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Attached to: RECOVERY - AZ PRA CACH 10(2) Federal contract opportunity
Solicitation number: DTFH68-10-B-00008
Issued by: Department of Transportation Federal Highway Administration

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Invitation for Bid (includes project specifications)

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INVITATION FOR BID

SOLICITATION NUMBER: DTFH68-10-B-00008

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: AZ PRA CACH 10(2)

PROJECT NAME: SOUTH RIM DRIVE

This solicitation cites Standard Specifications for Construction of Roads and Bridges

On Federal Highway Projects, FP-03, Metric Units

ISSUING OFFICE:

BID OPENING DATE:

April 8, 2010

U.S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: www.cflhd.gov E-mail: CFLContracts@fhwa.dot.gov

PROJECT AZ PRA CACH 10(2),

South Rim Drive

LOCATION Canyon De Chelly National Monument

COUNTY Apache

STATE Arizona

LENGTH Schedule A: 8.504 km Schedule B: 12.564 km Schedule C: 16.881 km Option 1: 8.383 km Option 2: 0.508 km Option 3: 1.783 km

TYPE OF IMPROVEMENT Pulverize existing pavement, asphalt pavement overlay, drainage improvements grading and other miscellaneous improvements

TABLE OF CONTENTS

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

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

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

Bid Bond .........................................................................................................................B-1

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

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

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

Division 100.....................................................................................................................E-2 Division 150...................................................................................................................E-19 Division 200...................................................................................................................E-41 Division 300...................................................................................................................E-43 Division 400...................................................................................................................E-46 Division 500....................................................................................................................N/A Division 600...................................................................................................................E-62 Division 700...................................................................................................................E-75

APPENDICES

NPDES (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

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, Block 8). Please submit the following with your bid:

Pages A-1 and A-2 (SF-1442, Solicitation, Offer & Award) Pages A-6 through A-44 Pages B-1 through B-10 FAR Provision 52.209-5 Certification Regarding Responsibility Matters, starting on Page B-8 HUBZone small business concerns electing to waive the evaluation preference, complete

52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, starting on Page C-5

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.cflhd.gov/procurement/construction/advertised-projects.cfm and viewed and downloaded by individual sections or as the entire plan set 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 Metric Units (FP).

FP-03, Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, 2003, Metric, 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 Bob Rosenblatt at Mercury LDO, telephone number 303- 210-8639 or email brosenblatt@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/.

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.

A-ii

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-1. 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.

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).

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON MONDAY, APRIL 5, 2010.

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) 382-8998

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.

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.

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH68-10-B-00008

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

March 9, 2010

PAGE OF

PAGES

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

4. CONTRACT NO.

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

AZ PRA CACH 10(2), South Rim Drive

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:

Federal Highway Administration - Arizona Division Attn: Rosa Wilson 4000 N. Central Avenue, Suite 1500 Phoenix, Arizona 85012-1906

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:

CONSTRUCTION OF AZ PRA CACH 10(2), SOUTH RIM DRIVE, 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 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 1:00 p.m.

local time on April 8, 2010. 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(d)

A-2

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

OFFEROR (Must be fully completed by offeror)

15. TELEPHONE NO. (Include area code)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

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

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

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

31C. AWARD DATE

A-

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

Block 9: FOR GENERAL INFORMATION: Call 720-963-3090 or e-mail us at

CFLContracts@dot.gov.

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

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

Pavement Report, August 2004, Report 04-15 and the Revised Pavement Structural Section

Recommendation, dated November 18, 2008

Earthwork Summary

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

108.01 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 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO ACKNOWLEDGE

AMENDMENTS 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 and/or http://www.cflhd.gov/procurement/construction/advertised-projects.cfm.

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

ESTIMATED PRICE: The price range of the project work is between $6 and $12 million

Bid Schedule Instructions

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

This Invitation for Bid is for pulverizing existing pavement, asphalt pavement overlay, drainage improvements, grading, and other miscellaneous improvements on the following lengths of roadway:

Schedule A: 8.504 km Schedule B: 12.564 km Schedule C: 16.881 km Option 1: 8.383 km Option 2: 0.508 km Option 3: 2.783 km

Insert a numeric unit price for each pay item for which a quantity appears in Bid Schedules A, B, and C and Options 1,2, and 3.

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-14 for Schedule A; Page A-23 for Schedule B; Page A-32 for Schedule C; Page A-34 for Option 1;

Page A-37 for Option 2; and Page A-40 for Option 3.

Complete the Summary Sheet on Page A-41.

Pay Item 15401-0000 Contractor testing - Bidders must provide prices on two, alternative Contractor Testing pay items in two different places in the bid.

On Page A-6 of Schedule A, bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory. As part of Schedule A, the price for this alternative item will be included in the "Schedule A Total" lines on Page A-14 and A-41, therefore, included in the evaluation for award.

Bidders must also provide a stand alone price on the bottom of Page A-14 for the alternative item, Contractor Testing using a Government-furnished field laboratory. This price will not be factored into the evaluation for award.

Schedules B and C also require the two prices in the same manner described for Schedule A.

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

Evaluation Factors for Award

To be eligible for award of contract, the offeror shall submit prices for each bid item in Schedules A, B, and C, and Options 1, 2, and 3 necessary to complete all contract work.

Evaluation for award of a contract will consist of Schedule C, Options 1, 2, and 3. If funds are not available to award at least Schedule C, then Schedule B, Options 1, 2, and 3 will be evaluated. If funds are not available to award at least Schedule B, then Schedule A, Options 1, 2, and 3 will be evaluated.

Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.

Evaluation of the options does not obligate the Government to exercise any or all of the options (FAR Provision 52.217-5, Evaluation of Options, July 1991). The Government reserves the right to exercise any or all of the options, depending on available funds, at award or no later than 60 days after contract award (FAR Clause 52.217-7, Option for Increased Quantity – Separately Priced Line Item, March 1989).

Schedule A

AZ PRA CACH 10(2)

Project: PRA-CACH 10(2)

CANYON DE CHELLY NATIONAL MONUMENT - SCHEDULE A

A- 6

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 $___________________

15401-0000 Contractor testing - using a Contractor Furnished Field Laboratory ALL Lump Sum $___________________

15501-0000 Construction schedule ALL Lump Sum $___________________

15705-0100 Soil erosion control, silt fence 1,700 m $_______________ $___________________ 15705-1400 Soil erosion control, sediment log m $_______________ $___________________

15706-1600 Soil erosion control, stabilized construction entrance Each $_______________ $___________________

15801-0000 Watering for dust control m3 $_______________ $___________________ 20103-0000 Clearing and grubbing

5,100 m2 $_______________ $___________________

20220-1000 Removal, individual tree Each $_______________ $___________________

20301-0200 Removal of boulder Each $_______________ $___________________

Project: PRA-CACH 10(2)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 7

20301-0600 Removal of cattle guard Each $_______________ $___________________

20301-1100 Removal of gate Each $_______________ $___________________

20301-1400 Removal of inlet Each $_______________ $___________________

20301-1900 Removal of pipe culvert Each $_______________ $___________________

20301-2000 Removal of pipe end section Each $_______________ $___________________

20301-2400 Removal of sign Each $_______________ $___________________

20302-0300 Removal of curb and gutter, concrete m $_______________ $___________________ 20302-0400 Removal of curb, asphalt

2,500 m $_______________ $___________________

20302-0800 Removal of fence, barbed wire m $_______________ $___________________ 20302-1200 Removal of guardrail m $_______________ $___________________

20302-2000 Removal of paved waterway, stone m $_______________ $___________________

20303-3200 Removal of sidewalk, concrete m2 $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 8

20310-1000 Plug, existing pipe Each $_______________ $___________________

20315-0000 Sawcutting pavement m $_______________ $___________________ 20401-0000 Roadway excavation

1,200 m3 $_______________ $___________________

20402-0000 Subexcavation m3 $_______________ $___________________ 20403-0000 Unclassified borrow

5,400 m3 $_______________ $___________________

21101-1000 Roadway obliteration, method 1 m2 $_______________ $___________________ 25101-2000 Placed riprap, class 2 m3 $_______________ $___________________

25126-0000 Remove and reset boulder Each $_______________ $___________________

30302-1000 Ditch reconditioning 3,100 m $_______________ $___________________ 30303-1000 Roadbed reconditioning m2 $_______________ $___________________

30306-2000 Pulverizing, 100mm depth 86,500 m2 $_______________ $___________________ 30802-2000 Roadway aggregate, method 2

13,750 t $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 9

40101-0600 Superpave pavement, 12.5mm nominal maximum size aggregate, 0.3 to <3 million

ESAL

23,000 t $_______________ $___________________

40105-3000 Antistrip additive, type 3 t $_______________ $___________________ 40401-0000 Minor hot asphalt concrete t $_______________ $___________________

40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t $_______________ $___________________ 41101-0000 Prime coat t $_______________ $___________________

41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h t $_______________ $___________________ 41301-0000 Asphalt pavement milling

2,000 m2 $_______________ $___________________

60101-0000 Concrete m3 $_______________ $___________________

60201-0400 300mm pipe culvert m $_______________ $___________________ 60201-0600 450mm pipe culvert m $_______________ $___________________

60201-0800 600mm pipe culvert m $_______________ $___________________ 60210-0400 End section for 300mm pipe culvert (Asphalt Coated)

Each $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 10

60210-0600 End section for 450mm pipe culvert (Asphalt Coated) Each $_______________ $___________________

60210-0800 End section for 600mm pipe culvert (Asphalt Coated) Each $_______________ $___________________

60704-0000 Cleaning culvert in place Each $_______________ $___________________

60802-0500 Paved waterway, type 5 m $_______________ $___________________ 60901-2300 Curb, asphalt, 150mm depth

2,700 m $_______________ $___________________

60902-1000 Curb and gutter, concrete, 300mm depth 1,500 m $_______________ $___________________ 60908-1000 Paved ditch, asphalt

1,300 m2 $_______________ $___________________

60925-0000 Bed course material m3 $_______________ $___________________ 61110-1000 Irrigation system

ALL Lump Sum $___________________ 61501-0100 Sidewalk, concrete m2 $_______________ $___________________

61504-1000 Accessibility ramp, concrete m2 $_______________ $___________________

61701-2000 Guardrail system G4, type 4, class B wood posts m $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 11

61702-0400 Terminal section, type G4-CRT Each $_______________ $___________________

61702-0800 Terminal section type tangent Each $_______________ $___________________

61901-0900 Fence, barbed wire, 4 strand 35,300 m $_______________ $___________________ 61901-1000 Fence, barbed wire, 5 strand m $_______________ $___________________

61902-1400 Gate, metal, 4800mm width Each $_______________ $___________________

61902-2200 Gate, metal, 10200mm width Each $_______________ $___________________

61903-0400 Cattle guard, 5400mm Each $_______________ $___________________

61904-0000 Bollard post Each $_______________ $___________________

61920-2000 Remove and reset gate Each $_______________ $___________________

61921-1000 Remove and reset fence m $_______________ $___________________ 62201-0050 Dump truck, 5 cubic meter minimum capacity

Hour $_______________ $___________________

62201-0400 Backhoe loader, 60 liter minimum rated capacity bucket, 300mm width Hour $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 12

62201-2050 Roller Hour $_______________ $___________________

62201-2850 Motor grader, 3.6 meter minimum blade Hour $_______________ $___________________

62202-1000 Materials transfer vehicle ALL Lump Sum $___________________

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 1,100 m3 $_______________ $___________________ 62510-1000 Seeding, dry method

1.0 ha $_______________ $___________________

63301-0000 Sign system Each $_______________ $___________________

63308-2000 Object marker, type 2 Each $_______________ $___________________

63309-0100 Delineator, type 1 Each $_______________ $___________________

63313-0000 Rumble strip m $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 13

63316-1000 Remove and reset sign Each $_______________ $___________________

63316-1000 Remove and reset sign (masonry) Each $_______________ $___________________

63404-0100 Pavement markings, type A 1,400

L $_______________ $___________________ 63405-3700 Pavement markings, type J, turn arrow

Each $_______________ $___________________

63405-3750 Pavement markings, type J, straight arrow Each $_______________ $___________________

63405-4050 Pavement markings, type J, accessibility symbol Each $_______________ $___________________

63502-0500 Temporary traffic control, barricade type 2 Each $_______________ $___________________

63502-0600 Temporary traffic control, barricade type 3 Each $_______________ $___________________

63502-0700 Temporary traffic control, cone Each $_______________ $___________________

63502-1300 Temporary traffic control, drum Each $_______________ $___________________

63502-1500 Temporary traffic control, warning light type A Each $_______________ $___________________

63502-1600 Temporary traffic control, warning light type B Each $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 14

63502-1700 Temporary traffic control, warning light type C Each $_______________ $___________________

63504-1000 Temporary traffic control, construction sign m2 $_______________ $___________________

63505-1000 Temporary traffic control, pavement markings 12.000 km $_______________ $___________________ 63506-0500 Temporary traffic control, flagger

1,000 Hour $_______________ $___________________

63506-0600 Temporary traffic control, pilot car Hour $_______________ $___________________

63602-6000 System installation, traffic detector system Each $_______________ $___________________

64603-0800 Fixture, kiosk Each $_______________ $___________________

64604-1000 Fixture, handrail m $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PRA-CACH 10(2)

CANYON DE CHELLY NATIONAL MONUMENT - SCHEDULE A

Bid Schedule A

BID SCHEDULE A ALTERNATIVE BID

ITEM 15401-0000, CONTRACTOR TESTING,

USING GOVERNMENT FURNISHED FIELD

LABORATORY $_________________

Schedule B

Project: PRA-CACH 10(2)

CANYON DE CHELLY NATIONAL MONUMENT - SCHEDULE B

A- 15

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 $___________________

15401-0000 Contractor testing - using a Contractor Furnished Field Laboratory ALL Lump Sum $___________________

15501-0000 Construction schedule ALL Lump Sum $___________________

15705-0100 Soil erosion control, silt fence 1,700 m $_______________ $___________________ 15705-1400 Soil erosion control, sediment log m $_______________ $___________________

15706-1600 Soil erosion control, stabilized construction entrance Each $_______________ $___________________

15801-0000 Watering for dust control m3 $_______________ $___________________ 20103-0000 Clearing and grubbing

5,100 m2 $_______________ $___________________

20220-1000 Removal, individual tree Each $_______________ $___________________

20301-0200 Removal of boulder Each $_______________ $___________________

Project: PRA-CACH 10(2)

Bid Schedule B

Estimated Quantity Unit Bid Price Amount Bid

A- 16

20301-0600 Removal of cattle guard Each $_______________ $___________________

20301-1100 Removal of gate Each $_______________ $___________________

20301-1400 Removal of inlet Each $_______________ $___________________

20301-1900 Removal of pipe culvert Each $_______________ $___________________

20301-2000 Removal of pipe end section Each $_______________ $___________________

20301-2400 Removal of sign Each $_______________ $___________________

20302-0300 Removal of curb and gutter, concrete m $_______________ $___________________ 20302-0400 Removal of curb, asphalt

3,350 m $_______________ $___________________

20302-0800 Removal of fence, barbed wire m $_______________ $___________________ 20302-1200 Removal of guardrail m $_______________ $___________________

20302-2000 Removal of paved waterway, stone m $_______________ $___________________

20303-3200 Removal of sidewalk, concrete m2 $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 17

20310-1000 Plug, existing pipe Each $_______________ $___________________

20315-0000 Sawcutting pavement m $_______________ $___________________ 20401-0000 Roadway excavation

1,200 m3 $_______________ $___________________

20402-0000 Subexcavation m3 $_______________ $___________________ 20403-0000 Unclassified borrow

5,400 m3 $_______________ $___________________

21101-1000 Roadway obliteration, method 1 m2 $_______________ $___________________ 25101-2000 Placed riprap, class 2 m3 $_______________ $___________________

25126-0000 Remove and reset boulder Each $_______________ $___________________

30302-1000 Ditch reconditioning 3,900 m $_______________ $___________________ 30303-1000 Roadbed reconditioning m2 $_______________ $___________________

30306-2000 Pulverizing, 100mm depth 103,400 m2 $_______________ $___________________ 30802-2000 Roadway aggregate, method 2

19,650 t $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 18

40101-0600 Superpave pavement, 12.5mm nominal maximum size aggregate, 0.3 to <3 million

ESAL

31,500 t $_______________ $___________________

40105-3000 Antistrip additive, type 3 t $_______________ $___________________ 40401-0000 Minor hot asphalt concrete

1,075 t $_______________ $___________________

40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t $_______________ $___________________ 41101-0000 Prime coat t $_______________ $___________________

41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h t $_______________ $___________________ 41301-0000 Asphalt pavement milling

2,000 m2 $_______________ $___________________

60101-0000 Concrete m3 $_______________ $___________________

60201-0400 300mm pipe culvert m $_______________ $___________________ 60201-0600 450mm pipe culvert m $_______________ $___________________

60201-0800 600mm pipe culvert m $_______________ $___________________ 60210-0400 End section for 300mm pipe culvert (Asphalt Coated)

Each $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 19

60210-0600 End section for 450mm pipe culvert (Asphalt Coated) Each $_______________ $___________________

60210-0800 End section for 600mm pipe culvert (Asphalt Coated) Each $_______________ $___________________

60704-0000 Cleaning culvert in place Each $_______________ $___________________

60802-0500 Paved waterway, type 5 m $_______________ $___________________ 60901-2300 Curb, asphalt, 150mm depth

3,500 m $_______________ $___________________

60902-1000 Curb and gutter, concrete, 300mm depth 1,500 m $_______________ $___________________ 60908-1000 Paved ditch, asphalt

1,300 m2 $_______________ $___________________

60925-0000 Bed course material m3 $_______________ $___________________ 61110-1000 Irrigation system

ALL Lump Sum $___________________ 61501-0100 Sidewalk, concrete m2 $_______________ $___________________

61504-1000 Accessibility ramp, concrete m2 $_______________ $___________________

61701-2000 Guardrail system G4, type 4, class B wood posts m $_______________ $___________________

Project: PRA-CACH 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 20