6982AF22B000024.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF22B000024

SOLICITATION TYPE: FULL AND OPEN

PROJECT NUMBER: ND FTNP THRO 11(10)

PROJECT NAME: SOUTH UNIT SCENIC LOOP SLIDE REPAIR

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 ND FTNP THRO 11(10)

LOCATION THEODORE ROOSEVELT NATIONAL

PARK

COUNTY BILLINGS

STATE NORTH DAKOTA

LENGTH SCHEDULE A: 6.13 MILES

TYPE OF IMPROVEMENT ROADWAY RECONSTRUCTION AND

SLOPE STABILIZATION INCLUDING

ANCHORED SOLDIER PILE RETAINING

WALL, CULVERT REPLACEMENT,

ASPHALT PAVING, GUARDRAIL, CURB

AND GUTTER AND OTHER

MISCELLANEOUS WORK

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-23

Division 200 ................................................................................................................... E-41

Division 300 ................................................................................................................... E-53

Division 400 ................................................................................................................... E-55

Division 500 ................................................................................................................... E-71

Division 600 ................................................................................................................... E-75

Division 700 ................................................................................................................... E-90

APPENDICES

Appendix A ................................................................................................. 401/404 Permits

Appendix B ..................................................Small Business Subcontracting Plan Template

PROJECT OVERVIEW

This project will consist of roadway reconstruction of 6 miles of the South Unit Scenic Loop Road within Theodore Roosevelt National Park, North Dakota. The project includes construction of soldier pile walls at several locations within the 6 miles of roadway to stabilize areas that have failed or currently failing due to poor subgrade conditions. The project also includes lime stabilization of subgrade at multiple locations.

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-24

• Bid Schedule Pages A-6 through A-23

• Completed an applicable Authority to Bind certificate, pages A-25 through A-29

• Buy American Act & Hazardous Materials, Pages A-30 through A-31

• 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 $39.5 million. If your average annual gross receipts for the past 5 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. 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 2021 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2021 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 SEPTEMBER 27, 2022

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.

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 mailto:CFLContracts@dot.gov https://sam.gov/ https://web.sba.gov/subnet/

A-iv 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 B 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 2022)

Business Size Goal (%)

SB 46.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF22B000024

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

08/18/2022

PAGE OF

PAGES

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

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

HFLCEO220302PR

6. PROJECT NO.

ND FTNP THRO 11(10)

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:

Ryan Phillips, 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

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 10/4/22 (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 90 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

STANDARD FORM 1442 (REV. 8/2014) BACK

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

□ 10 U.S.C. 2304(c)( ) □ 41 U.S.C. 3304(a)( )

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 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 $40,000,000 and $50,000,000.

A-3 https://sam.gov/

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and three 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 and Options X, Y and Z.

The Government will evaluate the total of Schedule A and Options Y and Z first. If funds are not available for Schedule A and Options Y and Z at the time of award, the Government will evaluate Schedule A and Option Z. If funds are not available for Schedule A and Option Z at the time of award, the Government will evaluate Schedule A and Option X. If funds are not available for Schedule A and Option X at the time of award, the Government will evaluate Schedule A and Option Y. If funds are not available for Schedule A and Option Y at the time of award, the Government will evaluate Schedule A.

The below table is a visualization of the evaluation process the Government will use:

Schedule A + Options Y and Z Schedule A + Option Z Schedule A + Option X Schedule A + Option Y Schedule A

A-4

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).

Accordingly, award of contract, if made, will be made to the lowest responsive, responsible bidder, if funds are available.

A-5

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:ND FTNP THRO 11(10)

Project Name:South Unit Scenic Loop Slide Repair

A-6

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

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0020 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

96 EACH $____________ $____________

A0040 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

6.13 MILE $____________ $____________

A0050 15236-2000 SURVEY CONTROL, GRADE FINISHING

1.20 MILE $____________ $____________

A0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0070 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0090 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A0100 15702-3000 SOIL EROSION CONTROL, SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A0110 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0120 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0130 20101-0000 CLEARING AND GRUBBING

15.90 ACRE $____________ $____________

A0140 20220-1000 REMOVAL, INDIVIDUAL TREE

180 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ND FTNP THRO 11(10)

A-7

A0150 20301-1400 REMOVAL OF INLET

16 EACH $____________ $____________

A0160 20301-2400 REMOVAL OF SIGN

38 EACH $____________ $____________

A0170 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

1 EACH $____________ $____________

A0180 20302-0200 REMOVAL OF CURB

5,820 LNFT $____________ $____________

A0190 20302-2100 REMOVAL OF PIPE CULVERT

3,400 LNFT $____________ $____________

A0200 20303-1600 REMOVAL OF PAVEMENT, ASPHALT (VARIABLE DEPTH)

11,100 SQYD $____________ $____________

A0210 20303-3500 REMOVAL OF STONE MASONRY

40 SQYD $____________ $____________

A0220 20401-0000 ROADWAY EXCAVATION

13,200 CUYD $____________ $____________

A0230 20410-0000 SELECT BORROW

1,300 CUYD $____________ $____________

A0240 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

12,900 CUYD $____________ $____________

A0250 20702-0500 GEOTEXTILE FILTER, CLASS 1, TYPE E

3,900 SQYD $____________ $____________

A0260 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

300 CUYD $____________ $____________

A0270 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

720 CUYD $____________ $____________

A0280 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

550 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ND FTNP THRO 11(10)

A-8

A0290 25101-0700 PLACED RIPRAP, METHOD A, CLASS 7

320 CUYD $____________ $____________

A0300 25601-0000 GROUND ANCHOR

573 EACH $____________ $____________

A0310 25605-0000 PERFORMANCE TEST

7 EACH $____________ $____________

A0320 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,600 TON $____________ $____________

A0330 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

9,100 SQYD $____________ $____________

A0340 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

50 SQYD $____________ $____________

A0350 55401-1000 REINFORCING STEEL (TOE WALLS, NO. 4)

2,150 LB $____________ $____________

A0360 55505-0000 STRUCTURAL STEEL SOLDIER PILE

22,800 LNFT $____________ $____________

A0370 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED

220 MFBM $____________ $____________

A0380 56501-0200 DRILLED SHAFT, 24-INCH DIAMETER

16,200 LNFT $____________ $____________

A0390 60101-0000 CONCRETE (TOE WALLS)

30.0 CUYD $____________ $____________

A0400 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

14 EACH $____________ $____________

A0410 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT

1 EACH $____________ $____________

A0420 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ND FTNP THRO 11(10)

A-9

A0430 60103-0780 CONCRETE, HEADWALL FOR DOUBLE 72-INCH PIPE CULVERT (COLORED)

2 EACH $____________ $____________

A0440 60201-0800 24-INCH PIPE CULVERT (RCP)

2,100 LNFT $____________ $____________

A0450 60201-0800 24-INCH PIPE CULVERT (THICK WALLED, FUSE WELDED HDPE)

3,900 LNFT $____________ $____________

A0460 60201-0900 30-INCH PIPE CULVERT

140 LNFT $____________ $____________

A0470 60201-1000 36-INCH PIPE CULVERT

410 LNFT $____________ $____________

A0480 60201-1600 72-INCH PIPE CULVERT

170 LNFT $____________ $____________

A0490 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

75 EACH $____________ $____________

A0500 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

1 EACH $____________ $____________

A0510 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

4 EACH $____________ $____________

A0520 60403-0000 INLET (COMBINATION INLET, SPECIAL)

16 EACH $____________ $____________

A0530 60403-0000 INLET (COMBINATION INLET, DOUBLE SPECIAL)

1 EACH $____________ $____________

A0540 60403-0000 INLET (COMBINATION INLET)

28 EACH $____________ $____________

A0550 60403-0000 INLET (COMBINATION INLET, DOUBLE)

3 EACH $____________ $____________

A0560 60404-1000 CATCH BASIN, FLH TYPE 1 (DROP INLET, TYPE A GRATE)

20 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ND FTNP THRO 11(10)

A-10

A0570 60704-0000 CLEANING CULVERT IN PLACE

1 EACH $____________ $____________

A0580 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (ONYX COLORED)

15,000 LNFT $____________ $____________

A0590 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS (STAINED)

630 LNFT $____________ $____________

A0600 61702-1600 TERMINAL SECTION, TYPE MGS FLARED (STAINED)

2 EACH $____________ $____________

A0610 61902-2100 GATE, METAL, 30 FEET WIDTH

1 EACH $____________ $____________

A0620 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

21 EACH $____________ $____________

A0630 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

3 EACH $____________ $____________

A0640 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

5 EACH $____________ $____________

A0650 62031-0000 REPOINT STONE MASONRY

3,300 SQFT $____________ $____________

A0660 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

160 HOUR $____________ $____________

A0670 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

120 HOUR $____________ $____________

A0680 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

120 HOUR $____________ $____________

A0690 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER

200 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ND FTNP THRO 11(10)

A-11

A0700 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

200 HOUR $____________ $____________

A0710 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

200 HOUR $____________ $____________

A0720 62301-0000 GENERAL LABOR

120 HOUR $____________ $____________

A0730 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

100 HOUR $____________ $____________

A0740 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

100 HOUR $____________ $____________

A0750 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

61,800 SQYD $____________ $____________

A0760 62510-2000 SEEDING, HYDRAULIC METHOD

15.40 ACRE $____________ $____________

A0770 62515-2000 MULCHING, HYDRAULIC METHOD

15.40 ACRE $____________ $____________

A0780 62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

74,400 SQYD $____________ $____________

A0790 63308-2000 OBJECT MARKER, TYPE 2

192 EACH $____________ $____________

A0800 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

A0810 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

49 MILE $____________ $____________

A0820 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ND FTNP THRO 11(10)

A-12

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ND FTNP THRO 11(10)

A-13

X0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0020 31302-0000 AGGREGATE-TOPSOIL COURSE

5,650 SQYD $____________ $____________

X0030 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2

700 TON $____________ $____________

X0040 40601-0000 FOG SEAL

1.40 TON $____________ $____________

X0050 41102-1000 PRIME COAT, METHOD 1

3,250 SQYD $____________ $____________

X0060 41105-0000 BLOTTER

4.80 TON $____________ $____________

X0070 41201-0000 TACK COAT

4.20 TON $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:ND FTNP THRO 11(10)

A-14

Y0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0020 15215-7000 SURVEY AND STAKING, PARKING AREA

2 EACH $____________ $____________

Y0030 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

2.21 MILE $____________ $____________

Y0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0050 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0060 20101-0000 CLEARING AND GRUBBING

6.20 ACRE $____________ $____________

Y0070 20220-1000 REMOVAL, INDIVIDUAL TREE

15 EACH $____________ $____________

Y0080 20301-2400 REMOVAL OF SIGN

14 EACH $____________ $____________

Y0090 20302-0200 REMOVAL OF CURB

640 LNFT $____________ $____________

Y0100 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

210 SQYD $____________ $____________

Y0110 20401-0000 ROADWAY EXCAVATION

4,500 CUYD $____________ $____________

Y0120 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

5,000 CUYD $____________ $____________

Y0130 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

1,400 SQYD $____________ $____________

Y0140 20703-0000 GEOGRID (RODENT BARRIER)

15,600 SQYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:ND FTNP THRO 11(10)

A-15

Y0150 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

280 CUYD $____________ $____________

Y0160 25126-0000 REMOVE AND RESET BOULDER

6 EACH $____________ $____________

Y0170 30202-2000 ROADWAY AGGREGATE, METHOD 2 (FDR MATERIAL)

200.0 TON $____________ $____________

Y0180 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

33,000 SQYD $____________ $____________

Y0190 30502-0400 FULL DEPTH RECLAMATION WITH CEMENT, 4-INCH DEPTH

33,000 SQYD $____________ $____________

Y0200 30510-0000 CEMENTITIOUS MATERIAL

330 TON $____________ $____________

Y0210 31302-0000 AGGREGATE-TOPSOIL COURSE

4,300 SQYD $____________ $____________

Y0220 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (PG 58-34)

7,000 TON $____________ $____________

Y0240 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

80 TON $____________ $____________

Y0260 40601-0000 FOG SEAL

20 TON $____________ $____________

Y0270 41102-1000 PRIME COAT, METHOD 1

31,500 SQYD $____________ $____________

Y0280 41105-0000 BLOTTER

50 TON $____________ $____________

Y0290 41201-0000 TACK COAT

20 TON $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:ND FTNP THRO 11(10)

A-16

Y0300 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

60 SQYD $____________ $____________

Y0310 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TAN COLORED)

1,070 LNFT $____________ $____________

Y0320 61501-0200 SIDEWALK, COLORED CONCRETE

350 SQYD $____________ $____________

Y0330 61504-1000 ACCESSIBILITY RAMP, CONCRETE

20 SQYD $____________ $____________

Y0340 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS (STAINED)

200 LNFT $____________ $____________

Y0350 61702-1600 TERMINAL SECTION, TYPE MGS FLARED (STAINED)

2 EACH $____________ $____________

Y0360 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

60 HOUR $____________ $____________

Y0370 62301-0000 GENERAL LABOR

60 HOUR $____________ $____________

Y0380 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

80 HOUR $____________ $____________

Y0390 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

80 HOUR $____________ $____________

Y0400 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

19,400 SQYD $____________ $____________

Y0410 62510-2000 SEEDING, HYDRAULIC METHOD

4.90 ACRE $____________ $____________

Y0420 62515-2000 MULCHING, HYDRAULIC METHOD

5.13 ACRE $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:ND FTNP THRO 11(10)

A-17

Y0430 62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

21,700 SQYD $____________ $____________

Y0440 62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A

1,500 SQYD $____________ $____________

Y0450 63301-0000 SIGN SYSTEM

19 EACH $____________ $____________

Y0460 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

0.50 MILE $____________ $____________

Y0470 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

Y0480 64603-0100 FIXTURE, TRASH RECEPTACLE

3 EACH $____________ $____________

Y0490 64603-0300 FIXTURE, BENCH (STEEL)

1 EACH $____________ $____________

Y0500 64603-0300 FIXTURE, BENCH (STONE)

4 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:ND FTNP THRO 11(10)

A-18

Z0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Z0020 15215-7000 SURVEY AND STAKING, PARKING AREA

7 EACH $____________ $____________

Z0030 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

3.93 MILE $____________ $____________

Z0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Z0050 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Z0060 20101-0000 CLEARING AND GRUBBING

9.30 ACRE $____________ $____________

Z0070 20220-1000 REMOVAL, INDIVIDUAL TREE

40 EACH $____________ $____________

Z0080 20301-2400 REMOVAL OF SIGN

26 EACH $____________ $____________

Z0090 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

2 EACH $____________ $____________

Z0100 20301-3000 REMOVAL OF TRASH RECEPTACLE

1 EACH $____________ $____________

Z0110 20302-0200 REMOVAL OF CURB

2,000 LNFT $____________ $____________

Z0120 20302-1200 REMOVAL OF GUARDRAIL

1,070 LNFT $____________ $____________

Z0130 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

100 SQYD $____________ $____________

Z0140 20401-0000 ROADWAY EXCAVATION

9,300 CUYD $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:ND FTNP THRO 11(10)

A-19

Z0150 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

7,500 CUYD $____________ $____________

Z0160 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

3,000 SQYD $____________ $____________

Z0170 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

550 CUYD $____________ $____________

Z0180 30202-2000 ROADWAY AGGREGATE, METHOD 2 (FDR MATERIAL)

400 TON $____________ $____________

Z0190 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

61,600 SQYD $____________ $____________

Z0200 30502-0400 FULL DEPTH RECLAMATION WITH CEMENT, 4-INCH DEPTH

61,600 SQYD $____________ $____________

Z0210 30510-0000 CEMENTITIOUS MATERIAL

650 TON $____________ $____________

Z0220 31302-0000 AGGREGATE-TOPSOIL COURSE

7,000 SQYD $____________ $____________

Z0230 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (PG 58-34)

13,000 TON $____________ $____________

Z0250 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

130 TON $____________ $____________

Z0270 40601-0000 FOG SEAL

30 TON $____________ $____________

Z0280 41102-1000 PRIME COAT, METHOD 1

58,200 SQYD $____________ $____________

Z0290 41105-0000 BLOTTER

90 TON $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:ND FTNP THRO 11(10)

A-20

Z0300 41201-0000 TACK COAT

30 TON $____________ $____________

Z0310 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

70 SQYD $____________ $____________

Z0320 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TAN COLORED)

3,000 LNFT $____________ $____________

Z0330 60915-1000 WHEELSTOP, CONCRETE

1 EACH $____________ $____________

Z0340 61501-0200 SIDEWALK, COLORED CONCRETE

600 SQYD $____________ $____________

Z0350 61504-1000 ACCESSIBILITY RAMP, CONCRETE

60 SQYD $____________ $____________

Z0360 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS (STAINED)

1,400 LNFT $____________ $____________

Z0370 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (STAINED)

3 EACH $____________ $____________

Z0380 61702-1600 TERMINAL SECTION, TYPE MGS FLARED (STAINED)

9 EACH $____________ $____________

Z0390 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

60 HOUR $____________ $____________

Z0400 62301-0000 GENERAL LABOR

60 HOUR $____________ $____________

Z0410 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

80 HOUR $____________ $____________

Z0420 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

80 HOUR $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:ND FTNP THRO 11(10)

A-21

Z0430 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

28,200 SQYD $____________ $____________

Z0440 62510-2000 SEEDING, HYDRAULIC METHOD

7.50 ACRE $____________ $____________

Z0450 62515-2000 MULCHING, HYDRAULIC METHOD

7.50 ACRE $____________ $____________

Z0460 62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

33,000 SQYD $____________ $____________

Z0470 62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A

1,400 SQYD $____________ $____________

Z0480 63301-0000 SIGN SYSTEM

30 EACH $____________ $____________

Z0490 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

Z0500 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

1.00 MILE $____________ $____________

Z0510 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

3 EACH $____________ $____________

Z0520 64603-0100 FIXTURE, TRASH RECEPTACLE

6 EACH $____________ $____________

Z0530 64603-0300 FIXTURE, BENCH (STEEL)

4 EACH $____________ $____________

Z0540 64603-0300 FIXTURE, BENCH (STONE)

15 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:ND FTNP THRO 11(10)

A-22

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 1)

Schedule X - Option(Page A - 8)

Schedule Y - Option(Page A - 9)

Schedule Z - Option(Page A - 13)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:ND FTNP THRO 11(10)

A-23

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-24

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

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-25

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-26

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-27

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

Authority to Bind Joint Venture

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

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

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

Officer.

(Include names and signatures of all applicable individuals)

A-28

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

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-29

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-30

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-31

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

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

B…