AZ_FLAP_439(1)_&_202(1)_Martinez_Lake_and_Red_Cloud_Mine_Road.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF19B000024

SOLICITATION TYPE: TOTAL SMALL BUSINESS SET-ASIDE

PROJECT NUMBER: AZ FLAP 439(1) & 202(1)

PROJECT NAME: MARTINEZ LAKE & RED CLOUD MINE 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

PROJECT AZ FLAP 439(1) & 202(1)

LOCATION MARTINEZ LAKE ROAD & RED CLOUD

MINE ROAD

COUNTY

STATE

LENGTH

TYPE OF IMPROVEMENT

YUMA

ARIZONA

SCHEDULE A: 5.928 MILES

OPTION X: 2.131 MILES

OPTION Y: 1.052 MILES

OPTION Z: 0.256 MILES

DRAINAGE, EARTHWORK, AGGREGATE

BASE, ASPHALT SURFACING, BOX

CULVERTS, AND CATTLE GUARDS

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-4

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

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

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

Division 100 ..................................................................................................................... E-2 Division 150 ................................................................................................................... E-25 Division 200 ................................................................................................................... E-40 Division 300 ................................................................................................................... E-42 Division 400 ................................................................................................................... E-50 Division 500 .......................................................................................................... See FP-14 Division 600 ................................................................................................................... E-62 Division 700 ................................................................................................................... E-72

APPENDICES

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

Appendix A .......................AZ FLAP 439(1) Martinez Lake_NWP_Verification_404_401

NOTICE TO BIDDERS

A-i

PROJECT OVERVIEW

AZ FLAP 439(1) & 202(1), MARTINEZ LAKE ROAD & RED CLOUD MINE ROAD

This project consists of minor realignment and paving of approximately 6 miles of existing asphalt paved roadway and 2.1 miles of gravel roadway leading to Imperial National Wildlife Refuge within Yuma County, Arizona. An additional length of approximately 1 mile will be a full realignment for a total project length of approximately 9.1 miles. Work also includes drainage improvements, including culvert replacement and constructing new culverts.

I. PRE-BID INFORMATION

ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Item 8). Submit the following documents with your Bid Package–

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

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

• Bid Schedule including Buy American Act & Hazardous Materials, Pages A-11 through A-30

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

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

A-ii

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

• HUBZone small business concerns electing to waive the evaluation preference, complete 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, Section C.

• Completed an applicable Authority to Bind certificate, pages A-6 through A-10.

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

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

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

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

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

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

4.1102. Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $36.5 million. If your average annual gross receipts for the past 3 years are above $39.5 million, you are a large business for this solicitation. If they are below $39.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications. The System for Award Management (SAM) is the Official U.S. Government system that consolidated the capabilities of CCR/FedReg, ORCA, and EPLS. Please include NAICS 237310 in SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

A-iii

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

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

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

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 NOVEMBER 14, 2019

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

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

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

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

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

II. POST AWARD INFORMATION

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

Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.

EEBACS - Contractors shall use the Government’s web-based system, Engineer’s Estimating, Bidding, Award, and Construction System (EEBACS), to prepare all “Inspector’s Daily Record of Construction Operations” (Contractors Daily Reports) and measurement notes (pay notes).

The Contractor shall be required to attend a training session on the use of EEBACS. The training session will require up to 4 hours. No more than 3 Contractor staff may attend the training unless approved by the CO. The Contractor shall be responsible for training additional staff.

The Contractor shall be required to submit a user account form to gain access to the EEBACS system. See Subsection 108.01.

A user guide, “EEBACS for Construction Contractors”, is available. An electronic version can be found at http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF19SS0015

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

10/23/2019

PAGE OF

PAGES

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

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

HFLCEO190292PR

6. PROJECT NO.

AZ FLAP 439(1) & 202(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:

Eric Grosskreuz, Acquisition Program 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

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

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

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 11/21/19 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show 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

X

X

X

A-1

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-2

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

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

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

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

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

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

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

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

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

FP-14.

ESTIMATED

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

A-3

Bid Schedule Instructions

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

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

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

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

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

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

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

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

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, pages A-17, A-21, A-25 and A-27, therefore, included in the evaluation for award.

Bidders must also provide a stand alone price on the last page of each schedule for the alternative item, Contractor Testing using a Government-furnished field laboratory, at the end of each bid schedule.

This price will not be factored into the evaluation for award.

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

Basis for Award

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

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

A-4

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A.

Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 90 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

Partnering

A Partnership recognizes the Government and the Contractor are both responsible and can affect the successful completion of this project. Partnering is a vehicle to ensure the partnership has structure and quality. It recognizes the strengths of each party and uses those strengths to identify and achieve shared goals. One of the primary objectives of Partnering is to facilitate the resolution of disputes in a timely, professional, and non-adversarial manner with the outcome focused on achieving those shared goals.

CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and it’s subcontractors to establish a Partnering relationship on this project.

A formal Partnering meeting can help facilitate this relationship by helping do document the parties’ common purpose and goals, and ensuring alignment. The goals are mutually agreed upon and address effective and efficient performance within the scope of the contract.

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-14. Costs of partnering would be in addition to the contract award amount.

Please indicate your desire to participate in a formal partnering meeting on this project.

(___) We would like to participate in a formal partnering meeting.

(___) We do not want to participate in a formal partnering meeting.

A-5

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

Corporate Certificate

I, (name), certify that I am the

(title), of the corporation named as the

Offeror/Principal herein;

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

(title) of this corporation;

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

(signature) Affix Corporate Seal

(title)

A-6

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

Limited Liability Certificate

I, (name), certify that I am the

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

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

(title) of this company;

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

(signature) Affix Company Seal (as applicable)

(title)

A-7

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

Authority to Bind Partnership

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

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

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

Officer.

(Include names and signatures of all partners)

A-8

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

Authority to Bind Joint Venture

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

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

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

Officer.

(Include names and signatures of all applicable individuals)

A-9

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

Sole Proprietorship Requirement

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

A-10

A-11

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.

When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:AZ FLAP 439(1) & 202(1)

Project Name:Martinez Lake Road & Red Cloud Mine Road

A-12

Contract Quantity Pay Items

30703-0000 CEMENT TREATED AGGREGATE COURSE

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

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

5.928 MILE $____________ $____________

A0030 15210-3000 CENTERLINE, VERIFICATION AND STAKING

5.928 MILE $____________ $____________

A0040 15215-1000 SURVEY AND STAKING, APPROACH ROAD

10 EACH $____________ $____________

A0050 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

37 EACH $____________ $____________

A0060 15215-5000 SURVEY AND STAKING, BOX CULVERT

5 EACH $____________ $____________

A0070 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

11.856 MILE $____________ $____________

A0080 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0090 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0110 15705-0100 SOIL EROSION CONTROL, SILT FENCE

4,400 LNFT $____________ $____________

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

4,400 LNFT $____________ $____________

A0130 15706-0200 SOIL EROSION CONTROL, CHECK DAM

35 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AZ FLAP 439(1) & 202(1)

(CONTRACTOR -FURNISHED LAB)

A-13

A0140 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

40 EACH $____________ $____________

A0150 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

6 EACH $____________ $____________

A0160 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0170 20104-0000 CLEARING

80.0 ACRE $____________ $____________

A0180 20301-2400 REMOVAL OF SIGN

55 EACH $____________ $____________

A0190 20401-0000 ROADWAY EXCAVATION

182,000 CUYD $____________ $____________

A0200 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

1,900.0 CUYD $____________ $____________

A0210 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

170.0 CUYD $____________ $____________

A0220 30101-0000 AGGREGATE BASE

81,900.0 TON $____________ $____________

A0240 30703-0000 CEMENT TREATED AGGREGATE COURSE

7,470 CUYD $____________ $____________

A0260 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

23,270.0 TON $____________ $____________

A0270 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

230.0 TON $____________ $____________

A0290 40601-0000 FOG SEAL

63.0 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-14

A0300 41101-1000 PRIME COAT, METHOD 1

139.0 TON $____________ $____________

A0310 41105-0000 BLOTTER

825.0 TON $____________ $____________

A0320 41201-0000 TACK COAT

65.0 TON $____________ $____________

A0330 60101-0000 CONCRETE (HEADWALLS/WINGWALLS)

220.0 CUYD $____________ $____________

A0340 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

2,040 LNFT $____________ $____________

A0350 60201-0900 30-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

700 LNFT $____________ $____________

A0360 60201-1000 36-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

310 LNFT $____________ $____________

A0370 60201-1200 48-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

85 LNFT $____________ $____________

A0380 60201-1300 54-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

120 LNFT $____________ $____________

A0390 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

52 EACH $____________ $____________

A0400 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (POLYMERIC COATED)

18 EACH $____________ $____________

A0410 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (POLYMERIC COATED)

10 EACH $____________ $____________

A0420 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (POLYMERIC COATED)

4 EACH $____________ $____________

A0430 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT (POLYMERIC COATED)

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-15

A0440 60221-3000 10 FEET SPAN, 5 FEET RISE REINFORCED CONCRETE BOX CULVERT, SINGLE

BARREL (EIGHT BARRELS)

760 LNFT $____________ $____________

A0450 60221-3000 10 FEET SPAN, 5 FEET RISE REINFORCED CONCRETE BOX CULVERT, SINGLE

BARREL (FIVE BARRELS)

460 LNFT $____________ $____________

A0460 60221-3000 10 FEET SPAN, 5 FEET RISE REINFORCED CONCRETE BOX CULVERT, SINGLE

BARREL

85 LNFT $____________ $____________

A0470 60221-3000 10 FEET SPAN, 5 FEET RISE REINFORCED CONCRETE BOX CULVERT, SINGLE

BARREL (FOUR BARRELS)

340 LNFT $____________ $____________

A0480 60221-3000 10 FEET SPAN, 5 FEET RISE REINFORCED CONCRETE BOX CULVERT, SINGLE

BARREL (SIX BARRELS)

336 LNFT $____________ $____________

A0490 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

1,175 LNFT $____________ $____________

A0500 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A WOOD POSTS

4,000 LNFT $____________ $____________

A0510 61702-0800 TERMINAL SECTION TYPE TANGENT

14 EACH $____________ $____________

A0520 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A0530 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-16

A0540 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A0550 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

40 HOUR $____________ $____________

A0560 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A0570 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A0580 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A0590 62510-2000 SEEDING, HYDRAULIC METHOD

49.0 ACRE $____________ $____________

A0600 63301-0000 SIGN SYSTEM

55 EACH $____________ $____________

A0610 63316-1000 REMOVE AND RESET SIGN (PANEL)

8 EACH $____________ $____________

A0620 63316-1000 REMOVE AND RESET SIGN

25 EACH $____________ $____________

A0630 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

155,000 LNFT $____________ $____________

A0640 63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN

8,000 LNFT $____________ $____________

A0650 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

16 EACH $____________ $____________

A0660 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

300 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-17

A0670 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

1,600 EACH $____________ $____________

A0680 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

500 EACH $____________ $____________

A0690 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

50 EACH $____________ $____________

A0700 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

50 EACH $____________ $____________

A0710 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0720 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

62,600 LNFT $____________ $____________

A0730 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

3,000 LNFT $____________ $____________

A0740 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,500.00 SQFT $____________ $____________

A0750 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

10,500 HOUR $____________ $____________

A0760 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

3,500 HOUR $____________ $____________

A0770 63602-3000 SYSTEM INSTALLATION, ELECTRICAL (RESET SOLAR WARNING LIGHT)

1 EACH $____________ $____________

A0780 64502-0000 LOCATE UTILITIES

50 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AZ FLAP 439(1) & 202(1)

Project Name:Martinez Lake Road & Red Cloud Mine Road

A0080 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $____________ $_____________

Eric.Grosskreuz Rectangle

A-18

Contract Quantity Pay Items

30703-0000 CEMENT TREATED AGGREGATE COURSE

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

X0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

2.141 MILE $____________ $____________

X0030 15210-3000 CENTERLINE, VERIFICATION AND STAKING

2.141 MILE $____________ $____________

X0040 15215-1000 SURVEY AND STAKING, APPROACH ROAD

3 EACH $____________ $____________

X0050 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

3 EACH $____________ $____________

X0060 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

4.282 MILE $____________ $____________

X0070 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0090 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

8,200 LNFT $____________ $____________

X0110 15706-0200 SOIL EROSION CONTROL, CHECK DAM

135 EACH $____________ $____________

X0120 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

19 EACH $____________ $____________

X0130 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:AZ FLAP 439(1) & 202(1)

A-19

X0140 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0150 20104-0000 CLEARING

21.0 ACRE $____________ $____________

X0160 20301-2400 REMOVAL OF SIGN

20 EACH $____________ $____________

X0170 20401-0000 ROADWAY EXCAVATION

17,120 CUYD $____________ $____________

X0180 20403-0000 UNCLASSIFIED BORROW

12,000 CUYD $____________ $____________

X0190 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

1,400.0 CUYD $____________ $____________

X0210 30101-0000 AGGREGATE BASE

8,500.0 TON $____________ $____________

X0220 30703-0000 CEMENT TREATED AGGREGATE COURSE

13,642 CUYD $____________ $____________

X0230 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

6,210.0 TON $____________ $____________

X0250 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

61.9 TON $____________ $____________

X0270 40601-0000 FOG SEAL

23.0 TON $____________ $____________

X0280 41101-1000 PRIME COAT, METHOD 1

48.0 TON $____________ $____________

X0290 41105-0000 BLOTTER

285.0 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:AZ FLAP 439(1) & 202(1)

A-20

X0300 41201-0000 TACK COAT

23.0 TON $____________ $____________

X0310 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

330 LNFT $____________ $____________

X0320 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

16 EACH $____________ $____________

X0330 61903-1000 CATTLE GUARD, 30 FEET

16 EACH $____________ $____________

X0340 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X0350 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

20 HOUR $____________ $____________

X0360 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

X0370 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

20 HOUR $____________ $____________

X0380 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

X0390 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

X0400 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

X0410 62510-2000 SEEDING, HYDRAULIC METHOD

11.0 ACRE $____________ $____________

X0420 63301-0000 SIGN SYSTEM

25 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A-21

X0430 63308-3000 OBJECT MARKER, TYPE 3

64 EACH $____________ $____________

X0440 63316-1000 REMOVE AND RESET SIGN (PANEL)

4 EACH $____________ $____________

X0450 63316-1000 REMOVE AND RESET SIGN (GUIDE SIGN)

2 EACH $____________ $____________

X0460 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

66,000 LNFT $____________ $____________

X0470 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

X0480 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,080 HOUR $____________ $____________

X0490 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,540 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:AZ FLAP 439(1) & 202(1)

Project Name:Martinez Lake Road & Red Cloud Mine Road

X0080 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB) BID

ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $____________ $____________

A-22

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

Y0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

1.052 MILE $____________ $____________

Y0030 15210-3000 CENTERLINE, VERIFICATION AND STAKING

1.052 MILE $____________ $____________

Y0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

14 EACH $____________ $____________

Y0050 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

2.104 MILE $____________ $____________

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0070 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0090 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,400 LNFT $____________ $____________

Y0100 15706-0200 SOIL EROSION CONTROL, CHECK DAM

70 EACH $____________ $____________

Y0110 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

11 EACH $____________ $____________

Y0120 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

Y0130 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y0140 20104-0000 CLEARING

10.0 ACRE $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:AZ FLAP 439(1) & 202(1)

A-23

Y0150 20301-2400 REMOVAL OF SIGN

8 EACH $____________ $____________

Y0160 20401-0000 ROADWAY EXCAVATION

21,420 CUYD $____________ $____________

Y0170 21101-2000 ROADWAY OBLITERATION, METHOD 2

36,900 SQYD $____________ $____________

Y0180 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

1,720.0 CUYD $____________ $____________

Y0190 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

75.0 CUYD $____________ $____________

Y0210 30101-0000 AGGREGATE BASE

6,690.0 TON $____________ $____________

Y0230 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

3,070.0 TON $____________ $____________

Y0240 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

31.0 TON $____________ $____________

Y0260 40601-0000 FOG SEAL

11.0 TON $____________ $____________

Y0270 41101-1000 PRIME COAT, METHOD 1

23.0 TON $____________ $____________

Y0280 41105-0000 BLOTTER

140.0 TON $____________ $____________

Y0290 41201-0000 TACK COAT

12.0 TON $____________ $____________

Y0300 60101-0000 CONCRETE (HEADWALLS/WINGWALLS)

26.0 CUYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A-24

Y0310 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

60 LNFT $____________ $____________

Y0320 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

500 LNFT $____________ $____________

Y0330 60201-0900 30-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

55 LNFT $____________ $____________

Y0340 60201-1100 42-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

75 LNFT $____________ $____________

Y0350 60201-1300 54-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

50 LNFT $____________ $____________

Y0360 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

4 EACH $____________ $____________

Y0370 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

18 EACH $____________ $____________

Y0380 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (POLYMERIC COATED)

4 EACH $____________ $____________

Y0390 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (POLYMERIC COATED)

4 EACH $____________ $____________

Y0400 61901-0000 FENCE (POST AND CABLE)

11,665 LNFT $____________ $____________

Y0410 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

Y0420 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

20 HOUR $____________ $____________

Y0430 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A-25

Y0440 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

20 HOUR $____________ $____________

Y0450 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

Y0460 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

Y0470 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

Y0480 62510-2000 SEEDING, HYDRAULIC METHOD

5.0 ACRE $____________ $____________

Y0490 63316-1000 REMOVE AND RESET SIGN (MONUMENT SIGN)

1 EACH $____________ $____________

Y0500 63316-1000 REMOVE AND RESET SIGN (GUIDE SIGN)

6 EACH $____________ $____________

Y0510 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

22,550 LNFT $____________ $____________

Y0520 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

Y0530 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

160 HOUR $____________ $____________

Y0540 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

80 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:AZ FLAP 439(1) & 202(1)

Project Name:Martinez Lake Road & Red Cloud Mine Road

Y0070 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB) BID

ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $____________ $____________

A-26

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

Z0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Z0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.256 MILE $____________ $____________

Z0030 15210-3000 CENTERLINE, VERIFICATION AND STAKING

0.256 MILE $____________ $____________

Z0040 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.512 MILE $____________ $____________

Z0050 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Z0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Z0070 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Z0080 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Z0090 20301-2400 REMOVAL OF SIGN

6 EACH $____________ $____________

Z0100 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

3,900 SQYD $____________ $____________

Z0120 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

990.0 TON $____________ $____________

Z0130 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

10.0 TON $____________ $____________

Z0150 40601-0000 FOG SEAL

3.0 TON $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:AZ FLAP 439(1) & 202(1)

A-27

Z0160 41101-1000 PRIME COAT, METHOD 1

6.0 TON $____________ $____________

Z0170 41105-0000 BLOTTER

33.0 TON $____________ $____________

Z0180 41201-0000 TACK COAT

3.0 TON $____________ $____________

Z0190 63301-0000 SIGN SYSTEM

6 EACH $____________ $____________

Z0200 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

5,500 LNFT $____________ $____________

Z0210 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

160 HOUR $____________ $____________

Z0220 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

80 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:AZ FLAP 439(1) & 202(1)

Project Name:Martinez Lake Road & Red Cloud Mine Road

Z0060 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB) BID

ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $____________ $____________

A-28

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 1)

Schedule X - Option(Page A - 7)

Schedule Y - Option(Page A - 11)

Schedule Z - Option(Page A - 15)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

BUY AMERICAN ACT- CONSTRUCTION MATERIALS UNDER TRADE AGREEMENTS

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

NOTE TO CONTRACTOR:

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

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

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

A-29

HAZARDOUS MATERIALS

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

Hazardous Material Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

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

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

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

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

Names of firms that supply fly ash and ground granulated blast furnace slag and…