IFB 69056724B000013.pdf

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MT FLAP VALLEY 20(1), Duck Creek Road
Solicitation number
69056724B000013
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This document is an Invitation for Bids (IFB) for a federal highway construction project titled "MT FLAP VALLEY 20(1), Duck Creek Road". The project is being solicited and awarded under FP-14 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. The work is located 16 miles southeast of Glasgow, Montana in Valley County.

The IFB includes three bid schedules (A, B, and C) that are not alternate bids. The project has a fixed completion date and requires performance and payment bonds. Bids will be opened virtually. Potential bidders must be registered in the System for Award Management (SAM) and have a valid CAGE code. Small businesses are eligible, and a subcontracting plan is required from large business offerors. The estimated price range is between $2,000,000 and $5,000,000. The work includes mobilization, survey and staking, quality control, testing, schedules, erosion control, clearing and grubbing, roadway and borrow excavation, aggregate base, asphalt paving, pipe culverts, traffic control, and other related construction activities.

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INVITATION FOR BIDS

Solicitation No. 69056724B000013

Project Number: MT FLAP VALLEY 20(1), Project Name: Duck Creek 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 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 General Wage Decision E-1 Special Contract Requirements H-1 Permits I-1 Fire Protection and Suppression

Plan

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?

This solicitation is offered as full and open competition.

A-1 Notice to Bidders mailto:wfl.contracts@fhwa.dot.gov

PROJECT No. MT FLAP VALLEY 20(1), PROJECT NAME Duck Creek Road

Schedule A Schedule B Schedule C

BEGINNING AT See Plans See Plans See Plans

ENDING AT See Plans See Plans See Plans

LENGTH 1.15 Miles 2.73 Miles 4.89 Miles

COUNTY Valley

STATE Montana

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

Bid Submittal Checklist

Project: MT FLAP VALLEY 20(1), Duck Creek 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 1252.228-74 Notification of Payment Bond Protection (See page C-118)?

System for Award Management (SAM) SAM.gov

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.

https://sam.gov/content/home

Project: MT FLAP VALLEY 20(1), Duck Creek Road

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

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 certification

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 certification

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 Page 3)

Date Bond Executed (Must Not Be Later Than Bid Opening Date)

OMB Control Number: 9000-0045 Expiration Date: 8/31/2025

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

Authorized For Local Reproduction Previous Edition Is Not Usable

STANDARD FORM 24 (REV. 10/2023)

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.

Other (Specify)

Individual Partnership Joint Venture

Corporation

69056724B000013

Construction

2.

(Seal)2.(Seal) 1.

1.

1.

1. 3.2.

Name(s) (Typed)

Signature(s)

Individual Surety(ies)

Name(s) And Title(s) (Typed)

Corporate Seal

(Seal)

3.

(Seal)

2.

(Seal) Signature(s)

Principal

2.

State Of Incorporation Liability Limit ($)

2.

2.

1.Name(s) And Title(s) (Typed)

Signature(s)1. 2. Corporate Seal

Corporate Seal

Name And Address

Signature(s)

Name(s) And Title(s) (Typed)

1.

1.

2.

2.

State Of Incorporation Liability Limit ($)

Corporate Seal

Name(s) And Title(s) (Typed)

Signature(s)

Name And Address

1.

1.

2.

2.

State Of Incorporation Liability Limit ($)

Corporate Seal

Liability Limit ($)State Of Incorporation

1.

1.

Name And Address

Name(s) And Title(s) (Typed)

Signature(s)

Name And Address

Corporate Surety(ies)

Witness:

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

STANDARD FORM 24 (REV. 10/2023) PAGE 2

STANDARD FORM 24 (REV. 10/2023) PAGE 3

Corporate Seal

Name And Address

Signature(s)

Name(s) And Title(s) (Typed)

1.

1.

State Of Incorporation

2.

2.

Liability Limit ($)

Corporate Seal

Name(s) And Title(s) (Typed)

Signature(s)

Name And Address

1.

1.

2.

2.

State Of Incorporation Liability Limit ($)

Corporate Seal

State Of Incorporation Liability Limit ($)

2.

2.

1.

1.

Name And Address

Signature(s)

Name(s) And Title(s) (Typed)

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."

STANDARD FORM 24 (REV. 10/2023) PAGE 4

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 1 hour 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.

Table of Contents

TABLE OF CONTENTS

07/01/24–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 300 ..................................................................................................................... F-4

Division 400 ................................................................................................................... F-17

Division 600 ................................................................................................................... F-22

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

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

Fire Protection and Suppression Plan ........................................................................................... I-1

Table of Contents

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A-1

Notice to Bidders Project: MT FLAP VALLEY 20(1), Duck Creek Road

NOTICE TO BIDDERS

02/09/24–FP14

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

The FP-14 is FLH’s Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. To view the FP-14 electronically go to:

https://highways.dot.gov/federal-lands/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 16 miles SE of Glasgow, Montana in Valley County. Approximate Global Positioning System (GPS) coordinates for the beginning of the project are 48.002483, -106.493172.

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

10/22/2024.

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://sam.gov/opp/55a32c8c00814b9ca441efada75ec0a6/view.

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

Multiple Schedules. Bids for the construction of this project are being invited under three bid schedules, designated A, B, and C. Schedule A, Schedule B, and Schedule C are not alternate bids. Complete all schedules according to Subsection 102.02 of the special contract requirements.

Award of the contract will be made according to Subsection 102.05A.

Electronic Plan Sheets. This solicitation includes electronic plan sheets available at https://sam.gov/opp/55a32c8c00814b9ca441efada75ec0a6/view.

A-2

Project: MT FLAP VALLEY 20(1), Duck Creek Road

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

Representations & Certifications. Submit or update Representations and Certifications online at https://www.sam.gov/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).

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

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 email, 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 email data. See FAR Provision 52.214-5, Submission of Bids. EMAIL WFL.Contracts@dot.gov. To confirm receipt, call 360.619.7520.

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

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

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

A-2a

Project: MT FLAP VALLEY 20(1), Duck Creek 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 https://highways.dot.gov/federal-lands/specs.

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.

Material Sources. Material sources, water sources, and waste areas have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(c).

Progress Schedules. This project includes new specifications for Prosecution and Progress and for Schedules for Construction Contracts. Carefully review Special Contract Requirements Section 108 - Prosecution and Progress, and Section 155 – Schedules for Construction Contracts.

A-2b

(This page intentionally left blank)

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 e-mail at wfl.plans-spec@dot.gov.

QUESTIONS/ANSWERS POSTED ONLINE. You can view questions and answers on the Contract Opportunities Websitehttps://sam.gov/ .

Insert the solicitation number in the search box 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 go to the U.S. Department of

Labor, Branch of Construction Wage Determinations Website:

https://www.dol.gov/agencies/whd/government-contracts/state-assignments.

FOR BID RESULTS, the bid opening summary will be posted on the Contract

Opportunities Website SAM.gov shortly after bid opening. Bid tabulations will be available on SAM.gov approximately 3 working days after the bid opening.

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 SAM website.

FOR BID RESULTS, the bid opening summary will be posted on the Contract

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 13A BID OPENING: Virtual viewing of the bid opening is available via MS TEAMS at Meeting ID: 247 459 515 881 | Passcode: sc83Ku OR 509-931-1572 | Phone Conference

ID 535 462 049#

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, U.S. Customary Units.

See Page A-5 360-619-7520

A-3

See Bid Schedule

See Page A-5

A-4

A-5

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 e-mail at wfl.plans-spec@dot.gov.

QUESTIONS/ANSWERS POSTED ONLINE. You can view questions and answers on the Contract Opportunities Websitehttps://sam.gov/ .

Insert the solicitation number in the search box 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 go to the U.S. Department of

Labor, Branch of Construction Wage Determinations Website:

https://www.dol.gov/agencies/whd/government-contracts/state-assignments.

FOR BID RESULTS, the bid opening summary will be posted on the Contract

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 SAM website.

FOR BID RESULTS, the bid opening summary will be posted on the Contract

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 13A BID OPENING: Virtual viewing of the bid opening is available via MS TEAMS at Meeting ID: 247 459 515 881 | Passcode: sc83Ku OR 509-931-1572 | Phone Conference

ID 535 462 049#

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, U.S. Customary Units.

A-6

Block 24 SUBMITTING INVOICES: See Subsection 109.08 of the Standard Specifications for

Construction of Roads and Bridges on Federal Highway Projects FP-14, U.S. Customary

Units.

ESTIMATED PRICE RANGE. The price range of the project work is between $2,000,000 and

$5,000,000.

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 $45 million or more. For your information the subcontracting plan form is included beginning on page A-6a. This requirement does not apply to SMALL businesses.

A-6a

APM 025E – Revised 1/17/2024 MT FLAP VALLEY 20(1), Duck Creek Road

ATTACHMENT 1 – FHWA SUBCONTRACTING PLAN

1. INSTRUCTIONS:

• Where subcontracting opportunities will not exist for the solicitation, the bidder/offeror shall submit a response outlining the rationale for making this determination with its proposal/bid. The statement shall be signed by an official authorized to make decisions on behalf of the firm.

• The following information shall be provided in the bidder/offeror subcontracting plan submission and shall be expressed in terms of goal percentages of the total planned subcontracting dollars.

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

*insert and complete additional tables if the contract includes option year(s).

1 Percentage = (subcontracted amount in the category/total planned subcontracted amount) 2 Planned subcontracts to “other than small business” concerns + subcontracts to Small Business concerns = 100% 3 SDVOSB is a subcategory of VOSB. Any dollar amount applied to SDVOSB also applies to VOSB.

4 In this document, the term WOSB includes Economically Disadvantaged WOSB (EDWOSB) concerns.

SUBCONTRACTING GOALS – BASE YEAR

Total prime contract amount – Base Year: $ [insert amount]

Total planned subcontracted amount (regardless of firm/entity size status) – Base Year:

$ [insert amount]

Total planned subcontracts to “other than small business” concerns (i.e., large, non-profit, university, etc.)

$[insert amount] [insert #]%1

Total planned subcontracts to Small Business concerns: $[insert amount] [insert #]%2

• Total planned subcontracts to Veteran Owned Small Business concerns (VOSB)3:

$[insert amount] [insert #]% o Total planned subcontracts to Service-Disabled Veteran Owned Small Business (SDVOSB) concerns:

$[insert amount] [insert #]%

• Total planned subcontracts to Historically Underutilized Business Zones (HUBZones): $[insert amount] [insert #]%

• Total planned subcontracts to Small Disadvantaged Business (SDB) concerns (includes 8(a), Alaska Native Corporations (ANC), and Indian Tribes):

$[insert amount] [insert #]%

• Total planned subcontract awards to Women-Owned Small Business concerns (WOSB)4 concerns:

$[insert amount] [insert #]%

A-6b

1.1 Rationale if establishing a goal lower than 5% for VOSB:

1.2 Rationale if establishing a goal lower than 5% for SDVOSB:

1.3 Rationale if establishing a goal lower than 3% for HUBZone:

1.4 Rationale if establishing a goal lower than 5% for SDB:

1.5 Rationale if establishing a goal lower than 5% for WOSB:

1.6 Rationale if establishing a goal lower than the current DOT subcontracting goal:

2. The following principal types of supplies and/or services are planned to be subcontracted under this contract. [Add additional rows if more space is needed.]

5 List all applicable size standards for each proposed subcontractor.

Type of

Supply/Service to be Subcontracted

Company/Firm

Name

Subcontracted

Amount

Subcontractor Size

Standard (Other Than

SB, SB, VOSB, SDVOSB,

HUBZone, SDB, WOSB)5 https://www.sba.gov/document/support-agency-contracting-goals

A-6c

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. (i.e. source lists used and organizations contacted to identify potential SB concerns, such as the System for Award Management (www.SAM.gov), Dynamic Small Business Search (www.DSBS.sba.gov), trade associations, industry conferences/fairs, etc.)

5. [Select appropriate option.] Indirect costs [were/were not] included in establishing the subcontracting goals specified in the table above.

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

7. The following individual will administer the subcontracting program:

Name:

Title:

Address:

Telephone:

E-mail:

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

8. The following efforts will be taken to ensure that SB, SDB, VOSB, SDVOSB, HUBZone, and

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

http://www.sam.gov/ http://www.dsbs.sba.gov/

A-6d

[initial] It is agreed that FAR Clause 52.219-8, Utilization of Small Business Concerns, will be included in all subcontracts, which offer further subcontracting opportunities. It is further agreed that all subcontractors (except small business concerns) at all tiers below the prime contractor who receive subcontracts in excess of $700,000 ($1.5M for construction of any public facility with further subcontracting possibilities) will be required to adopt and comply with a subcontracting plan in accordance with FAR Clause 52.219-9.

9. The following types of records will be maintained concerning procedures that have been adopted to comply with the requirements and goals in the plan (i.e., establishment of source lists, guides and other data that identify SB, VOSB, SDVOSB, HUBZone, SDB and WOSB concerns; a description of the offeror’s efforts to locate SB, VOSB, SDVOSB, HUBZone, SDB and WOSB concerns and to award subcontracts to them, etc.) and shall be maintained through completion of the contract:

10. In accordance with FAR Subpart 19.704(a)(10) through (15), the Contractor further agrees to:

[Initial each line]

Cooperate in any studies or surveys as may be required;

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

After November 30, 2017, include subcontracting data for each order when reporting subcontracting achievements for indefinite-delivery, indefinite-quantity contracts intended for use by multiple agencies;

Submit the Individual Subcontract Report (ISR), and the Summary Subcontract Report (SSR) using the Electronic Subcontracting Reporting System (eSRS) at http://www.esrs.gov/ within the timeframes identified at FAR Subpart 19.704(a)(10)(iv);

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

Provide its prime contract number and its unique entity identifier, and the e-mail address of the offeror’s official responsible for acknowledging receipt of or rejecting the ISRs to all first-tier subcontractors with subcontracting plans so they can enter this information into the eSRS when submitting their ISRs;

http://www.esrs.gov/

A-6e

Require that each subcontractor with a subcontracting plan provide the prime contract number, its own unique entity identifier, and the e-mail address of the subcontractor’s official responsible for acknowledging receipt of or rejecting the ISRs, to its subcontractors with subcontracting plans;

Make a good faith effort to acquire articles, equipment, supplies, services, or materials, or obtain the performance of construction work from the small business concerns that the offeror used in preparing the bid or proposal, in the same or greater scope, amount, and quality used in preparing and submitting the bid or proposal;

Provide the contracting officer with a written explanation if the contractor fails to acquire articles, equipment, supplies, services or materials or obtain the performance of construction work as described in FAR 19.704(a)(12) of this section. This written explanation will be submitted to the contracting officer within 30 days of contract completion;

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

Pay its small business subcontractors on time and in accordance with the terms and conditions of the subcontract, and notify the contracting officer if the offeror pays a reduced or an untimely payment to a small business subcontractor (see FAR 52.242-5).

Submitted by:

POC Name:

Title:

Email Address:

Company Name:

DUNS/CAGE:

Mailing Address:

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

A - 7

BID SCHEDULE

Bidder/Offeror 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 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 corrected unit price extension shall govern.

When the word "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 all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:MT FLAP VALLEY 20(1)

Project Name:Duck Creek Road

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 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,200 LNFT $____________ $____________

A0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL)

10 EACH $____________ $____________

A0160 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0180 20101-0000 CLEARING AND GRUBBING

4.7 ACRE $____________ $____________

A0200 20301-0700 REMOVAL OF DELINEATOR

8 EACH $____________ $____________

A0220 20301-2400 REMOVAL OF SIGN

23 EACH $____________ $____________

A0240 20401-0000 ROADWAY EXCAVATION

5,800 CUYD $____________ $____________

A0260 20403-0000 UNCLASSIFIED BORROW

2,400 CUYD $____________ $____________

A0280 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D (WOVEN)

23,500 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 9

A0300 30201-2000 ROADWAY AGGREGATE, METHOD 2

2,300 CUYD $____________ $____________

A0320 30802-0000 RECYCLED AGGREGATE BASE

1,900 CUYD $____________ $____________

A0340 40301-0000 ASPHALT CONCRETE PAVEMENT

4,500 TON $____________ $____________

A0360 41201-0000 TACK COAT

8.5 TON $____________ $____________

A0380 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

17,800 SQYD $____________ $____________

A0400 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

A0420 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

A0440 60704-0000 CLEANING CULVERT IN PLACE

5 EACH $____________ $____________

A0460 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

15 HOUR $____________ $____________

A0480 62201-2050 ROLLER

10 HOUR $____________ $____________

A0500 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

A0520 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

20 HOUR $____________ $____________

A0540 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

5.0 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 10

A0560 62501-0000 TURF ESTABLISHMENT

5.0 ACRE $____________ $____________

A0580 63302-0000 SIGN SYSTEM

150 SQFT $____________ $____________

A0600 63309-0000 DELINEATOR

8 EACH $____________ $____________

A0620 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

A0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

25,200 LNFT $____________ $____________

A0660 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

22,700 LNFT $____________ $____________

A0680 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW)

720 LNFT $____________ $____________

A0700 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

A0720 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

130 EACH $____________ $____________

A0740 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

A0760 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

12,500 LNFT $____________ $____________

A0780 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

240 SQFT $____________ $____________

A0800 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,800 HOUR $____________ $____________

A0820 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

900 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 11

A0840 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

90 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Alternate

A - 12

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 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

B0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,700 LNFT $____________ $____________

B0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL)

20 EACH $____________ $____________

B0160 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

B0180 20101-0000 CLEARING AND GRUBBING

10.6 ACRE $____________ $____________

B0200 20301-0700 REMOVAL OF DELINEATOR

8 EACH $____________ $____________

B0220 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

B0240 20301-2400 REMOVAL OF SIGN

36 EACH $____________ $____________

B0260 20401-0000 ROADWAY EXCAVATION

11,900 CUYD $____________ $____________

B0280 20403-0000 UNCLASSIFIED BORROW

6,900 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 13

B0300 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D (WOVEN)

53,000 SQYD $____________ $____________

B0320 30201-2000 ROADWAY AGGREGATE, METHOD 2

2,300 CUYD $____________ $____________

B0340 30802-0000 RECYCLED AGGREGATE BASE

1,900 CUYD $____________ $____________

B0380 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE

7,000 TON $____________ $____________

B0400 31110-0000 CALCIUM CHLORIDE

120 TON $____________ $____________

B0420 40301-0000 ASPHALT CONCRETE PAVEMENT

4,500 TON $____________ $____________

B0440 41201-0000 TACK COAT

8.5 TON $____________ $____________

B0460 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

17,800 SQYD $____________ $____________

B0480 60201-0800 24-INCH PIPE CULVERT

180 LNFT $____________ $____________

B0500 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

3 EACH $____________ $____________

B0520 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

8 EACH $____________ $____________

B0540 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

B0560 60704-0000 CLEANING CULVERT IN PLACE

11 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 14

B0580 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

B0600 62201-2050 ROLLER

20 HOUR $____________ $____________

B0620 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

30 HOUR $____________ $____________

B0640 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

40 HOUR $____________ $____________

B0660 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

12.0 ACRE $____________ $____________

B0680 62501-0000 TURF ESTABLISHMENT

12.0 ACRE $____________ $____________

B0700 63302-0000 SIGN SYSTEM

250 SQFT $____________ $____________

B0720 63309-0000 DELINEATOR

8 EACH $____________ $____________

B0740 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

B0760 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

25,200 LNFT $____________ $____________

B0780 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

22,700 LNFT $____________ $____________

B0800 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW)

720 LNFT $____________ $____________

B0820 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 15

B0840 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

130 EACH $____________ $____________

B0860 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

B0880 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

12,500 LNFT $____________ $____________

B0900 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

240 SQFT $____________ $____________

B0920 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,500 HOUR $____________ $____________

B0940 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,250 HOUR $____________ $____________

B0960 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

125 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 16

Contract Quantity Pay Items

30301-5000 AGGREGATE SURFACE RECONDITIONING

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

C0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

C0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

C0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,700 LNFT $____________ $____________

C0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL)

20 EACH $____________ $____________

C0160 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

C0180 20101-0000 CLEARING AND GRUBBING

10.6 ACRE $____________ $____________

C0200 20301-0700 REMOVAL OF DELINEATOR

8 EACH $____________ $____________

C0220 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

C0240 20301-2400 REMOVAL OF SIGN

36 EACH $____________ $____________

C0260 20401-0000 ROADWAY EXCAVATION

11,900 CUYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

A - 17

C0280 20403-0000 UNCLASSIFIED BORROW

6,900 CUYD $____________ $____________

C0300 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D (WOVEN)

53,000 SQYD $____________ $____________

C0320 30201-2000 ROADWAY AGGREGATE, METHOD 2

2,300 CUYD $____________ $____________

C0340 30301-5000 AGGREGATE SURFACE RECONDITIONING

2.163 MILE $____________ $____________

C0360 30802-0000 RECYCLED AGGREGATE BASE

1,900 CUYD $____________ $____________

C0400 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE

7,000 TON $____________ $____________

C0420 31110-0000 CALCIUM CHLORIDE

120 TON $____________ $____________

C0440 40301-0000 ASPHALT CONCRETE PAVEMENT

4,500 TON $____________ $____________

C0460 41201-0000 TACK COAT

8.5 TON $____________ $____________

C0480 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

17,800 SQYD $____________ $____________

C0500 60201-0800 24-INCH PIPE CULVERT

180 LNFT $____________ $____________

C0520 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

3 EACH $____________ $____________

C0540 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

8 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

A - 18

C0560 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

C0580 60704-0000 CLEANING CULVERT IN PLACE

11 EACH $____________ $____________

C0600 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

45 HOUR $____________ $____________

C0620 62201-2050 ROLLER

30 HOUR $____________ $____________

C0640 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

C0660 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

60 HOUR $____________ $____________

C0680 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

12.0 ACRE $____________ $____________

C0700 62501-0000 TURF ESTABLISHMENT

12.0 ACRE $____________ $____________

C0720 63302-0000 SIGN SYSTEM

250 SQFT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .