6982AF19B000021_.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF19B000021

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: UT FLAP 70131(1)

PROJECT NAME: STRAWBERRY SHEEP CREEK

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

PROJECT UT FLAP 70131(1)

LOCATION UINTA-WASATCH-CACHE NATIONAL

FOREST

COUNTY WASATCH AND UTAH

STATE UTAH

LENGTH SCHEDULE A: 12.24 MILES

OPTION X: 7.00 MILES

OPTION Y: 3.75 MILES

TYPE OF IMPROVEMENT ROAD RECONSTRUCTION, ASPHALT

SURFACING, DRAINAGE

IMPROVEMENTS

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-5

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

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-25 Division 200 ................................................................................................................... E-40 Division 300 ................................................................................................................... E-46 Division 400 ................................................................................................................... E-47 Division 500 ................................................................................................................. ...N/A Division 600 ................................................................................................................... E-58 Division 700 ................................................................................................................. ..E-69

APPENDICES

Appendix A ....................TransWest Express Transmission Line Construction Access Points

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

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

Appendix C ................................................................................................... 401/404 Permit

Appendix D ................................................................................................... NPDES Permit

NOTICE TO BIDDERS

A-i

PROJECT OVERVIEW

Strawberry Sheep Creek connector is a 31.9 mile route that connects US-6 to US-40 through the Uinta-Wasatch-Cache National Forest (USFS) in both, Utah and Wasatch Counties, and includes Sheep Creek - Rays Valley Road (FR70051), Unicorn Ridge - Indian Creek Road (FR70042), and West Side Strawberry Road (FR70131).

The base Schedule A consists of road widening, reconstruction, asphalt surfacing, drainage, and safety improvements to the unpaved 12.24 miles of Unicorn Ridge-Indian Creek Road (FR70042) between the intersections with Sheep Creek - Rays Valley Road (FR70051) and West Side Strawberry Road (FR70131). Major work elements for Schedule A include widening the roadway to a consistent width and vertical and horizontal alignment changes to correct roadway geometry and improve safety. Construction will generally include cut slopes, embankment, rockery/rock embankment slope treatments, reinforced soil slopes, aggregate base course, and paving.

Improvements include clearing roadside vegetation, stabilization of shoulders, drainage improvements, pavement markings, and updating signing. Select pullouts and access road intersections will also be rehabilitated.

Option X consists of 7.00 miles of pavement preservation of Sheep Creek - Rays Valley Road (FR70051) from US-6 to the intersection with Unicorn Ridge - Indian Creek Road (FR70042) (start of Schedule A). Construction will generally include ditch reconditioning, patching, crack sealing, and chip sealing the existing pavement surface. Additional improvements include pavement markings and updating signing.

Option Y consists of road rehabilitation of West Side Strawberry Road (FR70131) from the intersection with Unicorn Ridge - Indian Creek Road (FR70042) (end of Schedule A) extending

3.75 miles towards the North. Construction will generally include ditch reconditioning, partial pulverizing and asphalt overlay, and chip seal. Additional improvements include pavement markings and updating signing.

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–

A-21, SF-1442, Solicitation, Offer & Award, Pages A-1 and A-2

If applicable, indication of interest in formal Partnering, Page A-2222

Bid Schedule including Buy American Act & Hazardous Materials, Pages A-7 through A-28 and A- 29.

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

A-ii

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

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

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.

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

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

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

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

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

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

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

4.1102. Register online at www.sam.gov.

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

A-iii

237310 in SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

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

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

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

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to an apparent low bid submitted by a large business when we also receive a bid from a certified HUBZone small business concern (SBC). The 10% factor does not apply to apparent low bids submitted by small businesses. 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 52.236-1, Performance of Work by the Contractor does not apply.

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must:

(i) At least 15 percent of the cost of contract performance to be incurred for personnel will be spent on the prime contractor’s employees;

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

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

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

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

http://osdbuweb.dot.gov.

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

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

A-iv

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON OCTOBER 29, 2019

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

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

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

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

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

II. POST AWARD INFORMATION

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

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 bid opening, 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) http://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net

A-v 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 http://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 2019) Business Size Goal (%)

SB 48.5%

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 http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF19B000021

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

10/02/19

PAGE OF

PAGES

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

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

HFLCEO190258PR

6. PROJECT NO.

UT FLAP 70131(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:

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

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

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

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

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

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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

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

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 11/05/19 (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 th e offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

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

Prescribed by GSA

FAR (48 CFR) 53-236-1(e)

X

X

X

X

X

A-2

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

OFFEROR (Must be fully completed by offeror)

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

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

DUNS NO.

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

AMOUNTS SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

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

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

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

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

RYAN PHILLIPS

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

BY

31C. AWARD

DATE

A-2

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

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

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

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

Item 12A: PERFORMANCE AND PAYMENT BONDS: See FAR Clause 52.228-15 Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-14.

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

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

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

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $15 and $20 million.

A-3

Bid Schedule Instructions

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

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

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

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

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

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

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

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

Pay Item 15401-0000, Contractor testing

Bidders must provide prices on alternative Contractor Testing pay items for EACH SCHEDULE.

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, Schedule A page A-14, Option X page A-17, and Option Y page A-20, therefore, included in the evaluation for award.

Bidders must also provide a stand alone 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 and Option Y. 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 150 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

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:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

A-6

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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0150 15215-1000 SURVEY AND STAKING, APPROACH ROAD

19 EACH $____________ $____________

A0200 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

66 EACH $____________ $____________

A0250 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

12.239 MILE $____________ $____________

A0300 15236-2000 SURVEY CONTROL, GRADE FINISHING

24.478 MILE $____________ $____________

A0350 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0400 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0450 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0500 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (CROOKED

CREEK)

ALL LPSM $___LPSM_____ $____________

A0550 15705-0100 SOIL EROSION CONTROL, SILT FENCE

4,640 LNFT $____________ $____________

A0600 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

13,100 LNFT $____________ $____________

A0650 15706-0200 SOIL EROSION CONTROL, CHECK DAM

286 EACH $____________ $____________

A0700 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

A-7

(Contractor-furnished Lab)

A0750 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

5 EACH $____________ $____________

A0800 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0850 20101-0000 CLEARING AND GRUBBING

92.0 ACRE $____________ $____________

A0900 20301-0700 REMOVAL OF DELINEATOR

85 EACH $____________ $____________

A0950 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A1000 20301-1900 REMOVAL OF PIPE CULVERT

56 EACH $____________ $____________

A1050 20301-2400 REMOVAL OF SIGN

6 EACH $____________ $____________

A1100 20302-0700 REMOVAL OF FENCE

900 LNFT $____________ $____________

A1150 20401-0000 ROADWAY EXCAVATION

100,000 CUYD $____________ $____________

A1200 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

A1250 20420-0000 EMBANKMENT CONSTRUCTION (REINFORCED SOIL SLOPE)

23,000 CUYD $____________ $____________

A1300 20720-0200 REINFORCEMENT GEOSYNTHETIC, TYPE 2

34,000 SQYD $____________ $____________

A1350 21101-1000 ROADWAY OBLITERATION, METHOD 1

2,400 SQYD $____________ $____________

A1400 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

410 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A-8

A1450 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

80 CUYD $____________ $____________

A1500 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

50 CUYD $____________ $____________

A1550 25120-0200 RIPRAP DITCH, METHOD A, CLASS 2

2,040 LNFT $____________ $____________

A1600 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

2,750 CUYD $____________ $____________

A1650 25210-0000 ROCKERY

8,460 SQFT $____________ $____________

A1750 30101-0000 AGGREGATE BASE

58,000 TON $____________ $____________

A1800 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

35,800 TON $____________ $____________

A1900 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

360 TON $____________ $____________

A2000 40601-0000 FOG SEAL

80 TON $____________ $____________

A2050 41102-1000 PRIME COAT, METHOD 1

189,000 SQYD $____________ $____________

A2100 41105-0000 BLOTTER

280 TON $____________ $____________

A2150 41201-0000 TACK COAT

85 TON $____________ $____________

A2200 60103-0000 CONCRETE, HEADWALL

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A-9

A2250 60103-0220 CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

1 EACH $____________ $____________

A2300 60201-0600 18-INCH PIPE CULVERT

160 LNFT $____________ $____________

A2350 60201-0800 24-INCH PIPE CULVERT (PLASTIC)

12 LNFT $____________ $____________

A2400 60201-0800 24-INCH PIPE CULVERT

3,200 LNFT $____________ $____________

A2450 60201-1000 36-INCH PIPE CULVERT

290 LNFT $____________ $____________

A2500 60201-1200 48-INCH PIPE CULVERT

90 LNFT $____________ $____________

A2550 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

6 EACH $____________ $____________

A2600 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

115 EACH $____________ $____________

A2650 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (PLASTIC)

13 EACH $____________ $____________

A2700 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

8 EACH $____________ $____________

A2750 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT

1 EACH $____________ $____________

A2800 60302-0000 STRUCTURAL PLATE PIPE-ARCH (8'-7" X 5'-11")

50 LNFT $____________ $____________

A2850 60302-0000 STRUCTURAL PLATE PIPE-ARCH (12'-10" X 8'-4")

75 LNFT $____________ $____________

A2900 60404-0000 CATCH BASIN

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A-10

A2950 60409-0000 INLET TOP, METAL FRAME AND GRATE

3 EACH $____________ $____________

A3000 60506-0000 STANDARD OR GEOCOMPOSITE UNDERDRAIN SYSTEM

730 LNFT $____________ $____________

A3050 60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH

50 EACH $____________ $____________

A3100 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH

4 EACH $____________ $____________

A3150 60704-0000 CLEANING CULVERT IN PLACE

9 EACH $____________ $____________

A3200 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

5,100 LNFT $____________ $____________

A3250 60907-1000 PAVED DITCH, ASPHALT

5,100 LNFT $____________ $____________

A3300 61901-0600 FENCE, BARBED WIRE

1,000 LNFT $____________ $____________

A3350 61902-2100 GATE, METAL, 30 FEET WIDTH

2 EACH $____________ $____________

A3400 61902-2300 GATE, BARBED WIRE

3 EACH $____________ $____________

A3450 61920-3000 REMOVE AND RESET CATTLE GUARD

1 EACH $____________ $____________

A3500 61921-1000 REMOVE AND RESET FENCE

285 LNFT $____________ $____________

A3550 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A3600 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A-11

A3650 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A3700 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

A3750 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A3800 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A3850 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A3900 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGIST)

25 HOUR $____________ $____________

A3950 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A4000 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A4050 62406-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

50.0 ACRE $____________ $____________

A4100 62510-2000 SEEDING, HYDRAULIC METHOD

50.0 ACRE $____________ $____________

A4150 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

45.0 ACRE $____________ $____________

A4200 62902-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

5.0 ACRE $____________ $____________

A4250 63301-0000 SIGN SYSTEM

33 EACH $____________ $____________

A4300 63308-3000 OBJECT MARKER, TYPE 3

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A-12

A4350 63309-0000 DELINEATOR

150 EACH $____________ $____________

A4400 63316-1000 REMOVE AND RESET SIGN

8 EACH $____________ $____________

A4450 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

70.0 MILE $____________ $____________

A4500 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

18.0 MILE $____________ $____________

A4550 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

50 EACH $____________ $____________

A4600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

50 EACH $____________ $____________

A4650 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

25 EACH $____________ $____________

A4700 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

250 LNFT $____________ $____________

A4750 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

250 LNFT $____________ $____________

A4800 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

420 SQFT $____________ $____________

A4850 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

12.0 MILE $____________ $____________

A4900 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

650 HOUR $____________ $____________

A4950 64704-1000 MITIGATION, STREAMBED MATERIAL

25 CUYD $____________ $____________

A5000 64704-1000 MITIGATION, STREAMBED MATERIAL (NATIVE)

60 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A-13

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

A-14

A0400 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

BID ALTERNATE ITEM - SEE PAGE A-7 ALL LPSM $___LPSM_____ $____________

X0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0150 15216-1000 SURVEY AND STAKING, ROADWAY CROSS-SECTIONS

7.000 MILE $____________ $____________

X0200 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0250 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0300 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0350 20301-2400 REMOVAL OF SIGN

37 EACH $____________ $____________

X0400 20402-0000 SUBEXCAVATION

300 CUYD $____________ $____________

X0450 30301-1000 DITCH RECONDITIONING

6.0 MILE $____________ $____________

X0500 40601-0000 FOG SEAL

45.0 TON $____________ $____________

X0550 40702-0300 CHIP SEAL, TYPE 1C

101,600 SQYD $____________ $____________

X0650 40711-0000 EMULSIFIED ASPHALT

175 TON $____________ $____________

X0700 41402-2000 CRACKS, CLEANING AND SEALING

7.0 MILE $____________ $____________

X0750 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

1,500 SQYD $____________ $____________

X0800 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

3,000 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

A-15

X0850 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

5 HOUR $____________ $____________

X0900 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

5 HOUR $____________ $____________

X0950 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

X1000 63301-0000 SIGN SYSTEM

29 EACH $____________ $____________

X1050 63308-3000 OBJECT MARKER, TYPE 3

24 EACH $____________ $____________

X1100 63309-0000 DELINEATOR

304 EACH $____________ $____________

X1150 63316-1000 REMOVE AND RESET SIGN

4 EACH $____________ $____________

X1200 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

55.0 MILE $____________ $____________

X1250 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

2.0 MILE $____________ $____________

X1300 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

100 EACH $____________ $____________

X1350 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

X1400 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

25 EACH $____________ $____________

X1450 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

107 SQFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:UT FLAP 70131(1)

A-16

X1500 63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

7.0 MILE $____________ $____________

X1550 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

350 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

A-17

X0250 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

BID ALTERNATE ITEM - SEE PAGE A-15 ALL LPSM $___LPSM_____ $____________

Y0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0150 15210-3000 CENTERLINE, VERIFICATION AND STAKING

2.000 MILE $____________ $____________

Y0200 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0250 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0300 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0350 20301-2400 REMOVAL OF SIGN

14 EACH $____________ $____________

Y0400 20402-0000 SUBEXCAVATION

800 CUYD $____________ $____________

Y0500 30101-0000 AGGREGATE BASE

260 TON $____________ $____________

Y0550 30301-2000 SHOULDER RECONDITIONING

1.0 MILE $____________ $____________

Y0600 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

28,900 SQYD $____________ $____________

Y0650 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

5,400 TON $____________ $____________

Y0750 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

540 TON $____________ $____________

Y0850 40601-0000 FOG SEAL

23.0 TON $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

A-18

Y0950 40702-0300 CHIP SEAL, TYPE 1C

26,100 SQYD $____________ $____________

Y1000 40711-0000 EMULSIFIED ASPHALT

45 TON $____________ $____________

Y1050 41102-1000 PRIME COAT, METHOD 1

28,839 SQYD $____________ $____________

Y1100 41105-0000 BLOTTER

50 TON $____________ $____________

Y1150 41201-0000 TACK COAT

12 TON $____________ $____________

Y1200 41402-2000 CRACKS, CLEANING AND SEALING

1.8 MILE $____________ $____________

Y1250 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

500 SQYD $____________ $____________

Y1300 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

5 HOUR $____________ $____________

Y1350 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

5 HOUR $____________ $____________

Y1400 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

Y1450 63301-0000 SIGN SYSTEM

70 EACH $____________ $____________

Y1500 63316-1000 REMOVE AND RESET SIGN

3 EACH $____________ $____________

Y1550 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

28.0 MILE $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:UT FLAP 70131(1)

A-19

Y1600 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

2.0 MILE $____________ $____________

Y1650 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

100 EACH $____________ $____________

Y1700 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

Y1750 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

25 EACH $____________ $____________

Y1800 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

107 SQFT $____________ $____________

Y1850 63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

4.0 MILE $____________ $____________

Y1900 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

650 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

A-20

Y0250 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

BID ALTERNATE ITEM - SEE PAGE A-18 ALL LPSM $___LPSM_____ $____________

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 14)

Schedule X - Option(Page A - 17)

Schedule Y - Option(Page A - 20)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:UT FLAP 70131(1)

A-21

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-22

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-23

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

certification with your offer/bid.Limited Liability Certificate

I, (name), certify that I am the

(title), of the limited liability company named as the Offeror/Principal herein;

that (name), who signed this offer and/or bid bond on behalf of (company name) is

(title) of this company;

that the offer was duly signed for and on behalf of said company by authority and scope of its governing body, and within the scope of its powers.

(signature) Affix Company Seal (as applicable)

(title)

A-24

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

Authority to Bind Partnership

This certifies that the names and signatures of all partners are listed below, and that the person signing the proposal has the authority to actually bind the partnership pursuant to its partnership agreement. Each of the partners individually has full authority to enter into and execute contractual instruments on behalf of said partnership, except as follows:

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

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

Officer.

(Include names and signatures of all partners)

A-25

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

Authority to Bind Joint Venture

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

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

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

Officer.

(Include names and signatures of all applicable individuals)

A-26

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

Sole Proprietorship Requirement

An Offeror/Principal that is a sole proprietorship must submit an offer/bid and a bond signed by the sole proprietor, or by one duly authorized to sign for the sole proprietor. If the signature is by someone other than the sole proprietor, a copy of the power of attorney authorizing the individual to sign must be provided with the offer/bid.

A-27

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

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

NOTE TO CONTRACTOR:

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

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

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

A-28

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…