s.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF18B000004

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: UT FTNP ZION 13(1)

PROJECT NAME: KOLOB CANYON ROAD

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

PROJECT UT FTNP ZION 13 (1)

LOCATION KOLOB CANYON

PARK

COUNTY WASHINGTON COUNTY

STATE UTAH

LENGTH SCHEDULE A: 5.3 MILES

OPTION V: 0 MILES

OPTION W:.09 MILES

OPTION X: 3.38 MILES

OPTION Y: 2.75 MILES

OPTION Z; .08 MILES

TYPE OF IMPROVEMENT ROAD REHABILITATION, ASPHALT

OVERLAY, AND DRAINAGE

IMPROVEMENTS

TABLE OF CONTENTS

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

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

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

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

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-19 Division 200 ................................................................................................................... E-30 Division 300 ................................................................................................................... E-39 Division 400 ................................................................................................................... E-40 Division 500 ................................................................................................................... E-72 Division 600 ................................................................................................................... E-75 Division 700 ................................................................................................................... E-91

APPENDICES

Appendix A ............................................................................................................. Fire Plan

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

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

A-i

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). Please submit the following with your bid:

Submit the following documents with your Bid Package–

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

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

• Bid Schedule including Buy American Act & Hazardous Materials.

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

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

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

I. PRE-BID INFORMATION

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/ . 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://www.fbo.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov

A-ii http://farsite.hill.af.mil/vffara.htm.

Notice of SAM Registration – you must register in the System for Award Management (SAM – replaced CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart 4.1103(c). 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 $36.5 million. If your average annual gross receipts for the past 3 years are above $36.5 million, you are a large business for this solicitation. If they are below $36.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications. The System for Award Management (SAM) is the Official U.S. Government system that consolidated the capabilities of CCR/FedReg, ORCA, and EPLS. Please include NAICS 237310 in SAM. Please include NAICS 237310 in your 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 2017 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2017 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. 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.

http://farsite.hill.af.mil/vffara.htm http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

A-iii

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

http://osdbuweb.dot.gov.

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

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

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON MARCH 29, 2018

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

A-iv 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 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 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 Goals (As of FY 2018) Business Size Goal (%)

SB 41.40%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF18B000004

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

03/06/2018

PAGE OF

PAGES

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

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

UT FTNP ZION 13(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:

Don Peters, 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 4/05/2018 (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 ninety (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

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)

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

BY

31C. AWARD

DATE

A-3

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 .

FOR PHYSICAL DATA: The following data is available electronically with this solicitation at:

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 $5 million and $10 million.

Final Geotechnical Design Report (January 2018)

Final Hydraulics Report (January 2018) mailto:CFLContracts@dot.gov http://www.fbo.gov/

A-4

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

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

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

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

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

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

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

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

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A and Option V, W, X. Y and 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 120 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.

B I D S C H E D U L E Schedule A Account: ALL

Project No: Utah UT FTNP ZION 13(1)

Name: Kolob Canyons Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15210-1000 Line A0040 5.330 MILE $ $

15214-2000 Line A0060 ALL LPSM $

15215-1000 Line A0080 2 EACH $ $

15215-3000 Line A0100 45 EACH $ $

15215-7000 Line A0120 4 EACH $ $

15216-2000 Line A0140 5.330 MILE $ $

15225-0000 Line A0160 0.500 MILE $ $

15301-0000 Line A0180 ALL LPSM $

15401-0000 Line A0200 ALL LPSM $

15501-0000 Line A0220 ALL LPSM $

15705-1400 Line A0240 32,500 LNFT $ $

15706-0200 Line A0260 340 EACH $ $

15706-1000 Line A0280 79 EACH $ $

15706-1600 Line A0300 1 EACH $ $

15802-0000 Line A0320 ALL LPSM $

20101-0000 Line A0340 1.0 ACRE $ $

20220-1000 Line A0360 5 EACH $ $

20301-1100 Line A0380 3 EACH $ $

MOBILIZATION

CENTERLINE, STAKING

SURVEY AND STAKING, RETAINING WALL

SURVEY AND STAKING, APPROACH ROAD

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

REMOVAL OF GATE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

SURVEY AND STAKING, GRADE FINISHING STAKES

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL, INDIVIDUAL TREE

Schedule Total: ________________________

Submitted by: _________________________

A-6

Project No: Utah UT FTNP ZION 13(1)

Name: Kolob Canyons Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-1400 Line A0400 16 EACH $ $

20301-1900 Line A0420 28 EACH $ $

20301-2000 Line A0440 27 EACH $ $

20301-2400 Line A0460 103 EACH $ $

20302-0300 Line A0480 2,800 LNFT $ $

20302-0400 Line A0500 12,200 LNFT $ $

20302-0600 Line A0520 60 LNFT $ $

20302-1200 Line A0540 1,200 LNFT $ $

20303-1600 Line A0560 18,050 SQYD $ $

20303-2300 Line A0580 15 SQYD $ $

20303-3000 Line A0600 350 SQYD $ $

20303-3200 Line A0620 500 SQYD $ $

20402-0000 Line A0640 3,500 CUYD $ $

20425-1000 Line A0660 70 LNFT $ $

20435-1000 Line A0680 3,500 CUYD $ $

21201-0000 Line A0700 5.330 MILE $ $

25101-0200 Line A0720 35 CUYD $ $

25101-0300 Line A0740 520 CUYD $ $

25125-0000 Line A0760 200 EACH $ $

REMOVAL OF SIDEWALK, CONCRETE

SUBEXCAVATION

DITCH, EXCAVATION

REMOVAL OF INLET

REMOVAL OF PIPE CULVERT

REMOVAL OF CURB, ASPHALT

REMOVAL OF CURB, STONE

REMOVAL OF GUARDRAIL

REMOVAL OF PAVEMENT, ASPHALT

REMOVAL OF PAVEMENT, CONCRETE

REMOVAL OF SIDEWALK, ASPHALT

REMOVAL OF PIPE END SECTION

REMOVAL OF SIGN

REMOVAL OF CURB AND GUTTER, CONCRETE

PLACED RIPRAP, METHOD A, CLASS 3

BOULDER

BACKFILL, SELECT GRANULAR

LINEAR GRADING

PLACED RIPRAP, METHOD A, CLASS 2

A-7

Project No: Utah UT FTNP ZION 13(1)

Name: Kolob Canyons Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25305-1000 Line A0780 150 SQYD $ $

25501-1000 Line A0800 3,100 SQFT $ $

26101-0000 Line A0820 4,500 SQFT $ $

30202-2000 Line A0840 5,000 TON $ $

30402-1700 Line A0860 91,100 SQYD $ $

30402-1900 Line A0880 16,300 SQYD $ $

40101-5600 Line A0900 18,800 TON $ $

40105-3000 Line A0920 200 TON $ $

40601-0000 Line A0940 50 TON $ $

41101-1000 Line A0960 140 TON $ $

41201-0000 Line A0980 50 TON $ $

50101-0600 Line A1000 920 SQYD $ $

60101-0000 Line A1020 30 CUYD $ $

60103-0180 Line A1040 4 EACH $ $

60201-0400 Line A1060 120 LNFT $ $

60201-0600 Line A1080 40 LNFT $ $

60201-0800 Line A1100 650 LNFT $ $

60201-1000 Line A1120 1,450 LNFT $ $

60201-1200 Line A1140 150 LNFT $ $

REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

REINFORCED SOIL SLOPE

ROADWAY AGGREGATE, METHOD 2

TACK COAT

MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

CONCRETE(CONCRETE HEADWALL PIPE RUNDOWN)

CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

12-INCH PIPE CULVERT

18-INCH PIPE CULVERT

FULL DEPTH RECLAMATION, METHOD 1, 10-INCH DEPTH

FULL DEPTH RECLAMATION, METHOD 1, 12-INCH DEPTH

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL

PRIME COAT, METHOD 1

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

A-8

Project No: Utah UT FTNP ZION 13(1)

Name: Kolob Canyons Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60210-0400 Line A1160 6 EACH $ $

60210-0600 Line A1180 1 EACH $ $

60210-0800 Line A1200 25 EACH $ $

60210-1000 Line A1220 26 EACH $ $

60210-1200 Line A1240 4 EACH $ $

60212-0800 Line A1260 2 EACH $ $

60403-0000 Line A1280 2 EACH $ $

60404-1000 Line A1300 33 EACH $ $

60408-0000 Line A1320 6 EACH $ $

60409-0100 Line A1340 14 EACH $ $

60409-0200 Line A1360 19 EACH $ $

60501-0000 Line A1380 3,450 LNFT $ $

60901-0000 Line A1400 950 LNFT $ $

60901-1700 Line A1420 33,500 LNFT $ $

60908-1000 Line A1440 900 SQYD $ $

60915-1000 Line A1460 19 EACH $ $

61501-0200 Line A1480 1,100 SQYD $ $

61504-1000 Line A1500 150 SQYD $ $

61701-1950 Line A1520 825 LNFT $ $

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 48-INCH PIPE CULVERT

ELBOW, 24-INCH

INLET

CATCH BASIN, FLH TYPE 1

JUNCTION BOX

END SECTION FOR 12-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

WHEELSTOP, CONCRETE

SIDEWALK, COLORED CONCRETE

ACCESSIBILITY RAMP, CONCRETE(COLORED)

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

INLET TOP, METAL FRAME AND GRATE, FLH TYPE A

INLET TOP, METAL FRAME AND GRATE, FLH TYPE B

STANDARD UNDERDRAIN SYSTEM

CURB, CONCRETE(COLORED, DRAINAGE)

CURB, CONCRETE, 18-INCH DEPTH(COLORED)

PAVED DITCH, ASPHALT

A-9

Project No: Utah UT FTNP ZION 13(1)

Name: Kolob Canyons Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61702-1200 Line A1540 6 EACH $ $

61901-2400 Line A1560 130 LNFT $ $

61902-0000 Line A1580 3 EACH $ $

62201-0200 Line A1600 120 HOUR $ $

62201-2050 Line A1620 120 HOUR $ $

62201-2850 Line A1640 120 HOUR $ $

62201-3300 Line A1660 120 HOUR $ $

62301-0000 Line A1680 80 HOUR $ $

62302-0100 Line A1700 80 HOUR $ $

62302-1000 Line A1720 100 HOUR $ $

62302-1100 Line A1740 100 HOUR $ $

63301-0000 Line A1760 51 EACH $ $

63309-0100 Line A1780 226 EACH $ $

63316-1000 Line A1800 15 EACH $ $

63401-0300 Line A1820 126,400 LNFT $ $

63405-0050 Line A1840 41 EACH $ $

63502-0600 Line A1860 2 EACH $ $

63502-2000 Line A1880 1 EACH $ $

63504-1000 Line A1900 85 SQFT $ $

TERMINAL SECTION, TYPE LST(G4-W LOW SPEED)

FENCE, SPLIT RAIL, 2 RAIL

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SIGN SYSTEM

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

GATE

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

ROLLER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

A-10

Project No: Utah UT FTNP ZION 13(1)

Name: Kolob Canyons Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63506-0500 Line A1920 360 HOUR $ $

63602-6020 Line A1940 2 EACH $ $

63610-1600 Line A1960 2,300 LNFT $ $

64620-0600 Line A1980 4 EACH $ $

SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

CONDUIT, 2-INCH, PVC

REMOVE AND RESET TRASH RECEPTACLE

TEMPORARY TRAFFIC CONTROL, FLAGGER

A-11

Total Schedule A $___________________

Option V Account: ALL

Project No: Utah UT FTNP ZION 13(1)

Name: Kolob Canyons Comfort Stations CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line V0020 ALL LPSM $

15201-0000 Line V0040 ALL LPSM $

15301-0000 Line V0060 ALL LPSM $

20301-2100 Line V0080 1 EACH $ $

61501-0200 Line V0100 100 SQYD $ $

62302-1000 Line V0120 10 HOUR $ $

62302-1100 Line V0140 10 HOUR $ $

64601-1000 Line V0160 2 EACH $ $

64601-1000 Line V0180 1 EACH $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

REMOVAL OF RESTROOM FACILITY

SIDEWALK, COLORED CONCRETE(COLORED)

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

BUILDING, RESTROOM FACILITY(DOUBLE)

BUILDING, RESTROOM FACILITY(TRIPLE)

Schedule Total: ________________________

Submitted by: _________________________

A-12

Total Option V $___________________

Option W Account: ALL

Project No: Utah UT FTNP ZION 13(1)

Name: Zion Lodge Entrance Intersection CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line W0020 ALL LPSM $

15201-0000 Line W0040 ALL LPSM $

15301-0000 Line W0060 ALL LPSM $

15401-0000 Line W0080 ALL LPSM $

15501-0000 Line W0100 ALL LPSM $

15802-0000 Line W0120 ALL LPSM $

20301-1100 Line W0140 2 EACH $ $

20301-2400 Line W0160 1 EACH $ $

20303-1600 Line W0180 1,950 SQYD $ $

25126-0000 Line W0200 12 EACH $ $

30202-2000 Line W0220 650 TON $ $

50101-0900 Line W0240 2,180 SQYD $ $

61902-0000 Line W0260 2 EACH $ $

62201-0200 Line W0280 10 HOUR $ $

62201-2850 Line W0300 10 HOUR $ $

62201-3300 Line W0320 10 HOUR $ $

62301-0000 Line W0340 20 HOUR $ $

62302-1000 Line W0360 10 HOUR $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

WATERING FOR DUST CONTROL

GATE

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

REMOVAL OF GATE

REMOVAL OF SIGN

REMOVAL OF PAVEMENT, ASPHALT

REMOVE AND RESET BOULDER

ROADWAY AGGREGATE, METHOD 2

MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH DEPTH

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

Schedule Total: ________________________

A-13

Option W Account: ALL

Project No: Utah UT FTNP ZION 13(1)

Name: Zion Lodge Entrance Intersection CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62302-1100 Line W0380 10 HOUR $ $

63301-0000 Line W0400 1 EACH $ $

63401-0300 Line W0420 900 LNFT $ $

63501-2000 Line W0440 ALL LPSM $

63502-1050 Line W0460 40 EACH $ $

63504-1000 Line W0480 100 SQFT $ $

63506-0500 Line W0500 900 HOUR $ $

65001-1000 Line W0520 ALL LPSM $

SPECIAL LABOR, HIRED SURVEY SERVICES

SIGN SYSTEM

PAVEMENT MARKINGS, TYPE B, SOLID

TEMPORARY TRAFFIC CONTROL, FLAGGER

CONSTRUCT AND MAINTAIN DIVERSION

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

A-14

Total Option W $___________________

Option X Account: ALL

Project No: Utah UT FTNP ZION 13(1)

Name: Zion Scenic Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line X0020 100% LPSM $ $

15210-3000

Line X0040 3.380 MILE $ $

15215-3000

Line X0060 1 EACH $ $

15215-7000

Line X0080 1 EACH $ $

15301-0000

Line X0100 100% LPSM $ $

15401-0000

Line X0120 100% LPSM $ $

15501-0000

Line X0140 100% LPSM $ $

15802-0000

Line X0160 100% LPSM $ $

20301-2400

Line X0180 12 EACH $ $

20302-0600

Line X0200 15 LNFT $ $

20303-1600

Line X0220 90 SQYD $ $

20402-0000

Line X0240 180 CUYD $ $

20435-1000

Line X0260 50 CUYD $ $

30202-2000

Line X0280 650 TON $ $

40101-0700

Line X0300 6,100 TON $ $

40105-3000

Line X0320 65 TON $ $

40601-0000

Line X0340 25 TON $ $

Schedule Total: ________________________

Submitted by: _________________________

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

BACKFILL, SELECT GRANULAR

ROADWAY AGGREGATE, METHOD 2

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 3 TO <30 MILLION ESAL(SMA MIX)

CONSTRUCTION SCHEDULE

WATERING FOR DUST CONTROL

REMOVAL OF SIGN

REMOVAL OF CURB, STONE

REMOVAL OF PAVEMENT, ASPHALT

SUBEXCAVATION

A-15

Project No: Utah UT FTNP ZION 13(1)

Name: Zion Scenic Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

41201-0000

Line X0360 25 TON $ $

41301-0600

Line X0380 53,700 SQYD $ $

50101-0600

Line X0400 130 SQYD $ $

60915-1000

Line X0420 4 EACH $ $

61501-0200

Line X0440 60 SQYD $ $

61509-0000

Line X0460 8 SQYD $ $

62201-0200

Line X0480 10 HOUR $ $

62201-2850

Line X0500 10 HOUR $ $

62201-3300

Line X0520 10 HOUR $ $

62301-0000

Line X0540 40 HOUR $ $

62302-1000

Line X0560 10 HOUR $ $

62302-1100

Line X0580 10 HOUR $ $

63301-0000

Line X0600 2 EACH $ $

63401-0300

Line X0620 79,500 LNFT $ $

63405-0050

Line X0640 2 EACH $ $

63501-2000

Line X0660 100% LPSM $ $

63503-0700

Line X0680 36,000 LNFT $ $

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SIGN SYSTEM

SIDEWALK, COLORED CONCRETE

DETECTABLE WARNING PANELS

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

TACK COAT

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

WHEELSTOP, CONCRETE

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

A-16

Project No: Utah UT FTNP ZION 13(1)

Name: Zion Scenic Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63504-1000

Line X0700 130 SQFT $ $

63506-0500

Line X0720 600 HOUR $ $

63506-0700

Line X0740 120 HOUR $ $

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

A-17

Total Option X $___________________

Option Y Account: ALL

Project No: Utah UT FTNP ZION 13(1)

Name: Zion Scenic Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Y0020 ALL LPSM $

15210-3000 Line Y0040 2.750 MILE $ $

15301-0000 Line Y0060 ALL LPSM $

15401-0000 Line Y0080 ALL LPSM $

15501-0000 Line Y0100 ALL LPSM $

30202-2000 Line Y0120 500 TON $ $

40101-0700 Line Y0140 4,800 TON $ $

40105-3000 Line Y0160 55 TON $ $

40601-0000 Line Y0180 20 TON $ $

41201-0000 Line Y0200 20 TON $ $

41301-0600 Line Y0220 43,000 SQYD $ $

62201-0200 Line Y0240 10 HOUR $ $

62201-2850 Line Y0260 10 HOUR $ $

62201-3300 Line Y0280 10 HOUR $ $

62301-0000 Line Y0300 40 HOUR $ $

62302-1000 Line Y0320 10 HOUR $ $

62302-1100 Line Y0340 10 HOUR $ $

63401-0300 Line Y0360 60,700 LNFT $ $

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

ROADWAY AGGREGATE, METHOD 2

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 3 TO <30 MILLION ESAL(SMA MIX)

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL

TACK COAT

ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PAVEMENT MARKINGS, TYPE B, SOLID

Schedule Total: ________________________

A-18

Option Y Account: ALL

Project No: Utah UT FTNP ZION 13(1)

Name: Zion Scenic Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63501-2000 Line Y0380 ALL LPSM $

63503-0700 Line Y0400 29,200 LNFT $ $

63504-1000 Line Y0420 130 SQFT $ $

63506-0500 Line Y0440 480 HOUR $ $

63506-0600 Line Y0460 240 HOUR $ $

63506-0700 Line Y0480 100 HOUR $ $

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

A-19

Total Option Y $___________________

Option Z Account: ALL

Project No: Utah UT FTNP ZION 13(1)

Name: Zion Lodge Parking CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Z0020 ALL LPSM $

15201-0000 Line Z0040 ALL LPSM $

15301-0000 Line Z0060 ALL LPSM $

15401-0000 Line Z0080 ALL LPSM $

40105-3000 Line Z0100 5 TON $ $

40301-0000 Line Z0120 420 TON $ $

40601-0000 Line Z0140 3 TON $ $

41201-0000 Line Z0160 2 TON $ $

41301-0600 Line Z0180 3,700 SQYD $ $

62301-0000 Line Z0200 10 HOUR $ $

62302-1000 Line Z0220 10 HOUR $ $

62302-1100 Line Z0240 10 HOUR $ $

63401-0300 Line Z0260 2,200 LNFT $ $

63405-0050 Line Z0280 2 EACH $ $

63504-1000 Line Z0300 60 SQFT $ $

63506-0500 Line Z0320 40 HOUR $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

ANTISTRIP ADDITIVE, TYPE 3

ASPHALT CONCRETE PAVEMENT

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

FOG SEAL

TACK COAT

ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

TEMPORARY TRAFFIC CONTROL, FLAGGER

Schedule Total: ________________________

Submitted by: _________________________

A-20

Total Option V $___________________

A-21

. Total Schedule A $___________________

Total Option V $___________________

Total Option W $___________________

Total Option X $___________________

Total Option Y $___________________

Total Option Z $___________________

Total Schedule A, Options V, W, X, Y, Z $___________________

Project No: Utah UT FTNP ZION 13(1) Submitted by: _________________________

A-22

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-23

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.

B-1

BID BOND

(See instructions on reverse) DATE BOND EXECUTED (Must not be later than bid opening date) OMB NO. 9000-0045

Expiration Date: 7/31/19

Public reporting burden for this collection of information is estimated to average 25 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat (MVR), Federal Acquisition Policy Division, GSA, Washington, D.C. 20405.

PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION (AX@ one)

INDIVIDUAL PARTNERSHIP

JOINT VENTURE CORPORATION

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT OF

BID PRICE AMOUNT NOT TO EXCEED

BID DATE INVITATION NO.

6982AF18B000004

20 PERCENT MILLION(S) THOUSAND(S) HUNDRED(S) CENTS FOR (Construction, Supplies or Services) CONSTRUCTION

OBLIGATION:

We, the Principal and Surety(ies) are firmly bound to the United States of America (hereinafter called the Government) in the above penal sum. For payment of the penal sum, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. However, where the Sureties are corporations acting as co-sureties, we, the Sureties, bind ourselves in such sum “jointly and severally” as well as “severally” only for the purpose of allowing a joint action or actions against any or all of

us. For all other purposes, each Surety binds itself, jointly and severally with the Principal, for the payment of the sum shown opposite the name of the Surety. If no limit of liability is indicated, the limit of liability is the full amount of the penal sum.

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

The above obligation is void if the Principal - (a) upon acceptance by the Government of the bid identified above, within the period specified therein for acceptance (sixty

(60) days if no period is specified), executes the further contractual documents and gives the bond(s) required by the terms of the bid as accepted within the time specified (ten (10) days if no period is specified) after receipt of the forms by the principal; or (b) in the event of failure to execute such further contractual documents and give such bonds, pays the Government for any cost of procuring the work which exceeds the amount of the bid.

Each Surety executing this instrument agrees that its obligation is not impaired by any extension(s) of time for acceptance of the bid that the Principal may grant to the Government. Notice to the surety(ies) of extension(s) are waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the period originally allowed for acceptance of the bid.

WITNESS:

The Principal and Surety(ies) executed this bid bond and affixed their seals on the above date.

PRINCIPAL

SIGNATURE(S)

1.

(Seal)

2.

(Seal)

3.

(Seal) Corporate

Seal NAMES(S) &

TITLE(S)

(Typed)

1. 2. 3.

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

1.

(Seal)

2.

(Seal)

NAME(S)

(Typed) 1. 2.

CORPORATE SURETY(IES)

NAME &

ADDRESS

STATE OF INCOPORATION LIABILITY LIMIT($)

SURETY A

SIGNATURE(S)

1. 2.

Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 24 (Rev. 8/2016) Previous edition is usable Prescribed by GSA - FAR (48 CFR) 53.228(a)

B-2 CORPORATE SURETY(IES) (Continued)

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY B SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY C SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY D SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY E SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY F SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT ($)

SURETY G SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

INSTRUCTIONS

1. This form is authorized for use when a bid guaranty is required. Any deviation from this form will require the written approval of the Administrator of General Services.

2. Insert the full legal name and business address of the Principal in the space designated “Principal” on the face of the form. An authorized person shall sign the bond. Any person signing in a representative capacity (e.g., an attorney-in-fact) must furnish evidence of authority if that representative is not a member of the firm, partnership, or joint venture, or an officer of the corporation involved.

3. The bond may express penal sum as a percentage of the bid price. In these cases, the bond may state a maximum dollar limitation (e.g., 20% of the bid price but the amount not to exceed 3,000,000.00 dollars).

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury=s list of approved sureties and must act within the limitation listed therein. Where more than one corporate surety is involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed “CORPORATE SURETY(IES).” In the space designated “SURETY(IES)” on the face of the form, insert only the letter identification of the sureties.

(b) Where individual sureties are involved, a…