InvitationforBid.pdf

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CO PFH 80-2(3), Guanella Pass Road Federal contract opportunity
Solicitation number
DTFH68-08-B-00012
Issued by
Department of Transportation Federal Highway Administration

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Invitation for Bid (includes project specifications)

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guanella A003.pdf PDF
guanella A002.pdf PDF
amendmentA001.pdf PDF
APPENDICES.pdf PDF

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Department of Transportation

Federal Highway Administration Central Federal Lands Highway Division

CO Forest Highway Project 80-2(3) Guanella Pass Road

Arapaho National Forest Clear Creek County, Colorado

INVITATION FOR BID

This invitation for bid cites Federal Highway Administration Specifications FP-03, 2003, Metric

Cut & Paste on Bid Submittal Envelope

Contractor_____________________________

Street Address _________________________

City/State/Zip __________________________

OF-17 (cflhd7/03) FAR (48) CFR 53.214(g) OFFER LABEL FAR (48) CFR 53.215-1(h)

NOTICE TO OFFEROR

1. THIS LABEL MAY ONLY BE USED ON ENVELOPES

LARGER THAN 156 mm (6 ½ INCHES) IN HEIGHT AND 292 mm (11 ½ INCHES) IN LENGTH.

2. Print or type your name and address in the UPPER left corner of the envelope containing your offer.

3. Complete the bottom portion of this form and paste it on the lower left corner of the envelope, unless the envelope is 156 mm by 292 mm (6 ½ inches by 11 ½ inches) or smaller.

OFFER

SOLICITATION NO.

DATE FOR RECEIPT OF OFFERS

TIME FOR RECEIPT OF OFFERS

OFFICE DESIGNATED TO RECEIVE OFFERS

State:

Colorado

County:

Clear Creek

Location:

Arapaho National Forest

Length:

Schedule A = 5.000 km Schedule B = 6.764 km Schedule C = 10.274 km Option W = Plantings and forest signs Option X = Waterline work

Option Y = Rose St. haul road Option Z = Argentine Stret

Type of Improvement: Grading, drainage, retaining walls, and asphalt surfacing

TABLE OF CONTENTS

Page No.

Notice to Bidders and Offerors ...........................................................................................1 to 4

SF-1442 Solicitation, Offer, and Award .................................................................... A-1 to A-2

Additional Solicitation Information............................................................................ A-3 to A-4

Bid Schedule Instructions and Basis for Award .......................................................... B-i to B-ii

Bid Schedule ..............................................................................................................B-1 to B-59

SF-24 Bid Bond ..........................................................................................................C-1 to C-2

SOLICITATION PROVISIONS

Representations and Certifications/Bidder Qualifications...........................................D-1 to D-5

Instructions to Bidders ..................................................................................................E-1 to E-5

CONTRACT CLAUSES

Index to Contract Clauses ........................................................................................................F-1

Contract Clauses ......................................................................................................... F-2 to F-13

Minimum Wage Schedule............................................................................................G-1 to G-7

SPECIAL CONTRACT REQUIREMENTS

General.......................................................................................................................... I-1 to I-12

Construction................................................................................................................ I-12 to I-46

Materials ..................................................................................................................... I-47 to I-49

APPENDICES

Department of the Army 404 Permit....................................................................................... Appendix A

Colorado 401 Certification ..................................................................................................... Appendix B

Sample Timber Sale Contract ................................................................................................ Appendix C

Xcel Energy Security Screening Questionnaire...................................................................... Appendix D

Arapaho and Roosevelt National Forests and Pawnee National Grasslands Noxious Weed Management Plan.........................................................................................Appendix E

Spill Response..........................................................................................................................Appendix F

Material Use and Staging Area Agreement ............................................................................ Appendix G

NOTICE TO BIDDERS AND OFFERORS

Before mailing your offer, please check the following:

• Your offer sets forth full, accurate, and complete information as required by this solicitation, including representations and certifications/bidder qualifications and acknowledgement of any amendments that may have been issued.

• You have completed the bid schedule and checked your bid figures, including calculations on your work sheets.

• You have provided the required minimum Bid Guarantee in proper form and amount including Power of Attorney Affidavit. See FAR Provision 52.228-1.

• You have completed and signed all required documents.

INVITATION FOR BID

It is the responsibility of the bidder to verify that this solicitation booklet and the plan set are complete as listed in the table of contents and the index to sheets. Also, the bidder is responsible for submitting all required forms and documents with the bid.

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/. Bidders are strongly encouraged to review the provisions and clauses referenced in this document before submitting a bid.

Bidders must fill out and submit with their offers: (1) this page completed, which indicates interest in partnering; (2) pages A-l and A-2; (3) pages number B-1 through B-59; (4) Sections C and D in their entirety; and (5) page F-3 of the Contract Clauses indicating Bidder's option to waive the price evaluation preference for HUBZone Certified Firms. The remaining pages should be retained by the bidder for their information.

PARTNERING (See Subsection 103.05 of the FP)

Please indicate your interest in participating in Partnering by checking the appropriate blank below.

The offeror is interested in participating in partnering.

The offeror is not interested in participating in partnering.

BONDING

FAR Provision 52.228-1, Bid Guarantee, requires a bid guarantee of not less than 20 percent of the amount of the bid (see page A-3). A bid bond from a corporate surety must be from a surety acceptable to the Government as appearing on the Department of the Treasury's list of approved sureties. The bid bond must have an original signature and an embossed seal for the surety. If a Power of Attorney is required with the bid bond, an original, photocopy or facsimile of an original Power of Attorney is sufficient evidence of authority to bind the surety. If the Power of Attorney form contains any language stating that the Power of Attorney can be revoked at any time, the document must contain an original signature or an embossed seal in the certification section.

Small business concerns, including minority business enterprises, may obtain assistance in securing necessary bonding for this project by contacting the office of the Small Business Administration located in their State.

INDIVIDUAL SURETIES

See FAR contract clause 52.228-11, Pledges of Assets.

UTILIZATION OF SMALL BUSINESS, HUBZone SMALL BUSINESS, SMALL

DISADVANTAGED BUSINESS, WOMEN-OWNED SMALL BUSINESS, VETERAN OWNED,

AND SERVICE-DISABLED VETERAN OWNED SMALL BUSINESS CONCERNS

SUBCONTRACTING PROGRAM

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 a subcontracting plan acceptable to the CO within the allowable time, that bidder may be ineligible for award of the contract.

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

PRICE EVALUATION PREFERENCE FOR HUBZONE SMALL BUINESS CONCERNS

The award of this contract is subject to a 10% Price Evaluation Preference for HUBZone Small Business Concerns (SBC). Refer to FAR Clause 52.219-4. This price evaluation preference can apply to any qualified HUBZone SBC certified by the Small Business Administration. For any HUBZone SBC electing to waive the preference, see Page F-3 of this solicitation.

NOTICE TO POTENTIAL HUBZONE SBC BIDDERS

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, on page F-4, 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.

PROGRESS PAYMENTS

DFARS 204.7302, NASA, DOT and Treasury FAR Supplements, requires prospective bidders be registered in Central Contractor Registration (CCR) system prior to the award of a contract, basic agreement, basic ordering agreement, or blanket purchase agreement (Refer to FAR Clause 52.204- 7, Central Contractor Registration). The DOT has partnered with the Department of Defense (DOD) to use the CCR system to obtain contractor financial electronic funds transfer (EFT) information.

FAR Clause 52.232-33, Payment by Electronic Funds Transfer -- Central Contractor Registration requires that the EFT information in the CCR must be accurate in order for contractors' invoices to be considered proper invoices for the purpose of prompt payment. Contractors must input and maintain their current EFT information.

To register in CCR, access the following DOD web site: www.ccr.gov .

FAR Clause 52.232-5, Payments Under Fixed-Price Construction Contracts, states reimbursement will be made for premiums paid by the Contractor to obtain performance and payment bonds as required under this contract. As specified in the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP), Section 151, Mobilization, payment for performance and payment bond premiums will be included in the mobilization item and shall not be in addition to the contract price.

FAR Clause 52.232-27, Prompt Payment for Construction Contracts, states the due date for progress payments shall be the 14th day after receipt of a proper payment request by the Government's designated billing office. Bidders are advised to review Subsection 109.08, Progress Payments and Subsection 109.05, Scope of Payment of the FP concerning direct and indirect payments.

FACSIMILE OR TELEGRAPHIC BIDS ARE NOT AUTHORIZED FOR THIS SOLICITATION

Bids may be modified or withdrawn by facsimile or telegraphic notice, if such notice is received by 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 (720) 963-3360.

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH68-08-B-00012

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

3/19/08

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 PFH 80-2(3), Guanella Pass Road

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:

Mr. Ricardo Suarez, Division Engineer Federal Highway Administration Central Federal Lands Highway Division Attn: Brenda McGehee 12300 W. Dakota Avenue, Suite 360 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:

CONSTRUCTION OF CO PFH 80-2(3), GUANELLA PASS ROAD, IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES (See Section G)

3. SPECIAL CONTRACT REQUIREMENTS (See Section I)

4. PLANS

5. BID SCHEDULE (See Section B)

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

PROJECTS, FP-03, 2003, METRIC

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP for governing order of precedence

* SEE PAGE B-ii FOR COMPLETION DATES

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.

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 04/22/08 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53-236-1(d)

X

X

X

X

X

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

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

29. AWARD (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed.

This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

A-3

ADDITIONAL SOLICITATION INFORMATION

Block 9: DATA AVAILABLE FOR REVIEW

The following materials are available electronically at www.cflhd.gov/procurement/construction/advertised-projects.cfm

Final Green Lake Material Source and Pavement Investigations, May 25, 2007

Appendices to Final Green Lake Material Source and Pavement Investigations

Mine Waste Management Plan, January 2006

Final Geotechnical Report, October 4, 2005

Appendices to Final Geotechnical Report

Earthwork Summary

The following materials are available electronically:

Manual of Uniform Traffic Control Devices for Streets and Highways, (Current Edition published by U.S. Government Printing Office found at http://mutcd.fhwa.dot.gov .

AASHTO Manuals found at http://fhwapap04.fhwa.dot.gov/index.jsp under the Standard Specifications and Supplements link.

FP-03, Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, 2003, found at http://www.cflhd.gov/design/index.cfm# under the Construction Specs tab.

Contractor Guidelines for Quality Control Plans and example QC Plans found at http://www.cflhd.gov/design/index.cfm# under the Construction Specs tab.

For amendments, bid results and tabulations or other procurement information please visit our website at www.cflhd.gov/procurement/construction

Block 13: A bid guarantee of not less than 20 percent of the amount of the bid or $3 million, whichever is less, is required. If the bidder fails to provide the required bid guarantee in the proper form and amount, such failure may result in rejection of the bid. See FAR Provision 52.228-1, Bid Guarantee. If the bid guarantee is a bid bond, it must be submitted on Standard Form 24. Also refer to Subsections

102.03 and 102.04 of the FP for additional information.

Block 26: The Contractor shall submit invoices to:

FHWA, CFLHD, Project Engineer's Office (Address to be designated at preconstruction conference), for submission to the designated billing office shown in Block 7.

Final billing shall be submitted directly to the address shown in Block 7.

Other: The estimated price range of the project work is between $14,000,000 and $30,000,000.

A-4

For questions regarding access to the Federal Business Opportunities (FBO) website or how to obtain plans and other solicitation documents, please contact either Brenda McGehee at (720) 963-3353 or Tiffany Atchison at (720) 963-3354.

As explained in FAR Provision 52.214-6, any explanation or interpretation of the solicitation, drawings, specifications, etc must be requested in writing to one of the following:

E-mail address: CFLContracts@fhwa.dot.gov FAX Number: 720-963-3360 Mailing Address: Federal Highway Administration Central Federal Lands Highway Division Attention: Acquisition and Contracting 12300 W. Dakota Avenue, Suite 360 Lakewood, Colorado 80228

Responses will be provided to the individual questioner and also be posted on our website at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm under the project link.

Potential Offerors are advised to check this site on a regular basis to assure the most current and up-to-date information.

All amendments resulting from this solicitation will be uploaded to the FBO website at http://www.fbo.gov/spg/DOT/FHWA/68/postdatePrevDays_1.html and posted on our website at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm under Current Solicitations.

BIDDERS PLEASE BE ADVISED THAT QUESTIONS RELATIVE TO THIS

IFB WILL NOT BE ACCEPTED AFTER 4:00 P.M. MDT ON APRIL 17, 2008.

B-i

Bid Schedule Instructions

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

This Bid Proposal is comprised of 3 schedules and 4 options as follows:

Schedule A - Grading, drainage, retaining walls, and asphalt surfacing on 5.000 km of roadway Schedule B - Grading, drainage, retaining walls, and asphalt surfacing on 6.764 km of roadway Schedule C - Grading, drainage, retaining walls, and asphalt surfacing on 10.274 km of roadway Option W – Plantings and forest signs Option X – Waterline work Option Y – Rose Street haul road Option Z – Argentine Street

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

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

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

• Total all amounts bid for each pay item and show the Total on line provided on Page B-15 for Schedule A; Page B-30 for Schedule B; Page B-45 for Schedule C;

Page B-47 for Option W; Page B-48 for Option X; Page B-52 for Option Y; and Page B-56 for Option Z.

• Complete the Bid Summary Page on Page B-57.

Field Laboratory Trailer – a base bid will be solicited using “Item 15401-0000, Contractor Testing. A bid item alternative, “Item 15401-0000, Contractor Testing, Using Government Furnished Field Laboratory” has been included and requires pricing on the Bid Summary Page (B-57).

Evaluation Factors for Award

To be eligible for award of a contract, the bidder shall submit prices for each item necessary to complete all contract work in Schedule A, Schedule B, Schedule C, Option W, Option X, Option Y and Option Z.

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

B-ii

The Government has the right to exercise any combination of Options W, X, Y and Z, or none of the Options. Any award of Options will be no later than 60 days after the date of the bid opening (see FAR Clause 52.217-7, Option for Increased Quantity—Separately Priced Line Item, March 1989).

Once the lowest responsible bidder has been selected for the schedule to be awarded, the Government will determine whether the alternative bid item for the schedule to be awarded will be included. If included, Bid Item 15401, Contracting Testing, will be replaced with Bid Item 15401- 0000, Contractor Testing, Using Government Furnished Field Laboratory in the awarded contract and the final contract award amount will be determined.

COMPLETION DATES: Schedule A = August 1, 2009

Schedule B = October 2, 2009 Schedule C = October 1, 2010

No additional contract time will be added for Options W, X, Y, or Z, if awarded.

Schedule A

For

Project: CO PFH 80-2(3)

GUANELLA PASS ROAD - PHASE 2 (SCHEDULE A)

B- 1

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 Mobilization ALL Lump Sum $___________________

15206-0000 Slope, reference, and clearing and grubbing stake 5.615 km $_______________ $___________________ 15214-2000 Survey and staking, retaining wall

ALL Lump Sum $___________________ 15214-3000 Survey and staking, parking area

ALL Lump Sum $___________________ 15215-1000 Survey and staking, approach road

Each $_______________ $___________________

15215-3000 Survey and staking, drainage structure Each $_______________ $___________________

15216-2000 Survey and staking, grade finishing stakes 11.231 km $_______________ $___________________ 15401-0000 Contractor testing

ALL Lump Sum $___________________ 15501-0000 Construction schedule

ALL Lump Sum $___________________ 15703-2000 Soil erosion control, temporary turf establishment

5.0 ha $_______________ $___________________

15705-0100 Soil erosion control, silt fence 5,700 m $_______________ $___________________ 15705-1400 Soil erosion control, sediment log m $_______________ $___________________

Project: CO PFH 80-2(3)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 2

15706-0200 Soil erosion control, check dam Each $_______________ $___________________

15706-0400 Soil erosion control, sediment trap Each $_______________ $___________________

15706-1000 Soil erosion control, inlet protection Each $_______________ $___________________

15801-0000 Watering for dust control 3,000 m3 $_______________ $___________________ 20101-0000 Clearing and grubbing

6.2 ha $_______________ $___________________

20201-0000 Selective clearing 0.30 ha $_______________ $___________________ 20220-1000 Removal, individual tree

Each $_______________ $___________________

20301-1200 Removal of headwall Each $_______________ $___________________

20301-1500 Removal of light pole Each $_______________ $___________________

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

20301-2400 Removal of signs Each $_______________ $___________________

20301-3100 Removal of utility pole Each $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 3

20302-0900 Removal of fence, chain link 1,120 m $_______________ $___________________ 20302-1200 Removal of guardrail m $_______________ $___________________

20302-2200 Removal of sewerline m $_______________ $___________________

20304-1000 Removal of structures and obstructions ALL Lump Sum $___________________

20401-0000 Roadway excavation 10,000 m3 $_______________ $___________________ 20402-0000 Subexcavation m3 $_______________ $___________________

20403-0000 Unclassified borrow 5,700 m3 $_______________ $___________________ 20420-0000 Embankment construction (Mine Waste Material)

1,500 m3 $_______________ $___________________

20501-0000 Controlled blast hole m $_______________ $___________________ 20802-0000 Foundation fill m3 $_______________ $___________________

20811-0000 Shoring and bracing m2 $_______________ $___________________ 21101-1000 Roadway obliteration, method 1 m2 $_______________ $___________________

25101-2000 Placed riprap, class 2 m3 $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 4

25101-3000 Placed riprap, class 3 m3 $_______________ $___________________

25101-5000 Placed riprap, class 5 m3 $_______________ $___________________

25110-3000 Grouted riprap, class 3 m3 $_______________ $___________________

25125-0000 Boulder Each $_______________ $___________________

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

25205-0000 Rock buttress m3 $_______________ $___________________

25210-0000 Rockery m2 $_______________ $___________________ 25501-1000 Mechanically stabilized earth wall, welded wire face

3,350 m2 $_______________ $___________________

25701-0000 Alternate retaining wall (Wall 03C) ALL Lump Sum $___________________

25701-0000 Alternate retaining wall (Wall 04C) ALL Lump Sum $___________________

25701-0000 Alternate retaining wall (Wall 10C) ALL Lump Sum $___________________

25701-0000 Alternate retaining wall (Wall 11C) ALL Lump Sum $___________________

25701-0000 Alternate retaining wall (Wall 12C-1) ALL Lump Sum $___________________

25701-0000 Alternate retaining wall (Wall 12C-2) ALL Lump Sum $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 5

25701-0000 Alternate retaining wall (Wall 13C) ALL Lump Sum $___________________

25701-0000 Alternate retaining wall (Wall 14C) ALL Lump Sum $___________________

25701-0000 Alternate retaining wall (Wall 16C) ALL Lump Sum $___________________

25701-0000 Alternate retaining wall (Wall 17C) ALL Lump Sum $___________________

25901-0000 Soil nail m $_______________ $___________________ 25902-0000 Soil nail retaining wall m2 $_______________ $___________________

25903-0000 Verification test nail Each $_______________ $___________________

26001-0000 Rock bolt m $_______________ $___________________ 26101-0000 Rock dowel m $_______________ $___________________

27001-0000 Grout m3 $_______________ $___________________

30101-0000 Aggregate base 18,800 t $_______________ $___________________ 30602-0000 Dust palliative application m2 $_______________ $___________________

30802-1000 Roadway aggregate, method 1 t $_______________ $___________________ 40101-0600 Superpave pavement, 12.5mm nominal maximum size aggregate, 0.3 to <3 million

ESAL

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 6

12,500 t $_______________ $___________________

40105-3000 Antistrip additive, type 3 t $_______________ $___________________ 40301-0300 Hot asphalt concrete pavement, grading C t $_______________ $___________________

41101-0000 Prime coat t $_______________ $___________________ 41105-0000 Blotter t $_______________ $___________________

41201-0000 Tack coat t $_______________ $___________________ 41301-1200 Asphalt pavement milling, 125mm depth m2 $_______________ $___________________

41701-0000 Minor cold asphalt mix t $_______________ $___________________ 55201-0200 Structural concrete, class A (AE) m3 $_______________ $___________________

55401-1000 Reinforcing steel 1,000 kg $_______________ $___________________ 56305-0000 Rock stain

2,000 m2 $_______________ $___________________

56602-0000 Shotcrete m3 $_______________ $___________________

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

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 7

60201-0800 600mm pipe culvert m $_______________ $___________________ 60201-0900 750mm pipe culvert m $_______________ $___________________

60201-1000 900mm pipe culvert m $_______________ $___________________ 60202-0200 450mm equivalent diameter arch or elliptical pipe culvert m $_______________ $___________________

60210-0600 End section for 450mm pipe culvert Each $_______________ $___________________

60210-0800 End section for 600mm pipe culvert Each $_______________ $___________________

60210-0900 End section for 750mm pipe culvert Each $_______________ $___________________

60210-1000 End section for 900mm pipe culvert Each $_______________ $___________________

60211-0600 End section for 450mm equivalent diameter arch or elliptical pipe culvert Each $_______________ $___________________

60212-0800 Elbow, 600mm Each $_______________ $___________________

60212-0900 Elbow, 750mm Each $_______________ $___________________

60212-1000 Elbow, 900mm Each $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 8

60401-0000 Manhole Each $_______________ $___________________

60402-0000 Manhole m $_______________ $___________________

60403-0000 Inlet (Type 16 - single) Each $_______________ $___________________

60403-0000 Inlet (Type 16 - double) Each $_______________ $___________________

60403-0000 Inlet (Type 16 - triple) Each $_______________ $___________________

60404-1000 Catch basin, type 1 Each $_______________ $___________________

60405-0000 Manhole adjustment Each $_______________ $___________________

60409-0000 Inlet top, metal grate (security screen) Each $_______________ $___________________

60409-0100 Inlet top, metal frame and grate type A Each $_______________ $___________________

60409-0200 Inlet top, metal frame and grate type B Each $_______________ $___________________

60501-0000 Standard underdrain system m $_______________ $___________________ 60802-0600 Paved waterway, type 6 m $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 9

60901-1200 Curb, concrete, 350mm depth 3,360 m $_______________ $___________________ 60901-8000 Curb, timber m $_______________ $___________________

60902-1000 Curb and gutter, concrete, 300mm depth m $_______________ $___________________

60906-1000 Gutter, concrete m2 $_______________ $___________________

60908-1000 Paved ditch, asphalt 2,500 m2 $_______________ $___________________ 61001-0000 Horizontal drain pipe m $_______________ $___________________

61102-3750 300mm waterline, ductile iron m $_______________ $___________________ 61202-0100 100mm sewer line, plastic m $_______________ $___________________

61202-0700 200mm sewer line, plastic m $_______________ $___________________

61301-0000 Simulated stone masonry surface treatment m2 $_______________ $___________________ 61302-0000 Simulated stone masonry test wall

Each $_______________ $___________________

61501-0200 Sidewalk, colored concrete m2 $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 10

61502-1000 Drive pad, concrete m2 $_______________ $___________________

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

61701-1850 Guardrail system G4, type 4, class A wood posts 1,100 m $_______________ $___________________ 61701-4000 Guardrail system SBTB m $_______________ $___________________

61701-4020 Guardrail system SBTC m $_______________ $___________________ 61702-0500 Terminal section, type FAT-9

61702-0600 Terminal section, type flared Each $_______________ $___________________

61901-0000 Fence (stone column with wood rails m $_______________ $___________________ 61901-1300 Fence, chain link (2100mm height, 3-strand bw)

1,100 m $_______________ $___________________

61901-1300 Fence, chain link (2100mm height, 3-strand bw, temporary) m $_______________ $___________________ 61902-0000 Gate (timber posts with chain)

Each $_______________ $___________________

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

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 11

61921-1000 Remove and reset fence m $_______________ $___________________

62201-0150 Dump truck, 7 cubic meter minimum capacity Hour $_______________ $___________________

62201-0550 Backhoe loader, 180 liter minimum rated capacity bucket, 600mm width Hour $_______________ $___________________

62201-0950 Wheel loader, 3 cubic meter minimum rated capacity Hour $_______________ $___________________

62201-1450 Bulldozer, 250kW minimum flywheel power Hour $_______________ $___________________

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

62201-3000 Hydraulic excavator Hour $_______________ $___________________

62301-0000 General labor 1,100 Hour $_______________ $___________________

62302-0100 Special labor, slope scaling Hour $_______________ $___________________

62302-1000 Special labor, hired technical services Hour $_______________ $___________________

62302-1100 Special labor, hired survey services Hour $_______________ $___________________

62407-0000 Placing conserved topsoil 1,615 m3 $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 12

62510-2000 Seeding, hydraulic method 15.0 ha $_______________ $___________________ 62515-2000 Mulching, hydraulic method

12.0 ha $_______________ $___________________

62515-3000 Mulching, hydraulic method, bonded fiber matrix 4.0 ha $_______________ $___________________ 62520-0000 Fertilizer

15.0 ha $_______________ $___________________

62616-2200 Populus tremuloides, quaking aspen, 450mm to 900mm height, container grown Each $_______________ $___________________

62616-2300 Prunus virginiana, chokecherry, 450mm to 900mm height, container grown Each $_______________ $___________________

62618-0800 Rosa woodsii, woods rose, 300mm to 450mm height, container grown Each $_______________ $___________________

62901-0600 Rolled erosion control product, type 2.B 1,600 m2 $_______________ $___________________ 63301-0000 Sign system (major site identification)

Each $_______________ $___________________

63304-0900 Signs, aluminum panels, type 3 sheeting m2 $_______________ $___________________

63304-1300 Signs, plastic panels, type 3 sheeting m2 $_______________ $___________________

63305-1700 Posts, wood, 100mm x 100mm m $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 13

63305-1800 Posts, wood, 100mm x 150mm m $_______________ $___________________ 63306-0450 Post, steel, 75mm x 75mm (wall mount)

Each $_______________ $___________________

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

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

63309-0900 Delineator, type flexible Each $_______________ $___________________

63317-1000 Remove and reset sign m2 $_______________ $___________________

63401-0300 Pavement markings, type B, solid 43,000 m $_______________ $___________________ 63401-0400 Pavement markings, type B, broken

3,140 m $_______________ $___________________

63405-0850 Pavement markings, type B, accessibility symbol Each $_______________ $___________________

63501-1000 Temporary traffic control, traffic and safety supervisor ALL Lump Sum $___________________

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

63502-0900 Temporary traffic control, cone, type 700mm Each $_______________ $___________________

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

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 14

63502-1400 Temporary traffic control, vertical panel Each $_______________ $___________________

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

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

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

63502-2000 Temporary traffic control, portable changeable message sign Each $_______________ $___________________

63502-3100 Temporary traffic control, traffic signal system Each $_______________ $___________________

63503-0400 Temporary traffic control, concrete barrier m $_______________ $___________________ 63503-1000 Temporary traffic control, plastic fence m $_______________ $___________________

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

63506-0500 Temporary traffic control, flagger 14,300

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

4,000 Hour $_______________ $___________________

63610-2800 Conduit, 100mm, PVC 5,500 m $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 15

63610-3200 Conduit, 150mm, PVC 1,800 m $_______________ $___________________ 63610-3500 Conduit, 200mm, PVC m $_______________ $___________________

63622-0000 Utility trench m $_______________ $___________________ 63623-1000 Manhole, electrical

Each $_______________ $___________________

65101-1000 Draped rockfall protection, wire mesh 1,750 m2 $_______________ $___________________ 65101-2000 Draped rockfall protection, cable net

3,100 m2 $_______________ $___________________

65102-0000 Rockfall protection fence m $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: CO PFH 80-2(3)

Schedule B

GUANELLA PASS ROAD - PHASE 2 (SCHEDULE B)

B- 16

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 Mobilization ALL Lump Sum $___________________

15206-0000 Slope, reference, and clearing and grubbing stake 7.265 km $_______________ $___________________ 15214-2000 Survey and staking, retaining wall

ALL Lump Sum $___________________ 15214-3000 Survey and staking, parking area

ALL Lump Sum $___________________ 15215-1000 Survey and staking, approach road

Each $_______________ $___________________

15215-3000 Survey and staking, drainage structure Each $_______________ $___________________

15216-2000 Survey and staking, grade finishing stakes 14.531 km $_______________ $___________________ 15401-0000 Contractor testing

ALL Lump Sum $___________________ 15501-0000 Construction schedule

ALL Lump Sum $___________________ 15703-2000 Soil erosion control, temporary turf establishment

5.5 ha $_______________ $___________________

15705-0100 Soil erosion control, silt fence 8,200 m $_______________ $___________________ 15705-1400 Soil erosion control, sediment log m $_______________ $___________________

Project: CO PFH 80-2(3)

Bid Schedule B

Estimated Quantity Unit Bid Price Amount Bid

B- 17

15706-0200 Soil erosion control, check dam Each $_______________ $___________________

15706-0400 Soil erosion control, sediment trap Each $_______________ $___________________

15706-1000 Soil erosion control, inlet protection Each $_______________ $___________________

15801-0000 Watering for dust control 4,000 m3 $_______________ $___________________ 20101-0000 Clearing and grubbing

7.0 ha $_______________ $___________________

20201-0000 Selective clearing 0.30 ha $_______________ $___________________ 20220-1000 Removal, individual tree

Each $_______________ $___________________

20301-1200 Removal of headwall Each $_______________ $___________________

20301-1500 Removal of light pole Each $_______________ $___________________

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

20301-2400 Removal of signs Each $_______________ $___________________

20301-3100 Removal of utility pole Each $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 18

20302-0900 Removal of fence, chain link 1,120 m $_______________ $___________________ 20302-1200 Removal of guardrail m $_______________ $___________________

20302-2200 Removal of sewerline m $_______________ $___________________

20304-1000 Removal of structures and obstructions ALL Lump Sum $___________________

20401-0000 Roadway excavation 12,000 m3 $_______________ $___________________ 20402-0000 Subexcavation m3 $_______________ $___________________

20403-0000 Unclassified borrow 6,300 m3 $_______________ $___________________ 20420-0000 Embankment construction (Mine Waste Material)

1,500 m3 $_______________ $___________________

20501-0000 Controlled blast hole m $_______________ $___________________ 20802-0000 Foundation fill m3 $_______________ $___________________

20811-0000 Shoring and bracing 1,150 m2 $_______________ $___________________ 21101-1000 Roadway obliteration, method 1 m2 $_______________ $___________________

25101-2000 Placed riprap, class 2 m3 $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 19

25101-3000 Placed riprap, class 3 m3 $_______________ $___________________

25101-5000 Placed riprap, class 5 m3 $_______________ $___________________

25110-3000 Grouted riprap, class 3 m3 $_______________ $___________________

25125-0000 Boulder Each $_______________ $___________________

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

25205-0000 Rock buttress m3 $_______________ $___________________ 25210-0000 Rockery m2 $_______________ $___________________

25501-1000 Mechanically stabilized earth wall, welded wire face 3,350 m2 $_______________ $___________________ 25701-0000 Alternate retaining wall (Wall 03C)

ALL Lump Sum $___________________ 25701-0000 Alternate retaining wall (Wall 04C)

ALL Lump Sum $___________________ 25701-0000 Alternate retaining wall (Wall 10C)

ALL Lump Sum $___________________ 25701-0000 Alternate retaining wall (Wall 11C)

ALL Lump Sum $___________________ 25701-0000 Alternate retaining wall (Wall 12C-1)

LPSM $_______________ $___________________

25701-0000 Alternate retaining wall (Wall 12C-2)

LPSM $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 20

25701-0000 Alternate retaining wall (Wall 13C)

LPSM $_______________ $___________________

25701-0000 Alternate retaining wall (Wall 14C)

LPSM $_______________ $___________________

25701-0000 Alternate retaining wall (Wall 16C)

LPSM $_______________ $___________________

25701-0000 Alternate retaining wall (Wall 17C)

LPSM $_______________ $___________________

25901-0000 Soil nail m $_______________ $___________________ 25902-0000 Soil nail retaining wall m2 $_______________ $___________________

25903-0000 Verification test nail Each $_______________ $___________________

26001-0000 Rock bolt m $_______________ $___________________ 26101-0000 Rock dowel m $_______________ $___________________

27001-0000 Grout m3 $_______________ $___________________

30101-0000 Aggregate base 23,700 t $_______________ $___________________ 30602-0000 Dust palliative application m2 $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 21

30802-1000 Roadway aggregate, method 1 t $_______________ $___________________ 40101-0600 Superpave pavement, 12.5mm nominal maximum size aggregate, 0.3 to <3 million

ESAL

16,000 t $_______________ $___________________ 40105-3000 Antistrip additive, type 3 t $_______________ $___________________

40301-0300 Hot asphalt concrete pavement, grading C t $_______________ $___________________ 41101-0000 Prime coat t $_______________ $___________________

41105-0000 Blotter t $_______________ $___________________ 41201-0000 Tack coat t $_______________ $___________________

41301-1200 Asphalt pavement milling, 125mm depth m2 $_______________ $___________________

41701-0000 Minor cold asphalt mix t $_______________ $___________________ 55201-0200 Structural concrete, class A (AE) m3 $_______________ $___________________

55401-1000 Reinforcing steel 1,000 kg $_______________ $___________________ 56305-0000 Rock stain

2,500 m2 $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 22

56602-0000 Shotcrete m3 $_______________ $___________________

60201-0600 450mm pipe culvert m $_______________ $___________________ 60201-0800 600mm pipe culvert m $_______________ $___________________

60201-0900 750mm pipe culvert m $_______________ $___________________ 60201-1000 900mm pipe culvert m $_______________ $___________________

60202-0200 450mm equivalent diameter arch or elliptical pipe culvert m $_______________ $___________________ 60210-0600 End section for 450mm pipe culvert

Each $_______________ $___________________

60210-0800 End section for 600mm pipe culvert Each $_______________ $___________________

60210-0900 End section for 750mm pipe culvert Each $_______________ $___________________

60210-1000 End section for 900mm pipe culvert Each $_______________ $___________________

60211-0600 End section for 450mm equivalent diameter arch or elliptical pipe culvert Each $_______________ $___________________

60212-0800 Elbow, 600mm Each $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 23

60212-0900 Elbow, 750mm Each $_______________ $___________________

60212-1000 Elbow, 900mm Each $_______________ $___________________

60401-0000 Manhole Each $_______________ $___________________

60402-0000 Manhole m $_______________ $___________________

60403-0000 Inlet (Type 16 - single) Each $_______________ $___________________

60403-0000 Inlet (Type 16 - double) Each $_______________ $___________________

60403-0000 Inlet (Type 16 - triple) Each $_______________ $___________________

60404-1000 Catch basin, type 1 Each $_______________ $___________________

60405-0000 Manhole adjustment Each $_______________ $___________________

60409-0000 Inlet top, metal grate (security screen) Each $_______________ $___________________

60409-0100 Inlet top, metal frame and grate type A Each $_______________ $___________________

60409-0200 Inlet top, metal frame and grate type B Each $_______________ $___________________

Project: CO PFH 80-2(3)

Estimated Quantity Unit Bid Price Amount Bid

B- 24

60501-0000 Standard underdrain system m $_______________ $___________________ 60802-0600 Paved waterway, type 6 m $_______________ $___________________

60901-1200 Curb, concrete, 350mm depth 4,250 m $_______________ $___________________ 60901-8000 Curb, timber m $_______________ $___________________

60902-1000 Curb and gutter, concrete, 300mm depth m $_______________ $___________________

60906-1000 Gutter, concrete m2…

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