6982AF23B000031.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF23B000031

SOLICITATION TYPE: FULL & OPEN COMPETITION

PROJECT NUMBER: UT FTNP CARE 10(2) & 100(1)

PROJECT NAME: CAPITOL REEF NATIONAL PARK

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

NOTICE TO BIDDERS

A-i

PROJECT UT FTNP CARE 10(2) & 100(1)

LOCATION CAPITOL REEF NATIONAL PARK

COUNTY WAYNE

STATE UTAH

LENGTH SCHEDULE A: 6.40 MILES

OPTION X: VISITOR CENTER PARKING

LOT

OPTION Y: CHIMNEY ROCK PARKING

LOT

OPTION Z: PAVEMENT PRESERVATION

1.59 MILES

TYPE OF IMPROVEMENT ROAD REHABILITATION, ROADWAY

EXCAVATION, MICROSURFACING,

CRACK SEALING, AGGREGATE BASE,

CONCRETE CURB, CULVERTS, SIGNAGE,

PAVEMENT MARKINGS, VAULTED

TOILET, SIDEWALK

A-ii

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-2 Division 150 ................................................................................................................... E-28 Division 200 ................................................................................................................... E-53 Division 300 ................................................................................................................... E-59 Division 400 ................................................................................................................... E-60 Division 500 ................................................................................................................... E-87 Division 600 ................................................................................................................... E-88 Division 700 ................................................................................................................. E-108

APPENDICES

Appendix A ............................................................................................................. Fire Plan Appendix B ........................................................................................................ Vault Toilet Appendix C ........................................................................................... Subcontracting Plan

PROJECT OVERVIEW

The UT NP CARE 10(2) &100(1) - Capitol Reef National Park project is approximately 10.9 miles west of the Torrey Utah and 45.3 miles west of Boulder Utah. The project is proposing to rehabilitate (3R) roads and parking lots and pavement preservation on routes within Capital Reef National Park.

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

A-iii

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-6

• Bid Schedule Pages A-7 through A-23

• Completed an applicable Authority to Bind certificate, pages A-24 through A-28

• Buy American Act & Hazardous Materials, Pages A-29 through A-30

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

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

A-iv paper copy can be obtained from the Research & Technology Distribution Center (RTPDC) by email report.center@dot.gov.

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 2023and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2023 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).

mailto:report.center@dot.gov https://www.acquisition.gov/content/regulations http://www.sam.gov/ http://www.sam.gov/

A-v

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON JANUARY 4, 2024

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://web.sba.gov/subnet/

A-vi 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%

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.

6982AF23B000031

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

12/7/2023

PAGE OF

PAGES

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

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

HFLCEO230509PR

6. PROJECT NO.

UT NP CARE 10(2) & 100(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:

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 1:00 p.m. (hour) local time on 1/11/2024 (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

STANDARD FORM 1442 (REV. 12/2022) 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)

UEI.

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 $10,000,000 and $20,000,000.

A-3 mailto:CFLContracts@dot.gov mailto:CFLContracts@dot.gov

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one (1) schedule and three (3) 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.

Pay Item 15401-0000, Contractor testing

Bidders must provide prices on alternative Contractor Testing pay items for Schedule A.

Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory for each schedule. The price for this item will be included in the Construction Cost Total for each schedule and all totals on the Bid Summary, page A-12 and therefore, included in the evaluation for award.

Bidders must also provide a standalone price on the last page of each schedule for the alternative item, Contractor Testing using a Government-furnished field laboratory, at the end of each bid schedule. This price will not be factored into the evaluation for award.

The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.

A-4

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A, Option X, Option Y, and Option Z. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided 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 90 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-5

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-6

A - 7

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:UT NP CARE 10(2) & 100(1)

Project Name:Scenic Drive & Goosenecks Road

A - 8

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

3 EACH $____________ $____________

A0080 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

12.813 MILE $____________ $____________

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

12.813 MILE $____________ $____________

A0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0180 15705-0100 SOIL EROSION CONTROL, SILT FENCE

27,800 LNFT $____________ $____________

A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

29,600 LNFT $____________ $____________

A0220 15706-0200 SOIL EROSION CONTROL, CHECK DAM

150 EACH $____________ $____________

A0240 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0260 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0280 20101-0000 CLEARING AND GRUBBING

10.0 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT NP CARE 10(2) & 100(1)

(Contractor Furnished Lab)

A - 9

A0300 20301-0700 REMOVAL OF DELINEATOR

140 EACH $____________ $____________

A0320 20301-1100 REMOVAL OF GATE

3 EACH $____________ $____________

A0340 20301-2400 REMOVAL OF SIGN

30 EACH $____________ $____________

A0360 20301-2700 REMOVAL OF STRUCTURE (CONCRETE CHECK DAM)

1 EACH $____________ $____________

A0380 20301-3300 REMOVAL OF VAULT (TOILET)

1 EACH $____________ $____________

A0400 20302-0600 REMOVAL OF CURB, STONE

310 LNFT $____________ $____________

A0420 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

73,000 SQYD $____________ $____________

A0440 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

10 SQYD $____________ $____________

A0460 20401-0000 ROADWAY EXCAVATION

8,000 CUYD $____________ $____________

A0480 20421-0000 ROCK EXCAVATION

36 CUYD $____________ $____________

A0500 20425-1000 DITCH, EXCAVATION

1,175 LNFT $____________ $____________

A0520 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

100 CUYD $____________ $____________

A0540 25110-0300 GROUTED RIPRAP, METHOD A, CLASS 3

350 CUYD $____________ $____________

A0560 30101-0000 AGGREGATE BASE

28,350 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0600 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

18,000 TON $____________ $____________

A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

175.0 TON $____________ $____________

A0660 40601-0000 FOG SEAL

50.0 TON $____________ $____________

A0680 41101-1000 PRIME COAT, METHOD 1

72.5 TON $____________ $____________

A0700 41201-0000 TACK COAT

34.0 TON $____________ $____________

A0720 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

135 SQYD $____________ $____________

A0740 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT (COLORED)

4 EACH $____________ $____________

A0760 60201-0800 24-INCH PIPE CULVERT

120 LNFT $____________ $____________

A0780 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (PAINTED)

2 EACH $____________ $____________

A0800 60704-0000 CLEANING CULVERT IN PLACE

2 EACH $____________ $____________

A0820 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (COLORED)

1,425 LNFT $____________ $____________

A0840 60906-1000 GUTTER, CONCRETE (OFF SITE DRAINAGE)

175 SQYD $____________ $____________

A0860 60906-1000 GUTTER, CONCRETE (SIDEWALK DRAIN)

10 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0880 60910-0000 RESET CURB (STONE)

140 LNFT $____________ $____________

A0900 61401-0000 LEAN CONCRETE BACKFILL

10 CUYD $____________ $____________

A0920 61501-0200 SIDEWALK, COLORED CONCRETE

200 SQYD $____________ $____________

A0940 61504-1000 ACCESSIBILITY RAMP, CONCRETE (COLORED)

25 SQYD $____________ $____________

A0960 61509-0000 DETECTABLE WARNING PANELS

5 SQYD $____________ $____________

A0980 61902-1700 GATE, METAL, 22 FEET WIDTH

2 EACH $____________ $____________

A1000 61902-2000 GATE, METAL, 28 FEET WIDTH

1 EACH $____________ $____________

A1020 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

A1040 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

10 HOUR $____________ $____________

A1060 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

A1080 62201-1600 BULLDOZER, UNIVERSAL BLADE, 100HP MINIMUM

10 HOUR $____________ $____________

A1100 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

10 HOUR $____________ $____________

A1120 62301-0000 GENERAL LABOR

25 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1140 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

A1160 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

A1180 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

4.70 ACRE $____________ $____________

A1200 62515-2000 MULCHING, HYDRAULIC METHOD

9.80 ACRE $____________ $____________

A1220 63301-0000 SIGN SYSTEM

35 EACH $____________ $____________

A1240 63308-3000 OBJECT MARKER, TYPE 3

2 EACH $____________ $____________

A1260 63309-0200 DELINEATOR, TYPE 2

440 EACH $____________ $____________

A1280 63313-0000 RUMBLE STRIP

55 LNFT $____________ $____________

A1300 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

A1320 63316-1000 REMOVE AND RESET SIGN (STONE)

1 EACH $____________ $____________

A1340 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

0.850 MILE $____________ $____________

A1360 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

18 EACH $____________ $____________

A1380 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A1400 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1420 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

10 EACH $____________ $____________

A1440 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

5 EACH $____________ $____________

A1460 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1480 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

24 LNFT $____________ $____________

A1500 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,150 LNFT $____________ $____________

A1520 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

265 SQFT $____________ $____________

A1540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

200 HOUR $____________ $____________

A1560 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

160 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT NP CARE 10(2) & 100(1)

Project Name:Scenic Drive & Goosenecks Road

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

(Government Furnished Lab - See Page A-4)

A - 14

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

X0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

4 EACH $____________ $____________

X0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

800 LNFT $____________ $____________

X0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

80 LNFT $____________ $____________

X0120 20101-0000 CLEARING AND GRUBBING

0.3 ACRE $____________ $____________

X0140 20301-2400 REMOVAL OF SIGN

8 EACH $____________ $____________

X0160 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

750 LNFT $____________ $____________

X0180 20302-0600 REMOVAL OF CURB, STONE

150 LNFT $____________ $____________

X0200 20302-0700 REMOVAL OF FENCE (WOODEN)

10 LNFT $____________ $____________

X0220 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

3,600 SQYD $____________ $____________

X0240 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

300 SQYD $____________ $____________

X0260 20303-3600 REMOVAL OF WALL (STONE MASONRY WALL)

50 SQYD $____________ $____________

X0280 20315-0000 SAWCUTTING PAVEMENT

175 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 15

X0300 20401-0000 ROADWAY EXCAVATION

3,000 CUYD $____________ $____________

X0320 20465-0000 CONSERVE AND PLACE BOULDER

15 EACH $____________ $____________

X0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

20 CUYD $____________ $____________

X0360 30101-0000 AGGREGATE BASE

1,900 TON $____________ $____________

X0400 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

1,125 TON $____________ $____________

X0420 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

11.5 TON $____________ $____________

X0460 40601-0000 FOG SEAL

3.5 TON $____________ $____________

X0480 41101-1000 PRIME COAT, METHOD 1

4.5 TON $____________ $____________

X0500 41201-0000 TACK COAT

2.5 TON $____________ $____________

X0520 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

175 SQYD $____________ $____________

X0540 60201-0600 18-INCH PIPE CULVERT

130 LNFT $____________ $____________

X0560 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (PAINTED)

1 EACH $____________ $____________

X0580 60404-1000 CATCH BASIN, FLH TYPE 1

2 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 16

X0600 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (COLORED)

1,450 LNFT $____________ $____________

X0620 60901-3700 CURB, STONE, TYPE 1, 14-INCH DEPTH

125 LNFT $____________ $____________

X0640 60910-0000 RESET CURB (STONE)

255 LNFT $____________ $____________

X0660 61501-0200 SIDEWALK, COLORED CONCRETE

760 SQYD $____________ $____________

X0680 61503-1000 MEDIAN, CONCRETE

115 SQYD $____________ $____________

X0700 61504-1000 ACCESSIBILITY RAMP, CONCRETE (COLORED)

50 SQYD $____________ $____________

X0720 61509-0000 DETECTABLE WARNING PANELS

10 SQYD $____________ $____________

X0740 62013-2000 STONE MASONRY WALL (18-INCH TALL)

80 SQYD $____________ $____________

X0760 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

0.15 ACRE $____________ $____________

X0780 62515-2000 MULCHING, HYDRAULIC METHOD

0.15 ACRE $____________ $____________

X0800 63301-0000 SIGN SYSTEM

18 EACH $____________ $____________

X0820 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

X0840 63316-1000 REMOVE AND RESET SIGN (STONE)

1 EACH $____________ $____________

X0860 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

1.500 MILE $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 17

X0880 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

32 EACH $____________ $____________

X0900 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

X0920 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

X0940 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

X0960 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

24 LNFT $____________ $____________

X0980 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

850 LNFT $____________ $____________

X1000 63610-2800 CONDUIT, 4-INCH, PVC

90 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

A - 18

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

Y0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

Y0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

400 LNFT $____________ $____________

Y0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

250 LNFT $____________ $____________

Y0120 15706-0200 SOIL EROSION CONTROL, CHECK DAM

5 EACH $____________ $____________

Y0140 20101-0000 CLEARING AND GRUBBING

0.3 ACRE $____________ $____________

Y0160 20120-1000 REMOVAL, INDIVIDUAL TREE

1 EACH $____________ $____________

Y0180 20301-0200 REMOVAL OF BOULDER

21 EACH $____________ $____________

Y0200 20301-3300 REMOVAL OF VAULT (TOILET)

1 EACH $____________ $____________

Y0220 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

1,000 SQYD $____________ $____________

Y0240 20315-0000 SAWCUTTING PAVEMENT

50 LNFT $____________ $____________

Y0260 20401-0000 ROADWAY EXCAVATION

275 CUYD $____________ $____________

Y0280 20425-1000 DITCH, EXCAVATION

225 LNFT $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 19

Y0300 20465-0000 CONSERVE AND PLACE BOULDER

5 EACH $____________ $____________

Y0320 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

5 CUYD $____________ $____________

Y0340 25110-0300 GROUTED RIPRAP, METHOD A, CLASS 3

35 CUYD $____________ $____________

Y0360 30101-0000 AGGREGATE BASE

650 TON $____________ $____________

Y0380 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

410 TON $____________ $____________

Y0420 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

4.5 TON $____________ $____________

Y0460 40601-0000 FOG SEAL

1.5 TON $____________ $____________

Y0480 41101-1000 PRIME COAT, METHOD 1

2.0 TON $____________ $____________

Y0500 41201-0000 TACK COAT

1.0 TON $____________ $____________

Y0520 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

50 SQYD $____________ $____________

Y0540 60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT (COLORED)

1 EACH $____________ $____________

Y0560 60201-0600 18-INCH PIPE CULVERT

35 LNFT $____________ $____________

Y0580 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (PAINTED)

1 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 20

Y0600 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (COLORED)

500 LNFT $____________ $____________

Y0620 60901-3700 CURB, STONE, TYPE 1, 14-INCH DEPTH

270 LNFT $____________ $____________

Y0640 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

75 LNFT $____________ $____________

Y0660 60906-1000 GUTTER, CONCRETE (SIDEWALK DRAIN)

3 SQYD $____________ $____________

Y0680 61401-0000 LEAN CONCRETE BACKFILL

7 CUYD $____________ $____________

Y0700 61501-0200 SIDEWALK, COLORED CONCRETE

25 SQYD $____________ $____________

Y0720 61504-1000 ACCESSIBILITY RAMP, CONCRETE (COLORED)

18 SQYD $____________ $____________

Y0740 61509-0000 DETECTABLE WARNING PANELS

3 SQYD $____________ $____________

Y0760 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

0.15 ACRE $____________ $____________

Y0780 62515-2000 MULCHING, HYDRAULIC METHOD

0.15 ACRE $____________ $____________

Y0800 63301-0000 SIGN SYSTEM

5 EACH $____________ $____________

Y0820 63316-1000 REMOVE AND RESET SIGN

5 EACH $____________ $____________

Y0840 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

Y0860 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

0.500 MILE $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 21

Y0880 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

12 EACH $____________ $____________

Y0900 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Y0920 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Y0940 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

24 LNFT $____________ $____________

Y0960 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

10 SQFT $____________ $____________

Y0980 64603-1000 FIXTURE, VAULT TOILET (DUAL)

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 22

Z0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Z0040 20402-0000 SUBEXCAVATION

800 CUYD $____________ $____________

Z0060 40702-0300 CHIP SEAL, TYPE 1C

29,500 SQYD $____________ $____________

Z0080 40901-2000 MICRO SURFACING, TYPE 2

27,900 SQYD $____________ $____________

Z0100 41402-2000 CRACKS, CLEANING AND SEALING

4.500 MILE $____________ $____________

Z0120 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

1,200 SQYD $____________ $____________

Z0140 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

17.500 MILE $____________ $____________

Z0160 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

18 EACH $____________ $____________

Z0180 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

Z0200 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

212 SQFT $____________ $____________

Z0220 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

80 HOUR $____________ $____________

Z0240 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

80 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Z Schedule Type:Options

A - 23

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 8)

Schedule X - Option(A - 14)

Schedule Y - Option(A - 18)

Schedule Z - Option(A - 22)

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-24

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-25

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-26

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-27

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-28

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

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

NOTE TO CONTRACTOR:

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

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

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

A-29

HAZARDOUS MATERIALS

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

Hazardous Material

Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

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

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

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

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

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

A-30

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

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

BID BOND

(See instructions on reverse)

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

Expiration Date: 8/31/2025 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.