DTFH6817B00017.pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH6817B00017

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: AZ FTNP GRCA 11(4)

PROJECT NAME: DESERT VIEW DRIVE

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 AZ FTNP GRCA 11(4)

LOCATION GRAND CANYON NATIONAL PARK

COUNTY COCONINO

STATE ARIZONA

LENGTH SCHEDULE A: 8.93 MILES

OPTION W: 1.00 MILES

OPTION X: 0.42 MILES

OPTION Y: 3.44 MILES

OPTION Z: 1.36 MILES

TYPE OF IMPROVEMENT ROAD REHABILITATION, ASPHALT

SURFACING, AND CONCRETE

SURFACING

TABLE OF CONTENTS

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

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

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

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

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

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

Division 100 ..................................................................................................................... E-1

Division 150 ................................................................................................................... E-23

Division 200 ................................................................................................................... E-41

Division 300 ................................................................................................................... E-46

Division 400 ................................................................................................................... E-47

Division 500 ................................................................................................................... E-54

Division 600 ................................................................................................................... E-57

Division 700 ................................................................................................................... E-69

APPENDICES

Appendix A ....................................................................Water Quality Report (401 Permit)

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

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard

Specification for Construction of Roads and Bridges on Federal Highway Projects

NOTICE TO BIDDERS

A-i

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

Submit the following documents with your Bid Package–

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

Indication of interest in formal Partnering, Page A-5

Bid Schedule including Buy American Act & Hazardous Materials, Pages A-6 through A-25

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

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

B-6.

Annual Representations and Certifications (FAR Provision 52.204-8) and Certification

Regarding Responsibility Matters (FAR Provision 52.209-5).

HUBZone small business concerns electing to waive the evaluation preference, complete

52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, Section C.

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

I. PRE-BID INFORMATION

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

This solicitation and subsequent contract are governed by the Federal Acquisition Regulations

(FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

The FP-14 was utilized for the design of this project. Paper copies of the FP-14 will not be provided to bidders or the awarded Prime Contractor. The FP-14 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ . A single paper copy can be obtained from the Research &

Technology Distribution Center (RTPDC) by email report.center@dot.gov .

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at http://www.fbo.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov

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

Notice of SAM Registration – you must register in the System for Award Management (SAM – replaced CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart

4.1103(c). Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 –

Highway, Street & Bridge Construction with a small business size standard of $36.5 million. If your average annual gross receipts for the past 3 years are above $36.5 million, you are a large business for this solicitation. If they are below $36.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and

Certifications. The System for Award Management (SAM) is the Official U.S. Government system that consolidated the capabilities of CCR/FedReg, ORCA, and EPLS. Please include NAICS

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

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

My firm had a qualifying Federal Contract in 2017 and has complied with the reporting requirements.

My firm did not have a qualifying Federal Contract in 2017 and is therefore exempt from the reporting requirements

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of

10% to an apparent low bid submitted by a large business when we also receive a bid from a certified HUBZone small business concern. The 10% factor does not apply to apparent low bids submitted by small businesses. See FAR Clause 52.219-4 Notice of price evaluation preference for

HUBZone small business concerns.

In the event this full and open competition results in a contract award to a qualified HUBZone SBC after a price evaluation preference, FAR Clause 52.236-1, Performance of Work by the Contractor does not apply.

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

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

(ii) At least 50 percent of the cost of the contract performance to be incurred for personnel will be spent on the prime contractor’s employees or on a combination of the prime contractor’s employees and employees of HUBZone small business concern subcontractors;

(iii) No more than 50 percent of the cost of contract performance to be incurred for personnel will be subcontracted to concerns that are not HUBZone small business concerns;

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

A-iii

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 20, 2017

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

Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce

(email) or facsimile, if such notice is received prior to the time specified for receipt of bids. The

Government will not be responsible for ANY failure attributable to the transmission or receipt of electronic commerce (email) or facsimile data.

For all modifications, we STRONGLY ENCOURAGE you to resubmit the entire bid schedule with a unit price and amount for every bid item, and a Schedule Total. See FAR Provision

52.214-5, Submission of Bids. Modifications which make the bid ambiguous, indefinite, or uncertain as to any essential requirement of the contract will cause the bid to be rejected as nonresponsive.

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

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

II. POST AWARD INFORMATION

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

Prime Contractor.

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

A-iv

Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime

Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.

FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $700 thousand, is required to submit a subcontracting plan prior to contract award.

The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of bid opening, that bidder may be ineligible for award of the contract.

Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the

Small Business Administration’s Subcontracting Network (SUB-NET) http://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of

Subcontracting Opportunities, for contractors and subcontractors to post notices and thereby increase competition for subcontracts.

A list of currently known business concerns owned and controlled by socially and economically disadvantaged individuals and/or women-owned small business concerns that have indicated an interest in participating in highway construction is available at http://www.sam.gov.

See Appendix B for Sample Small Business Subcontracting Plan.

NOTE:

Consider the following FHWA small business goals in development of Subcontracting plans and efforts:

FHWA Small Business Goals (As of FY 2017)

Business Size Goal (%)

SB 50.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6817B00017

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

10/26/2017

PAGE OF

PAGES

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

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

HFLCPM1700000408PR

6. PROJECT NO.

AZ FTNP GRCA 11(4)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

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

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

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

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

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

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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

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

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 11/28/17 (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-2

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

OFFEROR (Must be fully completed by offeror)

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

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

DUNS NO.

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

AMOUNTS SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

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

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

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

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

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

BY

31C. AWARD

DATE

A-3

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

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

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

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

Pavement Report, August 2017

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.

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

A-4

Bid Schedule Instructions

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

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

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

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

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

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

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

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

Government will determine a corrected amount bid for the pay item by multiplying the unit price by the quantity.

Basis for Award

To be eligible for award of contract, the bidder shall submit prices for each item in Bid Schedule A, Option W, Option X, Option Y and Option Z. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.

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

Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 120 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-5

Partnering

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

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

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

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

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

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

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

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

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15210-3000 Line A0040 9.000 MILE $ $

15215-3000 Line A0060 4 EACH $ $

15215-7000 Line A0080 3 EACH $ $

15215-8000 Line A0100 3 EACH $ $

15216-3000 Line A0120 1.500 MILE $ $

15301-0000 Line A0140 ALL LPSM $

15401-0000 Line A0160 ALL LPSM $

15501-0000 Line A0180 ALL LPSM $

15705-0100 Line A0200 1,300 LNFT $ $

15705-1400 Line A0220 3,200 LNFT $ $

15802-0000 Line A0240 ALL LPSM $

20103-0000 Line A0260 1,890 SQYD $ $

20301-1900 Line A0280 1 EACH $ $

20301-2400 Line A0300 10 EACH $ $

20302-0600 Line A0320 1,010 LNFT $ $

20303-2000 Line A0340 4,700 SQYD $ $

20303-3000 Line A0360 270 SQYD $ $

20303-3200 Line A0380 70 SQYD $ $

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SURVEY AND STAKING, INTERSECTION

SURVEY AND STAKING, TEMPLATE CONTROL

REMOVAL OF SIDEWALK, CONCRETE

CLEARING AND GRUBBING

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

REMOVAL OF CURB, STONE

REMOVAL OF PAVEMENT, ASPHALT, 4-INCH DEPTH

REMOVAL OF SIDEWALK, ASPHALT

Schedule Total: ________________________

Submitted by: _________________________

A-6

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20401-0000 Line A0400 1,750 CUYD $ $

20402-0000 Line A0420 300 CUYD $ $

20466-0000 Line A0440 200 CUYD $ $

25101-0100 Line A0460 8 CUYD $ $

25125-0000 Line A0480 40 EACH $ $

25126-0000 Line A0500 15 EACH $ $

30202-2000 Line A0520 4,050 TON $ $

30402-5300 Line A0540 158,300 SQYD $ $

31013-0000 Line A0560 220 TON $ $

40101-5600 Line A0580 29,000 TON $ $

40105-3000 Line A0600 290 TON $ $

40601-0000 Line A0620 65 TON $ $

41102-1000 Line A0640 158,100 SQYD $ $

41201-0000 Line A0660 67 TON $ $

50101-0800 Line A0680 4,460 SQYD $ $

60201-0600 Line A0700 20 LNFT $ $

60201-0800 Line A0720 140 LNFT $ $

60210-0600 Line A0740 2 EACH $ $

60210-0800 Line A0760 3 EACH $ $

FOG SEAL

PRIME COAT, METHOD 1

TACK COAT

ROADWAY EXCAVATION

SUBEXCAVATION

REMOVE AND RESET BOULDER

ROADWAY AGGREGATE, METHOD 2

FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

BLOTTER

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

ANTISTRIP ADDITIVE, TYPE 3

CONSERVE AND STOCKPILE TOPSOIL

PLACED RIPRAP, METHOD A, CLASS 1

BOULDER

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

A-7

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60901-1100 Line A0780 610 LNFT $ $

60901-5000 Line A0800 130 LNFT $ $

60901-5000 Line A0820 500 LNFT $ $

61501-0100 Line A0840 250 SQYD $ $

61501-1100 Line A0860 290 SQYD $ $

61505-1000 Line A0880 3 EACH $ $

62028-1000 Line A0900 2 EACH $ $

62201-0200 Line A0920 80 HOUR $ $

62201-0900 Line A0940 80 HOUR $ $

62201-3100 Line A0960 80 HOUR $ $

62301-0000 Line A0980 120 HOUR $ $

62302-1000 Line A1000 40 HOUR $ $

62302-1100 Line A1020 40 HOUR $ $

62511-2000 Line A1040 1,450 SQYD $ $

62516-2000 Line A1060 1,450 SQYD $ $

63301-0000 Line A1080 10 EACH $ $

63308-2000 Line A1100 100 EACH $ $

63316-1000 Line A1120 30 EACH $ $

63402-0300 Line A1140 59.0 MILE $ $

CURB, CONCRETE, 13-INCH DEPTH

CURB, STONE, TYPE 2, 8-INCH DEPTH

CURB, STONE, TYPE 2, 8-INCH DEPTH (SIDEWALK EDGING)

SIDEWALK, CONCRETE

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

SIGN SYSTEM

SIDEWALK, ASPHALT

ACCESSIBILITY RAMP, CONCRETE

REMOVE AND RESET STONE MASONRY HEADWALL

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP MINIMUM FLYWHEEL POWER

OBJECT MARKER, TYPE 2

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B, SOLID

A-8

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63402-0400 Line A1160 5.0 MILE $ $

63405-0050 Line A1180 24 EACH $ $

63501-1000 Line A1200 ALL LPSM $

63501-3500 Line A1220 ALL LPSM $

63502-0600 Line A1240 12 EACH $ $

63502-0700 Line A1260 200 EACH $ $

63502-1300 Line A1280 100 EACH $ $

63502-1600 Line A1300 12 EACH $ $

63502-2000 Line A1320 3 EACH $ $

63502-3100 Line A1340 1 EACH $ $

63503-0400 Line A1360 240 LNFT $ $

63503-1000 Line A1380 4,000 LNFT $ $

63504-1000 Line A1400 463 SQFT $ $

63505-1000 Line A1420 11.0 MILE $ $

63506-0500 Line A1440 2,600 HOUR $ $

63506-0600 Line A1460 1,300 HOUR $ $

TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

PAVEMENT MARKINGS, TYPE B, BROKEN

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

A-9

Option W Account: ALL

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line W0020 ALL LPSM $

15210-3000 Line W0040 1.000 MILE $ $

15301-0000 Line W0060 ALL LPSM $

15401-0000 Line W0080 ALL LPSM $

15501-0000 Line W0100 ALL LPSM $

15705-0100 Line W0120 500 LNFT $ $

15705-1400 Line W0140 500 LNFT $ $

15802-0000 Line W0160 ALL LPSM $

20301-2400 Line W0180 6 EACH $ $

20402-0000 Line W0200 750 CUYD $ $

30202-2000 Line W0220 910 TON $ $

30402-5300 Line W0240 14,500 SQYD $ $

31013-0000 Line W0260 20 TON $ $

40101-5600 Line W0280 3,070 TON $ $

40105-3000 Line W0300 31 TON $ $

40601-0000 Line W0320 6 TON $ $

41102-1000 Line W0340 14,279 SQYD $ $

41201-0000 Line W0360 6 TON $ $

62201-0200 Line W0380 20 HOUR $ $

Schedule Total: ________________________

Submitted by: _________________________

FOG SEAL

PRIME COAT, METHOD 1

TACK COAT

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BLOTTER

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

ANTISTRIP ADDITIVE, TYPE 3

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

REMOVAL OF SIGN

SUBEXCAVATION

ROADWAY AGGREGATE, METHOD 2

FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

A-10

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0900 Line W0400 20 HOUR $ $

62201-3100 Line W0420 20 HOUR $ $

62301-0000 Line W0440 60 HOUR $ $

62302-1000 Line W0460 20 HOUR $ $

62302-1100 Line W0480 20 HOUR $ $

63301-0000 Line W0500 8 EACH $ $

63401-0300 Line W0520 22,800 LNFT $ $

63405-0050 Line W0540 2 EACH $ $

63501-1000 Line W0560 ALL LPSM $

63501-3500 Line W0580 ALL LPSM $

63502-0600 Line W0600 2 EACH $ $

63502-0700 Line W0620 200 EACH $ $

63502-1300 Line W0640 100 EACH $ $

63502-1600 Line W0660 3 EACH $ $

63503-1000 Line W0680 1,000 LNFT $ $

63504-1000 Line W0700 430 SQFT $ $

63505-1000 Line W0720 2.0 MILE $ $

63506-0500 Line W0740 400 HOUR $ $

63506-0600 Line W0760 100 HOUR $ $

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP MINIMUM FLYWHEEL POWER

SIGN SYSTEM

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, SYMBOLS

A-11

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63511-0100 Line W0780 ALL CTSM 8,000.00$ 8,000.00$

TEMPORARY TRAFFIC CONTROL, RAILROAD FLAGGER

A-12

Option X Account: ALL

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line X0020 ALL LPSM $

15215-3000 Line X0040 2 EACH $ $

15215-8000 Line X0060 7 EACH $ $

15301-0000 Line X0080 ALL LPSM $

15401-0000 Line X0100 ALL LPSM $

15501-0000 Line X0120 ALL LPSM $

15705-0100 Line X0140 500 LNFT $ $

15705-1400 Line X0160 2,900 LNFT $ $

15706-1000 Line X0180 17 EACH $ $

15802-0000 Line X0200 ALL LPSM $

20120-1000 Line X0220 1 EACH $ $

20301-0100 Line X0240 10 EACH $ $

20301-0300 Line X0260 1 EACH $ $

20301-1400 Line X0280 3 EACH $ $

20301-1900 Line X0300 5 EACH $ $

20301-2400 Line X0320 25 EACH $ $

20302-0600 Line X0340 1,350 LNFT $ $

20303-2000 Line X0360 10,900 SQYD $ $

20303-2300 Line X0380 610 SQYD $ $

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF SIGN

REMOVAL OF CURB, STONE

REMOVAL OF PAVEMENT, ASPHALT, 4-INCH DEPTH

MOBILIZATION

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, INTERSECTION

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

REMOVAL OF PAVEMENT, CONCRETE

REMOVAL OF BOX CULVERT

REMOVAL OF INLET

REMOVAL OF PIPE CULVERT

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, INLET PROTECTION

WATERING FOR DUST CONTROL

REMOVAL, INDIVIDUAL TREE

REMOVAL OF BOLLARD

A-13

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20303-3000 Line X0400 205 SQYD $ $

20303-3200 Line X0420 155 SQYD $ $

20401-0000 Line X0440 4,300 CUYD $ $

20402-0000 Line X0460 300 CUYD $ $

20425-1000 Line X0480 60 LNFT $ $

25101-0100 Line X0500 30 CUYD $ $

30202-2000 Line X0520 3,750 TON $ $

40301-0200 Line X0540 300 TON $ $

50101-0800 Line X0560 11,150 SQYD $ $

60201-0800 Line X0580 140 LNFT $ $

60210-0800 Line X0600 3 EACH $ $

60405-0000 Line X0620 10 EACH $ $

60901-1100 Line X0640 190 LNFT $ $

60901-5000 Line X0660 250 LNFT $ $

61108-1000 Line X0680 10 EACH $ $

61501-0100 Line X0700 110 SQYD $ $

61501-1100 Line X0720 125 SQYD $ $

61505-1000 Line X0740 12 EACH $ $

62201-0200 Line X0760 80 HOUR $ $

ACCESSIBILITY RAMP, CONCRETE

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

ADJUST WATER VALVE

SIDEWALK, CONCRETE

SIDEWALK, ASPHALT

MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

24-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

ROADWAY EXCAVATION

SUBEXCAVATION

DITCH, EXCAVATION

MANHOLE ADJUSTMENT

CURB, CONCRETE, 13-INCH DEPTH

CURB, STONE, TYPE 2, 8-INCH DEPTH

REMOVAL OF SIDEWALK, ASPHALT

REMOVAL OF SIDEWALK, CONCRETE

PLACED RIPRAP, METHOD A, CLASS 1

ROADWAY AGGREGATE, METHOD 2

ASPHALT CONCRETE PAVEMENT, TYPE 2

A-14

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0900 Line X0780 80 HOUR $ $

62201-3100 Line X0800 80 HOUR $ $

62301-0000 Line X0820 120 HOUR $ $

62302-1000 Line X0840 40 HOUR $ $

62302-1100 Line X0860 40 HOUR $ $

62511-2000 Line X0880 300 SQYD $ $

62516-2000 Line X0900 300 SQYD $ $

63301-0000 Line X0920 40 EACH $ $

63308-2000 Line X0940 30 EACH $ $

63313-0000 Line X0960 480 LNFT $ $

63401-0300 Line X0980 27,700 LNFT $ $

63405-0050 Line X1000 50 EACH $ $

63501-1000 Line X1020 ALL LPSM $

63501-3500 Line X1040 ALL LPSM $

63502-0600 Line X1060 16 EACH $ $

63502-0700 Line X1080 100 EACH $ $

63502-1300 Line X1100 40 EACH $ $

63502-1600 Line X1120 12 EACH $ $

63502-2000 Line X1140 4 EACH $ $

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE

SPECIAL LABOR, HIRED SURVEY SERVICES

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

SIGN SYSTEM

OBJECT MARKER, TYPE 2

RUMBLE STRIP

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP MINIMUM FLYWHEEL POWER

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

A-15

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63502-3100 Line X1160 4 EACH $ $

63503-0400 Line X1180 240 LNFT $ $

63503-1000 Line X1200 4,000 LNFT $ $

63504-1000 Line X1220 632 SQFT $ $

63505-1000 Line X1240 5.0 MILE $ $

63506-0500 Line X1260 5,000 HOUR $ $

63506-0600 Line X1280 1,000 HOUR $ $

63511-0100 Line X1300 ALL CTSM $ 32,000.00 $ 32,000.00

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, RAILROAD FLAGGER

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

A-16

Option Y Account: ALL

Project No: AZ FTNP GRCA 11(4)

Name: Desert View DriveSouth Entrance Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Y0020 ALL LPSM $

15210-3000 Line Y0040 4.000 MILE $ $

15215-3000 Line Y0060 1 EACH $ $

15301-0000 Line Y0080 ALL LPSM $

15401-0000 Line Y0100 ALL LPSM $

15501-0000 Line Y0120 ALL LPSM $

15705-1400 Line Y0140 1,000 LNFT $ $

15802-0000 Line Y0160 ALL LPSM $

20301-2400 Line Y0180 11 EACH $ $

20401-0000 Line Y0200 2,900 CUYD $ $

20402-0000 Line Y0220 100 CUYD $ $

30202-2000 Line Y0240 640 TON $ $

30303-1000 Line Y0260 21,200 SQYD $ $

30402-5300 Line Y0280 78,500 SQYD $ $

31013-0000 Line Y0300 104 TON $ $

40101-5600 Line Y0320 17,000 TON $ $

40105-3000 Line Y0340 170 TON $ $

40601-0000 Line Y0360 35 TON $ $

41102-1000 Line Y0380 78,500 SQYD $ $

Schedule Total: ________________________

Submitted by: _________________________

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

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

PRIME COAT, METHOD 1

ROADBED RECONDITIONING

FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

BLOTTER

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

REMOVAL OF SIGN

ROADWAY EXCAVATION

SUBEXCAVATION

ROADWAY AGGREGATE, METHOD 2

A-17

Project No: AZ FTNP GRCA 11(4)

Name: Desert View DriveSouth Entrance Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

41201-0000 Line Y0400 36 TON $ $

60201-0900 Line Y0420 10 LNFT $ $

60210-0900 Line Y0440 1 EACH $ $

62201-0200 Line Y0460 40 HOUR $ $

62201-0900 Line Y0480 40 HOUR $ $

62201-3100 Line Y0500 40 HOUR $ $

62301-0000 Line Y0520 40 HOUR $ $

62302-1100 Line Y0540 20 HOUR $ $

62511-2000 Line Y0560 50 SQYD $ $

62516-2000 Line Y0580 50 SQYD $ $

63301-0000 Line Y0600 25 EACH $ $

63308-2000 Line Y0620 34 EACH $ $

63313-0000 Line Y0640 1,600 LNFT $ $

63402-0300 Line Y0660 30.0 MILE $ $

63402-0400 Line Y0680 1.0 MILE $ $

63405-0050 Line Y0700 60 EACH $ $

63501-1000 Line Y0720 ALL LPSM $

63501-3500 Line Y0740 ALL LPSM $

63502-0600 Line Y0760 12 EACH $ $

TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

PAVEMENT MARKINGS, TYPE B, BROKEN

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

SIGN SYSTEM

END SECTION FOR 30-INCH PIPE CULVERT

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

OBJECT MARKER, TYPE 2

RUMBLE STRIP

PAVEMENT MARKINGS, TYPE B, SOLID

TACK COAT

30-INCH PIPE CULVERT

HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP MINIMUM FLYWHEEL POWER

GENERAL LABOR

SPECIAL LABOR, HIRED SURVEY SERVICES

A-18

Project No: AZ FTNP GRCA 11(4)

Name: Desert View DriveSouth Entrance Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63502-0700 Line Y0780 200 EACH $ $

63502-1300 Line Y0800 50 EACH $ $

63502-1600 Line Y0820 9 EACH $ $

63503-1000 Line Y0840 1,000 LNFT $ $

63504-1000 Line Y0860 450 SQFT $ $

63505-1000 Line Y0880 8.0 MILE $ $

63506-0500 Line Y0900 3,200 HOUR $ $

63506-0600 Line Y0920 1,600 HOUR $ $

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

A-19

Option Z Account: ALL

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Z0020 ALL LPSM $

15206-0000 Line Z0040 0.500 MILE $ $

15210-3000 Line Z0060 1.500 MILE $ $

15215-3000 Line Z0080 1 EACH $ $

15216-2000 Line Z0100 0.500 MILE $ $

15301-0000 Line Z0120 ALL LPSM $

15401-0000 Line Z0140 ALL LPSM $

15501-0000 Line Z0160 ALL LPSM $

15705-1400 Line Z0180 2,660 LNFT $ $

15706-1000 Line Z0200 20 EACH $ $

15802-0000 Line Z0220 ALL LPSM $

20220-2000 Line Z0240 1 EACH $ $

20301-1900 Line Z0260 1 EACH $ $

20301-2400 Line Z0280 4 EACH $ $

20401-0000 Line Z0300 900 CUYD $ $

20402-0000 Line Z0320 500 CUYD $ $

30202-2000 Line Z0340 2,850 TON $ $

30303-1000 Line Z0360 22,000 SQYD $ $

31013-0000 Line Z0380 40 TON $ $

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

BLOTTER

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

ROADWAY EXCAVATION

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, INLET PROTECTION

WATERING FOR DUST CONTROL

REMOVAL, INDIVIDUAL STUMP

SUBEXCAVATION

ROADWAY AGGREGATE, METHOD 2

ROADBED RECONDITIONING

Schedule Total: ________________________

Submitted by: _________________________

A-20

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

40101-5600 Line Z0400 6,000 TON $ $

40105-3000 Line Z0420 60 TON $ $

40601-0000 Line Z0440 12 TON $ $

41102-1000 Line Z0460 26,800 SQYD $ $

41201-0000 Line Z0480 12 TON $ $

41301-1000 Line Z0500 22,000 SQYD $ $

60201-0800 Line Z0520 40 LNFT $ $

60210-0800 Line Z0540 2 EACH $ $

60405-0000 Line Z0560 17 EACH $ $

61108-4000 Line Z0580 13 EACH $ $

61505-1000 Line Z0600 11 EACH $ $

61920-2000 Line Z0620 1 EACH $ $

62201-0200 Line Z0640 20 HOUR $ $

62201-0900 Line Z0660 20 HOUR $ $

62201-2350 Line Z0680 20 HOUR $ $

62301-0000 Line Z0700 40 HOUR $ $

62302-1100 Line Z0720 20 HOUR $ $

62511-2000 Line Z0740 50 SQYD $ $

62516-2000 Line Z0760 50 SQYD $ $

REMOVE AND RESET GATE

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

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

ANTISTRIP ADDITIVE, TYPE 3

ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

24-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

MANHOLE ADJUSTMENT

ADJUST VALVE BOX

ACCESSIBILITY RAMP, CONCRETE

FOG SEAL

PRIME COAT, METHOD 1

TACK COAT

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

POWER BROOM

GENERAL LABOR

SPECIAL LABOR, HIRED SURVEY SERVICES

A-21

Project No: AZ FTNP GRCA 11(4)

Name: Desert View Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63301-0000 Line Z0780 20 EACH $ $

63308-2000 Line Z0800 14 EACH $ $

63401-0300 Line Z0820 43,000 LNFT $ $

63405-0050 Line Z0840 16 EACH $ $

63501-1000 Line Z0860 ALL LPSM $

63501-3500 Line Z0880 ALL LPSM $

63502-0600 Line Z0900 12 EACH $ $

63502-0700 Line Z0920 200 EACH $ $

63502-1300 Line Z0940 100 EACH $ $

63502-1600 Line Z0960 12 EACH $ $

63502-3100 Line Z0980 1 EACH $ $

63503-1000 Line Z1000 4,000 LNFT $ $

63504-1000 Line Z1020 738 SQFT $ $

63505-1000 Line Z1040 3.0 MILE $ $

63506-0500 Line Z1060 4,000 HOUR $ $

63506-0600 Line Z1080 800 HOUR $ $

63511-0100 Line Z1100 ALL CTSM $ 32,000.00 $ 32,000.00

SIGN SYSTEM

OBJECT MARKER, TYPE 2

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, RAILROAD FLAGGER

A-22

A-23

Schedule Bid Total

Schedule A $

Option W $

Option X $

Option Y $

Option Z $

TOTAL $

Submitted By:

A-24

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-25

HAZARDOUS MATERIALS

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

Hazardous Material Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and

Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the

Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products

Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.

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

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

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

Names of firms that supply fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag are available from the American

Coal Ash Association and the National Slag Association.

B-1

BID BOND

(See instructions on reverse)

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

Expiration Date: 7/31/19

Public reporting burden for this collection of information is estimated to average 25 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information.