the functions listed in paragraph (e) of FAR Clause 52.219-9 Small Business Subcontracting Plan.

• The Contractor acknowledges that a failure of the Contractor or subcontractor to comply in good faith with clause 52.219-8, Utilization of Small Business Concerns, or this approved subcontracting plan shall be considered a material breach of the task order.

Contractor

Signed Date

Printed Name Title

Company Name and Address

Email address

Federal Highway Administration

Accepted by: _______________________________________ __________________ Angy Liljedahl, Contracting Officer Date

A - 7

Offerors 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 61501-0400, Sidewalk, Precast Concrete Pavers in Schedules A and B , our firm offers in lieu of the brand name specified:

Brand: __________________________________________

Manufacturer's Name: _____________________________

•B. For Item 61901-0000, Fence (Type 1a, 4' height) in Schedule A, our firm offers in lieu of the brand name specified:

Brand: __________________________________________

Manufacturer's Name: _____________________________

•C. For Item 61901-0000, Fence (Type 2a, 5' height) in Schedule A, our firm offers in lieu of the brand name specified:

Brand: __________________________________________

Manufacturer's Name: _____________________________

•D. For Item 61901-0000, Fence (Type 3a, YTR sidewalk - posts only) in Schedule A, our firm offers in lieu of the brand name specified:

Brand: __________________________________________

Manufacturer's Name: _____________________________

Bid Schedule

Project No:MT PARK 2013(1)

Project Name:Gardiner Gateway, Phase 1

A - 8

•E. For Item 63601-2000, System Installation, Lighting (YTR Walkway) in Schedules A and B , our firm offers in lieu of the brand name specified:

Brand: __________________________________________

Manufacturer's Name: _____________________________

•F. For Item 63601-2000, System Installation, Lighting (Park Street) in Schedules A and B , our firm offers in lieu of the brand name specified:

Brand: __________________________________________

Manufacturer's Name: _____________________________

Include with your offer 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", offeror will not be considered for award.

Bid Schedule

A - 9

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

25501-0000 MECHANICALLY STABILIZED EARTH WALL (Arch Park retaining wall)

41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

62407-0000 PLACING CONSERVED TOPSOIL

62409-0000 PLACING MANUFACTURED TOPSOIL

62410-0000 PLACING MANUFACTURED TOPSOIL (6-inch depth)

62516-1000 MULCHING, DRY METHOD (2-inch additional depth at trees)

62516-1000 MULCHING, DRY METHOD (1-inch depth)

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,165 LNFT $____________ $____________

A0140 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE (check dam)

1,440 LNFT $____________ $____________

A0160 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

1,829 LNFT $____________ $____________

A0180 15706-0300 SOIL EROSION CONTROL, SANDBAG

36 EACH $____________ $____________

A0200 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

34 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 10

A0220 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

7 EACH $____________ $____________

A0240 20101-0000 CLEARING AND GRUBBING

3.9 ACRE $____________ $____________

A0260 20301-0100 REMOVAL OF BOLLARD

8 EACH $____________ $____________

A0280 20301-0200 REMOVAL OF BOULDER

10 EACH $____________ $____________

A0300 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

A0320 20301-1200 REMOVAL OF HEADWALL

2 EACH $____________ $____________

A0340 20301-1400 REMOVAL OF INLET

8 EACH $____________ $____________

A0360 20301-1500 REMOVAL OF LIGHT POLE

3 EACH $____________ $____________

A0380 20301-1900 REMOVAL OF PIPE CULVERT

9 EACH $____________ $____________

A0400 20301-2300 REMOVAL OF SIGN/MARKER

29 EACH $____________ $____________

A0420 20301-2700 REMOVAL OF STRUCTURE (Wood walkway at YA)

1 EACH $____________ $____________

A0440 20301-2700 REMOVAL OF STRUCTURE (Shed)

1 EACH $____________ $____________

A0460 20301-2700 REMOVAL OF STRUCTURE (Wayside Exhibit)

1 EACH $____________ $____________

A0480 20301-3000 REMOVAL OF TRASH RECEPTACLE (including recycle receptacle)

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 11

A0500 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

892 LNFT $____________ $____________

A0520 20302-0700 REMOVAL OF FENCE (log rail)

51 LNFT $____________ $____________

A0540 20302-0700 REMOVAL OF FENCE (old iron park fence)

1,249 LNFT $____________ $____________

A0560 20302-2400 REMOVAL OF WHEELSTOPS (log)

420 LNFT $____________ $____________

A0580 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

1,060 SQYD $____________ $____________

A0600 20303-3600 REMOVAL OF WALL (concrete wall at YA)

10 SQYD $____________ $____________

A0620 20310-1000 PLUG, EXISTING PIPE

4 EACH $____________ $____________

A0640 20401-0000 ROADWAY EXCAVATION

35,000 CUYD $____________ $____________

A0660 20402-0000 SUBEXCAVATION

2,500 CUYD $____________ $____________

A0680 20410-0000 SELECT BORROW

3,300 CUYD $____________ $____________

A0700 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

1,024 CUYD $____________ $____________

A0720 20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B

300 SQYD $____________ $____________

A0740 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM

110 SQYD $____________ $____________

A0760 25101-1000 PLACED RIPRAP, CLASS 1 (basalt)

60 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 12

A0780 25101-3000 PLACED RIPRAP, CLASS 3

70 CUYD $____________ $____________

A0800 25101-4000 PLACED RIPRAP, CLASS 4

140 CUYD $____________ $____________

A0820 25101-5000 PLACED RIPRAP, CLASS 5

30 CUYD $____________ $____________

A0840 25124-0000 RIVER COBBLES

680 CUYD $____________ $____________

A0860 25125-0000 BOULDER (placement)

20 EACH $____________ $____________

A0880 25501-0000 MECHANICALLY STABILIZED EARTH WALL (Arch Park retaining wall)

3,118 SQFT $____________ $____________

A0900 25510-0000 SELECT GRANULAR BACKFILL

275 CUYD $____________ $____________

A0920 25801-0000 REINFORCED CONCRETE RETAINING WALL

160 SQFT $____________ $____________

A0940 30101-2000 AGGREGATE BASE GRADING D (pavement connections)

650 TON $____________ $____________

A0960 30101-2000 AGGREGATE BASE GRADING D

5,300 TON $____________ $____________

A0980 30801-1000 ROADWAY AGGREGATE, METHOD 1

220 CUYD $____________ $____________

A1000 31006-000 RECYCLED AGGREGATE BASE

4,500 TON $____________ $____________

A1020 40101-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

240 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 13

A1040 40101-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL (prelevel)

15 TON $____________ $____________

A1060 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

6,900 TON $____________ $____________

A1080 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

70 TON $____________ $____________

A1100 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

18.0 TON $____________ $____________

A1120 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

1,570 SQYD $____________ $____________

A1140 55706-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (Awning Supports)

ALL LPSM $___LPSM_____ $____________

A1160 56202-0000 TEMPORARY SUPPORT STRUCTURE

ALL LPSM $___LPSM_____ $____________

A1180 60102-0000 CONCRETE (wall repair)

44 SQYD $____________ $____________

A1200 60201-0200 6-INCH PIPE CULVERT (perforated and wrapped)

245 LNFT $____________ $____________

A1220 60201-0400 12-INCH PIPE CULVERT

1,150 LNFT $____________ $____________

A1240 60201-0800 24-INCH PIPE CULVERT

535 LNFT $____________ $____________

A1260 60201-0900 30-INCH PIPE CULVERT

760 LNFT $____________ $____________

A1280 60201-1000 36-INCH PIPE CULVERT (ductile iron)

100 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 14

A1300 60201-1000 36-INCH PIPE CULVERT

935 LNFT $____________ $____________

A1320 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

40 LNFT $____________ $____________

A1340 60401-0000 MANHOLE (drywell, 60-inch dia)

5 EACH $____________ $____________

A1360 60401-1000 MANHOLE, TYPE 1 (60-inch dia)

3 EACH $____________ $____________

A1380 60401-3000 MANHOLE, TYPE 3 (60-inch dia)

11 EACH $____________ $____________

A1400 60401-3000 MANHOLE, TYPE 3 (48-inch dia)

11 EACH $____________ $____________

A1420 60403-0000 INLET (type II)

10 EACH $____________ $____________

A1440 60403-0000 INLET

19 EACH $____________ $____________

A1460 60405-0000 MANHOLE ADJUSTMENT (sewer manhole)

4 EACH $____________ $____________

A1480 60405-0000 MANHOLE ADJUSTMENT (60-inch dia)

1 EACH $____________ $____________

A1500 60415-0000 TRENCH DRAIN

2 EACH $____________ $____________

A1520 60417-0000 CLEANOUT

1 EACH $____________ $____________

A1540 60417-0000 CLEANOUT (adjust sewer cleanout)

2 EACH $____________ $____________

A1560 60420-0000 OUTLET STRUCTURE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 15

A1580 60526-0000 DRAINAGE CHASE

30 LNFT $____________ $____________

A1600 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

369 LNFT $____________ $____________

A1620 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH

2,600 LNFT $____________ $____________

A1640 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (sloping)

1,332 LNFT $____________ $____________

A1660 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

3,272 LNFT $____________ $____________

A1680 60915-4000 WHEELSTOP, RUBBER

5 EACH $____________ $____________

A1700 61108-1000 ADJUST WATER VALVE

34 EACH $____________ $____________

A1720 61108-2000 ADJUST FIRE HYDRANT

3 EACH $____________ $____________

A1740 61110-1000 IRRIGATION SYSTEM (Arch Park)

ALL LPSM $___LPSM_____ $____________

A1760 61202-0800 8-INCH SEWER LINE, DUCTILE IRON

22 LNFT $____________ $____________

A1780 61501-0100 SIDEWALK, CONCRETE (6-inch thick)

30 SQYD $____________ $____________

A1800 61501-0100 SIDEWALK, CONCRETE (alley approach)

60 SQYD $____________ $____________

A1820 61501-0100 SIDEWALK, CONCRETE (driveway approach)

170 SQYD $____________ $____________

A1840 61501-0100 SIDEWALK, CONCRETE (4-inch thickness)

3,100 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 16

A1860 61501-0400 SIDEWALK, PRECAST CONCRETE PAVERS (Arch Park Stage)

340 SQYD $____________ $____________

A1880 61501-1100 SIDEWALK, ASPHALT (3-inch thickness)

1,840 SQYD $____________ $____________

A1900 61504-1000 ACCESSIBILITY RAMP, CONCRETE (includes truncated domes)

870 SQYD $____________ $____________

A1920 61901-0000 FENCE (Type 1a, 4' height)

260 LNFT $____________ $____________

A1940 61901-0000 FENCE (Type 2a, 5' height)

1,240 LNFT $____________ $____________

A1960 61901-0000 FENCE (Type 3a, YTR sidewalk)

560 LNFT $____________ $____________

A1980 61901-0000 FENCE (temporary)

4,900 LNFT $____________ $____________

A2000 61901-1300 FENCE, CHAIN LINK (temporary)

2,000 LNFT $____________ $____________

A2020 61921-1000 REMOVE AND RESET FENCE (temporary chain link)

5,000 LNFT $____________ $____________

A2040 62010-0000 STONE MASONRY (36-inch height wall)

60 LNFT $____________ $____________

A2060 62010-0000 STONE MASONRY (52-inch height wall)

22 LNFT $____________ $____________

A2080 62010-0000 STONE MASONRY (30-inch seatwall for stage)

221 LNFT $____________ $____________

A2100 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

6 EACH $____________ $____________

A2120 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 17

A2140 62013-2000 STONE MASONRY WALL (Cobble wall at Arch House)

43 SQYD $____________ $____________

A2160 62013-2000 STONE MASONRY WALL (veneer)

275 SQYD $____________ $____________

A2180 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

1 EACH $____________ $____________

A2200 62201-0250 DUMP TRUCK, 10 CUBIC…