DTFH6816B00020.pdf

INVITATION FOR BID

SOLICITATION NUMBER:

PROJECT NUMBER:

PROJECT NAME:

DTFH6816B00020

NV BLM 10(1)

RED ROCK CANYON SCENIC LOOP DRIVE

AND PARKING AREAS

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 NV BLM 10(1)

LOCATION RED ROCK CANYON NATIONAL

CONSERVATION AREA

COUNTY CLARK

STATE NEVADA

LENGTH SCHEDULE A: 12.71 MILES

SCHEDULE B: 12.95 MILES

OPTION X: 2.42 MILES

TYPE OF IMPROVEMENT ROAD RECONSTRUCTION, PARKING

RECONSTRUCTION

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

Davis Bacon Wage Determination.................................................................................. D-1

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-20 Division 200 ................................................................................................................... E-33 Division 300 ................................................................................................................... E-39 Division 400 ................................................................................................................... E-41 Division 500 ................................................................................................................... E-44 Division 600 ................................................................................................................... E-48 Division 700 ................................................................................................................... E-57

APPENDICES

Appendix A ...............................................................................................Permits (401/404)

Appendix B .............................................................................. Sample 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

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

• Bid Schedule including Buy American Act & Hazardous Materials, Pages A-6 through A-22

• 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; Reps and Certs, Page B-8 and Certification Regarding Responsibility Matters (FAR 52.209-5), Pages B-12 and B-15.

• 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 US Customary Units (FP-14).

The FP-14 was utilized for the design of this project. Hard copies of the FP-14 will not be provided to bidders. The FP-14 is available electronically at http://flh.fhwa.dot.gov/resources/pse/standard/ or may be purchased by contacting Bob Rosenblatt at ARC Western, telephone number 303-785- 2520 or email bob.rosenblatt@e-arc.com. Hard copies of the FP-14 will not be provided to the awarded Prime Contractor.

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 https://www.acquisition.gov/far/.

http://www.fbo.gov/ http://flh.fhwa.dot.gov/resources/pse/standard/ mailto:bob.rosenblatt@e-arc.com https://www.acquisition.gov/far/

A-ii

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 2015 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2015 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.

§126.700 of the Code of Federal Regulations (Title 13, Part 126, Subpart G), stated below, will replace the performance of work requirements stated in the above mentioned FAR clause.

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must spend at least 50% of the cost of the contract incurred for personnel on its own employees or employees of other qualified HUBZone SBCs. This requirement may be met by expending at least 50% of the cost of the contract incurred for personnel on its employees or it may subcontract at least 35% of the cost of the contract performance incurred for personnel to one or more qualified HUBZone SBCs. A qualified HUBZone SBC prime contractor may not, however, subcontract more than 50% of the cost of the contract incurred for personnel to non-qualified HUBZone SBCs.

http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

A-iii

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).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL

NOT BE ACCEPTED AFTER 4 P.M. ON AUGUST 8, 2016.

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.

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. See Apendix B for Sample Subcontracting Plan. 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

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

http://www.cflhd.gov/contracting/construction/ReferenceLinks.cfm http://web.sba.gov/subnet/ http://www.ccr.gov/

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6816B00020

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

07/15/2016

PAGE OF

PAGES

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

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

CFL16HFPM231

6. PROJECT NO.

NV BLM 10(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:

Agnes Rysz, 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, DAVIS BACON MINIMUM WAGE 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 08/16/16 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

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 ITEM 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 or by fax to 720-963-3360.

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

• Geotechnical Report

• Hydraulics Report

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 $7 and $14 million.

mailto:CFLContracts@dot.gov http://www.fbo.gov/

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of two schedules and one option.

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, page A-6, A-11 and A-16, 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 (pages A-10, A-15, and A-19) 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-5

Evaluation Factors for Award

To be eligible for award of contract, the offeror shall submit prices for each item necessary to complete all contract work in Schedule A and Schedule B and Option X.

The Government will evaluate the total of Schedule B + Option X first. If funds are not available for Schedule B + Option X at the time of award, the Government will evaluate Schedule B. If funds are not available for Schedule B at the time of award, the Government will evaluate Schedule A.

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

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.

If the determination is made to exercise Option X, the Contracting Officer will provide the contractor with written notice no later than 180 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity-Separately Priced Line Item (Mar 1989).

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

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15210-3000

Line A0040 12.460 MILE $ $

15214-2000

Line A0060 ALL LPSM $

15215-3000

Line A0080 7 EACH $ $

15215-7000

Line A0100 1 EACH $ $

15216-2000

Line A0120 0.560 MILE $ $

15301-0000

Line A0140 ALL LPSM $

15401-0000

Line A0160 ALL LPSM $

15501-0000

Line A0180 ALL LPSM $

15705-1400

Line A0200 2,450 LNFT $ $

15706-0200

Line A0220 5 EACH $ $

15706-1000

Line A0240 20 EACH $ $

15706-1600

Line A0260 5 EACH $ $

20101-0000

Line A0280 3.2 ACRE $ $

20301-0700

Line A0300 352 EACH $ $

20301-1900

Line A0320 4 EACH $ $

20301-2400

Line A0340 163 EACH $ $

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, RETAINING WALL

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SURVEY AND STAKING, GRADE FINISHING STAKES

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

CLEARING AND GRUBBING

REMOVAL OF DELINEATOR

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

Schedule Total: ________________________

Submitted by: _________________________

A-6

(CONTRACTOR-FURNISHED LAB)

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-3400

Line A0360 20 EACH $ $

20302-0500

Line A0380 1,700 LNFT $ $

20302-0700

Line A0400 160 LNFT $ $

20303-1400

Line A0420 15 SQYD $ $

20303-3200

Line A0440 270 SQYD $ $

20420-0000

Line A0460 8,500 CUYD $ $

25101-2200

Line A0480 200 CUYD $ $

25101-2300

Line A0500 1,050 CUYD $ $

25120-2200

Line A0520 50 LNFT $ $

25125-0000

Line A0540 600 EACH $ $

25801-0300

Line A0560 647 SQFT (CQ) $ $

25801-0400

Line A0580 415 SQFT (CQ) $ $

25801-0500

Line A0600 1,870 SQFT (CQ) $ $

25801-0600

Line A0620 968 SQFT (CQ) $ $

30402-1000

Line A0640 190,700 SQYD $ $

30803-0000

Line A0660 1,500 TON $ $

40201-2600

Line A0680 33,198 TON $ $

REINFORCED CONCRETE RETAINING WALL, 14 FEET

FULL DEPTH RECLAMATION, METHOD 1

RECYCLED AGGREGATE BASE

REMOVAL OF CURB, CONCRETE

REMOVAL OF FENCE

REMOVAL OF PAVED WATERWAY, CONCRETE

PLACED RIPRAP, METHOD B, CLASS 3

RIPRAP DITCH, METHOD B, CLASS 2

BOULDER

REINFORCED CONCRETE RETAINING WALL, 8 FEET

REINFORCED CONCRETE RETAINING WALL, 10 FEET

REINFORCED CONCRETE RETAINING WALL, 12 FEET

REMOVAL OF SIDEWALK, CONCRETE

EMBANKMENT CONSTRUCTION

PLACED RIPRAP, METHOD B, CLASS 2

REMOVAL OF WHEELSTOP

ASPHALT CONCRETE PAVEMENT, HVEEM MIX, CLASS B

A-7

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

40205-3000

Line A0700 500 TON $ $

40702-0100

Line A0720 70 SQYD $ $

41102-1000

Line A0740 198,000 SQYD $ $

41105-0000

Line A0760 1,500 TON $ $

41201-0000

Line A0780 90 TON $ $

56302-1000

Line A0800 4,900 SQFT $ $

60201-0600

Line A0820 200 LNFT $ $

60201-0900

Line A0840 50 LNFT $ $

60210-0600

Line A0860 1 EACH $ $

60210-0900

Line A0880 2 EACH $ $

60403-1200

Line A0900 1 EACH $ $

60403-1900

Line A0920 3 EACH $ $

60601-0000

Line A0940 5 EACH $ $

60901-0000

Line A0960 3,550 LNFT $ $

60901-2100

Line A0980 19,500 LNFT $ $

60915-1000

Line A1000 78 EACH $ $

61501-0100

Line A1020 800 SQYD $ $

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

PAINTING, CONCRETE STRUCTURE

18-INCH PIPE CULVERT

30-INCH PIPE CULVERT

ANTISTRIP ADDITIVE, TYPE 3

CHIP SEAL, TYPE 1A

CURB, ASPHALT, 4-INCH DEPTH

WHEELSTOP, CONCRETE

SIDEWALK, CONCRETE

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

INLET, FLH TYPE 5A

INLET, FLH TYPE 6B

SPILLWAY ASSEMBLY

CURB, CONCRETE

A-8

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61901-2400

Line A1040 200 LNFT $ $

61901-3300

Line A1060 3,200 LNFT $ $

62201-0200

Line A1080 80 HOUR $ $

62201-0900

Line A1100 80 HOUR $ $

62201-2850

Line A1120 80 HOUR $ $

62201-3000

Line A1140 80 HOUR $ $

62301-0000

Line A1160 160 HOUR $ $

62302-1000

Line A1180 160 HOUR $ $

62302-1100

Line A1200 80 HOUR $ $

62405-0200

Line A1220 4,900 SQYD $ $

62510-1000

Line A1240 1.0 ACRE $ $

62515-1000

Line A1260 1.0 ACRE $ $

63301-1000

Line A1280 13 EACH $ $

63302-0000

Line A1300 776 SQFT $ $

63308-0000

Line A1320 113 EACH $ $

63309-0100

Line A1340 861 EACH $ $

63401-0700

Line A1360 17,633 LNFT $ $

FENCE, SPLIT RAIL, 2 RAIL

FENCE, TORTOISE BARRIER

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

SEEDING, DRY METHOD

MULCHING, DRY METHOD

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

SIGN SYSTEM

OBJECT MARKER

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

DELINEATOR, TYPE 1

PAVEMENT MARKINGS, TYPE D, SOLID

A-9

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63405-1300

Line A1380 4 EACH $ $

63405-1350

Line A1400 10 EACH $ $

63405-1400

Line A1420 1 EACH $ $

63405-1450

Line A1440 2 EACH $ $

63405-1650

Line A1460 6 EACH $ $

63501-0000

Line A1480 ALL LPSM $

64601-1000

Line A1500 1 EACH $ $

64604-3000

Line A1520 372 LNFT (CQ) $ $

64605-0000

Line A1540 ALL LPSM $

PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

BUILDING, RESTROOM FACILITY

FIXTURE, PEDESTRIAN RAILING

FIXTURE

PAVEMENT MARKINGS, TYPE D, TURN ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT/TURN ARROW COMBINATION

PAVEMENT MARKINGS, TYPE D, "ONLY" WORD MESSAGE

A-10

Schedule Total:_________________________________

Schedule A Alternate Bid Item 15401-0000, Contractor Testing (Government-furnished lab trailer)* $_________________ *See Page A-4 of this Solicitation for an explanation of how to bid this item.

Schedule B Account: ALL

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line B0020 ALL LPSM $

15201-0000

Line B0040 ALL LPSM $

15210-3000

Line B0060 12.460 MILE $ $

15214-2000

Line B0080 ALL LPSM $

15215-3000

Line B0100 12 EACH $ $

15215-7000

Line B0120 12 EACH $ $

15216-2000

Line B0140 0.560 MILE $ $

15301-0000

Line B0160 ALL LPSM $

15401-0000

Line B0180 ALL LPSM $

15501-0000

Line B0200 ALL LPSM $

15705-1400

Line B0220 3,760 LNFT $ $

15706-0200

Line B0240 10 EACH $ $

15706-1000

Line B0260 25 EACH $ $

15706-1600

Line B0280 5 EACH $ $

20101-0000

Line B0300 10.8 ACRE $ $

20301-0700

Line B0320 352 EACH $ $

20301-1900

Line B0340 4 EACH $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, RETAINING WALL

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

CLEARING AND GRUBBING

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, CHECK DAM

REMOVAL OF DELINEATOR

REMOVAL OF PIPE CULVERT

Schedule Total: ________________________

Submitted by: _________________________

(CONTRACTOR-FURNISHED LAB)

A-11

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-2100

Line B0360 5 EACH $ $

20301-2400

Line B0380 245 EACH $ $

20301-3400

Line B0400 114 EACH $ $

20302-0500

Line B0420 2,380 LNFT $ $

20302-0700

Line B0440 1,080 LNFT $ $

20303-1400

Line B0460 15 SQYD $ $

20303-3200

Line B0480 315 SQYD $ $

20420-0000

Line B0500 15,500 CUYD $ $

21101-2000

Line B0520 900 SQYD $ $

25101-2200

Line B0540 200 CUYD $ $

25101-2300

Line B0560 1,050 CUYD $ $

25120-2200

Line B0580 150 LNFT $ $

25125-0000

Line B0600 600 EACH $ $

25801-0300

Line B0620 1,883 SQFT (CQ) $ $

25801-0400

Line B0640 1,467 SQFT (CQ) $ $

25801-0500

Line B0660 1,870 SQFT (CQ) $ $

25801-0600

Line B0680 968 SQFT (CQ) $ $

REINFORCED CONCRETE RETAINING WALL, 8 FEET

REINFORCED CONCRETE RETAINING WALL, 10 FEET

REINFORCED CONCRETE RETAINING WALL, 12 FEET

REMOVAL OF SIGN

REMOVAL OF WHEELSTOP

REMOVAL OF CURB, CONCRETE

EMBANKMENT CONSTRUCTION

ROADWAY OBLITERATION, METHOD 2

PLACED RIPRAP, METHOD B, CLASS 2

PLACED RIPRAP, METHOD B, CLASS 3

RIPRAP DITCH, METHOD B, CLASS 2

BOULDER

REMOVAL OF FENCE

REMOVAL OF PAVED WATERWAY, CONCRETE

REMOVAL OF SIDEWALK, CONCRETE

REMOVAL OF RESTROOM FACILITY

REINFORCED CONCRETE RETAINING WALL, 14 FEET

A-12

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30402-1000

Line B0700 211,000 SQYD $ $

30803-0000

Line B0720 5,500 TON $ $

40201-2600

Line B0740 39,000 TON $ $

40205-3000

Line B0760 500 TON $ $

40702-0100

Line B0780 60 SQYD $ $

41102-1000

Line B0800 235,000 SQYD $ $

41105-0000

Line B0820 1,720 TON $ $

41201-0000

Line B0840 100 TON $ $

56302-1000

Line B0860 7,800 SQFT $ $

60201-0600

Line B0880 520 LNFT $ $

60201-0900

Line B0900 50 LNFT $ $

60210-0600

Line B0920 5 EACH $ $

60210-0900

Line B0940 2 EACH $ $

60403-1200

Line B0960 9 EACH $ $

60403-1900

Line B0980 3 EACH $ $

60601-0000

Line B1000 6 EACH $ $

60901-0000

Line B1020 12,700 LNFT $ $

ASPHALT CONCRETE PAVEMENT, HVEEM MIX, CLASS B

ANTISTRIP ADDITIVE, TYPE 3

CHIP SEAL, TYPE 1A

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

FULL DEPTH RECLAMATION, METHOD 1

RECYCLED AGGREGATE BASE

INLET, FLH TYPE 6B

SPILLWAY ASSEMBLY

CURB, CONCRETE

PAINTING, CONCRETE STRUCTURE

18-INCH PIPE CULVERT

30-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

INLET, FLH TYPE 5A

A-13

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60901-2100

Line B1040 19,500 LNFT $ $

60915-1000

Line B1060 371 EACH $ $

61501-0100

Line B1080 2,700 SQYD $ $

61901-2400

Line B1100 950 LNFT $ $

61901-3300

Line B1120 6,500 LNFT $ $

62201-0200

Line B1140 80 HOUR $ $

62201-0900

Line B1160 80 HOUR $ $

62201-2850

Line B1180 80 HOUR $ $

62201-3000

Line B1200 80 HOUR $ $

62301-0000

Line B1220 160 HOUR $ $

62302-1000

Line B1240 160 HOUR $ $

62302-1100

Line B1260 80 HOUR $ $

62405-0200

Line B1280 15,500 SQYD $ $

62510-1000

Line B1300 3.2 ACRE $ $

62515-1000

Line B1320 3.2 ACRE $ $

63301-1000

Line B1340 15 EACH $ $

63302-0000

Line B1360 1,392 SQFT $ $

CURB, ASPHALT, 4-INCH DEPTH

WHEELSTOP, CONCRETE

SIDEWALK, CONCRETE

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

SEEDING, DRY METHOD

MULCHING, DRY METHOD

FENCE, SPLIT RAIL, 2 RAIL

FENCE, TORTOISE BARRIER

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

SIGN SYSTEM

A-14

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63308-0000

Line B1380 113 EACH $ $

63309-0100

Line B1400 861 EACH $ $

63401-0700

Line B1420 36,929 LNFT $ $

63405-1300

Line B1440 18 EACH $ $

63405-1350

Line B1460 40 EACH $ $

63405-1400

Line B1480 5 EACH $ $

63405-1450

Line B1500 18 EACH $ $

63405-1650

Line B1520 22 EACH $ $

63501-0000

Line B1540 ALL LPSM $

64601-1000

Line B1560 5 EACH $ $

64604-3000

Line B1580 621 LNFT (CQ) $ $

64605-0000

Line B1600 ALL LPSM $

PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT/TURN ARROW COMBINATION

PAVEMENT MARKINGS, TYPE D, "ONLY" WORD MESSAGE

PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

BUILDING, RESTROOM FACILITY

OBJECT MARKER

DELINEATOR, TYPE 1

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, TURN ARROW

FIXTURE, PEDESTRIAN RAILING

FIXTURE

Schedule Total: ___________________________

Schedule B Alternate Bid Item 15401-0000, Contractor Testing (Government-furnished lab trailer)* $________________

*See Page A-4 of this Solicitation for an explanation of

A-15

Option X Account: ALL

Project No: NV NV BLM 10(1)

Name: Return Route CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line X0020 ALL LPSM $

15201-0000

Line X0040 ALL LPSM $

15206-0000

Line X0060 2.420 MILE $ $

15215-3000

Line X0080 12 EACH $ $

15216-2000

Line X0100 4.840 MILE $ $

15301-0000

Line X0120 ALL LPSM $

15401-0000

Line X0140 ALL LPSM $

15501-0000

Line X0160 ALL LPSM $

15705-1400

Line X0180 280 LNFT $ $

15706-0200

Line X0200 14 EACH $ $

15706-1000

Line X0220 4 EACH $ $

15706-1600

Line X0240 3 EACH $ $

15802-0000

Line X0260 ALL LPSM $

20101-0000

Line X0280 23.6 ACRE $ $

20420-0000

Line X0300 32,500 CUYD $ $

20801-0000

Line X0320 374 CUYD (CQ) $ $

20803-0000

Line X0340 411 CUYD (CQ) $ $

Schedule Total: ________________________

Submitted by: _________________________

STRUCTURE EXCAVATION

STRUCTURAL BACKFILL

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

EMBANKMENT CONSTRUCTION

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

A-16

(CONTRACTOR-FURNISHED TRAILER)

Project No: NV NV BLM 10(1)

Name: Return Route CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25101-2200

Line X0360 2,550 CUYD $ $

25101-2300

Line X0380 350 CUYD $ $

25101-2400

Line X0400 150 CUYD $ $

25125-0000

Line X0420 114 EACH $ $

30803-0000

Line X0440 8,900 TON $ $

40201-2600

Line X0460 7,500 TON $ $

40205-3000

Line X0480 75 TON $ $

41102-1000

Line X0500 37,000 SQYD $ $

41105-0000

Line X0520 300 TON $ $

41201-0000

Line X0540 20 TON $ $

55201-0200

Line X0560 191 CUYD (CQ) $ $

55401-1000

Line X0580 26,500 LB (CQ) $ $

56302-1000

Line X0600 1,500 SQFT $ $

60103-0240

Line X0620 4 EACH $ $

60201-0900

Line X0640 110 LNFT $ $

60201-1000

Line X0660 60 LNFT $ $

60201-1100

Line X0680 70 LNFT $ $

42-INCH PIPE CULVERT

STRUCTURAL CONCRETE, CLASS A (AE)

REINFORCING STEEL

PAINTING, CONCRETE STRUCTURE

RECYCLED AGGREGATE BASE

ASPHALT CONCRETE PAVEMENT, HVEEM MIX, CLASS B

ANTISTRIP ADDITIVE, TYPE 3

PLACED RIPRAP, METHOD B, CLASS 2

CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

30-INCH PIPE CULVERT

36-INCH PIPE CULVERT

PLACED RIPRAP, METHOD B, CLASS 3

PLACED RIPRAP, METHOD B, CLASS 4

BOULDER

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

A-17

Project No: NV NV BLM 10(1)

Name: Return Route CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-1300

Line X0700 165 LNFT $ $

60202-0700

Line X0720 40 LNFT $ $

60210-0900

Line X0740 4 EACH $ $

60210-1000

Line X0760 2 EACH $ $

60210-1100

Line X0780 2 EACH $ $

60211-1100

Line X0800 2 EACH $ $

60601-0000

Line X0820 3 EACH $ $

60901-2100

Line X0840 600 LNFT $ $

61901-3300

Line X0860 28,600 LNFT $ $

62201-0200

Line X0880 80 HOUR $ $

62201-0900

Line X0900 80 HOUR $ $

62201-2850

Line X0920 80 HOUR $ $

62201-3000

Line X0940 80 HOUR $ $

62301-0000

Line X0960 160 HOUR $ $

62302-1000

Line X0980 160 HOUR $ $

62302-1100

Line X1000 80 HOUR $ $

62405-0200

Line X1020 48,300 SQYD $ $

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

FENCE, TORTOISE BARRIER

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

GENERAL LABOR

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 42-INCH PIPE CULVERT

END SECTION FOR 42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

SPILLWAY ASSEMBLY

CURB, ASPHALT, 4-INCH DEPTH

54-INCH PIPE CULVERT

42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

A-18

Project No: NV NV BLM 10(1)

Name: Return Route CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62510-1000

Line X1040 10.0 ACRE $ $

62515-1000

Line X1060 10.0 ACRE $ $

63302-0000

Line X1080 55 SQFT $ $

63501-0000

Line X1100 ALL LPSM $

TEMPORARY TRAFFIC CONTROL

SEEDING, DRY METHOD

MULCHING, DRY METHOD

SIGN SYSTEM

A-19

Schedule Total: _______________________________________

Option X Alternate Bid Item 15401-0000, Contractor Testing (Government-furnished lab)* $_________________ *See Page A-4 of this Solicitation for an explanation of

Bid Schedule Summary Schedule Bid Total

Schedule A (A-6) $__________________________

Schedule B (A-11) $__________________________

Option X (A-16) $__________________________

A-20

A-21

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-22

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

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.

DTFH68-16-B-00020

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 INC. 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. 10-98) 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…