IFB_BookOne_WA_PRA_MORA_14(6).pdf

INVITATION FOR BIDS BOOK ONE OF TWO

Solicitation No. DTFH70-13-B-00014

WA PRA MORA 14(6)

NISQUALLY TO PARADISE ROAD, 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 U.S. 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/ e-mail: wfl.contracts@dot.gov

Bid Opening Date:

See Page A-3, Block 13A

QUICK INDEX

Page Item --- Bid Submittal Checklist --- Authority to Sign --- Bid Bond --- Table of Contents A-1 Notice to Bidders A-3 SF 1442, Solicitation, Offer and

Award A-6a Subcontracting Plan A-7 Bid Schedule B-1 Solicitation Provisions C-1 Contract Clauses D-1 Davis-Bacon Wage Rates

BID 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 “Bid Enclosed”?

Does the lower left corner include the Solicitation Number and the project number/name?

A-1 Notice to Bidders

PROJECT NAME WA PRA MORA 14(6)

SCHEDULE A SCHEDULE B

Nisqually to Paradise Road

BEGINNING AT 0+00 (M.P. 0.00) 0+00 (M.P. 0.00)

ENDING AT 346+00 (M.P. 6.55) 346+00 (M.P. 6.55)

Underground Utilities Underground Utilities

Ricksecker Point Loop Road

BEGINNING AT 0+00 (M.P. 0.00) N/A

ENDING AT 54+44 (M.P. 1.03) N/A

MSE Wall MSE Wall

Paradise Valley Road

BEGINNING AT 0+00 (M.P. 0.00) N/A

ENDING AT 116+42 (M.P. 2.20) N/A

Stevens Canyon Road (Pavement Markings)

BEGINNING AT M.P. 0.03 MP 0.03

ENDING AT MP 4.89 MP 4.89

BEGINNING AT M.P. 13.75 MP 13.75

ENDING AT MP 18.99 MP 18.99

NATIONAL PARK MOUNT RAINIER

COUNTY PIERCE AND LEWIS

STATE WASHINGTON

LENGTH SCHEDULE A – 9.789 MILES

SCHEDULE B – 6.553 MILES

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

Bid Submittal Checklist

Before submitting your bid, please review the following:

Done?

Is this in the envelope?

Bid Envelope

Did I correctly address the envelope? (See page A-3, blocks 7 & 8) Does the lower left corner of the envelope include the Solicitation Number and the project name/number?

Pages A-3 & A-4 (SF 1442, Solicitation Offer & Award)

Did I include our firm name and address in block 14?

Did I include our firm’s phone number in block 15?

Did I include our firm’s remittance address in block 16?

(Use when different than block 14)

Did I include my 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?

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-110)?

HUBZone Information If you are a HUBZone firm, did you include the HUBZone Firm Form?

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

VETS 100 http://www.dol.gov/vets/vets100filing.htm Did you complete the annual online reporting?

NOTE: The Contractor is fully responsible to verify that all data is correct each time a bid package is submitted. Failure to properly input and/or update your data may cause the bid to be rejected.

Driving Directions to our Vancouver Washington Office:

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

HUBZone Firm Information

HUBZone Table

HUBZone firms must show that their firm will meet the “50%” requirement of FAR Clause 52.219-3 Notice of Small Business Set Aside or FAR Clause 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns before their bid can be considered responsive. To make this determination, we ask that you submit the following with your bid:

Completed table (below)

Please include information on the prime HUBZone firm, and all subcontractors (including HUBZone subs.) NOTE: You may create your own version of this form as long as the information is the same.

Company Name Type of work performed HUBZone?

(Yes/No)

Estimated Labor cost

HUBZone Firm Labor cost

Non -HUBZone Firm Labor Cost

Prime Contractor Information

Subcontractor Information

Totals

Percent of Total Labor Cost

HUBZone Firm Information

HUBZone Table

RESERVED

Authority to Sign

WA PRA MORA 14(6), NISQUALLY TO PARADISE ROAD, PHASE I

INSTRUCTIONS: When the offeror/principal is a corporation, include this certification with your offer/bid.

Corporate Certificate

I, ____________________________________________ (name), certify that I am the

________________________________________(title), of the corporation named as the Offeror/Principal herein;

that _________________________________________(name), who signed this offer and/or bid bond on behalf of ___________________________ (company name) is

________________________________________ (title) of this corporation;

that the offer was duly signed for and on behalf of said corporation by authority and scope of its governing body, and within the scope of its corporate powers.

_____________________________________ (signature) Affix Corporate Seal

_____________________________________ (title)

INSTRUCTIONS: When the offeror/principal is a limited liability company, include this certification with your offer/bid.

Limited Liability Certificate

I, ____________________________________________ (name), certify that I am the

________________________________________(title), of the limited liability company named as the Offeror/Principal herein;

that _________________________________________(name), who signed this offer and/or bid bond on behalf of ___________________________ (company name) is

________________________________________ (title) of this company;

that the offer was duly signed for and on behalf of said company by authority and scope of its governing body, and within the scope of its powers.

_____________________________________ (signature) Affix Company Seal (as applicable) __________ _________________________ (title)

INSTRUCTIONS: When the offeror/principal is a partnership, include this

Authority to Bind Partnership

This certifies that the names and signatures of all partners are listed below, and that the person signing the proposal has the authority to actually bind the partnership pursuant to its partnership agreement. Each of the partners individually has full authority to enter into and execute contractual instruments on behalf of said partnership, except as follows:

(State “None” or describe limitations, if any)

This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting Officer.

(Include names and signatures of all partners)

INSTRUCTIONS: When the offeror/principal is a joint venture, include this

Authority to Bind Joint Venture

This certifies that the person signing the proposal has the authority to actually bind the joint venture pursuant to its joint venture agreement, and that each of the named persons listed below individually has full authority to enter into and execute contractual instruments on behalf of said joint venture, except as follows:

(State “None” or describe limitations, if any)

This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting Officer.

(Include names and signatures of all applicable individuals)

INSTRUCTIONS: When the offeror/principal is a sole proprietorship, the signature on the offer/bid and on the bonds must be as follows:

Sole Proprietorship Requirement

An Offeror/Principal that is a sole proprietorship must submit an offer/bid and a bond signed by the sole proprietor, or by one duly authorized to sign for the sole proprietor.

If the signature is by someone other than the sole proprietor, a copy of the power of attorney authorizing the individual to sign must be provided with the offer/bid.

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)

S U

R E

T 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-B-00014

S U

R E

T 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

S U

R E

T Y

C

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INC.

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

S U

R E

T Y

D

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INC.

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

S U

R E

T Y

E

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INC.

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

S U

R E

T Y

F

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INC.

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

S U

R E

T 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: WA PRA-MORA 14(6), Nisqually to Paradise Road, Phase I

03USC01/28/13

TABLE OF CONTENTS

DESCRIPTION PAGE

Notice to Bidder ..................................................................................................................... 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-33

Division 200...................................................................................................................... F-1 Division 250...................................................................................................................... F-17 Division 300...................................................................................................................... F-22 Division 400...................................................................................................................... F-26 Division 550...................................................................................................................... F-56 Division 600...................................................................................................................... F-61

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

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

Table of Contents

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A-1

Notice to Bidder

03USC04/01/13

NOTICE TO BIDDERS

I. Project Location.

The project work is located in Mount Rainier National Park, approximately 14 miles east of Elbe, Washington in Pierce County and Lewis County. Global Positioning System (GPS) coordinates for the beginning of the project are 46° 44’ 28” N, 121° 55’ 06” W.

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

II. Pre-bid Information.

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.

This solicitation includes electronic plan sheets. Plan sheets can be found at http://www.wfl.fhwa.dot.gov/contracting/construction/plans/nisqually/. The plan sheets can be viewed or down loaded 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.

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).

TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR THIS PROJECT

WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON November 26, 2013.

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/nisqually/ https://www.sam.gov/portal/public/SAM/ http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm

A-2

This solicitation contains a Price Evaluation Factor. In accordance with 13 CFR Subsection 126.613, we will apply a factor of 10 percent to an apparent low bid submitted by a large business when we also receive a bid from a HUBZone small business; the 10 percent factor does not apply to an apparent low bid submitted by a small business.

If the contract is awarded after applying the price preference for HUBZone small business concerns under FAR clause 52.219-4, at least 50 percent of the cost of the contract performance incurred for personnel must be spent on the prime Contractor’s employees or the employees of other qualified HUBZone small business concerns.

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 bids are not authorized for this solicitation. Bids may be modified or withdrawn by facsimile, if such notice is received by the time specified for receipt of bids. The Government will not be responsible for any failure attributable to the transmission or receipt of facsimile data. See FAR Provision 52.214-5, Submission of Bids. 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.

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/ACASSCCASSUserManual.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.sam.gov/portal/public/SAM/ https://www.cpars.gov/cparsfiles/pdfs/CCASSPolicyManual.pdf

A-2a

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 data and a Storm Water Pollution Prevention Plan applicable to this project are listed in FAR Clause 52.236-4, Physical Data. Clauses begin on page C-1.

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

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.

A safety edge pavement treatment specification has been included in this solicitation with additional requirements for paving equipment. See Subsection 401.05.

An adjustment for the price of fuel or asphalt binder has NOT been included in this contract.

mailto:plans_spec@dot.gov http://flh.fhwa.dot.gov/resources/pse/specs/

A-2b

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A-3

A-4 x

A-5

Continuation SF 1442

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 415.625.7716 (DRBA - Western Region)

FOR PHYSICAL DATA, See FAR Contract Clause 52.236-4, Physical Data, (clauses begin on page C-1) for a listing of available data. 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.

FOR BID RESULTS, call 360.619.7773. Bid tabulations will be available on our website approximately 3 work days after the bid opening. Our website is located at:

http://www.wfl.fhwa.dot.gov/contracting/construction/tabs/.

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.

A-6

Continuation SF 1442

ESTIMATED PRICE RANGE. The price range of the Schedule A project work is between $10,000,000 and $15,000,000. The price range of the Schedule B project work is between $7,000,000 and $10,000,000.

SUBCONTRACTING PLAN. This invitation for bids requires a low bidder who is a LARGE business to submit an acceptable subcontracting plan prior to contract award. Do not submit this form with your bid. 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

For Information Only. Do not submit with your bid.

1. NOTES:

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

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

Bidder 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. Total prime contract 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 contract. (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.

Subcontracting Plan – A-6c

6. If indirect costs were included, the following method was used to determine the proportionate share of indirect costs to be incurred with SB, SDVOSB, 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 contract 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 – A-6d subcontracting plan.

f. Require that each subcontractor with a subcontracting plan provide the prime contract 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 contract 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 contract-by contract 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 contract.

Subcontracting Plan – A-6e

Contractor

Signed Date

Printed Name Title

Company Name and Address

Email address

Federal Highway Administration

Accepted by: _______________________________________ __________________ Julee McTaggart, Contracting Officer Date

Subcontracting Plan – A-6f

Reserved

A - 7

Bidders please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

Bid Schedule

Project No:WA PRA MORA 14(6)

Project Name:Nisqually - Paradise Road, Phase I

A - 8

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

3,200 LNFT $____________ $____________

A0140 15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

4,500 LNFT $____________ $____________

A0160 15801-0000 WATERING FOR DUST CONTROL

600 MGAL $____________ $____________

A0180 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

A0200 20301-1200 REMOVAL OF HEADWALL

1 EACH $____________ $____________

A0220 20301-1900 REMOVAL OF PIPE CULVERT

4 EACH $____________ $____________

A0240 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , HEADWALL CONDUIT

13 EACH $____________ $____________

A0260 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , ELECTRICAL

TRANSCLOSURE

7 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0280 20302-0400 REMOVAL OF CURB, ASPHALT

4,100 LNFT $____________ $____________

A0300 20302-0500 REMOVAL OF CURB, CONCRETE

330 LNFT $____________ $____________

A0320 20302-0625 REMOVAL OF CURB, LOG

370 LNFT $____________ $____________

A0340 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER , Kautz Creek

160 LNFT $____________ $____________

A0360 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

22 SQYD $____________ $____________

A0380 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

254 SQYD $____________ $____________

A0400 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

A0420 20304-7000 REMOVAL OF UTILITY CONDUITS , KAUTZ CREEK BRIDGE

ALL LPSM $___LPSM_____ $____________

A0440 20304-7000 REMOVAL OF UTILITY CONDUITS , TAHOMA CREEK BRIDGE

ALL LPSM $___LPSM_____ $____________

A0460 20402-0000 SUBEXCAVATION

4,026 CUYD $____________ $____________

A0480 20410-0000 SELECT BORROW

2,450 CUYD $____________ $____________

A0500 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

6,203 SQYD $____________ $____________

A0520 20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B , Kautz Creek Armor

5,219 SQYD $____________ $____________

A0540 20703-1000 GEOGRID, UNIAXIAL

16,480 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0560 20703-2000 GEOGRID, BIAXIAL

4,858 SQYD $____________ $____________

A0580 21101-1000 ROADWAY OBLITERATION, METHOD 1

1,273 SQYD $____________ $____________

A0600 25101-4000 PLACED RIPRAP, CLASS 4

270 CUYD $____________ $____________

A0620 25101-4000 PLACED RIPRAP, CLASS 4 , Kautz Creek Armor

4,589 CUYD $____________ $____________

A0640 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE ,

Ricksecker Point

640 SQFT $____________ $____________

A0660 30302-1000 DITCH RECONDITIONING

20,000 LNFT $____________ $____________

A0680 30302-3000 SHOULDER AND DITCH RECONDITIONING

700 LNFT $____________ $____________

A0700 30303-2000 AGGREGATE SURFACE RECONDITIONING

1,049 SQYD $____________ $____________

A0720 30503-0000 AGGREGATE-TOPSOIL COURSE

950 CUYD $____________ $____________

A0740 30802-2000 ROADWAY AGGREGATE, METHOD 2

200 TON $____________ $____________

A0760 31001-0000 RECYCLED AGGREGATE BASE , 5" COMPACTED DEPTH

10,617 SQYD $____________ $____________

A0780 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE I ROUGHNESS)

12,500 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0820 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

130 TON $____________ $____________

A0860 40301-0000 HOT ASPHALT CONCRETE PAVEMENT , WEDGE AND LEVELING COURSE

3,990 TON $____________ $____________

A0880 40401-0000 MINOR HOT ASPHALT CONCRETE

2,440 TON $____________ $____________

A0900 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

80 TON $____________ $____________

A0920 41301-0000 ASPHALT PAVEMENT MILLING , 10-INCH DEPTH

4,252 SQYD $____________ $____________

A0940 41301-0000 ASPHALT PAVEMENT MILLING , 1 TO 3-INCH DEPTH

14,634 SQYD $____________ $____________

A0960 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

2,133 SQYD $____________ $____________

A0980 55207-0000 REPAIR CONCRETE , Tahoma Creek Bridge

ALL LPSM $___LPSM_____ $____________

A1000 55210-0000 SEAL CONCRETE SURFACE

424 SQYD $____________ $____________

A1020 55221-0000 EXPANSION JOINT REPAIR , Tahoma Creek Bridge

ALL LPSM $___LPSM_____ $____________

A1040 55221-0000 EXPANSION JOINT REPAIR , Kautz Creek Bridge

ALL LPSM $___LPSM_____ $____________

A1060 55901-2000 MEMBRANE WATERPROOFING, TYPE 2

22 SQYD $____________ $____________

A1080 56301-2000 PAINTING, STEEL STRUCTURE , Kautz Creek Bridge

ALL LPSM $___LPSM_____ $____________

A1100 56301-2000 PAINTING, STEEL STRUCTURE , Tahoma Creek Bridge

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1120 60201-0600 18-INCH PIPE CULVERT

180 LNFT $____________ $____________

A1140 60201-0800 24-INCH PIPE CULVERT

830 LNFT $____________ $____________

A1160 60201-1000 36-INCH PIPE CULVERT

32 LNFT $____________ $____________

A1180 60201-2400 132-INCH PIPE CULVERT

72 LNFT $____________ $____________

A1200 60220-1200 6 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

62 LNFT $____________ $____________

A1220 60404-1000 CATCH BASIN, TYPE 1

1 EACH $____________ $____________

A1240 60501-0000 STANDARD UNDERDRAIN SYSTEM

3,509 LNFT $____________ $____________

A1260 60704-0000 CLEANING CULVERT IN PLACE

73 EACH $____________ $____________

A1280 60706-0000 CLEANING DRAINAGE STRUCTURE STONE MASONRY HEADWALL

54 EACH $____________ $____________

A1300 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH

630 LNFT $____________ $____________

A1320 60901-7000 CURB, LOG

490 LNFT $____________ $____________

A1340 61102-2900 6-INCH WATERLINE, GALVANIZED STEEL

3 LNFT $____________ $____________

A1360 61501-0100 SIDEWALK, CONCRETE

112 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1380 61501-0700 SIDEWALK, DECOMPOSED GRANITE

230 SQYD $____________ $____________

A1400 61501-0900 SIDEWALK, STONE

2 SQYD $____________ $____________

A1420 61502-1000 DRIVE PAD, CONCRETE

57 SQYD $____________ $____________

A1440 61701-4400 GUARDRAIL SYSTEM SBLG , LG

270 LNFT $____________ $____________

A1460 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

A1480 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

5 EACH $____________ $____________

A1500 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

A1520 62013-2000 STONE MASONRY WALL VENEER

50 SQYD $____________ $____________

A1540 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

15 EACH $____________ $____________

A1560 62031-0000 REPOINT STONE MASONRY (HEADWALL)

500 SQFT $____________ $____________

A1580 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

200 HOUR $____________ $____________

A1600 62201-0350 BACKHOE

300 HOUR $____________ $____________

A1620 62301-0000 GENERAL LABOR

400 HOUR $____________ $____________

A1640 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH , Kautz Creek Armor

5,219 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1660 62516-1000 MULCHING, DRY METHOD , WOOD STRAND

1,500 SQYD $____________ $____________

A1680 62516-2000 MULCHING, HYDRAULIC METHOD

36,538 SQYD $____________ $____________

A1700 63318-1000 SNOWPOLE HOLDER

30 EACH $____________ $____________

A1720 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE

285,700 LNFT $____________ $____________

A1740 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW

260,200 LNFT $____________ $____________

A1760 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN YELLOW

16,700 LNFT $____________ $____________

A1780 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN WHITE

6,300 LNFT $____________ $____________

A1800 63403-0200 PAVEMENT MARKINGS, TYPE B , CROSSWALK AND STOP BARS

1,200 SQFT $____________ $____________

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

2 EACH $____________ $____________

A1840 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A1860 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

500 EACH $____________ $____________

A1880 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A1900 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

16 EACH $____________ $____________

A1920 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

30 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A1940 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,000 LNFT $____________ $____________

A1960 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

1,500 LNFT $____________ $____________

A1980 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

5,000 LNFT $____________ $____________

A2000 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

540 SQFT $____________ $____________

A2020 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

6.5 MILE $____________ $____________

A2040 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,600 HOUR $____________ $____________

A2060 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

320 DAY $____________ $____________

A2080 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1,500 DAY $____________ $____________

A2100 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

15,000 FXHR $55.00 $825,000.00

A2120 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM WIRE LOOP

ALL LPSM $___LPSM_____ $____________

A2140 63602-3000 SYSTEM INSTALLATION, ELECTRICAL CONNECTION TO EXISTING VAULT

3 EACH $____________ $____________

A2160 63602-3000 SYSTEM INSTALLATION, ELECTRICAL LOADBREAK VAULT

9 EACH $____________ $____________

A2180 63602-3000 SYSTEM INSTALLATION, ELECTRICAL SPLICE VAULT

11 EACH $____________ $____________

A2200 63602-3000 SYSTEM INSTALLATION, ELECTRICAL CONNECTION TO EXISTING

TRANSCLOSURE

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 16

A2220 63610-1600 CONDUIT, 2-INCH, PVC , GOVERNMENT FURNISHED

65,400 LNFT $____________ $____________

A2240 63610-1600 CONDUIT, 2-INCH, PVC

130,700 LNFT $____________ $____________

A2260 63610-1700 CONDUIT, 2-INCH, RIGID GALVANIZED STEEL , BRIDGE MOUNTED SYSTEM

175 LNFT $____________ $____________

A2280 63611-1000 WIRE, ELECTRICAL CONDUCTORS, 0 AWG

77,100 LNFT $____________ $____________

A2300 63621-5000 UTILITY BOX, CONCRETE TELEPHONE VAULT, GOVERNMENT FURNISHED

4 EACH $____________ $____________

A2320 63621-5000 UTILITY BOX, CONCRETE SPLICE VAULT

10 EACH $____________ $____________

A2340 63621-5000 UTILITY BOX, CONCRETE LOADBREAK VAULT

12 EACH $____________ $____________

A2360 63622-0000 UTILITY TRENCH , CONCRETE FILL

300 LNFT $____________ $____________

A2380 63622-0000 UTILITY TRENCH

32,700 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 17

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

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

B0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

3,200 LNFT $____________ $____________

B0140 15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

4,500 LNFT $____________ $____________

B0160 15801-0000 WATERING FOR DUST CONTROL

600 MGAL $____________ $____________

B0180 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

B0200 20301-1200 REMOVAL OF HEADWALL

1 EACH $____________ $____________

B0220 20301-1900 REMOVAL OF PIPE CULVERT

4 EACH $____________ $____________

B0240 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , HEADWALL CONDUIT

13 EACH $____________ $____________

B0260 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , ELECTRICAL

TRANSCLOSURE

7 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 18

B0280 20302-0400 REMOVAL OF CURB, ASPHALT

4,100 LNFT $____________ $____________

B0300 20302-0500 REMOVAL OF CURB, CONCRETE

330 LNFT $____________ $____________

B0320 20302-0625 REMOVAL OF CURB, LOG

370 LNFT $____________ $____________

B0340 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER , Kautz Creek

160 LNFT $____________ $____________

B0360 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

22 SQYD $____________ $____________

B0380 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

254 SQYD…