IFB-6982AF23B000019.pdf

INVITATION FOR BID

SOLICITATION NUMBER:

SOLICITATION TYPE:

PROJECT NUMBER:

PROJECT NAME:

6982AF23B000019

FULL & OPEN

NM FLAP 159(1)

CATWALK ACCESS 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: https://highways.dot.gov/federal-lands E-mail: CFLContracts@dot.gov https://highways.dot.gov/federal-lands mailto:CFLContracts@dot.gov

PROJECT NM FLAP 159(1)

LOCATION GILA NATIONAL FOREST

COUNTY CATRON

STATE NEW MEXICO

LENGTH SCHEDULE A: 4.78 MILES

OPTION X: .21 MILES

OPTION Y: .74 MILES

TYPE OF IMPROVEMENT LOW WATER CROSSINGS, GRADING,

DRAINAGE IMPROVEMENTS,

PULVERIZATION, AGGREGATE BASE,

ASPHALT SURFACING, CONCRETE

SURFACING

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-6

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

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-16 Division 200 ................................................................................................................... E-31 Division 300 ................................................................................................................... E-39 Division 400 ................................................................................................................... E-40 Division 500 ................................................................................................................... E-50 Division 600 ................................................................................................................. ..E-52 Division 700 ................................................................................................................. ..E-61

APPENDICES

Appendix A ...........................................................................................401 and 404 Permits

Appendix B ............................................................................................................. Fire Plan

Appendix C ..................................................................Small Business Subcontracting Plan

PROJECT OVERVIEW

The NM FLAP 159(1) project is located in Catron County, NM within the Gila National Forest. This project includes pavement reconstruction, low water crossing construction, and erosion protection of 5.0 miles of roadway.

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

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

• Indication of interest in formal Partnering, Page A-5X

• Bid Schedule Pages A-6 through A-22

• Completed an applicable Authority to Bind certificate, pages A-23 through A-27

• Buy American Act & Hazardous Materials, Pages A-28 through A-29

• 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.

o Digital copies may be downloaded at https://www.gsa.gov/forms-library/bid-bond

• Completed the VETS-4212 declaration, Page A-ii; Bidders’ Information, Pages B-3 through B-6.

• HUBZone small business concerns electing to waive the evaluation preference, complete 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, Section C of the IFB.

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 https://sam.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.

https://www.gsa.gov/forms-library/bid-bond https://sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov

A-ii

Applicable FAR/TAR 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 https://www.acquisition.gov/content/regulations.

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 $45 million. If your average annual gross receipts for the past 5 years are above $45 million, you are a large business for this solicitation. If they are below $45 million you are a small business. Before submitting bids, you must ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov. Include NAICS 237310 in your SAM profile.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: https://www.dol.gov/agencies/vets/contractor/instructions-for-electronic-submission-vets-4212-reports.

• My firm had a qualifying Federal Contract in 2022 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2022 and is therefore exempt from the reporting requirements

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to the price of all offers except HUBZone small business concerns that have not waived the evaluation preference and otherwise successful offers from small business concerns. See FAR Clause 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns.

In the event this full and open competition results in a contract award to a qualified HUBZone SBC after a price evaluation preference, FAR Clause 52.219-14, Limitations on Subcontracting will apply.

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.

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).

https://www.acquisition.gov/content/regulations http://www.sam.gov/ http://www.sam.gov/

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON JULY 20, 2023

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at https://sam.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.

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.

FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $1.5 million, is required to submit a subcontracting plan prior to contract award.

The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of request of the CO, that bidder may be ineligible for award of the contract.

https://sam.gov/

A-iv

Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) https://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of Subcontracting Opportunities, for contractors and subcontractors to post notices and thereby increase competition for subcontracts.

A list of currently known business concerns owned and controlled by socially and economically disadvantaged individuals and/or women-owned small business concerns that have indicated an interest in participating in highway construction is available at https://www.sam.gov.

See Appendix C for Sample Small Business Subcontracting Plan.

NOTE:

• Consider the following FHWA small business goals in development of Subcontracting plans and efforts:

FHWA Small Business Subcontracting Goals (As of FY 2023) Business Size Goal (%)

SB 43.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

NON-MANDATORY PRE-BID VIRTUAL MEETING

A pre-bid virtual meeting will be conducted to solicit contractor interest and to orient contractors with the project prior to the bid opening. A Representative from the Federal Highway Administration (FHWA) will conduct a meeting on Tuesday, July 11, 2023, at 10:00 a.m. Local Mountain Time. FHWA will provide a brief project presentation and will be available to answer questions.

If you would like to attend the virtual meeting, please email CFLContracts@dot.gov by Monday, July 10th, 2022, 10:00 a.m., Local Mountain Time to request a link to join the presentation. The virtual meeting will be held using Microsoft Teams. No summary of the meeting will be available for those who do not attend.

ATTENDANCE AT THE PRE- BID VIRTUAL MEETING IS NOT REQUIRE TO BID

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).

https://web.sba.gov/subnet/ https://www.sam.gov/

A-v

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 https://highways.dot.gov/federal-lands/estimates/eebacs-guide

New Mexico Gross Receipts and Compensating Tax Act – Contractors are responsible to understand the tax laws associated with the New Mexico gross receipts tax, pursuant to the Gross Receipts and Compensating Tax Act of New Mexico.

https://highways.dot.gov/federal-lands/estimates/eebacs-guide

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF23B000019

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

06/26/2023

PAGE OF

PAGES

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

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

HFLCEO230183PR

6. PROJECT NO.

NM FLAP 159(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Stephanie Navarro, Contract Specialist 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

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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 7/27/23 (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.

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

AWARD (To be completed by Government)

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 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

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

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

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

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

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

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.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 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.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER 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 https://sam.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 $10,000,000 and $20,000,000.

A-3 mailto:CFLContracts@dot.gov https://sam.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 120 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-4

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

A - 6

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:NM FLAP 159(1)

Project Name:Catwalk Access Road

A - 7

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

A0050 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0100 15214-2000 SURVEY AND STAKING, RETAINING WALL (Gabion Wall)

ALL LPSM $___LPSM_____ $____________

A0150 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE (Low Water Crossing)

7 EACH $____________ $____________

A0200 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

12 EACH $____________ $____________

A0250 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

2.019 MILE $____________ $____________

A0300 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

2.820 MILE $____________ $____________

A0350 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

3.830 MILE $____________ $____________

A0400 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0450 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0500 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0550 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A0600 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0650 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0700 20101-0000 CLEARING AND GRUBBING

22.0 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A0750 20301-0600 REMOVAL OF CATTLE GUARD

4 EACH $____________ $____________

A0800 20301-0700 REMOVAL OF DELINEATOR

30 EACH $____________ $____________

A0850 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A0900 20301-1900 REMOVAL OF PIPE CULVERT

11 EACH $____________ $____________

A0950 20301-2400 REMOVAL OF SIGN

50 EACH $____________ $____________

A1000 20302-0700 REMOVAL OF FENCE

7,800 LNFT $____________ $____________

A1050 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A1100 20402-0000 SUBEXCAVATION

250 CUYD $____________ $____________

A1150 20420-0000 EMBANKMENT CONSTRUCTION

6,600 CUYD $____________ $____________

A1200 20425-1000 DITCH, EXCAVATION

400 LNFT $____________ $____________

A1250 20815-0000 COFFERDAMS

ALL LPSM $___LPSM_____ $____________

A1300 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

1,300 CUYD $____________ $____________

A1350 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

1,000 CUYD $____________ $____________

A1400 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

642 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A1450 25701-0100 CONTRACTOR FURNISHED GABION WALL DESIGN

ALL LPSM $___LPSM_____ $____________

A1500 30202-2000 ROADWAY AGGREGATE, METHOD 2

14,800.0 TON $____________ $____________

A1550 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

3.700 MILE $____________ $____________

A1600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

8,160.0 TON $____________ $____________

A1700 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

81.70 TON $____________ $____________

A1800 40601-0000 FOG SEAL

21.40 TON $____________ $____________

A1850 41102-1000 PRIME COAT, METHOD 1

50,000 SQYD $____________ $____________

A1900 41105-0000 BLOTTER

100.0 TON $____________ $____________

A1950 41201-0000 TACK COAT

21.40 TON $____________ $____________

A2000 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

2,885 SQYD $____________ $____________

A2050 60103-0000 CONCRETE, HEADWALL (TRIPLE 30-INCH)

2 EACH $____________ $____________

A2100 60103-0000 CONCRETE, HEADWALL (QUADRUPLE 72-INCH)

2 EACH $____________ $____________

A2150 60103-0220 CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A2200 60103-0380 CONCRETE, HEADWALL FOR 96-INCH PIPE CULVERT

2 EACH $____________ $____________

A2250 60103-0700 CONCRETE, HEADWALL FOR DOUBLE 48-INCH PIPE CULVERT

4 EACH $____________ $____________

A2300 60201-0900 30-INCH PIPE CULVERT (RCP)

60 LNFT $____________ $____________

A2350 60201-1200 48-INCH PIPE CULVERT (RCP)

320 LNFT $____________ $____________

A2400 60201-1600 72-INCH PIPE CULVERT (RCP)

240 LNFT $____________ $____________

A2450 60201-2000 96-INCH PIPE CULVERT (CMP)

60 LNFT $____________ $____________

A2500 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (RCP)

2 EACH $____________ $____________

A2550 60501-0000 STANDARD UNDERDRAIN SYSTEM

800 LNFT $____________ $____________

A2600 60704-0000 CLEANING CULVERT IN PLACE

6 EACH $____________ $____________

A2650 61801-0000 CONCRETE BARRIER

1,400 LNFT $____________ $____________

A2700 61901-0900 FENCE, BARBED WIRE, 4 STRAND

8,500 LNFT $____________ $____________

A2750 61902-0000 GATE

2 EACH $____________ $____________

A2800 61903-0700 CATTLE GUARD, 24 FEET

4 EACH $____________ $____________

A2850 61920-2000 REMOVE AND RESET GATE

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A2900 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A2950 62201-2750 MOTOR GRADER

20 HOUR $____________ $____________

A3000 62201-3000 HYDRAULIC EXCAVATOR

20 HOUR $____________ $____________

A3050 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A3100 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

A3150 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

A3200 62511-2000 SEEDING, HYDRAULIC METHOD

37,300 SQYD $____________ $____________

A3250 62516-2000 MULCHING, HYDRAULIC METHOD

37,300 SQYD $____________ $____________

A3300 62901-0000 ROLLED EROSION CONTROL PRODUCT

2,000 SQYD $____________ $____________

A3350 63301-0000 SIGN SYSTEM

66 EACH $____________ $____________

A3400 63302-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

1 SQFT $____________ $____________

A3450 63308-2000 OBJECT MARKER, TYPE 2

18 EACH $____________ $____________

A3500 63308-3000 OBJECT MARKER, TYPE 3

34 EACH $____________ $____________

A3550 63309-0000 DELINEATOR

30 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A3600 63316-1000 REMOVE AND RESET SIGN

7 EACH $____________ $____________

A3650 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

38.00 MILE $____________ $____________

A3700 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

1.20 MILE $____________ $____________

A3750 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A3800 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A3850 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

A3900 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

40 EACH $____________ $____________

A3950 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

8 EACH $____________ $____________

A4000 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

A4050 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

A4100 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

A4150 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

800 SQFT $____________ $____________

A4200 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

3.90 MILE $____________ $____________

A4250 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

4,000 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A4300 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

2,000 HOUR $____________ $____________

A4350 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

X0050 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE (Low Water Crossing)

1 EACH $____________ $____________

X0150 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

X0200 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.330 MILE $____________ $____________

X0250 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

0.041 MILE $____________ $____________

X0300 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.206 MILE $____________ $____________

X0350 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0400 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0450 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0500 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

X0550 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

X0600 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0650 20101-0000 CLEARING AND GRUBBING

2.0 ACRE $____________ $____________

X0700 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 15

X0750 20402-0000 SUBEXCAVATION

200 CUYD $____________ $____________

X0800 20420-0000 EMBANKMENT CONSTRUCTION

180 CUYD $____________ $____________

X0850 20425-1000 DITCH, EXCAVATION

70 LNFT $____________ $____________

X0900 20815-0000 COFFERDAMS

ALL LPSM $___LPSM_____ $____________

X0950 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

860 CUYD $____________ $____________

X1000 25110-2500 GROUTED RIPRAP, METHOD B, CLASS 5

775 CUYD $____________ $____________

X1050 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,100.0 TON $____________ $____________

X1100 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

0.050 MILE $____________ $____________

X1150 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

180.0 TON $____________ $____________

X1250 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

2.0 TON $____________ $____________

X1350 40601-0000 FOG SEAL

0.50 TON $____________ $____________

X1400 41102-1000 PRIME COAT, METHOD 1

1,100 SQYD $____________ $____________

X1450 41105-0000 BLOTTER

10.0 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 16

X1500 41201-0000 TACK COAT

0.50 TON $____________ $____________

X1550 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

2,640 SQYD $____________ $____________

X1600 60101-0000 CONCRETE

60 CUYD $____________ $____________

X1650 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

X1700 60201-0800 24-INCH PIPE CULVERT (CMP)

160 LNFT $____________ $____________

X1750 61801-0000 CONCRETE BARRIER

200 LNFT $____________ $____________

X1800 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X1850 62201-2750 MOTOR GRADER

20 HOUR $____________ $____________

X1900 62201-3000 HYDRAULIC EXCAVATOR

20 HOUR $____________ $____________

X1950 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

X2000 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

X2050 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

X2100 62511-2000 SEEDING, HYDRAULIC METHOD

300 SQYD $____________ $____________

X2150 62516-2000 MULCHING, HYDRAULIC METHOD

300 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 17

X2200 63308-2000 OBJECT MARKER, TYPE 2

1 EACH $____________ $____________

X2250 63308-3000 OBJECT MARKER, TYPE 3

6 EACH $____________ $____________

X2300 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

X2350 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

X2400 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

40 EACH $____________ $____________

X2450 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

10 EACH $____________ $____________

X2500 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

X2550 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

150 SQFT $____________ $____________

X2600 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.25 MILE $____________ $____________

X2650 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,600 HOUR $____________ $____________

X2700 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

800 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

A - 18

Y0050 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

Y0150 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

0.744 MILE $____________ $____________

Y0200 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0250 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0300 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0350 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

Y0400 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

Y0450 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y0500 20120-1000 REMOVAL, INDIVIDUAL TREE

10 EACH $____________ $____________

Y0550 20301-1900 REMOVAL OF PIPE CULVERT

1 EACH $____________ $____________

Y0600 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

8,775 SQYD $____________ $____________

Y0650 20402-0000 SUBEXCAVATION

500 CUYD $____________ $____________

Y0700 20425-1000 DITCH, EXCAVATION

30 LNFT $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 19

Y0750 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

90 CUYD $____________ $____________

Y0800 30202-2000 ROADWAY AGGREGATE, METHOD 2

180.0 TON $____________ $____________

Y0850 30301-6000 ROADWAY RECONDITIONING

1.000 MILE $____________ $____________

Y0950 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

1,500.0 TON $____________ $____________

Y1000 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

15.00 TON $____________ $____________

Y1100 40601-0000 FOG SEAL

4.00 TON $____________ $____________

Y1150 41102-1000 PRIME COAT, METHOD 1

8,850 SQYD $____________ $____________

Y1200 41105-0000 BLOTTER

25.0 TON $____________ $____________

Y1250 41201-0000 TACK COAT

4.00 TON $____________ $____________

Y1300 60201-0800 24-INCH PIPE CULVERT (CMP)

40 LNFT $____________ $____________

Y1350 60501-0000 STANDARD UNDERDRAIN SYSTEM

500 LNFT $____________ $____________

Y1400 60704-0000 CLEANING CULVERT IN PLACE

2 EACH $____________ $____________

Y1450 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 20

Y1500 62201-2750 MOTOR GRADER

10 HOUR $____________ $____________

Y1550 62201-3000 HYDRAULIC EXCAVATOR

10 HOUR $____________ $____________

Y1600 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

Y1650 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

Y1700 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

Y1750 62901-0000 ROLLED EROSION CONTROL PRODUCT

500 SQYD $____________ $____________

Y1800 63308-2000 OBJECT MARKER, TYPE 2

4 EACH $____________ $____________

Y1850 63309-0000 DELINEATOR

10 EACH $____________ $____________

Y1900 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Y1950 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

90 EACH $____________ $____________

Y2000 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

110 SQFT $____________ $____________

Y2050 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

1.00 MILE $____________ $____________

Y2100 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

400 HOUR $____________ $____________

Y2150 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

200 HOUR $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 21

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 22

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 7)

Schedule X - Option(A - 14)

Schedule Y - Option(A - 18)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

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)

A-23

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)

A-24

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-25

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)

A-26

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-27

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.]

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-29

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)

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

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

20%

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER

6982AF23B000019 MILLION(S)

THOUSAND(S)

HUNDRED(S)

CENTS

00 FOR (Construction, Supplies or

Services) Construction

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.