IFB.pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH68-09-B-00001

PROJECT NUMBER: AZ PFH 3-1(1)

PROJECT NAME: FLAGSTAFF-CLINTS WELL ROAD (Lake Mary Road)

BID OPENING DATE:

December 18, 2008

This solicitation cites Standard Specifications for Construction of Roads and Bridges

On Federal Highway Projects, FP-03 U.S. Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTSRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: www.cflhd.gov/procurement/construction e-mail: CFLContracts@fhwa.dot.gov

PROJECT AZ PFH 3-1(1)

Flagstaff-Clints Well Road (Lake Mary Road)

LOCATION Coconino National Forest

COUNTY Coconino County

STATE Arizona

LENGTH Schedule A: 11.269 miles Schedule B: 11.960 miles Schedule C: 12.946 miles

TYPE OF IMPROVEMENT Road reconstruction, grading, drainage, asphalt surfacing, and guardrail replacement

TABLE OF CONTENTS

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

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

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

Buy American Act and Hazardous Materials .............................................................. A-33

Solicitation Provisions .....................................................................................................B-1

Bid Bond .......................................................................................................................B-11

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

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

Division 100.....................................................................................................................E-2 Division 150...................................................................................................................E-36 Division 200...................................................................................................................E-60 Division 300...................................................................................................................E-64 Division 400...................................................................................................................E-65 Division 500...................................................................................................................E-87 Division 600...................................................................................................................E-88 Division 700.................................................................................................................E-102

APPENDICES

NPDES Permit (Notice of Intent) ......................................................................Appendix A

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

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ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of bid to the address listed on the SF-1442 (Page A-1). Before submitting your bid, please review the following:

• Have you rechecked your bid figures?

• Have you completed the bid schedule?

• Have you completed and signed the SF-1442, Solicitation, Offer & Award?

• Have you acknowledged all amendments (See Page A-2, Block 19)?

• Have you completed the Representations & Certifications (B-6)?

• Is your bid guarantee enclosed in proper form and amount (see FAR Clause 52.228-1), including Power of Attorney affidavit?

• Does the lower left corner of the proposal envelope state “Bid Enclosed”?

• Does the lower left corner of the proposal envelope include the 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.cflhd.gov/procurement/construction/advertised-projects.cfm and viewed or downloaded by individual sections or the entire plan set can be 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-03 U.S. Customary Units (FP).

FP-03, Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, 2003, U.S. Customary Units were utilized for the design of this project. Hard copies of the FP will not be provided to bidders. The FP is available electronically at http://www.cflhd.gov/design/, or may be purchased for $25.53 each by contacting Jack Natterman at Mercury LDO, telephone number 303-893-8701 or email jnatterman@mercury-ldo.com. Limited numbers of hard copies of the FP will be provided to the awarded Prime Contractor.

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at www.arnet.gov/far/.

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Notice of CCR Registration – you must register in the Central Contract Registration (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.ccr.gov or call toll free: 888-227-2423.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $33.5 million. If your average annual gross receipts for the past 3 years are above $33.5 million, you are a large business for this solicitation. If they are below $33.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications on Page B-6 Your small business information is pulled into the Online Representations and Certifications Application (ORCA) website from the Central Contractor Registration (CCR). Please include NAICS 237310 in your CCR. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the ORCA website at http://orca.bpn.gov.

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to an apparent low bid submitted by a large business when we also receive a bid from a certified HUBZone small business concern. The 10% factor does not apply to apparent low bids submitted by small businesses. See FAR Clause 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns.

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

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

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

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

102.03 of the FP.

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.

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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 Block 9 on page A-3).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON DECEMBER 12, 2008

Questions can be submitted to CFLContracts@fhwa.dot.gov. Questions and answers will be posted at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm

Modifications to Bids - Bids may be modified or withdrawn by facsimile or telegraphic notice, 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 telegraphic or facsimile data. See FAR Provision 52.214-5, Submission of Bids.

FAX Number to submit modifications to bids for this project is (602) 382-8988

II. Post Award Information.

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

FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $1 million, is required to submit a subcontracting plan prior to contract award.

The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. To view and download a sample plan for subcontracting requirements, visit http://www.cflhd.gov/procurement/construction/reference-links.cfm. 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.

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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.ccr.gov

Insurance requirements - See Subsection 107.05 of the FP.

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. 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.

Pay Item 15401-0000 Contractor testing - The Government requires offerors to bid this pay item two separate ways. The price submitted for this pay item on Pages A-5, A-13, and A-22 must include the cost of a contractor-furnished field laboratory. There are bid alternates on Page A-32 that requires offerors submit pricing for this pay item with a Government-furnished field laboratory.

Once the lowest responsible bidder has been selected for the schedule to be awarded, the Government will determine contract award amount based on the Contractor supplying the field laboratory, or the Contractor utilizing the Government-furnished field laboratory.

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

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

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Federal Highway Administration

Central Federal Lands Highway Div.

12300 W. Dakota Ave, Suite 360 Lakewood CO 80228-2583

CFLHD -1

Roman Moreno

FHWA-Arizona Division 4000 North Central Avenue Phoenix, AZ 85012

Tiffany Atchison 720-963-3354

AZ PFH 3-1(1)

x

11/19/2008

DTFH68-09-B-00001

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

CONSTRUCTION OF AZ PFH 3-1(1), FLAGSTAFF-CLINTS WELL ROAD, IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

HIGHWAY PROJECTS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP for governing order of precedence

11. The Contractor shall begin performance

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

award, notice to proceed. The performance period is mandatory negotiable. (See

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

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.

(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.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 calendar days and complete it within ________________ _______________ calendar days after receiving

12/18/2008

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected. _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

A-1

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 within ____________________ 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.)

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.)

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(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

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (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 31c. DATE

BY

2PAGE OF

Federal Highway Administration Central Federal Lands Highway Div.

Attn: Construction Office 12300 W. Dakota Ave, Suite 167

CFLHD-CO

Lakewood CO 80228-2583

Kevin R. Black

28. NEGOTIATED AGREEMENT 29. AWARD

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, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

A-2

A-3

Block 9: FOR GENERAL INFORMATION: Call 720-963-3353 or 720-963-3354 from the hours of 6 a.m. to 4 p.m. (mountain time) or e-mail us at CFLContracts@fhwa.dot.gov.

FOR TECHNICAL INFORMATION (plans and specifications): Questions must be submitted in writing by e-mail at CFLContracts@fhwa.dot.gov or by fax to 720-963-3360.

FOR PHYSICAL DATA: The following data is available electronically at www.cflhd.gov/procurement/construction/advertised-projects.cfm :

• Final Geotechnical and Pavement Report, with Addendum

• Earthwork Summary (GEOPAK earthwork runs)

Block 11: COMPLETION DATE: Work shall be completed on or before the date specified in Subsection

108.04 of the SCRs.

Block 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.

Block 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.

Block 24: SUBMITTING INVOICES: See Subsection 109.08 Progress Payments of the FP.

ESTIMATED PRICE: The price range of the Schedule C is between $12 million and $16 million

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: Before preparing the bid, carefully read the Solicitation Provisions.

This Bid Proposal is comprised of three schedules as follows:

Schedule A – Road reconstruction, grading, drainage, asphalt surfacing, and guardrail replacement on 11.269 miles of roadway.

Schedule B - Road reconstruction, grading, drainage, asphalt surfacing, and guardrail replacement on 11.960 miles of roadway.

Schedule C - Road reconstruction, grading, drainage, asphalt surfacing, and guardrail replacement on 12.946 miles of roadway.

• Insert a numeric unit price for each pay item for which a quantity appears in Bid Schedule A, B, and C.

• 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 price, insert an amount for each lump sum pay item.

• Total all amounts bid for each pay item and show the Total on line provided on Page A-12 for Schedule A; Page A-21 for Schedule B; and Page A-31 for Schedule C.

• Complete the Summary Sheet on Page A-32.

Evaluation Factors for Award

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

Evaluation for award of a contract will consist of Schedule C. If funds are not available to award Schedule C, Schedule B will be evaluated. If funds are not available to award Schedule B, Schedule A will be evaluated. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.

BID SCHEDULE

A

AZ PFH 3-1(1)

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

A- 5

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

EACH $_______________ $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

29.0

ACRE $_______________ $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

19,500

LNFT $_______________ $___________________

15705-0800 SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

LNFT $_______________ $___________________

15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

3,100

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15801-0000 WATERING FOR DUST CONTROL

5,500

MGAL $_______________ $___________________

Project: AZ PFH 3-1(1)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 6

20101-0000 CLEARING AND GRUBBING

35.0

ACRE $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL Lump Sum $___________________

20402-0000 SUBEXCAVATION

1,000

CUYD $_______________ $___________________

20420-0000 EMBANKMENT CONSTRUCTION

100,000

CUYD $_______________ $___________________

20435-2000 BACKFILL, GRANULAR

1,000

CUYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25101-4000 PLACED RIPRAP, CLASS 4

CUYD $_______________ $___________________

30101-0000 AGGREGATE BASE

18,300

TON $_______________ $___________________

30306-4000 PULVERIZING, 8-INCH DEPTH

51,700

SQYD $_______________ $___________________

30606-0000 MAGNESIUM CHLORIDE

TON $_______________ $___________________

40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

18,000

TON $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 7

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40301-0500 HOT ASPHALT CONCRETE PAVEMENT, GRADING E

1,550

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41101-3000 PRIME COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

60101-0000 CONCRETE

CUYD $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0900 30-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1200 48-INCH PIPE CULVERT

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 8

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

EACH $_______________ $___________________

60220-3050 10 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60405-0000 MANHOLE ADJUSTMENT

EACH $_______________ $___________________

61102-3750 12-INCH WATERLINE, DUCTILE IRON

1,150

LNFT $_______________ $___________________

61108-1000 ADJUST WATER VALVE

EACH $_______________ $___________________

61108-3000 ADJUST WATER METER

EACH $_______________ $___________________

61701-1850 GUARDRAIL SYSTEM G4, TYPE 4, CLASS A WOOD POSTS

15,900

LNFT $_______________ $___________________

61702-0800 TERMINAL SECTION TYPE TANGENT

EACH $_______________ $___________________

61703-1000 TERMINAL END, TYPE FLARED END SECTION

EACH $_______________ $___________________

61921-1000 REMOVE AND RESET FENCE

LNFT $_______________ $___________________

62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 9

62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY

BUCKET, 12-INCH WIDTH

HOUR $_______________ $___________________

62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

HOUR $_______________ $___________________

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

HOUR $_______________ $___________________

62407-0000 PLACING CONSERVED TOPSOIL

14,300

CUYD $_______________ $___________________

62510-2000 SEEDING, HYDRAULIC METHOD

29.0

ACRE $_______________ $___________________

62515-2000 MULCHING, HYDRAULIC METHOD

29.0

ACRE $_______________ $___________________

62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

22,250

SQYD $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 10

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

63308-3000 OBJECT MARKER, TYPE 3

EACH $_______________ $___________________

63309-0000 DELINEATOR

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63405-0050 PAVEMENT MARKINGS, SYMBOLS

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

EACH $_______________ $___________________

63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

EACH $_______________ $___________________

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 11

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN

EACH $_______________ $___________________

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

EACH $_______________ $___________________

63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH

CUSHION

EACH $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

16,500

LNFT $_______________ $___________________

63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

65,500

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

3.8

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

7,500

HOUR $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,000

HOUR $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 12

63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

WEEK $_______________ $___________________

63610-2800 CONDUIT, 4-INCH, PVC

13,600

LNFT $_______________ $___________________

64603-0500 FIXTURE, BICYCLE STORAGE RACK

EACH $_______________ $___________________

64620-0400 REMOVE AND RESET MAILBOX

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: AZ PFH 3-1(1)

B

A- 13

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

EACH $_______________ $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

33.0

ACRE $_______________ $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

22,100

LNFT $_______________ $___________________

15705-0800 SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

LNFT $_______________ $___________________

15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

4,100

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPE D

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

Bid Schedule B

Estimated Quantity Unit Bid Price Amount Bid

A- 14

15801-0000 WATERING FOR DUST CONTROL

6,500

MGAL $_______________ $___________________

20101-0000 CLEARING AND GRUBBING

38.0

ACRE $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL Lump Sum $___________________

20402-0000 SUBEXCAVATION

1,500

CUYD $_______________ $___________________

20420-0000 EMBANKMENT CONSTRUCTION

110,000

CUYD $_______________ $___________________

20435-2000 BACKFILL, GRANULAR

1,500

CUYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25101-4000 PLACED RIPRAP, CLASS 4

CUYD $_______________ $___________________

30101-0000 AGGREGATE BASE

20,900

TON $_______________ $___________________

30306-4000 PULVERIZING, 8-INCH DEPTH

64,400

SQYD $_______________ $___________________

30606-0000 MAGNESIUM CHLORIDE

TON $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 15

40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

23,000

TON $_______________ $___________________

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40301-0500 HOT ASPHALT CONCRETE PAVEMENT, GRADING E

1,550

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41101-3000 PRIME COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

60101-0000 CONCRETE

CUYD $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0900 30-INCH PIPE CULVERT

LNFT $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 16

60201-1200 48-INCH PIPE CULVERT

LNFT $_______________ $___________________

60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

EACH $_______________ $___________________

60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT

EACH $_______________ $___________________

60220-1750 8 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60220-3050 10 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60403-0000 INLET

EACH $_______________ $___________________

60405-0000 MANHOLE ADJUSTMENT

EACH $_______________ $___________________

60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

5,550

LNFT $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 17

61102-3750 12-INCH WATERLINE, DUCTILE IRON

1,150

LNFT $_______________ $___________________

61108-1000 ADJUST WATER VALVE

EACH $_______________ $___________________

61108-3000 ADJUST WATER METER

EACH $_______________ $___________________

61202-0700 8-INCH SEWER LINE, PLASTIC

LNFT $_______________ $___________________

61203-0000 MANHOLE, SANITARY SEWER

EACH $_______________ $___________________

61502-1000 DRIVE PAD, CONCRETE

SQYD $_______________ $___________________

61701-1850 GUARDRAIL SYSTEM G4, TYPE 4, CLASS A WOOD POSTS

15,900

LNFT $_______________ $___________________

61702-0800 TERMINAL SECTION TYPE TANGENT

EACH $_______________ $___________________

61703-1000 TERMINAL END, TYPE FLARED END SECTION

EACH $_______________ $___________________

61921-1000 REMOVE AND RESET FENCE

LNFT $_______________ $___________________

62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY

BUCKET, 12-INCH WIDTH

HOUR $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 18

62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

HOUR $_______________ $___________________

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

HOUR $_______________ $___________________

62407-0000 PLACING CONSERVED TOPSOIL

16,500

CUYD $_______________ $___________________

62510-2000 SEEDING, HYDRAULIC METHOD

33.0

ACRE $_______________ $___________________

62515-2000 MULCHING, HYDRAULIC METHOD

33.0

ACRE $_______________ $___________________

62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

26,700

SQYD $_______________ $___________________

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 19

63308-3000 OBJECT MARKER, TYPE 3

EACH $_______________ $___________________

63309-0000 DELINEATOR

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63405-0050 PAVEMENT MARKINGS, SYMBOLS

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

EACH $_______________ $___________________

63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

EACH $_______________ $___________________

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

EACH $_______________ $___________________

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 20

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

EACH $_______________ $___________________

63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH

CUSHION

EACH $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

20,500

LNFT $_______________ $___________________

63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

80,000

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,100

SQFT $_______________ $___________________

63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

4.5

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

10,000

HOUR $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,750

HOUR $_______________ $___________________

63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

WEEK $_______________ $___________________

63610-2800 CONDUIT, 4-INCH, PVC

15,750

LNFT $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 21

64603-0500 FIXTURE, BICYCLE STORAGE RACK

EACH $_______________ $___________________

64620-0400 REMOVE AND RESET MAILBOX

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: AZ PFH 3-1(1)

C

A- 22

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

EACH $_______________ $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

40.0

ACRE $_______________ $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

26,200

LNFT $_______________ $___________________

15705-0800 SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

LNFT $_______________ $___________________

15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

5,800

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPE D

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

Bid Schedule C

Estimated Quantity Unit Bid Price Amount Bid

A- 23

15801-0000 WATERING FOR DUST CONTROL

7,350

MGAL $_______________ $___________________

20101-0000 CLEARING AND GRUBBING

44.0

ACRE $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL Lump Sum $___________________

20402-0000 SUBEXCAVATION

2,000

CUYD $_______________ $___________________

20420-0000 EMBANKMENT CONSTRUCTION

112,000

CUYD $_______________ $___________________

20435-2000 BACKFILL, GRANULAR

2,000

CUYD $_______________ $___________________

25101-1000 PLACED RIPRAP, CLASS 1

CUYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25101-4000 PLACED RIPRAP, CLASS 4

CUYD $_______________ $___________________

30101-0000 AGGREGATE BASE

23,700

TON $_______________ $___________________

30306-4000 PULVERIZING, 8-INCH DEPTH

71,700

SQYD $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 24

30606-0000 MAGNESIUM CHLORIDE

TON $_______________ $___________________

40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

28,000

TON $_______________ $___________________

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40301-0500 HOT ASPHALT CONCRETE PAVEMENT, GRADING E

2,200

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41101-3000 PRIME COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

SQYD $_______________ $___________________

60101-0000 CONCRETE

CUYD $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 25

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0900 30-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1200 48-INCH PIPE CULVERT

LNFT $_______________ $___________________

60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

EACH $_______________ $___________________

60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT

EACH $_______________ $___________________

60220-0600 5 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60220-1750 8 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60220-3050 10 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 26

60403-0000 INLET

EACH $_______________ $___________________

60404-1000 CATCH BASIN, TYPE 1

EACH $_______________ $___________________

60405-0000 MANHOLE ADJUSTMENT

EACH $_______________ $___________________

60901-1000 CURB, CONCRETE, 12-INCH DEPTH

7,160

LNFT $_______________ $___________________

60906-1000 GUTTER, CONCRETE

SQYD $_______________ $___________________

61102-3750 12-INCH WATERLINE, DUCTILE IRON

1,250

LNFT $_______________ $___________________

61108-1000 ADJUST WATER VALVE

EACH $_______________ $___________________

61108-3000 ADJUST WATER METER

EACH $_______________ $___________________

61202-0700 8-INCH SEWER LINE, PLASTIC

LNFT $_______________ $___________________

61203-0000 MANHOLE, SANITARY SEWER

EACH $_______________ $___________________

61501-0100 SIDEWALK, CONCRETE

SQYD $_______________ $___________________

61501-0800 SIDEWALK, AGGREGATE

2,500

SQYD $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 27

61501-1100 SIDEWALK, ASPHALT

SQYD $_______________ $___________________

61502-1000 DRIVE PAD, CONCRETE

SQYD $_______________ $___________________

61504-1000 ACCESSIBILITY RAMP, CONCRETE

SQYD $_______________ $___________________

61701-1850 GUARDRAIL SYSTEM G4, TYPE 4, CLASS A WOOD POSTS

15,900

LNFT $_______________ $___________________

61702-0800 TERMINAL SECTION TYPE TANGENT

EACH $_______________ $___________________

61703-1000 TERMINAL END, TYPE FLARED END SECTION

EACH $_______________ $___________________

61921-1000 REMOVE AND RESET FENCE

LNFT $_______________ $___________________

62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY

BUCKET, 12-INCH WIDTH

HOUR $_______________ $___________________

62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 28

62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

HOUR $_______________ $___________________

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

HOUR $_______________ $___________________

62407-0000 PLACING CONSERVED TOPSOIL

19,375

CUYD $_______________ $___________________

62510-2000 SEEDING, HYDRAULIC METHOD

40.0

ACRE $_______________ $___________________

62515-2000 MULCHING, HYDRAULIC METHOD

40.0

ACRE $_______________ $___________________

62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

27,200

SQYD $_______________ $___________________

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

63308-3000 OBJECT MARKER, TYPE 3

EACH $_______________ $___________________

63309-0000 DELINEATOR

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 29

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63405-0050 PAVEMENT MARKINGS, SYMBOLS

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

1,000

EACH $_______________ $___________________

63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

EACH $_______________ $___________________

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

EACH $_______________ $___________________

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN

EACH $_______________ $___________________

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

EACH $_______________ $___________________

63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH

CUSHION

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 30

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

1,100

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

25,000

LNFT $_______________ $___________________

63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

97,500

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,250

SQFT $_______________ $___________________

63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

5.3

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

11,500

HOUR $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

2,100

HOUR $_______________ $___________________

63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

WEEK $_______________ $___________________

63610-2800 CONDUIT, 4-INCH, PVC

18,000

LNFT $_______________ $___________________

63621-1000 UTILITY BOX, PULLBOX

EACH $_______________ $___________________

64603-0500 FIXTURE, BICYCLE STORAGE RACK

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

Estimated Quantity Unit Bid Price Amount Bid

A- 31

64620-0400 REMOVE AND RESET MAILBOX

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: AZ PFH 3-1(1)

A-32

BID SUMMARY

for

FLAGSTAFF-CLINTS WELL ROAD

Schedule A $______________

Schedule B $______________

Schedule C $______________

--------------------------------------------BID ALTERNATIVE------------------------------------------

Schedule A - Alternative Bid Item 15401-0000, Contractor Testing, Using Government Furnished Field Laboratory $______________

Schedule B - Alternative Bid Item

Schedule C - Alternative Bid Item

A-33

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UND…