RFP_Book1_Grand_Loop.pdf

YELLOWSTONE, GRAND TETON, & SURROUNDING AREA MATOC

TASK ORDER REQUEST FOR PROPOSALS

Solicitation No. DTFH70-13-R-00004

WY PRA YELL 10(17)

GRAND LOOP ROAD, NORRIS TO GOLDEN GATE, PHASE I BOOK 1 OF 2

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

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/ e-mail: wfl.contracts@dot.gov

WORLD HERITAGE SITE

Proposal Due Date:

See page A-3, Block 13A

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

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 DTFH70-13-R- 00004 and the project number/name?

A-1 Notice to Offerors http://www.wfl.fhwa.dot.gov/contracting/ mailto:wfl.contracts@dot.gov

PROJECT NAME WY PRA YELL 10(17)

GRAND LOOP ROAD, NORRIS TO GOLDEN GATE, PHASE I

SCHEDULE A LENGTH 4.555 MILES

Grand Loop Road, 40+00 to 280+50; Culvert Replacements on Norris Geyser Basin road; and Elk Park Reclamation

SCHEDULE B LENGTH 5.095 MILES

Grand Loop Road, 40+00 to 309+07.32; culvert Replacements on Norris Geyser Basin Road; and Elk Park Reclamation

SCHEDULE C LENGTH 4.849 MILES

All work under Schedule A and all work associated with Grand Loop Road, 670+40 to 686+00

SCHEDULE D LENGTH 5.390 MILES

All work under Schedule B and all work associated with Grand Loop Road, 670+40 to 686+00

NATIONAL PARK YELLOWSTONE

COUNTY PARK

STATE WYOMING

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

SPECIAL NOTICE

GRAND LOOP ROAD, NORRIS TO GOLDEN GATE, PHASE I

Solicitation No.: DTFH70-13-R-00004

THIS “TASK ORDER REQUEST FOR PROPOSAL” IS SOLELY FOR FIRMS THAT HAVE BEEN

DETERMINED TECHNICALLY ACCEPTABLE DURING PHASE I OF DTFH70-13-R-00001,

YELLOWSTONE, GRAND TETON, & SURROUNDING AREA MULTIPLE AWARD TASK

ORDER CONTRACT (MATOC) RFP.

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 THOSE PRIME CONTRACTORS THAT HAVE BEEN DETERMINED

TECHICALLY ACCEPTABLE.

POTENTIAL SUBCONTRACTORS ARE ENCOURAGED TO SIGN UP AS INTERESTED

VENDORS ON THE PROJECTS FEDERAL BUSINESS OPPORTUNITIES WEBSITE TO

EXPRESS INTEREST TO POTENTIAL PRIME CONTRACTORS. THE NAMES OF POTENTIAL

PRIME CONTRACTORS WILL NOT BE RELEASED.

Additional information may be found on our web pages:

Construction Projects: http://www.wfl.fhwa.dot.gov/contracting/construction/

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.

THIS TASK ORDER REQUEST FOR PROPOSAL IS PART OF THE PRICE

EVALUATION FOR PHASE II OF DTFH70-13-R-00001, YELLOWSTONE, GRAND

TETON, & SURROUNDING AREA MULTIPLE AWARD TASK ORDER CONTRACT

(MATOC) RFP.

***SEE PAGE L-3, STEP 1 OF DTFH70-13-R-00001 YELLOWSTONE, GRAND TETON, &

SURROUNDING AREA MULTIPLE AWARD TASK ORDER CONTRACT (MATOC) RFP.

https://www.fbo.gov/spg/DOT/FHWA/WFL/DTFH70-13-R-00001/listing.html http://www.wfl.fhwa.dot.gov/contracting/construction/ http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm https://www.fbo.gov/spg/DOT/FHWA/WFL/DTFH70-13-R-00001/listing.html

Offer Submittal Checklist

GRAND LOOP ROAD , NORRIS TO GOLDEN GATE, PHASE I

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 DUNS number?

Did I include the number & date of all amendments in block 19?

Did the appropriate official sign/date in block 20A, 20B & 20C?

Subcontracting Plan (see page A-6a) Did I include the completed subcontracting plan (LARGE businesses only) 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?

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) Bids received without a valid bid bond will be rejected.

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 & 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?

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

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

GRAND LOOP ROAD , NORRIS TO GOLDEN GATE, PHASE I

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

Grand Loop Road, Norris to Golden Gate, Phase I

INSTRUCTIONS: When the offeror/ p rinc ipa l is a c orpora tion, inc lude this c ertific a tion with your offer/ b id .

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 ___________________________ (c ompany 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)

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)

DTFH70-13-R-00004

Grand Loop Road, Norris to Golden Gate, Phase I

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: WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

03USC10/06/11

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

Minimum Wage Schedule ...................................................................................................... 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-41

Division 200..................................................................................................................... F-1 Division 250..................................................................................................................... F-34 Division 300..................................................................................................................... F-37 Division 400..................................................................................................................... F-39 Division 550..................................................................................................................... F-66 Division 600..................................................................................................................... F-85

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

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

Storm Water Pollution Prevention Plan ................................................................................... I-1

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

Table of Contents

(This page intentionally left blank)

A-1

Notice to Offeror Project: WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

03USC05/06/13

NOTICE TO OFFEROR

I. Project Location.

The project work is located 11 miles South of Gardiner, Montana in Park County. Approximate Global Positioning System (GPS) coordinates for the beginning of the project are North 44 degrees, 44 minutes 15.51 seconds; West 110 degrees, 41 minutes, 53.78 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.

This solicitation is solicited under the Yellowstone, Grand Teton, & 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 four bid schedules, designated A, B, C, and D. Schedules A, B, C, and D are not alternate bids. Complete all schedules according to Subsection 102.02 of the special contract requirements. Award of the contract will be made according to Subsection 102.05A.

This solicitation includes electronic data listed in FAR Clause 52.236-4, Physical Data and plan sheets. Plan sheets can be found at http://www.wfl.fhwa.dot.gov/contracting/construction/plans/grandloop/.

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. A CD of the physical data is available by submitting the form posted with this solicitation.

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.

TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR THIS PROJECT

WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON February 20, 2014.

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/grandloop/

A-2

Project: WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

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.

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 Construction Contractor Appraisal Support System (CCASS). A user’s manual can be found at https://www.cpars.gov/cparsfiles/pdfs/CCASSPolicyManual.pdf. Upon receiving an email notice of evaluation availability, you will have 30 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.cpars.gov/cparsfiles/pdfs/CCASSPolicyManual.pdf

A-2a

Project: WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

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/

Geotechnical, hydraulic, bridge, and design data applicable to this project is listed in FAR Clause 52.236-4, Physical Data.

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.

A price adjustment specification for fuel and asphalt binder has been included in this contract.

See Subsection 109.06A. Unit bid prices will be evaluated without the adjustment for price fluctuations.

Material sources for asphalt pavement have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(b) and 107.10.

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.

http://flh.fhwa.dot.gov/resources/pse/specs/

A-2b

(This page intentionally left blank)

WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

DUNS NUMBER:

SEE BID SCHEDULE

ALL ITEMS ON THE BID SCHEDULE

See Page A-5

Attn: Finance Federal Highway Administration Western Federal Lands Highway Div.

610 East Fifth Street Vancouver WA 98661-3801

A-5

Continuation SF 1442 WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, 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).You can also submit questions online from our Western Federal Lands webpage as described below.

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.

ESTIMATED PRICE RANGE. The price range of the project work is between $15,000,000 and $25,000,000.

mailto:plans_spec@dot.gov

A-6

Continuation SF 1442 WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

SUBCONTRACTING PLAN. This Request for Proposals requires an offeror who is a LARGE business to submit an acceptable subcontracting plan with their proposal. A large business is one whose average gross annual receipts over the past 3 years equal $33.5 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

WY PRA YELL 10(17), GRAND LOOP ROAD, NORRIS TO GOLDEN GATE, PHASE I

1. NOTES:

• 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.]

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-6b

2. 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)

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

4. 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.):

5. (Check one) 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

Subcontracting Plan – A-6c of indirect costs to be incurred with SB, SDVOSB, HUBz, SDB, and WOSB subcontractors:

7. 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:

8. 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:

9. 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.

10. 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.

http://esrs.gov/

Subcontracting Plan – A-6d

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.

11. 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,

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.

12. 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.

13. 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.

Subcontracting Plan – A-6e

Contractor

Signed Date

Printed Name Title

Company Name and Address

Email address

Federal Highway Administration

Accepted by: _______________________________________ __________________ Elizabeth Firestone, Contracting Officer Date

Subcontracting Plan – A-6f

Reserved

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.

Bid Schedule

Project No:WY PRA YELL 10(17)

Project Name:Grand Loop Road, Norris to Golden Gate, Phase 1

A - 8

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

21101-1000 ROADWAY OBLITERATION, METHOD 1

31001-0000 RECYCLED AGGREGATE BASE

62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

62515-1000 MULCHING, DRY METHOD

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1050 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A1100 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A1150 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1200 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1250 15704-1000 SOIL EROSION CONTROL, PLASTIC LINING

1,700 SQYD $____________ $____________

A1300 15705-0100 SOIL EROSION CONTROL, SILT FENCE

4,470 LNFT $____________ $____________

A1350 15705-0600 SOIL EROSION CONTROL, TEMPORARY 24-INCH CULVERT PIPE

400 LNFT $____________ $____________

A1400 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

500 LNFT $____________ $____________

A1450 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

22,410 LNFT $____________ $____________

A1500 15706-0200 SOIL EROSION CONTROL, CHECK DAM

182 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A1550 15706-0300 SOIL EROSION CONTROL, SANDBAG

440 EACH $____________ $____________

A1600 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1650 20101-0000 CLEARING AND GRUBBING

35.0 ACRE $____________ $____________

A1700 20301-1100 REMOVAL OF GATE , Double swing

3 EACH $____________ $____________

A1750 20301-1200 REMOVAL OF HEADWALL

21 EACH $____________ $____________

A1800 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

A1850 20301-1800 REMOVAL OF MONUMENT

1 EACH $____________ $____________

A1900 20301-1900 REMOVAL OF PIPE CULVERT

11 EACH $____________ $____________

A1950 20301-2000 REMOVAL OF PIPE END SECTION

3 EACH $____________ $____________

A2000 20301-2300 REMOVAL OF SIGN/MARKER

65 EACH $____________ $____________

A2050 20301-2700 REMOVAL OF STRUCTURE Boardwalk

1 EACH $____________ $____________

A2100 20302-0500 REMOVAL OF CURB, CONCRETE

53 LNFT $____________ $____________

A2150 20302-0625 REMOVAL OF CURB, LOG

620 LNFT $____________ $____________

A2200 20303-0300 REMOVAL OF CONCRETE (Pad)

7 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A2250 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

235 SQYD $____________ $____________

A2300 20303-3500 REMOVAL OF STONE MASONRY

25 SQYD $____________ $____________

A2350 20303-3600 REMOVAL OF WALL , (rockery toe)

45 SQYD $____________ $____________

A2400 20303-3600 REMOVAL OF WALL (Timber)

38 SQYD $____________ $____________

A2450 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (log deck)

ALL LPSM $___LPSM_____ $____________

A2500 20401-0000 ROADWAY EXCAVATION

120,000 CUYD $____________ $____________

A2550 20402-0000 SUBEXCAVATION

11,435 CUYD $____________ $____________

A2600 20411-0000 SELECT BORROW

12,700 TON $____________ $____________

A2650 20435-2000 BACKFILL, GRANULAR (quartz sand)

1,360 CUYD $____________ $____________

A2700 20465-0000 CONSERVE AND PLACE BOULDER

175 EACH $____________ $____________

A2750 20701-0700 EARTHWORK GEOTEXTILE, TYPE II-A

2,550 SQYD $____________ $____________

A2800 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

9,860 SQYD $____________ $____________

A2850 20703-2000 GEOGRID, BIAXIAL

1,600 SQYD $____________ $____________

A2900 20704-0000 GEOMEMBRANE

20,000 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A2950 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM

41,000 SQYD $____________ $____________

A3000 21101-1000 ROADWAY OBLITERATION, METHOD 1

18,535 SQYD $____________ $____________

A3050 25101-0000 PLACED RIPRAP

1,919 CUYD $____________ $____________

A3100 25101-3000 PLACED RIPRAP, CLASS 3

50 CUYD $____________ $____________

A3150 25120-1000 RIPRAP DITCH, CLASS 1

1,690 LNFT $____________ $____________

A3200 30802-2000 ROADWAY AGGREGATE, METHOD 2

8,490 TON $____________ $____________

A3250 31001-0000 RECYCLED AGGREGATE BASE

63,950 SQYD $____________ $____________

A3350 40101-1000 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

20,500 TON $____________ $____________

A3450 40401-0000 MINOR HOT ASPHALT CONCRETE

10 TON $____________ $____________

A3500 40801-0000 COLD RECYCLED ASPHALT BASE COURSE

28,900 TON $____________ $____________

A3550 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

77 TON $____________ $____________

A3600 41105-0000 BLOTTER

1,070 TON $____________ $____________

A3650 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

180 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A3700 57501-0000 MINOR BRIDGE WORK

ALL LPSM $___LPSM_____ $____________

A3750 60201-0600 18-INCH PIPE CULVERT

175 LNFT $____________ $____________

A3800 60201-0800 24-INCH PIPE CULVERT

2,185 LNFT $____________ $____________

A3850 60201-0900 30-INCH PIPE CULVERT

120 LNFT $____________ $____________

A3900 60201-1000 36-INCH PIPE CULVERT

230 LNFT $____________ $____________

A3950 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

A4000 60404-1000 CATCH BASIN, TYPE 1

1 EACH $____________ $____________

A4050 60501-0000 STANDARD UNDERDRAIN SYSTEM

312 LNFT $____________ $____________

A4100 60510-0700 6-INCH COLLECTOR PIPE

1,100 LNFT $____________ $____________

A4150 60510-0800 6-INCH OUTLET PIPE

430 LNFT $____________ $____________

A4200 60801-0200 PAVED WATERWAY, TYPE 2 (6-foot width)

143 SQYD $____________ $____________

A4250 60901-3500 CURB, STONE, TYPE 1, 12-INCH DEPTH

400 LNFT $____________ $____________

A4300 60901-7000 CURB, LOG

1,488 LNFT $____________ $____________

A4350 61501-1100 SIDEWALK, ASPHALT

280 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A4400 61902-0900 GATE, METAL (40-foot width)

2 EACH $____________ $____________

A4450 61902-0900 GATE, METAL , (32-foot width)

1 EACH $____________ $____________

A4500 62002-0000 STONE MASONRY (Channel)

37 SQYD $____________ $____________

A4550 62002-0000 STONE MASONRY (Basin)

21 SQYD $____________ $____________

A4600 62010-0000 STONE MASONRY , Curb

120 LNFT $____________ $____________

A4650 62010-3000 STONE MASONRY GUARDWALL TYPE 1

210 LNFT $____________ $____________

A4700 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

A4750 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

71 EACH $____________ $____________

A4800 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

A4850 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

8 EACH $____________ $____________

A4900 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

200 HOUR $____________ $____________

A4950 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

200 HOUR $____________ $____________

A5000 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

200 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A5050 62201-1350 BULLDOZER, 200HP MINIMUM FLYWHEEL POWER

200 HOUR $____________ $____________

A5100 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

400 HOUR $____________ $____________

A5150 62201-3750 CHAIN SAW

60 HOUR $____________ $____________

A5200 62301-0000 GENERAL LABOR

1,500 HOUR $____________ $____________

A5250 62302-0000 SPECIAL LABOR (Carpenter)

200 HOUR $____________ $____________

A5300 62302-0000 SPECIAL LABOR (Stone Mason)

200 HOUR $____________ $____________

A5350 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

30.7 ACRE $____________ $____________

A5400 62515-1000 MULCHING, DRY METHOD

30.7 ACRE $____________ $____________

A5450 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

30 EACH $____________ $____________

A5500 63302-0000 SIGN SYSTEM

159 SQFT $____________ $____________

A5550 63308-2000 OBJECT MARKER, TYPE 2

12 EACH $____________ $____________

A5600 63308-3000 OBJECT MARKER, TYPE 3

12 EACH $____________ $____________

A5650 63318-1000 SNOWPOLE HOLDER

77 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A5700 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID White

90,620 LNFT $____________ $____________

A5750 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID Yellow

79,200 LNFT $____________ $____________

A5800 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN YELLOW

13,420 LNFT $____________ $____________

A5850 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED

10,832 LNFT $____________ $____________

A5900 63403-0200 PAVEMENT MARKINGS, TYPE B Solid White, (Stop Line)

150 SQFT $____________ $____________

A5950 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

A6000 63502-0400 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

85 EACH $____________ $____________

A6050 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

16 EACH $____________ $____________

A6100 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

175 EACH $____________ $____________

A6150 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

75 EACH $____________ $____________

A6200 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

40 EACH $____________ $____________

A6250 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

80 EACH $____________ $____________

A6300 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

160 EACH $____________ $____________

A6350 63502-3700 TEMPORARY TRAFFIC CONTROL, SNOWPOLE

48 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 16

A6400 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

24,050 LNFT $____________ $____________

A6450 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

3,000 LNFT $____________ $____________

A6500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,370 SQFT $____________ $____________

A6550 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,250 HOUR $____________ $____________

A6600 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

324 DAY $____________ $____________

A6650 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

7,368 FXHR $38.00 $279,984.00

A6700 63601-3000 SYSTEM INSTALLATION, ELECTRICAL

ALL LPSM $___LPSM_____ $____________

A6750 63701-0000 FIELD OFFICE (relocation)

1 EACH $____________ $____________

A6800 64604-3000 FIXTURE, PEDESTRIAN RAILING (TYPE 3)

195 LNFT $____________ $____________

A6850 64604-3000 FIXTURE, PEDESTRIAN RAILING (TYPE 1)

145 LNFT $____________ $____________

A6900 64604-3000 FIXTURE, PEDESTRIAN RAILING (TYPE 2)

110 LNFT $____________ $____________

A6950 64620-1100 REMOVE AND RESET KIOSK

1 EACH $____________ $____________

A7000 64632-0000 ROADSIDE DEVELOPMENT (REMOVE AND RESET STAIRS)

10 SQYD $____________ $____________

A7050 64702-1000 MITIGATION, LANDSCAPING LOG

5,280 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 17

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 18

20101-0000 CLEARING AND GRUBBING

21101-1000 ROADWAY OBLITERATION, METHOD 1

31001-0000 RECYCLED AGGREGATE BASE

62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

62515-1000 MULCHING, DRY METHOD

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

B1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B1050 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B1100 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

B1150 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B1200 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B1250 15704-1000 SOIL EROSION CONTROL, PLASTIC LINING

1,800 SQYD $____________ $____________

B1300 15705-0100 SOIL EROSION CONTROL, SILT FENCE

4,780 LNFT $____________ $____________

B1350 15705-0600 SOIL EROSION CONTROL, TEMPORARY 24-INCH CULVERT PIPE

400 LNFT $____________ $____________

B1400 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

500 LNFT $____________ $____________

B1450 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

25,505 LNFT $____________ $____________

B1500 15706-0200 SOIL EROSION CONTROL, CHECK DAM

197 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 19

B1550 15706-0300 SOIL EROSION CONTROL, SANDBAG

565 EACH $____________ $____________

B1600 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

B1650 20101-0000 CLEARING AND GRUBBING

39.5 ACRE $____________ $____________

B1700 20301-1100 REMOVAL OF GATE , Double swing

3 EACH $____________ $____________

B1750 20301-1200 REMOVAL OF HEADWALL

24 EACH $____________ $____________

B1800 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

B1850 20301-1800 REMOVAL OF MONUMENT

1 EACH $____________ $____________

B1900 20301-1900 REMOVAL OF PIPE CULVERT

12 EACH $____________ $____________

B1950 20301-2000 REMOVAL OF PIPE END SECTION

3 EACH $____________ $____________

B2000 20301-2300 REMOVAL OF SIGN/MARKER

70 EACH $____________ $____________

B2050 20301-2700 REMOVAL OF STRUCTURE Boardwalk

1 EACH $____________ $____________

B2100 20302-0500 REMOVAL OF CURB, CONCRETE

53 LNFT $____________ $____________

B2150 20302-0625 REMOVAL OF CURB, LOG

620 LNFT $____________ $____________

B2200 20303-0300 REMOVAL OF CONCRETE (PAD)

7 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 20

B2250 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

235 SQYD $____________ $____________

B2300 20303-3500 REMOVAL OF STONE MASONRY

25 SQYD $____________ $____________

B2350 20303-3600 REMOVAL OF WALL , (rockery toe)

45 SQYD $____________ $____________

B2400 20303-3600 REMOVAL OF WALL (Timber)

38 SQYD $____________ $____________

B2450 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (log deck)

ALL LPSM $___LPSM_____ $____________

B2500 20401-0000 ROADWAY EXCAVATION

137,100 CUYD $____________ $____________

B2550 20402-0000 SUBEXCAVATION

13,520 CUYD $____________ $____________

B2600 20411-0000 SELECT BORROW

18,605 TON $____________ $____________

B2650 20435-2000 BACKFILL, GRANULAR (quartz sand)

1,470 CUYD $____________ $____________

B2700 20465-0000 CONSERVE AND PLACE BOULDER

185 EACH $____________ $____________

B2750 20701-0700 EARTHWORK GEOTEXTILE, TYPE II-A

2,550 SQYD…