IFB_ID_Warren_Wagon.pdf

INVITATION FOR BIDS

Solicitation No. DTFH7017B00023

ID PFH 21(7),

Warren Wagon Road

Solicitation, Offer & Award, Bid Schedule, Contract Clauses, General Wage Decision, Special Contract Requirements, and Plans

This solicitation cites Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 This project uses U.S. Customary units of measure

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

610 EAST FIFTH STREET

VANCOUVER, WA 98661-3801

Phone: (360) 619-7520 – FAX: (360) 619-7932 e-mail : wfl.contracts@dot.gov

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-7 Bid Schedule B-1 Solicitation Provisions C-1 Contract Clauses D-1 General Wage Decision E-1 Special Contract Requirements H-1 Permits

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

This solicitation is a Total Small Business Set-aside

See FAR clause 52.219-6 (pg C-23) mailto:wfl.contracts@fhwa.dot.gov

PROJECT NAME ID PFH 21(7), Warren Wagon Road

Schedule A

Schedule B Schedule C Schedule D

BEGINNING AT 308+25.00

ENDING AT 597+65.50

LENGTH 5.481 Miles NATIONAL FOREST Payette COUNTY Valley STATE Idaho

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

Bid Submittal Checklist

ID PFH 21(7), Warren Wagon Road

Before submitting your bid, please review the following:

Done?

Is this in the envelope?

Bid Envelope

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

Pages A-3 & A-4 (SF 1442, Solicitation Offer & Award) Did I include our firm name and address in block 14?

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

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

(Use when different than block 14)

Did I include my unique entity identifier and Cage Code?

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

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

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

Did the appropriate official initial corrections?

When applicable, did I include the totals for each schedule in the summary page? (See last page of bid schedules.)

Bid Bond (Standard Form 24) Bids received without a valid bid bond will be rejected.

Did I complete my bid bond correctly?

Did I include the original?

Did I attach the Power of Attorney to the bid bond?

Authority to Sign

Did I include a completed form for each person signing the SF1442 and Bid Bond?

Representations & Certifications & FAR Clause Did I include the completed B-pages (beginning on B-1)?

Did I include the completed clause 1252.228-73 Notification of Miller Act Payment Bond Protection (See page C-112)?

System for Award Management (SAM) https://www.sam.gov/portal/public/SAM/

Do we have up-to-date data in SAM?

Veteran Reporting (FAR Clause 52.222-37) If applicable, did I ensure our firm has completed this annual report?

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

Driving Directions to our Vancouver Washington Office:

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

Authority to Sign Project: ID PFH 21(7), Warren Wagon Road

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

Corporate Certificate

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

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

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

________________________________________ (title) of this corporation;

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

_____________________________________ (signature) Affix Corporate Seal

_____________________________________ (title)

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

Limited Liability Certificate

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

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

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

________________________________________ (title) of this company;

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

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

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

Authority to Bind Partnership

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

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

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

(Include names and signatures of all partners)

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

Authority to Bind Joint Venture

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

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

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

(Include names and signatures of all applicable individuals)

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

Sole Proprietorship Requirement

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

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

RESERVED

BID BOND

(See instructions on reverse)

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

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

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PERCENT

OF BID

PRICE

PENAL SUM OF BOND

AMOUNT NOT TO EXCEED

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

BID IDENTIFICATION

BID DATE INVITATION NUMBER

PRINCIPAL

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1. 2.

2.

3.

3.

(Seal) (Seal) (Seal) Corporate Seal

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

NAME(S)

(Typed)

1.

1.

2.

2.

(Seal) (Seal)

CORPORATE SURETY(IES)

SU

R

ET

Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

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

FOR (Construction, Supplies or Services)

OBLIGATION:

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

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

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

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

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

WITNESS:

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

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

Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 25 minutes to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F Street, NW, Washington, DC 20405.

JOINT VENTURE

OTHER (Specify)

PARTNERSHIPINDIVIDUAL

CORPORATION

DTFH7017B00023

INSTRUCTIONS

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

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

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

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

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

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

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

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

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

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

SU

R

ET

Y

B

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

Corporate Seal

LIABILITY LIMIT ($)STATE OF INCORPORATION

2.

2.

1.

1.NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

C

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

D

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

E

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

F

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

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G

STANDARD FORM 24 (REV. 8/2016) BACK

Table of Contents Project: ID PFH 21(7) Warren Wagon Road

TABLE OF CONTENTS

08/01/14–FP14

DESCRIPTION PAGE

Notice to Bidders ........................................................................................................................ A-1

Solicitation, Offer, and Award (SF 1442) ................................................................................... A-3

Bid Schedule ............................................................................................................................... A-7

Solicitation Provisions ................................................................................................................ B-1

Contract Clauses ......................................................................................................................... C-1

General Wage Decision .............................................................................................................. D-1

SCRs Table of Contents

SPECIAL CONTRACT REQUIREMENTS (SCR)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-26 Division 200 ..................................................................................................................... F-1 Division 250 .................................................................................................................. F-13 Division 300 ................................................................................................................... F-22 Division 400 ................................................................................................................... F-31 Division 550 ................................................................................................................... F-47 Division 600 ................................................................................................................... F-49 Division 700 .................................................................................................................... G-1

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

Table of Contents Project: ID PFH 21(7) Warren Wagon Road

(This page intentionally left blank)

A-1

Notice to Bidders Project: ID PFH 21(7) Warren Wagon Road

NOTICE TO BIDDERS

11/18/16–FP14

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

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

To view the FP-14 electronically go to:

https://flh.fhwa.dot.gov/business/resources/specs/

The FP-14 is a dual unit document with U.S. Customary units being the primary unit shown.

Metric equivalents are shown in parenthesis.

When submitting bids, drawings, calculations, and other construction documents, use only U.S. Customary units of measure, unless otherwise stated.

I. Project Location

General Location. The project work is located approximately 2 miles Northeast of McCall ID in Valley County. Approximate Global Positioning System (GPS) coordinates for the beginning of the project are North 44 degrees, 58 minutes, 11 seconds; West 116 degrees, 5 minutes, 16.4 seconds.

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

II. Pre‐bid Information.

GENERAL AND TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR

THIS PROJECT WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON Wednesday, April 25, 2018

Refer to page A-5 for information on how to submit questions related to General Information and Technical Information. Answers to General and Technical Questions will be posted at https://www.fbo.gov/spg/DOT/FHWA/WFL/DTFH7017B00023/listing.html.

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

Multiple Schedules. Offers 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.

A-2

Project: ID PFH 21(7) Warren Wagon Road

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.

Electronic Plan Sheets. This solicitation includes electronic plan sheets available at https://www.fbo.gov/spg/DOT/FHWA/WFL/DTFH7017B00023/listing.html. A paper copy of the plan sheets is available by submitting the form posted with this solicitation.

Physical Data. Physical data applicable to this project is listed in FAR Clause 52.236-4 Physical Data.

Small Business Set-Aside. This solicitation is a total small business set-aside. Offers are solicited only from small business concerns; see FAR Clause 52.219-6 Notice of Total Small Business Set-Aside (clauses begin on page C-1).

Representations & Certifications. Submit or update Representations and Certifications online at https://www.sam.gov/portal/public/SAM/ before bid submittal. For more details go to FAR Provision 52.204-8 Annual Representations and Certifications (see page B-2.). If you have previously registered on-line and the NAICS code for this solicitation is different than the code listed in your online file, please note the amended changes on the lines provided in FAR 52.204- 8.

Requests for Information. Requests for technical information (Plan and Division 100 – 700 Specification questions only) about this project will only be accepted in writing (see Block 9 on page A-5).

SF 1442, Solicitation, Offer, and Award. Particular attention should be paid to Standard Form l442, Solicitation, Offer and Award, to assure that Blocks 14, 15, 16, 19, 20A, and 20C are completed correctly. Sign Block 20B according to the instructions in Subsection 102.02. You must submit a completed ‘Authority to Sign’ document. You must also complete the representations and certifications contained in the Contract Provisions beginning on page B-1.

Failure to furnish or complete any of the above may result in your bid being considered nonresponsive and being rejected.

Facsimile and email bids, modifications, and withdrawals. 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.

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

A-2a

Special Contract Requirements Project: ID PFH 21(7) Warren Wagon Road

III. Post Award Information.

Insurance. Insurance requirements are described in Subsection 107.05.

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

IV. Specifications and Permits.

Specifications. This solicitation and subsequent contract are governed by the Federal Acquisition Regulation (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14. An electronic version may be found at http://flh.fhwa.dot.gov/business/resources/specs/. A single paper copy can also be obtained from the Research & Technology Product Distribution Center (RTPDC) by e-mail to: report.center@dot.gov, or by phone 814-239-1160, or fax 814-239-2156.

Electronic Documentation. Requires all documents (including but not limited to correspondence, notifications, submittals, reports, and pay notes) to be submitted in a pdf format, or an approved fixed-layout electronic format. See Subsection 103.06.

Brand Name or Equal. The following work specifies a proprietary product:

Section 563, PAINTING

Section 651, DRAPED ROCKFALL PROTECTION.

See FAR Provision 52.211-6, Brand Name or Equal, when opting to use alternate products. Bid Item No. 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH (anchored), has been identified as "Brand Name or Equal". If your offer is based on a brand name different than that listed in the Special Contract Requirements, the proposed "equal" must be identified in the space provided on the Bid Schedule. Include with your offer all documentation needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. The evaluation of offers and the determination as to equality of the product offered is the responsibility of the Government and will be based on information furnished by the Offeror as well as other information reasonably available to the contracting office. If the proposed “equal” is determined by the government to be “not equal”, the bid will be considered nonresponsive.

Material Sources. No sources have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(c).

A-2b

Project: ID PFH 21(7) Warren Wagon Road

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

See Page A-5

HFLWCO180025PR See Block 10

A-3

Unique Entity Identifier (formerly DUNS):

CAGE Code:

See Bid Schedule

All items on Bid Schedule

See Page A-5

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

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

A-4

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.

FOR TECHNICAL INFORMATION (plan and specification questions only), requests for technical information about this project will only be accepted in writing.

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

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

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

• Scroll to the project.

• Make sure you are on the most recent view and look in the right section of the page for the most recent Q&A document.

FOR DAVIS-BACON WAGE RATE INFORMATION call the Department of Labor at 415.625.7716 (DRBA - Western Region).

FOR PHYSICAL DATA, See FAR Contract Clause 52.236-4, Physical Data, (clauses begin on page C-1) for a listing of available data. Physical Data will be posted with the solicitation on the Federal Business Opportunities website.

FOR BID RESULTS, Bid opening summary will be posted on the Federal Business Opportunities (FBO) Website https://www.fbo.gov/ shortly after bid opening. Bid tabulations will be available on our website approximately 3 work days after the bid opening. Our website is located at:

http://flh.fhwa.dot.gov/business/construction/bids/ filter by WFL Division and applicable state.

Block 11 COMPLETION DATE: Work shall be completed on or before the date specified in

FAR Clause 52.211-10, Commencement, Prosecution, and Completion of Work, subject to such extensions as may be authorized by the terms of the contract and the specifications made a part thereof. Contract Clauses begin on pages C-1.

Block 12A PERFORMANCE & PAYMENT BONDS: See FAR Clause, 52.228-15, Performance and Payment Bonds - Construction (clauses begin on page C-1) and Subsection 102.06 of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 (U.S. Customary Units).

Block 13B BID BOND AMOUNT: See FAR Clause 52.228-1, Bid Guarantee (clauses begin on page C-1).

ADDITIONAL INFORMATION: See Subsections 102.03 and 102.04 of Standard

Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP- 14.

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

mailto:wfl.contracts@dot.gov mailto:wfl.plans-spec@dot.gov https://www.fbo.gov/ https://www.fbo.gov/ http://flh.fhwa.dot.gov/business/construction/bids/

A-6

Continuation SF 1442

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

A-7

Bid Schedule

Project: ID PFH 21(7)

Warren Wagon Road

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

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

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

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

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

BRAND NAME OR EQUAL NOTIFICATION

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

A. For Item 65101-1000, Draped Rockfall Protection, Wire Mesh (anchored) in

Schedules A, B C, and D, in lieu of the brand name Geobrugg Tecco® G65 wire mesh specified in Subsection 710.12 High-Tensile Strength Steel Wire Mesh, our firm offers:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

B. For Item 65101-1000, Draped Rockfall Protection, Wire Mesh (anchored) in Schedules A, B C, and D, in lieu of the brand name Geobrugg Tecco® system spike plate specified in Subsection 717.01(g) Diamond-shaped spike plates, our firm offers:

A-7a

C. For Section 563 - PAINTING in Schedules A, B C, and D, in lieu of the brand name Natina® galvanized metal colorant specified in Subsection 725.19 Weathering Agent, our firm offers:

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

A-8

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

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15301-0000

Line A0060 ALL LPSM $

15401-0000

Line A0080 ALL LPSM $

15501-0000

Line A0100 ALL LPSM $

15704-1000

Line A0120 1,000 SQYD $ $

15705-0100

Line A0140 3,200 LNFT $ $

15705-0500

Line A0160 300 LNFT $ $

15705-0800

Line A0180 130 LNFT $ $

15705-1300

Line A0200 425 LNFT $ $

15705-1400

Line A0220 29,250 LNFT $ $

15705-1800

Line A0240 200 LNFT $ $

15706-0300

Line A0260 300 EACH $ $

15801-0000

Line A0280 10,000 MGAL $ $

20101-0000

Line A0300 15.5 ACRE (CQ) $ $

20301-0700

Line A0320 85 EACH $ $

20301-1200

Line A0340 11 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF DELINEATOR

REMOVAL OF HEADWALL

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, PLASTIC LINING

SOIL EROSION CONTROL, SANDBAG

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (18-inch)

SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

david.l.mariman Rectangle

A-9

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-1400

Line A0360 1 EACH $ $

20301-1700

Line A0380 2 EACH $ $

20301-1900

Line A0400 7 EACH $ $

20301-2300

Line A0420 35 EACH $ $

20301-3700

Line A0440 2 EACH $ $

20303-3000

Line A0460 200 SQYD $ $

20401-0000

Line A0480 25,820 CUYD $ $

20402-0000

Line A0500 4,780 CUYD $ $

20411-0000

Line A0520 9,450 TON $ $

20465-0000

Line A0540 50 EACH $ $

20701-0300

Line A0560 125,960 SQYD $ $

20720-0300

Line A0580 23,870 SQYD $ $

25101-0200

Line A0600 180 CUYD $ $

25101-2000

Line A0620 85 CUYD $ $

25101-2200

Line A0640 70 CUYD $ $

25120-2000

Line A0660 90 LNFT $ $

30101-2000

Line A0680 43,320 TON $ $

AGGREGATE BASE GRADING D

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

REINFORCEMENT GEOSYNTHETIC, TYPE 3 (biaxial)

PLACED RIPRAP, METHOD A, CLASS 2

REMOVAL OF TERMINAL SECTION

REMOVAL OF SIDEWALK, ASPHALT

ROADWAY EXCAVATION

REMOVAL OF INLET (salvage for reset)

PLACED RIPRAP, METHOD B (headwall)

PLACED RIPRAP, METHOD B, CLASS 2

RIPRAP DITCH, METHOD B (Class 1 or 2)

REMOVAL OF MANHOLE (monitoring well)

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN/MARKER

SUBEXCAVATION

SELECT BORROW

CONSERVE AND PLACE BOULDER

A-10

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30302-1000

Line A0700 125 LNFT $ $

30801-0000

Line A0720 77,500 SQYD (CQ) $ $

40101-5600

Line A0740 11,650 TON $ $

40105-3000

Line A0760 120 TON $ $

40601-0000

Line A0780 38 TON $ $

40605-0000

Line A0800 506 TON $ $

40801-0000

Line A0820 17,000 TON $ $

41201-0000

Line A0840 47 TON $ $

60103-0000

Line A0860 2 EACH $ $

60103-0440

Line A0880 2 EACH $ $

60201-0200

Line A0900 70 LNFT $ $

60201-0400

Line A0920 80 LNFT $ $

60201-0500

Line A0940 55 LNFT $ $

60201-0600

Line A0960 750 LNFT $ $

60201-0800

Line A0980 400 LNFT $ $

60201-2400

Line A1000 78 LNFT $ $

60201-2500

Line A1020 68 LNFT $ $

24-INCH PIPE CULVERT

132-INCH PIPE CULVERT

144-INCH PIPE CULVERT

CONCRETE, HEADWALL (132-inch pipe culvert)

CONCRETE, HEADWALL FOR 144-INCH PIPE CULVERT

6-INCH PIPE CULVERT

12-INCH PIPE CULVERT

15-INCH PIPE CULVERT

18-INCH PIPE CULVERT

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL (CSS-1 or CSS-1h)

BLOTTER

COLD RECYCLED ASPHALT BASE COURSE

TACK COAT (grade CSS-1)

DITCH RECONDITIONING

RECYCLED AGGREGATE BASE (pavement)

A-11

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60202-0800

Line A1040 50 LNFT $ $

60401-0000

Line A1060 2 EACH $ $

60403-0000

Line A1080 1 EACH $ $

60501-0000

Line A1100 170 LNFT $ $

60510-0700

Line A1120 1,220 LNFT $ $

60510-0800

Line A1140 170 LNFT $ $

60704-0000

Line A1160 23 EACH $ $

61203-0000

Line A1180 6 EACH $ $

61203-0000

Line A1200 1 EACH $ $

61501-1100

Line A1220 235 SQYD $ $

61701-2300

Line A1240 25 LNFT $ $

61702-0800

Line A1260 3 EACH $ $

61702-1200

Line A1280 1 EACH $ $

61708-1000

Line A1300 88 LNFT $ $

62201-0250

Line A1320 200 HOUR $ $

62201-0900

Line A1340 100 HOUR $ $

62201-1400

Line A1360 100 HOUR $ $

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

SIDEWALK, ASPHALT

GUARDRAIL SYSTEM G9, TYPE 2, CLASS B WOOD POSTS

TERMINAL SECTION TYPE TANGENT

TERMINAL SECTION, TYPE LST

REMOVE AND RESET, GUARDRAIL

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

STANDARD UNDERDRAIN SYSTEM

6-INCH COLLECTOR PIPE

6-INCH OUTLET PIPE

CLEANING CULVERT IN PLACE

MANHOLE, SANITARY SEWER (adjustment)

MANHOLE, SANITARY SEWER (air valve adjustment)

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

MANHOLE (monitoring well manhole reset)

INLET (reset)

A-12

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-2850

Line A1380 100 HOUR $ $

62201-3000

Line A1400 50 HOUR $ $

62201-3000

Line A1420 50 HOUR $ $

62201-3400

Line A1440 100 HOUR $ $

62201-3750

Line A1460 80 HOUR $ $

62301-0000

Line A1480 200 HOUR $ $

62302-0100

Line A1500 1,550 HOUR $ $

62403-0000

Line A1520 3,100 CUYD $ $

62406-0100

Line A1540 11.5 ACRE (CQ) $ $

62501-0000

Line A1560 11.5 ACRE (CQ) $ $

62901-1400

Line A1580 375 SQYD $ $

63302-0000

Line A1600 345 SQFT $ $

63308-3000

Line A1620 2 EACH $ $

63309-0000

Line A1640 520 EACH $ $

63310-0000

Line A1660 6 EACH $ $

63316-1000

Line A1680 35 EACH $ $

63316-2000

Line A1700 4 EACH $ $

REMOVE AND RESET DELINEATOR (bollard type)

ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

SIGN SYSTEM

OBJECT MARKER, TYPE 3

DELINEATOR (Idaho Type 4F-B)

CHANNELIZING DEVICE

REMOVE AND RESET SIGN

CHAIN SAW

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

FURNISHING AND PLACING TOPSOIL

PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

TURF ESTABLISHMENT

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR (140HP minimum with 50 foot minimum reach)

HYDRAULIC EXCAVATOR (mini, 23.1HP to 40.2HP, with 5 foot minimum dozer blade)

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

A-13

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63401-0300

Line A1720 84,450 LNFT (CQ) $ $

63401-0300

Line A1740 224,040 LNFT (CQ) $ $

63401-0400

Line A1760 21,530 LNFT (CQ) $ $

63401-0450

Line A1780 3,950 LNFT $ $

63405-0050

Line A1800 24 EACH $ $

63502-0400

Line A1820 50 EACH $ $

63502-0600

Line A1840 20 EACH $ $

63502-1250

Line A1860 760 EACH $ $

63502-1300

Line A1880 510 EACH $ $

63502-1500

Line A1900 65 EACH $ $

63502-1600

Line A1920 95 EACH $ $

63502-1700

Line A1940 230 EACH $ $

63502-3700

Line A1960 50 EACH $ $

63503-0700

Line A1980 29,000 LNFT $ $

63503-1000

Line A2000 2,315 LNFT $ $

63504-1000

Line A2020 1,219 SQFT $ $

63506-0600

Line A2040 225 HOUR $ $

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, SNOW POLE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

PAVEMENT MARKINGS, TYPE B, SOLID (yellow)

PAVEMENT MARKINGS, TYPE B, SOLID (white)

PAVEMENT MARKINGS, TYPE B, BROKEN (yellow)

PAVEMENT MARKINGS, TYPE B, DOTTED (white)

PAVEMENT MARKINGS, SYMBOLS (type B yield triangle)

A-14

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63507-0700

Line A2060 315 DAY $ $

63509-1000

Line A2080 7,200 FXHR 60.00$ 432,000.00$

64702-1000

Line A2100 900 LNFT $ $

64703-6000

Line A2120 120 EACH $ $

64704-1000

Line A2140 740 CUYD $ $

65101-1000

Line A2160 375 SQYD $ $

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, FLAGGER

MITIGATION, LANDSCAPING LOG

MITIGATION, FISH PASSAGE BOULDER

MITIGATION, STREAMBED MATERIAL

DRAPED ROCKFALL PROTECTION, WIRE MESH (anchored)

A-15

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line B0020 ALL LPSM $

15201-0000

Line B0040 ALL LPSM $

15301-0000

Line B0060 ALL LPSM $

15401-0000

Line B0080 ALL LPSM $

15501-0000

Line B0100 ALL LPSM $

15704-1000

Line B0120 1,000 SQYD $ $

15705-0100

Line B0140 3,200 LNFT $ $

15705-0500

Line B0160 300 LNFT $ $

15705-0800

Line B0180 130 LNFT $ $

15705-1300

Line B0200 425 LNFT $ $

15705-1400

Line B0220 29,250 LNFT $ $

15705-1800

Line B0240 200 LNFT $ $

15706-0300

Line B0260 300 EACH $ $

15801-0000

Line B0280 10,000 MGAL $ $

20101-0000

Line B0300 15.5 ACRE (CQ) $ $

20301-0700

Line B0320 85 EACH $ $

20301-1200

Line B0340 11 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF DELINEATOR

REMOVAL OF HEADWALL

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, PLASTIC LINING

SOIL EROSION CONTROL, SANDBAG

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (18-inch)

SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

A-16

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-1400

Line B0360 1 EACH $ $

20301-1700

Line B0380 2 EACH $ $

20301-1900

Line B0400 7 EACH $ $

20301-2300

Line B0420 35 EACH $ $

20301-3700

Line B0440 2 EACH $ $

20303-3000

Line B0460 200 SQYD $ $

20401-0000

Line B0480 25,820 CUYD $ $

20402-0000

Line B0500 4,780 CUYD $ $

20411-0000

Line B0520 9,450 TON $ $

20465-0000

Line B0540 50 EACH $ $

20701-0300

Line B0560 125,960 SQYD $ $

20720-0300

Line B0580 23,870 SQYD $ $

25101-0200

Line B0600 180 CUYD $ $

25101-2000

Line B0620 85 CUYD $ $

25101-2200

Line B0640 70 CUYD $ $

25120-2000

Line B0660 90 LNFT $ $

26001-0000

Line B0680 530 LNFT $ $

ROCK BOLT (25 kip)

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

REINFORCEMENT GEOSYNTHETIC, TYPE 3 (biaxial)

PLACED RIPRAP, METHOD A, CLASS 2

REMOVAL OF TERMINAL SECTION

REMOVAL OF SIDEWALK, ASPHALT

ROADWAY EXCAVATION

REMOVAL OF INLET (salvage for reset)

PLACED RIPRAP, METHOD B (headwall)

PLACED RIPRAP, METHOD B, CLASS 2

RIPRAP DITCH, METHOD B (Class 1 or 2)

REMOVAL OF MANHOLE (monitoring well)

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN/MARKER

SUBEXCAVATION

SELECT BORROW

CONSERVE AND PLACE BOULDER

A-17

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

26001-0000

Line B0700 1,090 LNFT $ $

26002-0000

Line B0720 100 LNFT $ $

30101-2000

Line B0740 43,320 TON $ $

30302-1000

Line B0760 125 LNFT $ $

30801-0000

Line B0780 77,500 SQYD (CQ) $ $

40101-5600

Line B0800 11,650 TON $ $

40105-3000

Line B0820 120 TON $ $

40601-0000

Line B0840 38 TON $ $

40605-0000

Line B0860 506 TON $ $

40801-0000

Line B0880 17,000 TON $ $

41201-0000

Line B0900 47 TON $ $

60103-0000

Line B0920 2 EACH $ $

60103-0440

Line B0940 2 EACH $ $

60201-0200

Line B0960 70 LNFT $ $

60201-0400

Line B0980 80 LNFT $ $

60201-0500

Line B1000 55 LNFT $ $

60201-0600

Line B1020 750 LNFT $ $

12-INCH PIPE CULVERT

15-INCH PIPE CULVERT

18-INCH PIPE CULVERT

BLOTTER

COLD RECYCLED ASPHALT BASE COURSE

TACK COAT (grade CSS-1)

CONCRETE, HEADWALL (132-inch pipe culvert)

CONCRETE, HEADWALL FOR 144-INCH PIPE CULVERT

6-INCH PIPE CULVERT

AGGREGATE BASE GRADING D

DITCH RECONDITIONING

RECYCLED AGGREGATE BASE (pavement)

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL (CSS-1 or CSS-1h)

ROCK BOLT (50 kip)

ROCK DOWEL

A-18

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-0800

Line B1040 400 LNFT $ $

60201-2400

Line B1060 78 LNFT $ $

60201-2500

Line B1080 68 LNFT $ $

60202-0800

Line B1100 50 LNFT $ $

60401-0000

Line B1120 2 EACH $ $

60403-0000

Line B1140 1 EACH $ $

60501-0000

Line B1160 170 LNFT $ $

60510-0700

Line B1180 1,220 LNFT $ $

60510-0800

Line B1200 170 LNFT $ $

60704-0000

Line B1220 23 EACH $ $

61203-0000

Line B1240 6 EACH $ $

61203-0000

Line B1260 1 EACH $ $

61501-1100

Line B1280 235 SQYD $ $

61701-2300

Line B1300 25 LNFT $ $

61702-0800

Line B1320 3 EACH $ $

61702-1200

Line B1340 1 EACH $ $

61708-1000

Line B1360 88 LNFT $ $

TERMINAL SECTION, TYPE LST

REMOVE AND RESET, GUARDRAIL

CLEANING CULVERT IN PLACE

MANHOLE, SANITARY SEWER (adjustment)

MANHOLE, SANITARY SEWER (air valve adjustment)

SIDEWALK, ASPHALT

GUARDRAIL SYSTEM G9, TYPE 2, CLASS B WOOD POSTS

TERMINAL SECTION TYPE TANGENT

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

MANHOLE (monitoring well manhole reset)

INLET (reset)

STANDARD UNDERDRAIN SYSTEM

6-INCH COLLECTOR PIPE

6-INCH OUTLET PIPE

24-INCH PIPE CULVERT

132-INCH PIPE CULVERT

144-INCH PIPE CULVERT

A-19

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0250

Line B1380 200 HOUR $ $

62201-0900

Line B1400 100 HOUR $ $

62201-1400

Line B1420 100 HOUR $ $

62201-2850

Line B1440 100 HOUR $ $

62201-3000

Line B1460 50 HOUR $ $

62201-3000

Line B1480 50 HOUR $ $

62201-3400

Line B1500 100 HOUR $ $

62201-3750

Line B1520 80 HOUR $ $

62301-0000

Line B1540 200 HOUR $ $

62302-0100

Line B1560 1,550 HOUR $ $

62403-0000

Line B1580 3,100 CUYD $ $

62406-0100

Line B1600 11.5 ACRE (CQ) $ $

62501-0000

Line B1620 11.5 ACRE (CQ) $ $

62901-1400

Line B1640 375 SQYD $ $

63302-0000

Line B1660 345 SQFT $ $

63308-3000

Line B1680 2 EACH $ $

63309-0000

Line B1700 520 EACH $ $

DELINEATOR (Idaho Type 4F-B)

FURNISHING AND PLACING TOPSOIL

PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

TURF ESTABLISHMENT

ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

SIGN SYSTEM

OBJECT MARKER, TYPE 3

HYDRAULIC EXCAVATOR (140HP minimum with 50 foot minimum reach)

HYDRAULIC EXCAVATOR (mini, 23.1HP to 40.2HP, with 5 foot minimum dozer blade)

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

CHAIN SAW

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

A-20

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63310-0000

Line B1720 6 EACH $ $

63316-1000

Line B1740 35 EACH $ $

63316-2000

Line B1760 4 EACH $ $

63401-0300

Line B1780 84,450 LNFT (CQ) $ $

63401-0300

Line B1800 224,040 LNFT (CQ) $ $

63401-0400

Line B1820 21,530 LNFT (CQ) $ $

63401-0450

Line B1840 3,950 LNFT $ $

63405-0050

Line B1860 24 EACH $ $

63502-0400

Line B1880 50 EACH $ $

63502-0600

Line B1900 20 EACH $ $

63502-1250

Line B1920 760 EACH $ $

63502-1300

Line B1940 510 EACH $ $

63502-1500

Line B1960 65 EACH $ $

63502-1600

Line B1980 95 EACH $ $

63502-1700

Line B2000 230 EACH $ $

63502-3700

Line B2020 50 EACH $ $

63503-0700

Line B2040 29,000 LNFT $ $

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, SNOW POLE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

PAVEMENT MARKINGS, TYPE B, BROKEN (yellow)

PAVEMENT MARKINGS, TYPE B, DOTTED (white)

PAVEMENT MARKINGS, SYMBOLS (type B yield triangle)

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

CHANNELIZING DEVICE

REMOVE AND RESET SIGN

REMOVE AND RESET DELINEATOR (bollard type)

PAVEMENT MARKINGS, TYPE B, SOLID (yellow)

PAVEMENT MARKINGS, TYPE B, SOLID (white)

A-21

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63503-1000

Line B2060 2,315 LNFT $ $

63504-1000

Line B2080 1,219 SQFT $ $

63506-0600

Line B2100 225 HOUR $ $

63507-0700

Line B2120 315 DAY $ $

63509-1000

Line B2140 7,200 FXHR 60.00$ 432,000.00$

64702-1000

Line B2160 900 LNFT $ $

64703-6000

Line B2180 120 EACH $ $

64704-1000

Line B2200 740 CUYD $ $

65101-1000

Line B2220 375 SQYD $ $

MITIGATION, FISH PASSAGE BOULDER

MITIGATION, STREAMBED MATERIAL

DRAPED ROCKFALL PROTECTION, WIRE MESH (anchored)

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, FLAGGER

MITIGATION, LANDSCAPING LOG

A-22

Schedule C Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line C0020 ALL LPSM $

15201-0000

Line C0040 ALL LPSM $

15301-0000

Line C0060 ALL LPSM $

15401-0000

Line C0080 ALL LPSM $

15501-0000

Line C0100 ALL LPSM $

15704-1000

Line C0120 1,000 SQYD $ $

15705-0100

Line C0140 3,200 LNFT $ $

15705-0500

Line C0160 300 LNFT $ $

15705-0800

Line C0180 130 LNFT $ $

15705-1300

Line C0200 425 LNFT $ $

15705-1400

Line C0220 29,250 LNFT $ $

15705-1800

Line C0240 200 LNFT $ $

15706-0300

Line C0260 300 EACH $ $

15801-0000

Line C0280 10,000 MGAL $ $

20101-0000

Line C0300 15.5 ACRE (CQ) $ $

20301-0700

Line C0320 85 EACH $ $

20301-1200

Line C0340 11 EACH $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, PLASTIC LINING

SOIL EROSION CONTROL, SANDBAG

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (18-inch)

SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

REMOVAL OF DELINEATOR

REMOVAL OF HEADWALL

Schedule Total: ________________________

Submitted by: _________________________

A-23

Schedule C Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

203…