6982AF20B000003_AZ_FTNP_PEFO_10(7)_IFB.pdf

INVITATION FOR BID

SOLICITATION NUMBER:

SOLICITATION TYPE:

PROJECT NUMBER:

PROJECT NAME:

6982AF20B000003

TOTAL SMALL BUSINESS SET-ASIDE

AZ FTNP PEFO 10(7)

MAIN PARK ROAD

BID OPENING DATE:

See Page A-1, Item 13A

This solicitation cites Standard Specifications for Construction of Roads and Bridges on

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: http://www.fbo.gov E-mail: CFLContracts@dot.gov mailto:CFLContracts@dot.gov

PROJECT AZ FTNP PEFO 10(7)

LOCATION PETRIFIED FOREST NATIONAL PARK

COUNTY APACHE & NAVAJO

STATE ARIZONA

LENGTH SCHEDULE A: 5.12 MILES

OPTION X: 5.81 MILES

OPTION Y: 3.59 MILES

TYPE OF IMPROVEMENT 3R (RESURFACING, RESTORATION AND

REHABILITATION), RECONSTRUCTION,

PULVERIZING, ASPHALT, CONCRETE,

PAVEMENT AND DRAINAGE

TABLE OF CONTENTS

Notice to Bidders ............................................................................................................. A-i

Solicitation, Offer, and Award ........................................................................................ A-1

Basis for Award and Bid Schedule .................................................................................A-?

Solicitation Provisions .....................................................................................................B-7

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

Construction Wage Rate Requirement............................................................................ D-1

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-19 Division 200 ................................................................................................................... E-32 Division 300 ................................................................................................................... E-35 Division 400 ................................................................................................................... E-43 Division 500 ................................................................................................................... E-54 Division 600 ................................................................................................................... E-59 Division 700 ................................................................................................................... E-75

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard Specification for Construction of Roads and Bridges on Federal Highway Projects

NOTICE TO BIDDERS

A-i

PROJECT OVERVIEW

This project in includes reconstruction of 14.52 miles of the Main Park road, the installation of multi cells box culverts in three different locations, concrete curb, and installation of 120 culverts located within Petrified National Park.

The primary objective of the project is to pulverize /cold-in-place recycle asphalt base course the existing pavement, pave 4 inches, install three box culverts, improve the drainage on 14.52 miles of Main Park Road. There are multiple repair areas that require subgrade improvements throughout the 16-mile length of roadway. Additional work items include pavement markings and guardrail installation on box culverts and one bridge deck on this section of roadway in the Park.

There is an extremely short construction season due to high volume of visitation during the summer and the box culverts have to be installed before the spring runoff.

I. PRE-BID INFORMATION

ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Item 8). Submit the following documents with your Bid Package–

• SF-1442, Solicitation, Offer & Award, Pages A-1 and A-2

• If applicable, indication of interest in formal Partnering, Page A-5

• Bid Schedule including Buy American Act & Hazardous Materials, Pages A-11 through A-30

• Bid Guarantee (see FAR Clause 52.228-1), Pages B-1 and B-2. Bid bonds must be originals with original signatures and corporate seals. Photocopies and Faxed copies are NOT acceptable and will make your bid non-responsive.

• Completed the VETS-4212 declaration, Page A-ii; Bidders’ Information, Pages B-4 through B-6.

• Annual Representations and Certifications (FAR Provision 52.204-8) and Certification Regarding Responsibility Matters (FAR Provision 52.209-5).

• Completed an applicable Authority to Bind certificate, pages A-6 through A-10

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Bidders should retain all other pages for their information. Bids should be submitted in a sealed envelope and include the Contractor’s Name, Solicitation Number and the Project Number/Name.

It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at http://www.fbo.gov and viewed by individual sections, downloaded by individual sections, or the entire plan set downloaded in a zip file. Physical data relevant to this solicitation may also be viewed or downloaded at the above site.

This solicitation and subsequent contract are governed by the Federal Acquisition Regulations (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

The FP-14 was utilized for the design of this project. Paper copies of the FP-14 will not be provided to bidders or the awarded Prime Contractor. The FP-14 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ and a copy is uploaded with this solicitation. A single paper copy can be obtained from the Research & Technology Distribution Center (RTPDC) by email report.center@dot.gov .

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at http://farsite.hill.af.mil/vffara.htm.

Notice of SAM Registration – you must be registered in the System for Award Management (SAM) prior to submission of a bid in response to this solicitation. Failure to register prior to submission of a bid may require award to the next successful registered offeror. See FAR Subpart

4.1102. Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $39.5 million. If your average annual gross receipts for the past 3 years are above $39.5 million, you are a large business for this solicitation. If they are below $39.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications. The System for Award Management (SAM) is the Official U.S. Government system that consolidated the capabilities of CCR/FedReg, ORCA, and EPLS. Please include NAICS 237310 in SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: www.dol.gov/vets/programs/fcp/main.htm.

• My firm had a qualifying Federal Contract in 2018 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2018 and is therefore exempt from the reporting requirements.

http://www.fbo.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov http://farsite.hill.af.mil/vffara.htm http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

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Bid Guarantee – Follow the requirements of FAR Clause 52.228-1 Bid Guarantee and Subpart

102.03 of the FP-14. Bid bonds must be originals and have original signatures and corporate seals.

Photocopied and faxed copies of bonds will be rejected and cause your bid to be non-responsive.

ATTENTION: Minority, Women-owned, and Disadvantaged Business Enterprises (DBEs). The Department of Transportation (DOT), offers working capital financing and bonding assistance for transportation related contracts. DOT's Bonding Assistance Program (BAP) offers bid, performance and payment bonds on contracts up to $1,000,000. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $500,000 with interest at the prime rate. For further information, call (800) 532-1169. Internet address:

http://osdbuweb.dot.gov.

Accuracy and Completeness of Bid- The Contractor is fully responsible to verify that all data is correct when an offer is submitted. Failure to properly update your data may cause the offer to be rejected.

Request for Technical Information – Questions relative to the plans and SCRs for this solicitation will only be accepted in writing (see Item 9 on Page A-3).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON DATE NOVEMBER 6, 2019

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at http://www.fbo.gov

Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce (email) or facsimile, if such notice is received prior to the time specified for receipt of bids. The Government will not be responsible for ANY failure attributable to the transmission or receipt of electronic commerce (email) or facsimile data.

For all modifications, we STRONGLY ENCOURAGE you to resubmit the entire bid schedule with a unit price and amount for every bid item, and a Schedule Total. See FAR Provision 52.214-5, Submission of Bids. Modifications which make the bid ambiguous, indefinite, or uncertain as to any essential requirement of the contract will cause the bid to be rejected as nonresponsive.

FAX Number to submit modifications to bids for this project is (720) 963-3360

Email Address to submit modifications to bids for this project is cflcontracts@dot.gov

II. POST AWARD INFORMATION

CFLHD will no longer be providing paper copies of the conformed contract to the Awarded Prime Contractor.

http://osdbuweb.dot.gov/ http://www.fbo.gov/

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Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.

Insurance requirements - See Subsection 107.05 of the FP-14.

EEBACS - Contractors shall use the Government’s web-based system, Engineer’s Estimating, Bidding, Award, and Construction System (EEBACS), to prepare all “Inspector’s Daily Record of Construction Operations” (Contractors Daily Reports) and measurement notes (pay notes).

The Contractor shall be required to attend a training session on the use of EEBACS. The training session will require up to 4 hours. No more than 3 Contractor staff may attend the training unless approved by the CO. The Contractor shall be responsible for training additional staff.

The Contractor shall be required to submit a user account form to gain access to the EEBACS system. See Subsection 108.01.

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF19B000020

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

10/16/2019

PAGE OF

PAGES

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

4. CONTRACT NO.

6982AF19C000000

5. REQUISITION/PURCHASE REQUEST NO.

HFLCEO190310PR

6. PROJECT NO.

AZ FTNP PEFO 10(4) MAIN PARK ROAD

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

SHERI WALSH, CONTRACTING OFFICER

Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14, U.S. CUSTOMARY UNITS

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 11/14/2019 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53-236-1(e)

X

X

X

X

A-1

X

GPO: 1985 0 - 469-796 STANDARD FORM 1442 PAGE 2 (REV. 4-85)

OFFEROR (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

DUNS NO.

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing with calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE INDIVIDUAL BID SCHEDULE(S)

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

□ 15 U.S.C. 637( ) □ 41 U.S.C. 253(c)( )

26. ADMINISTERED BY CODE: 27. PAYMENT WILL BE MADE BY

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to issuing office.)

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by

(a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

A-2

Item 8: LOCATION OF PUBLIC BID OPENING: Offers must be received by designated date and time as stated in Item 13A.

Item 9: FOR GENERAL INFORMATION: E-mail us at CFLContracts@dot.gov.

FOR TECHNICAL INFORMATION (plans and specifications): Questions must be submitted in writing by e-mail at CFLContracts@dot.gov .

Item 11: COMPLETION DATE: Work shall be completed on or before the date specified in Subsection 108.01 of the SCRs.

Item 12A: PERFORMANCE AND 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 FP-14.

Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee (Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-

14. All bid guarantees must have original signatures with original corporate seals.

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

ACKNOWLEDGE AMENDMENTS, IN ITEM 19 OF THE SF-1442, BY THE

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to www.fbo.gov.

Item 24: SUBMITTING INVOICES: See Subsection 109.08 Progress Payments of the

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $12 and $19 million.

A-3 mailto:CFLContracts@dot.gov http://www.fbo.gov/

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and two options.

Before preparing the bid, carefully read the Solicitation Provisions and the following:

• Insert a numeric unit bid price for each pay item for which a quantity appears in the bid schedule. Unit bid prices should be quoted no more precisely than the nearest cent (2 decimal places). Unit bid prices quoted more precisely will be rounded up to the nearest cent by the Government

• Multiply the unit price by the quantity for each pay item and show the amount bid.

When the words “Lump Sum” appear as a unit bid price, insert an amount for each lump sum pay item.

• Total all amounts bid for each pay item and show the Construction Cost Total on the space provided on the last page of each schedule or option.

• Also show the Construction Cost Total for each schedule/option as well as the combined Total of each Schedule and the Option in the spaces provided on the Bid Summary page.

NOTE: If the amount bid for a pay item is inconsistent with the product of the unit price provided by the bidder and the quantity provided by the Government, the unit price will govern and the Government will determine a corrected amount bid for the pay item by multiplying the unit price by the quantity.

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item necessary to complete all contract work in Schedule A, Option X and Option Y. Accordingly, award of contract, if made, will be made to the lowest responsive, responsible bidder, if funds are available.

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A. Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 60 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

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Partnering

A Partnership recognizes the Government and the Contractor are both responsible and can affect the successful completion of this project. Partnering is a vehicle to ensure the partnership has structure and quality. It recognizes the strengths of each party and uses those strengths to identify and achieve shared goals. One of the primary objectives of Partnering is to facilitate the resolution of disputes in a timely, professional, and non-adversarial manner with the outcome focused on achieving those shared goals.

CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and it’s subcontractors to establish a Partnering relationship on this project.

A formal Partnering meeting can help facilitate this relationship by helping do document the parties’ common purpose and goals, and ensuring alignment. The goals are mutually agreed upon and address effective and efficient performance within the scope of the contract.

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-14. Costs of partnering would be in addition to the contract award amount.

Please indicate your desire to participate in a formal partnering meeting on this project.

(___) We would like to participate in a formal partnering meeting.

(___) We do not want to participate in a formal partnering meeting.

A-5

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)

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INSTRUCTIONS: When the offeror/principal is a limited liability corporation, 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)

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

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)

A-8

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

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)

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

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.

A-10

Page A - 11

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:AZ FTNP PEFO 10(7)

Project Name:Main Park Road

Page A - 12

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

A0001 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING

4.84 MILE $____________ $____________

A0003 15215-2000 SURVEY AND STAKING, BRIDGE

4 EACH $____________ $____________

A0004 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

16 EACH $____________ $____________

A0005 15215-5000 SURVEY AND STAKING, BOX CULVERT

2 EACH $____________ $____________

A0006 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.35 MILE $____________ $____________

A0007 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.35 MILE $____________ $____________

A0008 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0009 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0010 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0011 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

4,000 LNFT $____________ $____________

A0012 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0013 20101-0000 CLEARING AND GRUBBING

2.0 ACRE $____________ $____________

A0014 20301-1200 REMOVAL OF HEADWALL

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 13

A0015 20301-1400 REMOVAL OF INLET

6 EACH $____________ $____________

A0016 20301-1900 REMOVAL OF PIPE CULVERT

33 EACH $____________ $____________

A0017 20301-2400 REMOVAL OF SIGN

16 EACH $____________ $____________

A0018 20301-2700 REMOVAL OF STRUCTURE

3 EACH $____________ $____________

A0019 20302-0150 REMOVAL OF BRIDGE RAILING

132 LNFT $____________ $____________

A0020 20302-1200 REMOVAL OF GUARDRAIL

1,100 LNFT $____________ $____________

A0021 20303-0000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

35 SQYD $____________ $____________

A0022 20303-0300 REMOVAL OF CONCRETE

55 SQYD $____________ $____________

A0023 20315-0000 SAWCUTTING PAVEMENT

3,500 LNFT $____________ $____________

A0024 20401-0000 ROADWAY EXCAVATION

600 CUYD $____________ $____________

A0025 20402-0000 SUBEXCAVATION

6,000 CUYD $____________ $____________

A0026 20421-0000 ROCK EXCAVATION

60 CUYD $____________ $____________

A0027 20441-0000 WASTE

6,000 CUYD $____________ $____________

A0028 20801-0000 STRUCTURE EXCAVATION

2,700 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 14

A0029 20802-0000 FOUNDATION FILL

270 CUYD $____________ $____________

A0030 20803-0000 STRUCTURAL BACKFILL

590 CUYD $____________ $____________

A0031 20810-0000 SHORING AND BRACING

ALL LPSM $___LPSM_____ $____________

A0032 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

130 CUYD $____________ $____________

A0033 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

350 CUYD $____________ $____________

A0034 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

180 CUYD $____________ $____________

A0035 30202-2000 ROADWAY AGGREGATE, METHOD 2

4,600 TON $____________ $____________

A0036 30302-1000 DITCH RECONDITIONING

450 LNFT $____________ $____________

A0037 31002-1000 COLD IN-PLACE RECYCLED ASPHALT BASE COURSE, TYPE A

74,000 SQYD $____________ $____________

A0038 31010-0000 EMULSIFIED ASPHALT (CSS ENGINEERING EMULSION OR PASS R

EMULSION)

295 TON $____________ $____________

A0039 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

9,800 TON $____________ $____________

A0041 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

96 TON $____________ $____________

A0043 40601-0000 FOG SEAL

35 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 15

A0044 41101-1000 PRIME COAT, METHOD 1

11 TON $____________ $____________

A0045 41201-0000 TACK COAT

36 TON $____________ $____________

A0046 41301-0000 ASPHALT PAVEMENT MILLING

10,000 SQYD $____________ $____________

A0047 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

271 CUYD $____________ $____________

A0048 55220-0000 REPAIR CONCRETE

15 SQYD $____________ $____________

A0049 55235-0000 EXPANSION JOINTS

27 LNFT $____________ $____________

A0050 55240-0000 GROUT

55 CUFT $____________ $____________

A0051 55401-1000 REINFORCING STEEL

15,400 LB $____________ $____________

A0052 55401-2000 REINFORCING STEEL, EPOXY COATED

1,700 LB $____________ $____________

A0053 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

830 LNFT $____________ $____________

A0054 55901-0000 MEMBRANE WATERPROOFING

176 SQYD $____________ $____________

A0055 57501-0000 MINOR BRIDGE WORK

ALL LPSM $___LPSM_____ $____________

A0056 60103-0000 CONCRETE, HEADWALL (FOR DOUBLE 8'X3' CBC)

2 EACH $____________ $____________

A0057 60103-0000 CONCRETE, HEADWALL (FOR 8'x4' CBC)

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 16

A0058 60201-0800 24-INCH PIPE CULVERT (DUAL WALL HDPE)

810 LNFT $____________ $____________

A0059 60201-1000 36-INCH PIPE CULVERT (DUAL WALL HDPE)

235 LNFT $____________ $____________

A0060 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (METAL)

46 EACH $____________ $____________

A0061 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (METAL)

8 EACH $____________ $____________

A0062 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT

561 LNFT $____________ $____________

A0063 60220-1750 8 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

170 LNFT $____________ $____________

A0064 60220-1800 8 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

50 LNFT $____________ $____________

A0065 60707-0500 LINING 24-INCH PIPE CULVERT

600 LNFT $____________ $____________

A0066 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

2,290 LNFT $____________ $____________

A0067 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

350 LNFT $____________ $____________

A0068 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

16 EACH $____________ $____________

A0069 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM

600 LNFT $____________ $____________

A0070 62030-0000 REPOINT STONE MASONRY

30 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 17

A0071 62036-0000 JOINT SEALANT

120 LNFT $____________ $____________

A0072 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A0073 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

40 HOUR $____________ $____________

A0074 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

A0075 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A0076 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A0077 62511-2000 SEEDING, HYDRAULIC METHOD

10,000 SQYD $____________ $____________

A0078 62516-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

10,000 SQYD $____________ $____________

A0079 62901-0000 ROLLED EROSION CONTROL PRODUCT

5,400 SQYD $____________ $____________

A0080 63301-0000 SIGN SYSTEM

16 EACH $____________ $____________

A0081 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

152,300 LNFT $____________ $____________

A0082 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

36,300 LNFT $____________ $____________

A0083 63405-0050 PAVEMENT MARKINGS, SYMBOLS

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 18

A0084 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A0085 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A0086 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

A0087 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0088 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

103,000 LNFT $____________ $____________

A0089 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

2,000 LNFT $____________ $____________

A0090 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

290 SQFT $____________ $____________

A0091 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,200 HOUR $____________ $____________

A0092 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

200 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 19

X1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X1001 15210-3000 CENTERLINE, VERIFICATION AND STAKING

5.65 MILE $____________ $____________

X1002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

17 EACH $____________ $____________

X1003 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.15 MILE $____________ $____________

X1004 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.15 MILE $____________ $____________

X1005 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

X1006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X1007 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X1008 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,400 LNFT $____________ $____________

X1009 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X1010 20101-0000 CLEARING AND GRUBBING

0.5 ACRE $____________ $____________

X1011 20301-1900 REMOVAL OF PIPE CULVERT

30 EACH $____________ $____________

X1012 20301-2400 REMOVAL OF SIGN

17 EACH $____________ $____________

X1013 20302-0200 REMOVAL OF CURB

1,530 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 20

X1014 20315-0000 SAWCUTTING PAVEMENT

6,100 LNFT $____________ $____________

X1015 20401-0000 ROADWAY EXCAVATION

900 CUYD $____________ $____________

X1016 20402-0000 SUBEXCAVATION

4,500 CUYD $____________ $____________

X1017 20441-0000 WASTE

5,000 CUYD $____________ $____________

X1018 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

280 CUYD $____________ $____________

X1019 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

70 CUYD $____________ $____________

X1020 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,500 TON $____________ $____________

X1021 30302-1000 DITCH RECONDITIONING

3,800 LNFT $____________ $____________

X1022 31002-1000 COLD IN-PLACE RECYCLED ASPHALT BASE COURSE, TYPE A

87,000 SQYD $____________ $____________

X1023 31010-0000 EMULSIFIED ASPHALT (CSS ENGINEERING EMULSION OR PASS R

EMULSION)

337 TON $____________ $____________

X1025 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

10,500 TON $____________ $____________

X1026 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

105 TON $____________ $____________

X1028 40601-0000 FOG SEAL

39 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 21

X1029 41101-1000 PRIME COAT, METHOD 1

5 TON $____________ $____________

X1030 41201-0000 TACK COAT

40 TON $____________ $____________

X1031 41301-0000 ASPHALT PAVEMENT MILLING

7,800 SQYD $____________ $____________

X1032 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

125 SQYD $____________ $____________

X1033 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

X1034 60201-0800 24-INCH PIPE CULVERT (DUAL WALL HDPE)

900 LNFT $____________ $____________

X1035 60201-1000 36-INCH PIPE CULVERT (DUAL WALL HDPE)

82 LNFT $____________ $____________

X1036 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (METAL)

90 EACH $____________ $____________

X1037 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (METAL)

9 EACH $____________ $____________

X1038 60707-0500 LINING 24-INCH PIPE CULVERT

1,800 LNFT $____________ $____________

X1039 60707-0700 LINING 36-INCH PIPE CULVERT

240 LNFT $____________ $____________

X1040 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

7,000 LNFT $____________ $____________

X1041 61501-0200 SIDEWALK, COLORED CONCRETE

170 SQYD $____________ $____________

X1042 62511-2000 SEEDING, HYDRAULIC METHOD

10,750 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 22

X1043 62516-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

10,750 SQYD $____________ $____________

X1044 62901-0000 ROLLED EROSION CONTROL PRODUCT

2,500 SQYD $____________ $____________

X1045 63301-0000 SIGN SYSTEM

20 EACH $____________ $____________

X1046 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

X1047 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

180,600 LNFT $____________ $____________

X1048 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

29,800 LNFT $____________ $____________

X1049 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

5 EACH $____________ $____________

X1050 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

X1051 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

X1052 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

X1053 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

120,000 LNFT $____________ $____________

X1054 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

X1055 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

230 SQFT $____________ $____________

X1056 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,000 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 23

X1057 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

150 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Page A - 24

Y1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y1001 15210-3000 CENTERLINE, VERIFICATION AND STAKING

3.60 MILE $____________ $____________

Y1002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

16 EACH $____________ $____________

Y1003 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

Y1004 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y1005 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y1006 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,000 LNFT $____________ $____________

Y1007 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y1008 20301-1200 REMOVAL OF HEADWALL

10 EACH $____________ $____________

Y1009 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

Y1010 20301-1900 REMOVAL OF PIPE CULVERT

19 EACH $____________ $____________

Y1011 20301-2400 REMOVAL OF SIGN

12 EACH $____________ $____________

Y1012 20302-0200 REMOVAL OF CURB

325 LNFT $____________ $____________

Y1013 20315-0000 SAWCUTTING PAVEMENT

1,800 LNFT $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Page A - 25

Y1014 20402-0000 SUBEXCAVATION

16,500 CUYD $____________ $____________

Y1015 20441-0000 WASTE

16,500 CUYD $____________ $____________

Y1016 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

90 CUYD $____________ $____________

Y1017 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

20 CUYD $____________ $____________

Y1018 30202-2000 ROADWAY AGGREGATE, METHOD 2

330 TON $____________ $____________

Y1019 31002-1000 COLD IN-PLACE RECYCLED ASPHALT BASE COURSE, TYPE A

54,000 SQYD $____________ $____________

Y1020 31010-0000 EMULSIFIED ASPHALT (CSS ENGINEERING EMULSION OR PASS R

EMULSION)

215 TON $____________ $____________

Y1022 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

8,700 TON $____________ $____________

Y1023 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

85 TON $____________ $____________

Y1025 40601-0000 FOG SEAL

28 TON $____________ $____________

Y1026 41101-1000 PRIME COAT, METHOD 1

15 TON $____________ $____________

Y1027 41201-0000 TACK COAT

29 TON $____________ $____________

Y1028 41301-0000 ASPHALT PAVEMENT MILLING

37,000 SQYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Page A - 26

Y1029 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

185 SQYD $____________ $____________

Y1030 60201-0800 24-INCH PIPE CULVERT (DUAL WALL HDPE)

800 LNFT $____________ $____________

Y1031 60201-1000 36-INCH PIPE CULVERT (DUAL WALL HDPE)

50 LNFT $____________ $____________

Y1032 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (METAL)

39 EACH $____________ $____________

Y1033 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (METAL)

2 EACH $____________ $____________

Y1034 60707-0500 LINING 24-INCH PIPE CULVERT

330 LNFT $____________ $____________

Y1035 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

480 LNFT $____________ $____________

Y1036 60915-1000 WHEELSTOP, CONCRETE

2 EACH $____________ $____________

Y1037 61501-0200 SIDEWALK, COLORED CONCRETE

250 SQYD $____________ $____________

Y1038 62511-2000 SEEDING, HYDRAULIC METHOD

1,700 SQYD $____________ $____________

Y1039 62516-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

1,700 SQYD $____________ $____________

Y1040 63301-0000 SIGN SYSTEM

16 EACH $____________ $____________

Y1041 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

122,850 LNFT $____________ $____________

Y1042 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

11,900 LNFT $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Page A - 27

Y1043 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

5 EACH $____________ $____________

Y1044 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Y1045 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

Y1046 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Y1047 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

76,000 LNFT $____________ $____________

Y1048 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

Y1049 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

230 SQFT $____________ $____________

Y1050 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,000 HOUR $____________ $____________

Y1051 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

150 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Page A - 28

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 1)

Schedule X - Option(Page A - 8)

Schedule Y - Option(Page A - 13)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

It is understood and agreed that the materials and components listed in Subparts 25.1 and 25.2 of the FAR are a part of this contract and are deemed to be Domestic Construction Material for the purposes of this contract.

NOTE TO CONTRACTOR:

The following information and any applicable supporting data is required for evaluation of requests under FAR Clause 52.225-11 Paragraph (c) & (d) and FAR Provision 52.225-12 Paragraph (b).

Material and/or Component

Construction Material Description Unit of Measure Quantity *Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

Construction Material Description Unit of Measure Quantity *Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).] [Please include name, address, telephone number and contact for suppliers surveyed. Attach copy of response; if oral, attach summary. Include all applicable supporting information.]

A-29

HAZARDOUS MATERIALS

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the FAR clause and defined under the latest version of Federal Standard No. 313.

Hazardous Material Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.

Use of fly ash and ground granulated blast furnace slag and construction materials containing fly ash and ground granulated blast furnace slag on Federal Lands Highway Projects:

• It is the policy of the United States Government that fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag shall have maximum practicable opportunity for incorporation into its construction projects.

• The Contractor agrees to investigate the use of fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag to the fullest extent consistent with the efficient performance of this contract. Both the contractor and the subcontractors are urged to seek out suppliers of fly ash and ground granulated blast furnace slag, cement and concrete containing fly ash and ground granulated blast furnace slag and to solicit bids for these materials.

• Names of firms that supply fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag are available from the American Coal Ash Association and the National Slag Association.

A-30

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 24 (REV. 8/2016)

Previous edition is NOT usable Prescribed by GSA - FAR (48 CFR) 53.228(a)

BID BOND

(See instructions on reverse)

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

Expiration Date: 8/31/2022 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.

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT

OF BID

PRICE

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER

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

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…