6982AF20B000036.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF20B000036

SOLICITATION TYPE: FULL AND OPEN COMPETITION

PROJECT NUMBER: CO FTNP MEVE 100(1) & 101(1)

PROJECT NAME: CLIFF PALACE & MESA TOP LOOP ROADS

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: https://highways.dot.gov/federal-lands E-mail: CFLContracts@dot.gov https://highways.dot.gov/federal-lands mailto:CFLContracts@dot.gov

PROJECT CO FTNP MEVE 100(1) & 101(1)

LOCATION MESA VERDE NATIONAL PARK

COUNTY MONTEZUMA

STATE COLORADO

LENGTH SCHEDULE A: 4.17 MILES

OPTION W: 4.41 MILES

OPTION X: 0.22 MILES

OPTION Y: CULVERT REPLACEMENTS

OPTION Z: SLOPE SCALING &

SUBEXCAVATION

TYPE OF IMPROVEMENT ROAD REHABILITATION, ROAD

WIDENING, DRAINAGE,

PULVERIZATION, AGGREGATE BASE,

ASPHALT, ROAD RECONSTRUCTION,

GRADING, CULVERT REPLACEMENTS,

SLOPE SCALING AND SUBEXCAVATION

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-5

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

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

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

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

Division 150 ................................................................................................................... E-17

Division 200 ................................................................................................................... E-28

Division 300 ................................................................................................................... E-32

Division 400 ................................................................................................................... E-34

Division 500 ................................................................................................................. ...N/A

Division 600 ................................................................................................................... E-42

Division 700 ................................................................................................................... E-55

APPENDICES

Appendix A .............................................................................................................Fire Plan

Appendix B ................................Structural Calculations For Balcony House Shade Shelter

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard

Specification for Construction of Roads and Bridges on Federal Highway Projects

Appendix C ....................................................................Water Quality Report (404 Permit)

Appendix D ........................................................................... ...............Subcontracting Plan

NOTICE TO BIDDERS

A-i

PROJECT OVERVIEW

This project provides 3R rehabilitation treatment for routes to includes 4.23 miles of Cliff Palace and 4.7 miles of Mesa Top Loop roadway. The project will also be constructing a round-about intersection at the park entrance, rock scaling and roadway repairs on the entrance road, installation of culverts on a Park service road. The rehabilitation project consists of pulverizing the existing asphalt for additional base, concrete curb, drainage improvements, and repaving with approximately 4” of asphalt. The project will also be addressing grading side slopes due to additional pavement thickness along shoulders. Pullouts directly adjacent to the roadway will be treated as part of the project and repaved also.

I. PRE-BID INFORMATION

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

Bid Package–

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

• Indication of interest in formal Partnering, Page A-6

• Bid Schedule Pages A-7 through A-28

• Completed an applicable Authority to Bind certificate, pages A-29 through A-33

• Buy American Act & Hazardous Materials, Pages A-34 through A-35

• 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.

• 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.

A-ii

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

Please Note: U.S. Mailing providers such as: FedEx; UPS and USPS, have been experiencing a large volume due to COVID-19. Please plan the mailing of your bids accordingly. Late Bids will not be considered and processed in accordance with FAR provision 52.214-7.

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 https://beta.sam.gov and viewed by individual sections, downloaded by individual sections, or the entire plan set downloaded in a zip file. Physical data relevant to this solicitation may also be viewed or downloaded at the above site.

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

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

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

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

Notice of SAM Registration – you must be registered in the System for Award Management

(SAM) prior to submission of a bid in response to this solicitation. Failure to register prior to submission of a bid may require award to the next successful registered offeror. See FAR Subpart

4.1102. Register online at www.sam.gov.

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

Highway, Street & Bridge Construction with a small business size standard of $39.5 million. If your average annual gross receipts for the past 3 years are above $39.5 million, you are a large business for this solicitation. If they are below $39.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and

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

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

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: https://www.dol.gov/agencies/vets/contractor/instructions-for-electronic-submission-vets-4212-reports.

My firm had a qualifying Federal Contract in 2020 and has complied with the reporting requirements.

https://beta.sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov https://www.acquisition.gov/browse/index/far http://www.sam.gov/ http://www.sam.gov/

A-iii

My firm did not have a qualifying Federal Contract in 2020 and is therefore exempt from the reporting requirements

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

10% when the lowest, responsive and responsible bid is submitted by a large business and a bid is also received from a certified HUBZone small business concern (SBC). The 10% factor does not apply when lowest, responsive and responsible bid is submitted by a small business. 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;

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:

https://www.transportation.gov/content/office-small-and-disadvantaged-business-utilization.

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 DECEMBER 9, 2020

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at https://beta.sam.gov

Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce https://www.transportation.gov/content/office-small-and-disadvantaged-business-utilization https://beta.sam.gov/

A-iv

(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.

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 $1.5 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. 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) https://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 https://www.sam.gov.

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

A-v

See Appendix D for Sample Small Business Subcontracting Plan.

NOTE:

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

FHWA Small Business Subcontracting Goals (As of FY 2020)

Business Size Goal (%)

SB 48.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

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

Operations” (Contractors Daily Reports) and measurement notes (pay notes).

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

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

See Subsection 108.01.

A user guide, “EEBACS for Construction Contractors”, is available. An electronic version can be found at https://highways.dot.gov/federal-lands/estimates/eebacs-guide https://highways.dot.gov/federal-lands/estimates/eebacs-guide

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF20B000036

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

11/12/2020

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.

CO FTNP MEVE 100(1) & 101(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

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 12/15/20 (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.

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

STANDARD FORM 1442 (REV. 8/2014) BACK

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

□ 10 U.S.C. 2304(c)( ) □ 41 U.S.C. 3304(a)( )

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

BY

31C. AWARD

DATE

A-2

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

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

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

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

Item 12A: PERFORMANCE AND PAYMENT BONDS: See FAR Clause 52.228-15

Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-14.

Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee

(Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to https://beta.sam.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 $10 and $14 million.

A-3 https://beta.sam.gov/

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.

Pay Item 15401-0000, Contractor testing

Bidders must provide prices on alternative Contractor Testing pay items for EACH SCHEDULE and

OPTION.

Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory for each schedule. The price for this item will be included in the Construction Cost Total for each schedule and all totals on the Bid Summary, page A-28, therefore, included in the evaluation for award.

Bidders must also provide a stand alone price on the last page of each schedule for the alternative item, Contractor Testing using a Government-furnished field laboratory, at the end of each bid schedule. This price will not be factored into the evaluation for award.

The Government retains the discretion to award a contract which includes either of the alternative

Contractor Testing items at the respective bid price.

A-4

Basis for Award

To be eligible for award of contract, the offeror 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 90 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.

A-6

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

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

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

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

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

Bid Schedule

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

A-7

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15215-7000 SURVEY AND STAKING, PARKING AREA

4 EACH $____________ $____________

A0060 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

4.169 MILE $____________ $____________

A0080 15236-2000 SURVEY CONTROL, GRADE FINISHING

8.338 MILE $____________ $____________

A0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0160 15703-1500 SOIL EROSION CONTROL, TEMPORARY SOIL TACKIFIER

1.0 ACRE $____________ $____________

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

11,200 LNFT $____________ $____________

A0200 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

9 EACH $____________ $____________

A0220 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0240 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0260 20101-0000 CLEARING AND GRUBBING

10.0 ACRE $____________ $____________

A0280 20301-0700 REMOVAL OF DELINEATOR (OBJECT MARKER)

60 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

(Contractor-furnished Lab)

A-8

A0300 20301-1000 REMOVAL OF FRAME AND GRATE

9 EACH $____________ $____________

A0320 20301-1200 REMOVAL OF HEADWALL (SALVAGE HISTORIC)

3 EACH $____________ $____________

A0340 20301-2400 REMOVAL OF SIGN

20 EACH $____________ $____________

A0360 20302-0500 REMOVAL OF CURB, CONCRETE

4,680 LNFT $____________ $____________

A0380 20302-0700 REMOVAL OF FENCE

840 LNFT $____________ $____________

A0400 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

2,770 SQYD $____________ $____________

A0420 20401-0000 ROADWAY EXCAVATION

11,700 CUYD $____________ $____________

A0440 20425-1000 DITCH, EXCAVATION

15 LNFT $____________ $____________

A0460 20441-0000 WASTE

120 CUYD $____________ $____________

A0480 21101-1000 ROADWAY OBLITERATION, METHOD 1

900 SQYD $____________ $____________

A0500 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

6 CUYD $____________ $____________

A0520 25125-0000 BOULDER (GOVERNMENT FURNISHED)

85 EACH $____________ $____________

A0540 25126-0000 REMOVE AND RESET BOULDER

10 EACH $____________ $____________

A0560 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,600 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FTNP MEVE 100(1) & 101(1)

A-9

A0580 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

54,700 SQYD $____________ $____________

A0600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

10,870 TON $____________ $____________

A0640 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

115 TON $____________ $____________

A0680 40601-0000 FOG SEAL

22 TON $____________ $____________

A0700 41102-1000 PRIME COAT, METHOD 1

51,800 SQYD $____________ $____________

A0720 41105-0000 BLOTTER

75 TON $____________ $____________

A0740 41201-0000 TACK COAT

22 TON $____________ $____________

A0760 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

2,040 SQYD $____________ $____________

A0780 60201-0200 6-INCH PIPE CULVERT

15 LNFT $____________ $____________

A0800 60201-0600 18-INCH PIPE CULVERT

10 LNFT $____________ $____________

A0820 60405-0000 MANHOLE ADJUSTMENT

2 EACH $____________ $____________

A0840 60409-0000 INLET TOP, METAL FRAME AND GRATE (TYPE 5A)

9 EACH $____________ $____________

A0860 60506-0000 STANDARD OR GEOCOMPOSITE UNDERDRAIN SYSTEM

300 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FTNP MEVE 100(1) & 101(1)

A-10

A0880 60704-0000 CLEANING CULVERT IN PLACE

12 EACH $____________ $____________

A0900 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (REINFORCED, COLORED)

5,550 LNFT $____________ $____________

A0920 61501-0200 SIDEWALK, COLORED CONCRETE

2,960 SQYD $____________ $____________

A0940 61504-1000 ACCESSIBILITY RAMP, CONCRETE (COLORED)

145 SQYD $____________ $____________

A0960 61901-0000 FENCE (WOOD, 2 RAIL)

840 LNFT $____________ $____________

A0980 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A1000 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

20 HOUR $____________ $____________

A1020 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

A1040 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

A1060 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A1080 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A1100 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

A1120 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FTNP MEVE 100(1) & 101(1)

A-11

A1140 62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

1.0 ACRE $____________ $____________

A1160 62510-1000 SEEDING, DRY METHOD (BY HAND)

1.0 ACRE $____________ $____________

A1180 62515-2000 MULCHING, HYDRAULIC METHOD

1.0 ACRE $____________ $____________

A1200 63301-0000 SIGN SYSTEM

30 EACH $____________ $____________

A1220 63308-2000 OBJECT MARKER, TYPE 2

60 EACH $____________ $____________

A1240 63309-0100 DELINEATOR, TYPE 1

585 EACH $____________ $____________

A1260 63316-1000 REMOVE AND RESET SIGN

7 EACH $____________ $____________

A1280 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

24.5 MILE $____________ $____________

A1300 63405-0050 PAVEMENT MARKINGS, SYMBOLS

40 EACH $____________ $____________

A1320 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A1340 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

3 EACH $____________ $____________

A1360 63502-0800 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 18-INCH

50 EACH $____________ $____________

A1380 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1400 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

40 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FTNP MEVE 100(1) & 101(1)

A-12

A1420 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

350 LNFT $____________ $____________

A1440 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

800 HOUR $____________ $____________

A1460 64603-0300 FIXTURE, BENCH (GOVERNMENT FURNISHED)

16 EACH $____________ $____________

A1480 64603-1500 FIXTURE, SHELTER (GOVERNMENT FURNISHED)

2 EACH $____________ $____________

A1500 64605-0000 FIXTURE (GOVERNMENT FURNISHED LIGHTNING PROTECTION)

ALL LPSM $___LPSM_____ $____________

A1520 64605-0000 FIXTURE (CONCRETE FOOTINGS)

ALL LPSM $___LPSM_____ $____________

A1540 64620-0300 REMOVE AND RESET BENCH

15 EACH $____________ $____________

A1560 64620-0600 REMOVE AND RESET TRASH RECEPTACLE

20 EACH $____________ $____________

A1580 64620-1100 REMOVE AND RESET KIOSK

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

A0120 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

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

A-13

W0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

W0040 15215-1000 SURVEY AND STAKING, APPROACH ROAD

2 EACH $____________ $____________

W0060 15215-7000 SURVEY AND STAKING, PARKING AREA

8 EACH $____________ $____________

W0080 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

4.409 MILE $____________ $____________

W0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

8.818 MILE $____________ $____________

W0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

W0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

W0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

W0180 15703-1500 SOIL EROSION CONTROL, TEMPORARY SOIL TACKIFIER

1.3 ACRE $____________ $____________

W0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

14,940 LNFT $____________ $____________

W0220 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

1 EACH $____________ $____________

W0240 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

W0260 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

W0280 20101-0000 CLEARING AND GRUBBING

14.0 ACRE $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

A-14

W0300 20301-0700 REMOVAL OF DELINEATOR (OBJECT MARKER)

50 EACH $____________ $____________

W0320 20301-1000 REMOVAL OF FRAME AND GRATE

1 EACH $____________ $____________

W0340 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

W0360 20301-1200 REMOVAL OF HEADWALL (SALVAGE HISTORIC)

2 EACH $____________ $____________

W0380 20301-2400 REMOVAL OF SIGN

22 EACH $____________ $____________

W0400 20302-0400 REMOVAL OF CURB, ASPHALT

3,900 LNFT $____________ $____________

W0420 20302-0700 REMOVAL OF FENCE

810 LNFT $____________ $____________

W0440 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

3,050 SQYD $____________ $____________

W0460 20401-0000 ROADWAY EXCAVATION

12,200 CUYD $____________ $____________

W0480 20441-0000 WASTE

270 CUYD $____________ $____________

W0500 21101-1000 ROADWAY OBLITERATION, METHOD 1

420 SQYD $____________ $____________

W0520 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

35 CUYD $____________ $____________

W0540 25125-0000 BOULDER (GOVERNMENT FURNISHED)

80 EACH $____________ $____________

W0560 25126-0000 REMOVE AND RESET BOULDER

10 EACH $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

A-15

W0580 30202-2000 ROADWAY AGGREGATE, METHOD 2

3,250 TON $____________ $____________

W0600 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

51,170 SQYD $____________ $____________

W0620 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

11,550 TON $____________ $____________

W0660 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

118 TON $____________ $____________

W0700 40601-0000 FOG SEAL

25 TON $____________ $____________

W0720 41102-1000 PRIME COAT, METHOD 1

53,500 SQYD $____________ $____________

W0740 41105-0000 BLOTTER

75 TON $____________ $____________

W0760 41201-0000 TACK COAT

23 TON $____________ $____________

W0780 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

820 SQYD $____________ $____________

W0800 60201-0400 12-INCH PIPE CULVERT

6 LNFT $____________ $____________

W0820 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

W0840 60405-0000 MANHOLE ADJUSTMENT

2 EACH $____________ $____________

W0860 60409-0000 INLET TOP, METAL FRAME AND GRATE (TYPE 5A)

1 EACH $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

A-16

W0880 60704-0000 CLEANING CULVERT IN PLACE

8 EACH $____________ $____________

W0900 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (REINFORCED, COLORED)

5,180 LNFT $____________ $____________

W0920 61501-0200 SIDEWALK, COLORED CONCRETE

3,200 SQYD $____________ $____________

W0940 61504-1000 ACCESSIBILITY RAMP, CONCRETE (COLORED)

300 SQYD $____________ $____________

W0960 61901-0000 FENCE (WOOD, 2 RAIL)

915 LNFT $____________ $____________

W0980 61902-0000 GATE (ROAD CLOSURE)

2 EACH $____________ $____________

W1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

W1020 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

20 HOUR $____________ $____________

W1040 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

W1060 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

W1080 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

W1100 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

W1120 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

A-17

W1140 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

W1160 62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

1.3 ACRE $____________ $____________

W1180 62510-1000 SEEDING, DRY METHOD (BY HAND)

1.3 ACRE $____________ $____________

W1200 62515-2000 MULCHING, HYDRAULIC METHOD

1.3 ACRE $____________ $____________

W1220 63301-0000 SIGN SYSTEM

65 EACH $____________ $____________

W1240 63308-2000 OBJECT MARKER, TYPE 2

50 EACH $____________ $____________

W1260 63309-0100 DELINEATOR, TYPE 1

510 EACH $____________ $____________

W1280 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

W1300 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

27.7 MILE $____________ $____________

W1320 63405-0050 PAVEMENT MARKINGS, SYMBOLS

29 EACH $____________ $____________

W1340 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

W1360 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

3 EACH $____________ $____________

W1380 63502-0800 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 18-INCH

50 EACH $____________ $____________

W1400 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

350 LNFT $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

A-18

W1420 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

800 HOUR $____________ $____________

W1440 64620-0600 REMOVE AND RESET TRASH RECEPTACLE

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:W Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

W0140 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

A-19

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

X0060 15215-8000 SURVEY AND STAKING, INTERSECTION

1 EACH $____________ $____________

X0080 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0140 15703-1500 SOIL EROSION CONTROL, TEMPORARY SOIL TACKIFIER

0.5 ACRE $____________ $____________

X0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,850 LNFT $____________ $____________

X0180 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

2 EACH $____________ $____________

X0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0220 20101-0000 CLEARING AND GRUBBING

1.7 ACRE $____________ $____________

X0240 20301-1900 REMOVAL OF PIPE CULVERT

1 EACH $____________ $____________

X0260 20301-2400 REMOVAL OF SIGN

6 EACH $____________ $____________

X0280 20302-0500 REMOVAL OF CURB, CONCRETE

320 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

A-20

X0300 20420-0000 EMBANKMENT CONSTRUCTION

1,800 CUYD $____________ $____________

X0320 21101-1000 ROADWAY OBLITERATION, METHOD 1

290 SQYD $____________ $____________

X0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

8.0 CUYD $____________ $____________

X0360 25125-0000 BOULDER (GOVERNMENT FURNISHED)

10 EACH $____________ $____________

X0380 25126-0000 REMOVE AND RESET BOULDER

5 EACH $____________ $____________

X0400 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,900 TON $____________ $____________

X0420 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

1,100 TON $____________ $____________

X0460 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

11.0 TON $____________ $____________

X0480 40601-0000 FOG SEAL

2.2 TON $____________ $____________

X0500 41102-1000 PRIME COAT, METHOD 1

5,000 SQYD $____________ $____________

X0520 41105-0000 BLOTTER

7 TON $____________ $____________

X0540 41201-0000 TACK COAT

2.2 TON $____________ $____________

X0560 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH (COLORED)

320 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

A-21

X0580 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

70 LNFT $____________ $____________

X0600 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

2 EACH $____________ $____________

X0620 60901-0800 CURB, CONCRETE, 10-INCH DEPTH (COLORED)

210 LNFT $____________ $____________

X0640 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (REINFORCED, COLORED)

1,200 LNFT $____________ $____________

X0660 60902-0600 CURB AND GUTTER, CONCRETE, 8-INCH DEPTH (COLORED)

320 LNFT $____________ $____________

X0680 61503-1000 MEDIAN, CONCRETE (REINFORCED, COLORED)

480 SQYD $____________ $____________

X0700 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

X0720 61921-1000 REMOVE AND RESET FENCE

70 LNFT $____________ $____________

X0740 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

X0760 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

10 HOUR $____________ $____________

X0780 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

X0800 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

X0820 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

A-22

X0840 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

X0860 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

X0880 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

X0900 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

0.5 ACRE $____________ $____________

X0920 62510-1000 SEEDING, DRY METHOD (BY HAND)

0.5 ACRE $____________ $____________

X0940 62515-2000 MULCHING, HYDRAULIC METHOD

0.5 ACRE $____________ $____________

X0960 63301-0000 SIGN SYSTEM

13 EACH $____________ $____________

X0980 63316-1000 REMOVE AND RESET SIGN

3 EACH $____________ $____________

X1000 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

830 LNFT $____________ $____________

X1020 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

1.6 MILE $____________ $____________

X1040 63405-0050 PAVEMENT MARKINGS, SYMBOLS

6 EACH $____________ $____________

X1060 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

X0100 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

A-23

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

8 EACH $____________ $____________

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0100 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

Y0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

400 LNFT $____________ $____________

Y0140 20301-1900 REMOVAL OF PIPE CULVERT

8 EACH $____________ $____________

Y0160 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

315 CUYD $____________ $____________

Y0180 60103-0220 CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

10 EACH $____________ $____________

Y0200 60103-0260 CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT

2 EACH $____________ $____________

Y0220 60103-0700 CONCRETE, HEADWALL FOR DOUBLE 48-INCH PIPE CULVERT

2 EACH $____________ $____________

Y0240 60201-1000 36-INCH PIPE CULVERT

80 LNFT $____________ $____________

Y0260 60201-1200 48-INCH PIPE CULVERT

500 LNFT $____________ $____________

Y0280 60201-1400 60-INCH PIPE CULVERT

105 LNFT $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

A-24

Y0300 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

Y0320 60212-1400 ELBOW, 60-INCH

1 EACH $____________ $____________

Y0340 62511-1000 SEEDING, DRY METHOD (DRILL SEEDING)

385 SQYD $____________ $____________

Y0360 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

385 SQYD $____________ $____________

Y0380 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

10 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

Y0080 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

A-25

Z0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Z0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Z0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Z0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

500 LNFT $____________ $____________

Z0100 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

1,680 SQYD $____________ $____________

Z0120 20402-0000 SUBEXCAVATION

3,360 CUYD $____________ $____________

Z0140 20441-0000 WASTE

3,360 CUYD $____________ $____________

Z0160 30202-2000 ROADWAY AGGREGATE, METHOD 2

525 TON $____________ $____________

Z0180 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

365 TON $____________ $____________

Z0200 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

3.6 TON $____________ $____________

Z0220 41102-1000 PRIME COAT, METHOD 1

1,680 SQYD $____________ $____________

Z0240 41201-0000 TACK COAT

0.8 TON $____________ $____________

Z0260 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (REINFORCED, COLORED)

200 LNFT $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:CO FTNP MEVE 100(1) & 101(1)

Project Name:Cliff Palace & Mesa Top Loop Roads

A-26

Z0280…