6982AF18B000003.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF18B000003

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CO FLAP CHA306(1)

PROJECT NAME: COTTONWOOD PASS EAST SIDE

BID OPENING DATE:

See Page A-1, Item 13A

This solicitation cites Standard Specifications for

Construction of Roads and Bridges on

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: http://www.fbo.gov

E-mail: CFLContracts@dot.gov mailto:CFLContracts@dot.gov

PROJECT CO FLAP CHA306(1)

LOCATION SAN ISABEL NATIONAL FOREST

COUNTY CHAFFEE COUNTY

STATE COLORADO

LENGTH SCHEDULE A: 7.66 MILES

SCHEDULE B: 11.28 MILES

SCHEDULE C: 14.98 MILES

OPTION X: 3.50 MILES

OPTION Y: 3.50 MILES

OPTION Z: CONDUIT 18.48 MILES

TYPE OF IMPROVEMENT ROAD RECONSTRUCTION, GRADING,

DRAINAGE, PULVERIZATION,

AGGREGATE BASE AND ASPHALT

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-22

Division 200 ................................................................................................................... E-36

Division 300 ................................................................................................................... E-43

Division 400 ................................................................................................................... E-45

Division 500 ................................................................................................................... E-48

Division 600 ................................................................................................................... E-53

Division 700 ................................................................................................................... E-67

APPENDICES

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

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

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard

Specification for Construction of Roads and Bridges on Federal Highway Projects

Appendix C .................................................................................................. 401/404 Permits

NOTICE TO BIDDERS

A-i

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

Submit the following documents with your Bid Package–

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

Indication of interest in formal Partnering, Page A-5.

Bid Schedule including Buy American Act & Hazardous Materials, Pages A-7 through A-37.

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

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

B-6.

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

Regarding Responsibility Matters (FAR Provision 52.209-5).

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

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

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

I. PRE-BID INFORMATION

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

HUBZone small business concerns, Alternate I.

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.

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

A-iii

ATTENTION: Minority, Women-owned, and Disadvantaged Business Enterprises (DBEs). The

Department of Transportation (DOT), offers working capital financing and bonding assistance for transportation related contracts. DOT's Bonding Assistance Program (BAP) offers bid, performance and payment bonds on contracts up to $1,000,000. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $500,000 with interest at the prime rate. For further information, call (800) 532-1169. Internet address:

http://osdbuweb.dot.gov.

Accuracy and Completeness of Bid- The Contractor is fully responsible to verify that all data is correct when an offer is submitted. Failure to properly update your data may cause the offer to be rejected.

Request for Technical Information – Questions relative to the plans and SCRs for this solicitation will only be accepted in writing (see Item 9 on Page A-3).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT

BE ACCEPTED AFTER 4 P.M. ON MARCH 5, 2018

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

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

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

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

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

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

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

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

II. POST AWARD INFORMATION

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

Prime Contractor.

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

A-iv 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. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of bid opening, that bidder may be ineligible for award of the contract.

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

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

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

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

See Appendix B for Sample Small Business Subcontracting Plan.

NOTE:

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

FHWA Small Business Goals (As of FY 2017)

Business Size Goal (%)

SB 50.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

EEBACS -

When directed by the CO, 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).

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

A-v

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 in advance. 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 http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF18B000003

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

2/8/2018

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 FLAP CHA306(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 3/13/2018 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

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

Prescribed by GSA

FAR (48 CFR) 53-236-1(e)

X

X

X

X

X

A-2

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

OFFEROR (Must be fully completed by offeror)

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

15. TELEPHONE NO. (Include area code)

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

DUNS NO.

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

AMOUNTS

SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE

20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE:

27. PAYMENT WILL BE MADE BY

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

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

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

A-3

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

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

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

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

Pavements and Materials Report Geotechnical Report Utility Sketches Colorado Forest Highway Project 59-3(1) As-Builts

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

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

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

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

(Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-14. All bid guarantees must have original signatures with original corporate seals.

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION

MAY RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to www.fbo.gov.

Item 24: SUBMITTING INVOICES: See Subsection 109.08 Progress Payments of the

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $15 million and $20 million.

http://www.fbo.gov/

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and two 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 and option. The price for this item will be included in the Construction Cost Total for each schedule, option and all totals on the Bid Summary, page A-15 and A-25, therefore, included in the evaluation for award.

Bidders must also provide a stand-alone price on the last page of each schedule and option 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-5

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule’s

A, B and C and Options X, Y and Z.

The Government will evaluate the total of Schedule C + Options Y and Z first. If funds are not available for Schedule C + Options Y and Z at the time of award, the Government will evaluate

Schedule C + Options X and Z. If funds are not available for Schedule C + Options X and Z at the time of award, the Government will evaluate Schedule C + Option Z. If funds are not available for

Schedule C + Option Z at the time of award, the Government will evaluate Schedule B + Option Z.

If funds are not available for Schedule B + Option Z at the time of award, the Government will evaluate Schedule A + Option Z.

The below table is a visualization of the evaluation process the Government will use:

Schedule C + Options Y and Z

Schedule C + Options X and Z

Schedule C + Option Z

Schedule B + Option Z

Schedule A + Option Z

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

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-6

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.

Partnering

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

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15210-3000 Line A0040 7.102 MILE $ $

15215-1000 Line A0060 8 EACH $ $

15215-3000 Line A0080 28 EACH $ $

15215-7000 Line A0100 4 EACH $ $

15225-0000 Line A0120 0.564 MILE $ $

15236-2000 Line A0140 1.128 MILE $ $

15301-0000 Line A0160 ALL LPSM $

15401-0000 Line A0180 ALL LPSM $

15501-0000 Line A0200 ALL LPSM $

15705-0100 Line A0220 4,200 LNFT $ $

15705-1400 Line A0240 5,000 LNFT $ $

15706-0200 Line A0260 85 EACH $ $

15706-0300 Line A0280 1,500 EACH $ $

15706-1000 Line A0300 4 EACH $ $

15706-1600 Line A0320 2 EACH $ $

15802-0000 Line A0340 ALL LPSM $

20101-0000 Line A0360 8.0 ACRE $ $

20104-0000 Line A0380 18.0 ACRE $ $

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, APPROACH ROAD

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

CLEARING

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, SANDBAG

SOIL EROSION CONTROL, INLET PROTECTION

SURVEY CONTROL, GRADE FINISHING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

Schedule Total: ________________________

Submitted by: _________________________

(Contractor-furnished Lab)

A-7

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20120-1000 Line A0400 40 EACH $ $

20301-1100 Line A0420 1 EACH $ $

20301-1900 Line A0440 19 EACH $ $

20301-2400 Line A0460 75 EACH $ $

20302-1200 Line A0480 3,038 LNFT $ $

20303-1600 Line A0500 1,100 SQYD $ $

20401-0000 Line A0520 18,300 CUYD $ $

20402-0000 Line A0540 14,300 CUYD $ $

20403-0000 Line A0560 8,700 CUYD $ $

20425-1000 Line A0580 385 LNFT $ $

20441-0000 Line A0600 5,600 CUYD $ $

25101-0200 Line A0620 110 CUYD $ $

25101-0300 Line A0640 210 CUYD $ $

25125-0000 Line A0660 65 EACH $ $

25126-0000 Line A0680 45 EACH $ $

25201-0000 Line A0700 1,850 CUYD $ $

25205-1000 Line A0720 1,635 CUYD $ $

25305-1000 Line A0740 55 SQYD $ $

30201-2000 Line A0760 4,280 CUYD $ $

PLACED RIPRAP, METHOD A, CLASS 2

PLACED RIPRAP, METHOD A, CLASS 3

BOULDER

REMOVAL, INDIVIDUAL TREE

REMOVAL OF GATE

REMOVAL OF PAVEMENT, ASPHALT

ROADWAY EXCAVATION

SUBEXCAVATION

UNCLASSIFIED BORROW

DITCH, EXCAVATION

WASTE

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL

REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

ROADWAY AGGREGATE, METHOD 2

REMOVE AND RESET BOULDER

SPECIAL ROCK EMBANKMENT

ROCK BUTTRESS, MECHANICALLY-PLACED

A-8

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30301-1000 Line A0780 2.000 MILE $ $

30401-5500 Line A0800 8.700 MILE $ $

40101-5600 Line A0820 23,065 TON $ $

40105-3000 Line A0840 230 TON $ $

40601-0000 Line A0860 60 TON $ $

41102-1000 Line A0880 137,750 SQYD $ $

41105-0000 Line A0900 180 TON $ $

41201-0000 Line A0920 60 TON $ $

55901-0000 Line A0940 80 SQYD $ $

60201-0800 Line A0960 1,615 LNFT $ $

60201-0900 Line A0980 70 LNFT $ $

60201-1000 Line A1000 140 LNFT $ $

60210-0800 Line A1020 51 EACH $ $

60210-0900 Line A1040 1 EACH $ $

60210-1000 Line A1060 4 EACH $ $

60212-0800 Line A1080 6 EACH $ $

60403-0000 Line A1100 1 EACH $ $

60409-0000 Line A1120 1 EACH $ $

60501-0000 Line A1140 2,000 LNFT $ $

DITCH RECONDITIONING

FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

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

ANTISTRIP ADDITIVE, TYPE 3

30-INCH PIPE CULVERT

36-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

ELBOW, 24-INCH

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

MEMBRANE WATERPROOFING

24-INCH PIPE CULVERT

INLET

INLET TOP, METAL FRAME AND GRATE

STANDARD UNDERDRAIN SYSTEM

A-9

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60502-0000 Line A1160 1,100 LNFT $ $

60704-0000 Line A1180 1 EACH $ $

60704-0000 Line A1200 3 EACH $ $

60901-1200 Line A1220 430 LNFT $ $

60905-1000 Line A1240 275 LNFT $ $

60908-1000 Line A1260 195 SQYD $ $

61501-0100 Line A1280 220 SQYD $ $

61701-1200 Line A1300 75 LNFT $ $

61701-4100 Line A1320 56 LNFT $ $

61701-4500 Line A1340 325 LNFT $ $

61702-0300 Line A1360 1 EACH $ $

61702-0400 Line A1380 2 EACH $ $

61702-0800 Line A1400 2 EACH $ $

61702-1500 Line A1420 1 EACH $ $

61705-0100 Line A1440 37.5 LNFT (CQ) $ $

61707-0000 Line A1460 100 LNFT (CQ) $ $

61902-0000 Line A1480 1 EACH $ $

62201-0250 Line A1500 20 HOUR $ $

62201-0550 Line A1520 20 HOUR $ $

CURB, CONCRETE, 14-INCH DEPTH

GUTTER, CONCRETE (VALLEY GUTTER, 6-INCH DEPTH)

PAVED DITCH, ASPHALT

SIDEWALK, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS (STAINED)

GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A (STAINED)

GEOCOMPOSITE UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

CLEANING CULVERT IN PLACE (INLET BASIN)

STRUCTURE TRANSITION RAILING (STAINED)

GATE (ROAD CLOSED)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (STAINED)

TERMINAL SECTION, TYPE G4-BAT (STAINED)

TERMINAL SECTION, TYPE G4-CRT (STAINED)

TERMINAL SECTION TYPE TANGENT (STAINED)

TERMINAL SECTION, TYPE MGS TANGENT (STAINED)

REPLACEMENT GUARDRAIL W-BEAM RAIL ELEMENT, TYPE 2, CLASS A (STAINED)

A-10

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0950 Line A1540 20 HOUR $ $

62201-2850 Line A1560 20 HOUR $ $

62201-3350 Line A1580 20 HOUR $ $

62301-0000 Line A1600 150 HOUR $ $

62302-0100 Line A1620 20 HOUR $ $

62302-1100 Line A1640 20 HOUR $ $

62303-1000 Line A1660 ALL LPSM $

62406-0300 Line A1680 4.0 ACRE $ $

62510-2000 Line A1700 3.6 ACRE $ $

62515-2000 Line A1720 3.2 ACRE $ $

62515-3000 Line A1740 0.5 ACRE $ $

62630-0350 Line A1760 100 EACH $ $

63301-0000 Line A1780 110 EACH $ $

63308-2000 Line A1800 182 EACH $ $

63309-0100 Line A1820 335 EACH $ $

63316-1000 Line A1840 5 EACH $ $

63325-0000 Line A1860 50 LNFT $ $

63402-0700 Line A1880 38.0 MILE $ $

63402-0800 Line A1900 1.6 MILE $ $

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

PLANTINGS, TREES, BALLED AND BURLAPPED (GOVERNMENT FURNISHED)

SIGN SYSTEM

OBJECT MARKER, TYPE 2

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED SURVEY SERVICES

SPECIAL LABOR, HIRED TECHNICAL SERVICES

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

MUMBLE STRIP

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, BROKEN

A-11

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63405-0050 Line A1920 15 EACH $ $

63501-1000 Line A1940 ALL LPSM $

63502-0600 Line A1960 3 EACH $ $

63502-0900 Line A1980 20 EACH $ $

63502-2000 Line A2000 2 EACH $ $

63502-3900 Line A2020 21 EACH $ $

63503-1000 Line A2040 500 LNFT $ $

63506-0500 Line A2060 2,160 HOUR $ $

63506-0600 Line A2080 720 HOUR $ $

63701-0000 Line A2100 1 EACH $ $

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

FIELD OFFICE

Schedule A Alternate Bid Item

15401-0000 CONTRACT TESTING (GOVERNMENT FURNISHED LAB)* $ __________________

* See page A-4 of this Solicitation for an explanation of how to bid this item.

A-12

Schedule B Account: ALL

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line B0020 ALL LPSM $

15210-3000 Line B0040 10.719 MILE $ $

15215-1000 Line B0060 13 EACH $ $

15215-3000 Line B0080 33 EACH $ $

15215-7000 Line B0100 4 EACH $ $

15225-0000 Line B0120 0.564 MILE $ $

15236-2000 Line B0140 1.128 MILE $ $

15301-0000 Line B0160 ALL LPSM $

15401-0000 Line B0180 ALL LPSM $

15501-0000 Line B0200 ALL LPSM $

15705-0100 Line B0220 4,600 LNFT $ $

15705-1400 Line B0240 5,350 LNFT $ $

15706-0200 Line B0260 90 EACH $ $

15706-0300 Line B0280 1,500 EACH $ $

15706-1000 Line B0300 6 EACH $ $

15706-1600 Line B0320 2 EACH $ $

15802-0000 Line B0340 ALL LPSM $

20101-0000 Line B0360 8.0 ACRE $ $

20104-0000 Line B0380 27.0 ACRE $ $

Schedule Total: ________________________

Submitted by: _________________________

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, APPROACH ROAD

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

CLEARING

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, SANDBAG

SOIL EROSION CONTROL, INLET PROTECTION

SURVEY CONTROL, GRADE FINISHING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

A-13

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20120-1000 Line B0400 60 EACH $ $

20301-1100 Line B0420 1 EACH $ $

20301-1900 Line B0440 19 EACH $ $

20301-2400 Line B0460 90 EACH $ $

20302-1200 Line B0480 4,190 LNFT $ $

20303-1600 Line B0500 1,965 SQYD $ $

20401-0000 Line B0520 18,300 CUYD $ $

20402-0000 Line B0540 14,300 CUYD $ $

20403-0000 Line B0560 8,700 CUYD $ $

20425-1000 Line B0580 450 LNFT $ $

20441-0000 Line B0600 5,600 CUYD $ $

25101-0200 Line B0620 135 CUYD $ $

25101-0300 Line B0640 210 CUYD $ $

25125-0000 Line B0660 65 EACH $ $

25126-0000 Line B0680 45 EACH $ $

25201-0000 Line B0700 1,850 CUYD $ $

25205-1000 Line B0720 1,635 CUYD $ $

25305-1000 Line B0740 55 SQYD $ $

30201-2000 Line B0760 5,215 CUYD $ $

REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

ROADWAY AGGREGATE, METHOD 2

REMOVE AND RESET BOULDER

SPECIAL ROCK EMBANKMENT

ROCK BUTTRESS, MECHANICALLY-PLACED

UNCLASSIFIED BORROW

DITCH, EXCAVATION

WASTE

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL

PLACED RIPRAP, METHOD A, CLASS 2

PLACED RIPRAP, METHOD A, CLASS 3

BOULDER

REMOVAL, INDIVIDUAL TREE

REMOVAL OF GATE

REMOVAL OF PAVEMENT, ASPHALT

ROADWAY EXCAVATION

SUBEXCAVATION

A-14

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30301-1000 Line B0780 3.000 MILE $ $

30401-5500 Line B0800 12.040 MILE $ $

40101-5600 Line B0820 33,310 TON $ $

40105-3000 Line B0840 330 TON $ $

40601-0000 Line B0860 85 TON $ $

41102-1000 Line B0880 198,700 SQYD $ $

41105-0000 Line B0900 260 TON $ $

41201-0000 Line B0920 85 TON $ $

55901-0000 Line B0940 80 SQYD $ $

60201-0800 Line B0960 1,890 LNFT $ $

60201-0900 Line B0980 70 LNFT $ $

60201-1000 Line B1000 140 LNFT $ $

60210-0800 Line B1020 64 EACH $ $

60210-0900 Line B1040 1 EACH $ $

60210-1000 Line B1060 4 EACH $ $

60212-0800 Line B1080 6 EACH $ $

60403-0000 Line B1100 1 EACH $ $

60409-0000 Line B1120 1 EACH $ $

60501-0000 Line B1140 2,000 LNFT $ $

INLET

INLET TOP, METAL FRAME AND GRATE

STANDARD UNDERDRAIN SYSTEM

30-INCH PIPE CULVERT

36-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

ELBOW, 24-INCH

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

MEMBRANE WATERPROOFING

24-INCH PIPE CULVERT

DITCH RECONDITIONING

FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

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

ANTISTRIP ADDITIVE, TYPE 3

A-15

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60502-0000 Line B1160 1,100 LNFT $ $

60704-0000 Line B1180 1 EACH $ $

60704-0000 Line B1200 5 EACH $ $

60901-1200 Line B1220 430 LNFT $ $

60905-1000 Line B1240 275 LNFT $ $

60908-1000 Line B1260 195 SQYD $ $

61501-0100 Line B1280 220 SQYD $ $

61701-1200 Line B1300 75 LNFT $ $

61701-4100 Line B1320 56 LNFT $ $

61701-4500 Line B1340 1,413 LNFT $ $

61702-0300 Line B1360 1 EACH $ $

61702-0400 Line B1380 2 EACH $ $

61702-0800 Line B1400 2 EACH $ $

61702-1500 Line B1420 3 EACH $ $

61705-0100 Line B1440 37.5 LNFT (CQ) $ $

61707-0000 Line B1460 100 LNFT (CQ) $ $

61902-0000 Line B1480 1 EACH $ $

62201-0250 Line B1500 30 HOUR $ $

62201-0550 Line B1520 30 HOUR $ $

STRUCTURE TRANSITION RAILING (STAINED)

GATE (ROAD CLOSED)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (STAINED)

TERMINAL SECTION, TYPE G4-BAT (STAINED)

TERMINAL SECTION, TYPE G4-CRT (STAINED)

TERMINAL SECTION TYPE TANGENT (STAINED)

TERMINAL SECTION, TYPE MGS TANGENT (STAINED)

REPLACEMENT GUARDRAIL W-BEAM RAIL ELEMENT, TYPE 2, CLASS A (STAINED)

CURB, CONCRETE, 14-INCH DEPTH

GUTTER, CONCRETE (VALLEY GUTTER, 6-INCH DEPTH)

PAVED DITCH, ASPHALT

SIDEWALK, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS (STAINED)

GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A (STAINED)

GEOCOMPOSITE UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

CLEANING CULVERT IN PLACE (INLET BASIN)

A-16

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0950 Line B1540 30 HOUR $ $

62201-2850 Line B1560 30 HOUR $ $

62201-3350 Line B1580 30 HOUR $ $

62301-0000 Line B1600 150 HOUR $ $

62302-0100 Line B1620 20 HOUR $ $

62302-1100 Line B1640 20 HOUR $ $

62303-1000 Line B1660 ALL LPSM $

62406-0300 Line B1680 4.0 ACRE $ $

62510-2000 Line B1700 3.6 ACRE $ $

62515-2000 Line B1720 3.2 ACRE $ $

62515-3000 Line B1740 0.5 ACRE $ $

62630-0350 Line B1760 100 EACH $ $

63301-0000 Line B1780 130 EACH $ $

63308-2000 Line B1800 276 EACH $ $

63309-0100 Line B1820 445 EACH $ $

63316-1000 Line B1840 5 EACH $ $

63325-0000 Line B1860 50 LNFT $ $

63402-0700 Line B1880 56.0 MILE $ $

63402-0800 Line B1900 2.5 MILE $ $

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

MUMBLE STRIP

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, BROKEN

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

PLANTINGS, TREES, BALLED AND BURLAPPED (GOVERNMENT FURNISHED)

SIGN SYSTEM

OBJECT MARKER, TYPE 2

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED SURVEY SERVICES

SPECIAL LABOR, HIRED TECHNICAL SERVICES

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

A-17

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63405-0050 Line B1920 20 EACH $ $

63501-1000 Line B1940 ALL LPSM $

63502-0600 Line B1960 3 EACH $ $

63502-0900 Line B1980 100 EACH $ $

63502-1300 Line B2000 200 EACH $ $

63502-2000 Line B2020 2 EACH $ $

63502-3900 Line B2040 30 EACH $ $

63503-1000 Line B2060 500 LNFT $ $

63505-1000 Line B2080 2.2 MILE $ $

63506-0500 Line B2100 2,640 HOUR $ $

63506-0600 Line B2120 880 HOUR $ $

63602-7000 Line B2140 1 EACH $ $

63701-0000 Line B2160 1 EACH $ $

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

SYSTEM INSTALLATION, SPEED FEEDBACK SIGN

FIELD OFFICE

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

PAVEMENT MARKINGS, SYMBOLS

Schedule B Alternate Bid Item

15401-0000 CONTRACT TESTING (GOVERNMENT FURNISHED LAB)* $ __________________

A-18

Schedule C Account: ALL

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line C0020 ALL LPSM $

15210-3000 Line C0040 14.412 MILE $ $

15215-1000 Line C0060 30 EACH $ $

15215-3000 Line C0080 47 EACH $ $

15215-7000 Line C0100 4 EACH $ $

15225-0000 Line C0120 0.564 MILE $ $

15236-2000 Line C0140 1.128 MILE $ $

15301-0000 Line C0160 ALL LPSM $

15401-0000 Line C0180 ALL LPSM $

15501-0000 Line C0200 ALL LPSM $

15705-0100 Line C0220 5,000 LNFT $ $

15705-1400 Line C0240 5,930 LNFT $ $

15706-0200 Line C0260 95 EACH $ $

15706-0300 Line C0280 1,500 EACH $ $

15706-1000 Line C0300 15 EACH $ $

15706-1600 Line C0320 2 EACH $ $

15802-0000 Line C0340 ALL LPSM $

20101-0000 Line C0360 8.0 ACRE $ $

20104-0000 Line C0380 36.0 ACRE $ $

Schedule Total: ________________________

Submitted by: _________________________

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, APPROACH ROAD

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

CLEARING

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, SANDBAG

SOIL EROSION CONTROL, INLET PROTECTION

SURVEY CONTROL, GRADE FINISHING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

A-19

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20120-1000 Line C0400 80 EACH $ $

20301-1100 Line C0420 1 EACH $ $

20301-1900 Line C0440 21 EACH $ $

20301-2400 Line C0460 135 EACH $ $

20302-0200 Line C0480 565 LNFT $ $

20302-1200 Line C0500 11,895 LNFT $ $

20302-1300 Line C0520 565 LNFT $ $

20303-1600 Line C0540 3,800 SQYD $ $

20401-0000 Line C0560 22,600 CUYD $ $

20402-0000 Line C0580 14,300 CUYD $ $

20403-0000 Line C0600 4,360 CUYD $ $

20425-1000 Line C0620 850 LNFT $ $

20441-0000 Line C0640 5,600 CUYD $ $

25101-0200 Line C0660 170 CUYD $ $

25101-0300 Line C0680 220 CUYD $ $

25101-0400 Line C0700 25 CUYD $ $

25125-0000 Line C0720 65 EACH $ $

25126-0000 Line C0740 45 EACH $ $

25201-0000 Line C0760 1,850 CUYD $ $

REMOVE AND RESET BOULDER

SPECIAL ROCK EMBANKMENT

PLACED RIPRAP, METHOD A, CLASS 3

PLACED RIPRAP, METHOD A, CLASS 4

BOULDER

ROADWAY EXCAVATION

SUBEXCAVATION

UNCLASSIFIED BORROW

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF CURB

DITCH, EXCAVATION

WASTE

PLACED RIPRAP, METHOD A, CLASS 2

REMOVAL, INDIVIDUAL TREE

REMOVAL OF GATE

REMOVAL OF GUARDRAIL

REMOVAL OF GUARDRAIL, CONCRETE BARRIER

REMOVAL OF PAVEMENT, ASPHALT

A-20

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25205-1000 Line C0780 1,635 CUYD $ $

25305-1000 Line C0800 55 SQYD $ $

30201-2000 Line C0820 6,250 CUYD $ $

30301-1000 Line C0840 3.500 MILE $ $

30401-5500 Line C0860 16.046 MILE $ $

40101-5600 Line C0880 44,000 TON $ $

40105-3000 Line C0900 440 TON $ $

40601-0000 Line C0920 115 TON $ $

41102-1000 Line C0940 263,000 SQYD $ $

41105-0000 Line C0960 340 TON $ $

41201-0000 Line C0980 115 TON $ $

55222-0000 Line C1000 ALL LPSM $

55901-0000 Line C1020 195 SQYD $ $

60101-0000 Line C1040 3 CUYD $ $

60103-0000 Line C1060 1 EACH $ $

60103-0000 Line C1080 3 EACH $ $

60103-0000 Line C1100 5 EACH $ $

60201-0800 Line C1120 2,440 LNFT $ $

60201-0900 Line C1140 70 LNFT $ $

CONCRETE, HEADWALL (FULL HEIGHT)

24-INCH PIPE CULVERT

30-INCH PIPE CULVERT

TACK COAT

REPAIR CONCRETE

MEMBRANE WATERPROOFING

CONCRETE (COLLAR, MSE REPAIR)

CONCRETE, HEADWALL (MSE REPAIR)

CONCRETE, HEADWALL (HALF HEIGHT)

FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

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

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

ROCK BUTTRESS, MECHANICALLY-PLACED

REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

ROADWAY AGGREGATE, METHOD 2

DITCH RECONDITIONING

A-21

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-1000 Line C1160 140 LNFT $ $

60201-1200 Line C1180 225 LNFT $ $

60210-0800 Line C1200 81 EACH $ $

60210-0900 Line C1220 1 EACH $ $

60210-1000 Line C1240 4 EACH $ $

60211-1000 Line C1260 1 EACH $ $

60212-0800 Line C1280 6 EACH $ $

60230-0000 Line C1300 4 EACH $ $

60403-0000 Line C1320 2 EACH $ $

60409-0000 Line C1340 2 EACH $ $

60501-0000 Line C1360 2,000 LNFT $ $

60502-0000 Line C1380 1,100 LNFT $ $

60704-0000 Line C1400 12 EACH $ $

60704-0000 Line C1420 10 EACH $ $

60901-1200 Line C1440 430 LNFT $ $

60905-1000 Line C1460 275 LNFT $ $

60908-1000 Line C1480 195 SQYD $ $

61501-0100 Line C1500 220 SQYD $ $

61701-1200 Line C1520 263 LNFT $ $

GUTTER, CONCRETE (VALLEY GUTTER, 6-INCH DEPTH)

PAVED DITCH, ASPHALT

SIDEWALK, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS (STAINED)

INLET TOP, METAL FRAME AND GRATE

STANDARD UNDERDRAIN SYSTEM

GEOCOMPOSITE UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

CLEANING CULVERT IN PLACE (INLET BASIN)

CURB, CONCRETE, 14-INCH DEPTH

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

ELBOW, 24-INCH

DEBRIS RACK

INLET

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

A-22

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61701-4100 Line C1540 56 LNFT $ $

61701-4500 Line C1560 8,338 LNFT $ $

61702-0300 Line C1580 1 EACH $ $

61702-0400 Line C1600 2 EACH $ $

61702-0800 Line C1620 6 EACH $ $

61702-1500 Line C1640 17 EACH $ $

61705-0100 Line C1660 100.0 LNFT (CQ) $ $

61707-0000 Line C1680 200 LNFT (CQ) $ $

61801-0000 Line C1700 550 LNFT $ $

61902-0000 Line C1720 1 EACH $ $

62201-0250 Line C1740 40 HOUR $ $

62201-0550 Line C1760 40 HOUR $ $

62201-0950 Line C1780 40 HOUR $ $

62201-2850 Line C1800 40 HOUR $ $

62201-3350 Line C1820 40 HOUR $ $

62301-0000 Line C1840 150 HOUR $ $

62302-0100 Line C1860 60 HOUR $ $

62302-1100 Line C1880 20 HOUR $ $

62303-1000 Line C1900 ALL LPSM $

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED SURVEY SERVICES

SPECIAL LABOR, HIRED TECHNICAL SERVICES

CONCRETE BARRIER

GATE (ROAD CLOSED)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

TERMINAL SECTION, TYPE G4-BAT (STAINED)

TERMINAL SECTION, TYPE G4-CRT (STAINED)

TERMINAL SECTION TYPE TANGENT (STAINED)

TERMINAL SECTION, TYPE MGS TANGENT (STAINED)

REPLACEMENT GUARDRAIL W-BEAM RAIL ELEMENT, TYPE 2, CLASS A (STAINED)

STRUCTURE TRANSITION RAILING…