6982AF22B000014.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF22B000014

SOLICITATION TYPE: FULL AND OPEN COMPETITION

PROJECT NUMBER: CO FLAP US36(1)

PROJECT NAME: DOWNTOWN ESTES PARK LOOP

BID OPENING DATE:

See Page A-1, Item 13A

This solicitation cites Standard Specifications for

Construction of Roads and Bridges on

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

PROJECT CO FLAP US36(1)

LOCATION ESTES PARK

COUNTY LARIMER

STATE COLORADO

LENGTH SCHEDULE A: 1.10 MILES

OPTION X: 1.30 MILES

TYPE OF IMPROVEMENT BRIDGE AND ROADWAY

RECONSTRUCTION

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-6

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

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

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

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

Division 150 ................................................................................................................... E-30

Division 200 ................................................................................................................... E-52

Division 300 ................................................................................................................... E-61

Division 400 ................................................................................................................... E-62

Division 500 ................................................................................................................... E-75

Division 600 ................................................................................................................... E-89

Division 700 ................................................................................................................. E-134

APPENDICES

Appendix A ...Colorado Department of Transportation Lighting and Traffic Specifications

Appendix B ............... Estes Park Water Division Water System Engineering Design Stds.

Appendix C ............ Estes Park Sanitation District Collection Lines Rules and Regulations

Appendix D ................ Estes Park Light & Power Department Construction Unit Standards

Appendix E ......................................... Community Wildfire Protection Plan for Estes Park

Appendix F...................................................... Sample 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 G ................................................................................................. 401/404 Permits

Appendix H ................................................................................................... NPDES Permit

Appendix I ...................................................................................... FEMA-CLOMR Permit

PROJECT OVERVIEW

The project is located in Estes Park, Colorado and provides a for one-way two-lane couplet for traffic through Town and access to Rocky Mountain National Park. The scope of this project consists of a combination of reconstruction and rehabilitation of 2.3 miles of urban streets. The work includes construction of a new bridge at Ivy Street, retaining walls throughout the project, landscaping and irrigation, sidewalk, and a new roundabout at the intersection of Moraine Avenue, Crags Drive and Riverside Drive. Schedule A includes all the Downtown Loop work and Option X include milling and overlaying 1.3 miles West Elkhorn Avenue.

NOTICE TO BIDDERS

A-i

I. PRE-BID INFORMATION

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

Bid Package–

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

• Bid Schedule Pages A-6 through A-23

• Completed an applicable Authority to Bind certificate, pages A-58 through A-29

• Buy American Act & Hazardous Materials, Pages A-30 through A-31

• 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.

o Digital copies may be downloaded at https://www.gsa.gov/forms-library/bid-bond

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

B-6.

• HUBZone small business concerns electing to waive the evaluation preference, complete 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, Section C of the IFB.

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

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

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

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

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

Applicable FAR/TAR provisions and clauses in this IFB are incorporated by reference or full text.

https://www.gsa.gov/forms-library/bid-bond https://sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov

A-ii

FAR provisions and clauses incorporated by reference can be accessed on the Internet at https://www.acquisition.gov/content/regulations.

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

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

4.1102. Register online at www.sam.gov.

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

Highway, Street & Bridge Construction with a small business size standard of $39.5 million. If your average annual gross receipts for the past 5 years are above $39.5 million, you are a large business for this solicitation. If they are below $39.5 million you are a small business. Before submitting bids, you must ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov. Include NAICS 237310 in your SAM profile.

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

• My firm had a qualifying Federal Contract in 2021 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2021 and is therefore exempt from the reporting requirements

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

10% to the price of all offers except HUBZone small business concerns that have not waived the evaluation preference and otherwise successful offers from small business concerns. See FAR

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

In the event this full and open competition results in a contract award to a qualified HUBZone SBC after a price evaluation preference, FAR Clause 52.219-14, Limitations on Subcontracting will apply.

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.

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).

https://www.acquisition.gov/content/regulations http://www.sam.gov/ http://www.sam.gov/

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON SEPTEMBER 30, 2022

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at https://sam.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 to participate in performing contracts let by any Federal agency.

FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $1.5 million, is required to submit a subcontracting plan prior to contract award.

The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of request of the CO, that bidder may be ineligible for award of the contract.

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

Small Business Administration’s Subcontracting Network (SUB-NET) https://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net mailto:CFLContracts@dot.gov https://sam.gov/ https://web.sba.gov/subnet/

A-iv fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of

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

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

See Appendix F for Sample Small Business Subcontracting Plan.

NOTE:

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

FHWA Small Business Subcontracting Goals (As of FY 2022)

Business Size Goal (%)

SB 46.0%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

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

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

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

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

See Subsection 108.01.

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF22B000014

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

09/2/2022

PAGE OF

PAGES

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

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

HFLCEO210121PR

6. PROJECT NO.

CO FLAP US36(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 10/4/22 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

STANDARD FORM 1442 (REV. 8/2014) BACK

OFFEROR (Must be fully completed by offeror)

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

15. TELEPHONE NO. (Include area code)

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

DUNS NO.

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

AMOUNTS

SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE

20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE:

27. PAYMENT WILL BE MADE BY

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-2

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

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

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

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

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

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

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

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

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to https://sam.gov.

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $10,000,000 and $20,000,000.

A-3 https://sam.gov/

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and one option. Before preparing the bid, carefully read the Solicitation Provisions and the following:

• Insert a numeric unit bid price for each pay item for which a quantity appears in the bid schedule. Unit bid prices should be quoted no more precisely than the nearest cent (2 decimal places). Unit bid prices quoted more precisely will be rounded up to the nearest cent by the Government

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

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

• Total all amounts bid for each pay item and show the Construction Cost Total on the space provided on the last page of each schedule or option.

• Also show the Construction Cost Total for each schedule/option as well as the combined Total of each Schedule and the Option in the spaces provided on the Bid Summary page.

NOTE: If the amount bid for a pay item is inconsistent with the product of the unit price provided by the bidder and the quantity provided by the Government, the unit price will govern and the

Government will determine a corrected amount bid for the pay item by multiplying the unit price by the quantity.

Pay Item 15401-0000, Contractor testing

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

OPTION.

Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory for each schedule. The price for this item will be included in the Construction Cost Total for each schedule and all totals on the Bid Summary, page A-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 for the alternative item, Contractor Testing using a Government-furnished field laboratory, at the end of each bid schedule. This price will not be factored into the evaluation for award.

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

Contractor Testing items at the respective bid price.

A-4

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A and Option X. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A.

Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 90 days after contract award, per FAR clause 52.217-7, Option for

Increased Quantity- Separately Priced Line Item (MAR 1989).

A-5

Page A - 6

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:CO FLAP US 36(1)

Project Name:Downtown Estes Park Loop

Page A - 7

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL (MECHANICALLY STABILIZED)

25801-0000 REINFORCED CONCRETE RETAINING WALL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-3500 PRECAST, PRESTRESSED CONCRETE SLAB (GIRDER)

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1200 BRIDGE RAILING, STEEL, THREE RAIL (TYPE 10MASH, SPECIAL)

56302-1000 PAINTING, CONCRETE STRUCTURE

56901-0000 CONCRETE OVERLAY

60101-0000 CONCRETE

64604-3000 FIXTURE, PEDESTRIAN RAILING

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15210-4000 CENTERLINE, ESTABLISHMENT

0.360 MILE $____________ $____________

A0060 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0080 15215-2000 SURVEY AND STAKING, BRIDGE

1 EACH $____________ $____________

A0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

50 EACH $____________ $____________

A0120 15215-8000 SURVEY AND STAKING, INTERSECTION

2 EACH $____________ $____________

A0140 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.950 MILE $____________ $____________

A0160 15236-2000 SURVEY CONTROL, GRADE FINISHING

1.910 MILE $____________ $____________

A0180 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

(Contractor-furnished Lab)

Page A - 8

A0220 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0240 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A0260 15702-3000 SOIL EROSION CONTROL, SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A0280 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0300 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0320 20101-0000 CLEARING AND GRUBBING

1.0 ACRE $____________ $____________

A0340 20220-1000 REMOVAL, INDIVIDUAL TREE

75 EACH $____________ $____________

A0360 20301-0100 REMOVAL OF BOLLARD

4 EACH $____________ $____________

A0380 20301-0400 REMOVAL OF BRIDGE

1 EACH $____________ $____________

A0400 20301-1400 REMOVAL OF INLET

10 EACH $____________ $____________

A0420 20301-1700 REMOVAL OF MANHOLE

1 EACH $____________ $____________

A0440 20301-2400 REMOVAL OF SIGN

70 EACH $____________ $____________

A0460 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

4,400 LNFT $____________ $____________

A0480 20302-2100 REMOVAL OF PIPE CULVERT

630 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 9

A0500 20302-2300 REMOVAL OF WATERLINE (SERVICE LINE)

210 LNFT $____________ $____________

A0520 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

3,063 SQYD $____________ $____________

A0540 20303-3600 REMOVAL OF WALL

320 SQYD $____________ $____________

A0560 20401-0000 ROADWAY EXCAVATION

10,700 CUYD $____________ $____________

A0580 20801-0000 STRUCTURE EXCAVATION

840 CUYD $____________ $____________

A0600 20803-0000 STRUCTURAL BACKFILL (MECHANICALLY STABILIZED)

930 CUYD $____________ $____________

A0620 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

20 CUYD $____________ $____________

A0640 25101-2500 PLACED RIPRAP, METHOD B, CLASS 5

190 CUYD $____________ $____________

A0660 25101-2700 PLACED RIPRAP, METHOD B, CLASS 7

300 CUYD $____________ $____________

A0680 25125-0000 BOULDER (4'LX2'WX2'H ROUGH CUT SANDSTONE)

10 EACH $____________ $____________

A0700 25125-0000 BOULDER (24-INCH DIA.)

10 EACH $____________ $____________

A0720 25125-0000 BOULDER (36-INCH DIA.)

9 EACH $____________ $____________

A0740 25126-0000 REMOVE AND RESET BOULDER

170 EACH $____________ $____________

A0760 25210-0000 ROCKERY (SANDSTONE RIVER ACCESS)

550 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 10

A0780 25210-0000 ROCKERY (DRY STACKED, SLOPED BOULDER WALL)

500 SQFT $____________ $____________

A0800 25501-2000 MECHANICALLY STABILIZED EARTH WALL, GABION FACE

2,800 SQFT $____________ $____________

A0820 25510-0000 SELECT GRANULAR BACKFILL

1,080 CUYD $____________ $____________

A0840 25701-0100 CONTRACTOR FURNISHED GABION WALL DESIGN

ALL LPSM $___LPSM_____ $____________

A0860 25801-0000 REINFORCED CONCRETE RETAINING WALL

1,880 SQFT $____________ $____________

A0880 25801-0000 REINFORCED CONCRETE RETAINING WALL (TYPE 2 WITH STONE CAP)

1,000 SQFT $____________ $____________

A0900 25801-0000 REINFORCED CONCRETE RETAINING WALL (BRICK COPING)

440 SQFT $____________ $____________

A0920 25801-0000 REINFORCED CONCRETE RETAINING WALL (TYPE 1A WITH STONE CAP)

670 SQFT $____________ $____________

A0940 25801-0000 REINFORCED CONCRETE RETAINING WALL (TYPE 3 WITH STONE CAP)

750 SQFT $____________ $____________

A0960 25801-0000 REINFORCED CONCRETE RETAINING WALL (TYPE 1B WITH STONE CAP)

40 SQFT $____________ $____________

A0980 30101-0000 AGGREGATE BASE

5,700 TON $____________ $____________

A1020 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

5,800 TON $____________ $____________

A1060 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

570 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 11

A1100 40302-0000 ASPHALT CONCRETE PAVEMENT (TEMPORARY)

4,200 SQYD $____________ $____________

A1120 40601-0000 FOG SEAL

10 TON $____________ $____________

A1140 41102-1000 PRIME COAT, METHOD 1

15,000 SQYD $____________ $____________

A1160 41105-0000 BLOTTER

40 TON $____________ $____________

A1180 41201-0000 TACK COAT

20 TON $____________ $____________

A1200 41301-0000 ASPHALT PAVEMENT MILLING

9,200 SQYD $____________ $____________

A1220 41401-2000 CRACKS, CLEANING AND SEALING

3,200 LNFT $____________ $____________

A1240 41401-3000 CRACKS, CLEANING AND FILLING

1,600 LNFT $____________ $____________

A1260 41410-0000 JOINT SEALANT AND CRACK FILLER

120 LB $____________ $____________

A1280 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

1,325 SQYD $____________ $____________

A1300 50101-2900 MINOR CONCRETE PAVEMENT, PLAIN, 9-INCH DEPTH (COLORED)

200 SQYD $____________ $____________

A1320 50101-2900 MINOR CONCRETE PAVEMENT, PLAIN, 9-INCH DEPTH

4,400 SQYD $____________ $____________

A1340 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

405 CUYD $____________ $____________

A1360 55302-3500 PRECAST, PRESTRESSED CONCRETE SLAB (GIRDER)

607 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 12

A1380 55401-2000 REINFORCING STEEL, EPOXY COATED

74,897 LB $____________ $____________

A1400 55601-1200 BRIDGE RAILING, STEEL, THREE RAIL (TYPE 10MASH, SPECIAL)

581 LNFT $____________ $____________

A1420 56302-1000 PAINTING, CONCRETE STRUCTURE

950 SQFT $____________ $____________

A1440 56401-3000 BEARING DEVICE, SLIDING

32 EACH $____________ $____________

A1460 56501-0200 DRILLED SHAFT, 24-INCH DIAMETER

240 LNFT $____________ $____________

A1480 56501-0300 DRILLED SHAFT, 30-INCH DIAMETER

70 LNFT $____________ $____________

A1500 56901-0000 CONCRETE OVERLAY

371 SQYD $____________ $____________

A1520 60101-0000 CONCRETE

11 CUYD $____________ $____________

A1540 60102-0000 CONCRETE (MINOR STRUCTURES, STAIRS)

60 SQYD $____________ $____________

A1560 60102-0000 CONCRETE (MINOR STRUCTURES, ADA RAMP)

35 SQYD $____________ $____________

A1580 60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT

3 EACH $____________ $____________

A1600 60103-2040 CONCRETE, HEADWALL FOR 60-INCH EQUIVALENT DIAMETER PIPE

CULVERT

1 EACH $____________ $____________

A1620 60201-0500 15-INCH PIPE CULVERT (HDPE)

10 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 13

A1640 60201-0500 15-INCH PIPE CULVERT

180 LNFT $____________ $____________

A1660 60201-0600 18-INCH PIPE CULVERT

1,000 LNFT $____________ $____________

A1680 60201-0800 24-INCH PIPE CULVERT

145 LNFT $____________ $____________

A1700 60201-0900 30-INCH PIPE CULVERT

170 LNFT $____________ $____________

A1720 60201-1200 48-INCH PIPE CULVERT

60 LNFT $____________ $____________

A1740 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

90 LNFT $____________ $____________

A1760 60202-1000 60-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

480 LNFT $____________ $____________

A1780 60401-0000 MANHOLE

5 EACH $____________ $____________

A1800 60401-0000 MANHOLE (BOX BASE)

5 EACH $____________ $____________

A1820 60403-0000 INLET TYPE 16 (DOUBLE) (10 FOOT)

3 EACH $____________ $____________

A1840 60403-0000 INLET TYPE R KL10 (10 FOOT)

1 EACH $____________ $____________

A1860 60403-0000 INLET (TYPE 13, 5-FOOT)

3 EACH $____________ $____________

A1880 60403-0000 INLET (TYPE D, 10-FOOT)

3 EACH $____________ $____________

A1900 60403-0000 INLET (TYPE R L 5, 10-FOOT)

7 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 14

A1920 60403-0000 INLET (TYPE R L 10, 10-FOOT)

1 EACH $____________ $____________

A1940 60403-0000 INLET (TYPE 16, DOUBLE, 5-FOOT)

2 EACH $____________ $____________

A1960 60403-0000 INLET (TYPE 16, 10-FOOT)

3 EACH $____________ $____________

A1980 60403-0000 INLET (TYPE 16, TRIPLE, 5-FOOT)

1 EACH $____________ $____________

A2000 60403-0000 INLET (TYPE R L 15, 5-FOOT)

1 EACH $____________ $____________

A2020 60403-0000 INLET (TYPE 16, 5-FOOT)

5 EACH $____________ $____________

A2040 60403-0000 INLET (TYPE C, 5-FOOT)

2 EACH $____________ $____________

A2060 60403-0000 INLET (TYPE R L 5, 5-FOOT)

5 EACH $____________ $____________

A2080 60405-0000 MANHOLE ADJUSTMENT

33 EACH $____________ $____________

A2100 60407-0000 CAPPING INLETS AND MANHOLES

1 EACH $____________ $____________

A2120 60526-0000 DRAINAGE CHASE

60 LNFT $____________ $____________

A2140 60901-0000 CURB, CONCRETE (TYPE 2, SECTION M)

240 LNFT $____________ $____________

A2160 60901-0000 CURB, CONCRETE (TYPE 6, SECTION M)

900 LNFT $____________ $____________

A2180 60901-0000 CURB, CONCRETE (TYPE 2, SECTION B)

1,500 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 15

A2200 60901-0000 CURB, CONCRETE (REINFORCED, 24-INCH DEPTH)

25 LNFT $____________ $____________

A2220 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH (SANDSTONE LANDSCAPE PLANTING

BED CURB)

270 LNFT $____________ $____________

A2240 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TYPE 2, SECTION IIM)

25 LNFT $____________ $____________

A2260 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TYPE 2, SECTION IB)

930 LNFT $____________ $____________

A2280 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TYPE 2, SECTION IIB)

4,700 LNFT $____________ $____________

A2300 60905-1000 GUTTER, CONCRETE (TYPE 2)

490 LNFT $____________ $____________

A2320 61101-0000 WATER SYSTEM

ALL LPSM $___LPSM_____ $____________

A2340 61103-1100 12-INCH ENCASEMENT PIPE, GALVANIZED STEEL

75 LNFT $____________ $____________

A2360 61107-0000 WATER METER (1 1/2 INCH)

2 EACH $____________ $____________

A2380 61108-4000 ADJUST VALVE BOX

34 EACH $____________ $____________

A2400 61109-4000 RELOCATE FIRE HYDRANT

1 EACH $____________ $____________

A2420 61110-1000 IRRIGATION SYSTEM

ALL LPSM $___LPSM_____ $____________

A2440 61202-1000 10-INCH SEWER LINE, PLASTIC

80 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 16

A2460 61206-0000 RELOCATE SANITARY SERVICE

1 EACH $____________ $____________

A2480 61207-0000 CLEANOUT

1 EACH $____________ $____________

A2500 61501-0100 SIDEWALK, CONCRETE

2,370 SQYD $____________ $____________

A2520 61501-0200 SIDEWALK, COLORED CONCRETE (STAMPED)

2,300 SQYD $____________ $____________

A2540 61501-0900 SIDEWALK, STONE (SALVAGED SANDSTONE PAVER)

70 SQYD $____________ $____________

A2560 61502-1000 DRIVE PAD, CONCRETE

560 SQYD $____________ $____________

A2580 61504-1000 ACCESSIBILITY RAMP, CONCRETE

760 SQYD $____________ $____________

A2600 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (7-FOOT POSTS)

160 LNFT $____________ $____________

A2620 61702-0000 TERMINAL SECTION

1 EACH $____________ $____________

A2640 61702-1200 TERMINAL SECTION, TYPE LST (TYPE 3D)

2 EACH $____________ $____________

A2660 61702-1200 TERMINAL SECTION, TYPE LST (TYPE 3K)

1 EACH $____________ $____________

A2680 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (NON FLARED)(TL-3)

1 EACH $____________ $____________

A2700 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM (TYPE 3G)

25 LNFT $____________ $____________

A2720 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM (TYPE 3H)

20 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 17

A2740 61708-1000 REMOVE AND RESET, GUARDRAIL

13 LNFT $____________ $____________

A2760 61901-0000 FENCE (TREE PROTECTION)

1,200 LNFT $____________ $____________

A2780 61901-0000 FENCE (ELK TREE PROTECTION)

3,100 LNFT $____________ $____________

A2800 61901-2250 FENCE, RAIL

100 LNFT $____________ $____________

A2820 61904-0000 BOLLARD POST

4 EACH $____________ $____________

A2840 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A2860 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A2880 62201-2050 ROLLER

80 HOUR $____________ $____________

A2900 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

A2920 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.5 CUBIC YARD MINIMUM

CAPACITY

80 HOUR $____________ $____________

A2940 62301-0000 GENERAL LABOR

120 HOUR $____________ $____________

A2960 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

60 HOUR $____________ $____________

A2980 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

60 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 18

A3000 62403-0000 FURNISHING AND PLACING TOPSOIL

770 CUYD $____________ $____________

A3020 62511-1000 SEEDING, DRY METHOD (LOW GROW NATIVE GRASS SEEDING)

2,000 SQYD $____________ $____________

A3040 62511-1000 SEEDING, DRY METHOD (NATIVE SEEDING)

1,400 SQYD $____________ $____________

A3060 62516-4000 MULCHING, HAND METHOD

1,090 SQYD $____________ $____________

A3080 62632-0000 PLANTINGS

ALL LPSM $___LPSM_____ $____________

A3100 62635-3000 CUTTINGS, WILLOW POLE

270 EACH $____________ $____________

A3120 62640-0000 TREE GRATE

10 EACH $____________ $____________

A3140 62701-0000 SOD

2,470 SQYD $____________ $____________

A3160 63301-0000 SIGN SYSTEM (P1, 2 1/2-INCH ROUND NP-40, POST & SLIPBASE)

72 EACH $____________ $____________

A3180 63301-0000 SIGN SYSTEM (P, 2-INCH ROUND, POST & SOCKET)

60 EACH $____________ $____________

A3200 63316-1000 REMOVE AND RESET SIGN

10 EACH $____________ $____________

A3220 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID

3.8 MILE $____________ $____________

A3240 63403-0800 PAVEMENT MARKINGS, TYPE H (STOP BAR - XWALK - SHIELD)

2,900 SQFT $____________ $____________

A3260 63403-1300 PAVEMENT MARKINGS, TYPE BIKE LANE SURFACE

130 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 19

A3280 63405-2890 PAVEMENT MARKINGS, TYPE H (WORD-SYMBOLS)

160 EACH $____________ $____________

A3300 63411-1500 RECESSED PAVEMENT MARKINGS, TYPE H, SOLID

1,400 LNFT $____________ $____________

A3320 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A3340 63501-3000 TEMPORARY TRAFFIC CONTROL, TRANSPORTATION MANAGEMENT PLAN

ALL LPSM $___LPSM_____ $____________

A3360 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

ALL LPSM $___LPSM_____ $____________

A3380 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

12 EACH $____________ $____________

A3400 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

110 EACH $____________ $____________

A3420 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

55 EACH $____________ $____________

A3440 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

110 EACH $____________ $____________

A3460 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

55 EACH $____________ $____________

A3480 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

A3500 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

4 EACH $____________ $____________

A3520 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,300 LNFT $____________ $____________

A3540 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

5,000 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 20

A3560 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

2,100 LNFT $____________ $____________

A3580 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

900 SQFT $____________ $____________

A3600 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

10,500 HOUR $____________ $____________

A3620 63601-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL

ALL LPSM $___LPSM_____ $____________

A3640 63601-2000 SYSTEM INSTALLATION, LIGHTING

ALL LPSM $___LPSM_____ $____________

A3660 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL (RRFB SYSTEM)

2 EACH $____________ $____________

A3680 63640-0200 RELOCATE SIGNAL SYSTEM (REMOVE)

ALL LPSM $___LPSM_____ $____________

A3700 63640-0700 RELOCATE ELECTRICAL LINE

ALL LPSM $___LPSM_____ $____________

A3720 63641-0200 RELOCATE SIGNAL SYSTEM (RRFB POST)

1 EACH $____________ $____________

A3740 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

A3760 64603-0100 FIXTURE, TRASH RECEPTACLE (TYPE 1, OFCI)

2 EACH $____________ $____________

A3780 64603-0300 FIXTURE, BENCH (6-FOOT, BACKLESS)

2 EACH $____________ $____________

A3800 64603-0300 FIXTURE, BENCH (6-FOOT, WITH BACK)

6 EACH $____________ $____________

A3820 64603-0700 FIXTURE, PICNIC TABLE

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 21

A3840 64604-1000 FIXTURE, HANDRAIL (STAINLESS STEEL)

220 LNFT $____________ $____________

A3860 64604-3000 FIXTURE, PEDESTRIAN RAILING

265 LNFT $____________ $____________

A3880 64620-0300 REMOVE AND RESET BENCH

2 EACH $____________ $____________

A3900 64620-0400 REMOVE AND RESET MAILBOX

2 EACH $____________ $____________

A3920 64620-0600 REMOVE AND RESET TRASH RECEPTACLE (TYPE 2)

3 EACH $____________ $____________

A3940 64620-0600 REMOVE AND RESET TRASH RECEPTACLE (TYPE 1)

3 EACH $____________ $____________

A3960 64702-3600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION

400 LNFT $____________ $____________

A3980 64704-2000 MITIGATION, ROCK WEIR

35 CUYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP US 36(1)

Project Name:Downtown Estes Park Loop

A0080 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

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

Page A - 22

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

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15210-4000 CENTERLINE, ESTABLISHMENT

1.300 MILE $____________ $____________

X0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0120 20301-2400 REMOVAL OF SIGN

30 EACH $____________ $____________

X0140 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

140 LNFT $____________ $____________

X0160 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

160 SQYD $____________ $____________

X0180 30101-0000 AGGREGATE BASE

11 TON $____________ $____________

X0200 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

3,970 TON $____________ $____________

X0240 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

40 TON $____________ $____________

X0280 40601-0000 FOG SEAL

11 TON $____________ $____________

X0300 41201-0000 TACK COAT

22 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Base

Project No:CO FLAP US 36(1)

(Contractor-furnished Lab)

Page A - 23

X0320 41301-0000 ASPHALT PAVEMENT MILLING

24,000 SQYD $____________ $____________

X0340 61501-0100 SIDEWALK, CONCRETE

28 SQYD $____________ $____________

X0360 61504-1000 ACCESSIBILITY RAMP, CONCRETE

130 SQYD $____________ $____________

X0380 61509-0000 DETECTABLE WARNING PANELS

10 SQYD $____________ $____________

X0400 63301-0000 SIGN SYSTEM (P - 2IN ROUND, POST & SOCKET)

32 EACH $____________ $____________

X0420 63316-1000 REMOVE AND RESET SIGN

20 EACH $____________ $____________

X0440 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID

6.7 MILE $____________ $____________

X0460 63403-0800 PAVEMENT MARKINGS, TYPE H (STOP BAR - XWALK)

525 SQFT $____________ $____________

X0480 63405-2890 PAVEMENT MARKINGS, TYPE H (WORD SYMBOLS)

33 EACH $____________ $____________

X0500 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

X0520 63501-3000 TEMPORARY TRAFFIC CONTROL, TRANSPORTATION MANAGEMENT PLAN

ALL LPSM $___LPSM_____ $____________

X0540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

550 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Base

Project No:CO FLAP US 36(1)

Project Name:Downtown Estes Park Loop

X0080 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

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

This page left blank

A-24

INSTRUCTIONS: When the offeror/principal is a corporation, include this certification with your offer/bid.

certification with your offer/bid.

Corporate Certificate

I, (name), certify that I am the

(title), of the corporation named as the

Offeror/Principal herein;

that (name), who signed this offer and/or bid bond on behalf of (company name) is

(title) of this corporation;

that the offer was duly signed for and on behalf of said corporation by authority and scope of its governing body, and within the scope of its corporate powers.

(signature) Affix Corporate Seal

(title)

A-25

INSTRUCTIONS: When the offeror/principal is a limited liability corporation, include this certification with your offer/bid.

Limited Liability Certificate

I, (name), certify that I am the

(title), of the limited liability company named as the Offeror/Principal herein;

that (name), who signed this offer and/or bid bond on behalf of (company name) is

(title) of this company;

that the offer was duly signed for and on behalf of said company by authority and scope of its governing body, and within the scope of its powers.

(signature) Affix Company Seal

(as applicable) (title)

A-26

INSTRUCTIONS: When the offeror/principal is a partnership, include this certification with your offer/bid.

Authority to Bind Partnership

This certifies that the names and signatures of all partners are listed below, and that the person signing the proposal has the authority to actually bind the partnership pursuant to its partnership agreement. Each of the partners individually has full authority to enter into and execute contractual instruments on behalf of said partnership, except as follows:

(State “None” or describe limitations, if any)

This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting

Officer.

(Include names and signatures of all partners)

A-27

INSTRUCTIONS: When the offeror/principal is a joint venture, include this certification

Authority to Bind Joint Venture

This certifies that the person signing the proposal has the authority to actually bind the joint venture pursuant to its joint venture agreement, and that each of the named persons listed below individually has full authority to enter into and execute contractual instruments on behalf of said joint venture, except as follows:

(State “None” or describe limitations, if any)

This authority shall remain in full force and effect until such time as the revocation of authority by any cause whatsoever has been furnished in writing to and acknowledge by the Contracting

Officer.

(Include names and signatures of all applicable individuals)

A-28

INSTRUCTIONS: When the offeror/principal is a sole proprietorship, include this

Sole Proprietorship Requirement

An Offeror/Principal that is a sole proprietorship must submit an offer/bid and a bond signed by the sole proprietor, or by one duly authorized to sign for the sole proprietor. If the signature is by someone other than the sole proprietor, a copy of the power of attorney authorizing the individual to sign must be provided with the offer/bid.

A-29

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

It is understood and agreed that the materials and components listed in Subparts 25.1 and 25.2 of the FAR are a part of this contract and are deemed to be Domestic Construction Material for the purposes of this contract.

NOTE TO CONTRACTOR:

The following information and any applicable supporting data is required for evaluation of requests under FAR Clause 52.225-11 Paragraph (c) & (d) and FAR Provision 52.225-12 Paragraph (b).

Material and/or Component

Construction Material Description

Unit of Measure

Quantity

*Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

Construction Material Description

Unit of Measure

Quantity

*Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).] [Please include name, address, telephone number and contact for suppliers surveyed. Attach copy of response; if oral, attach summary. Include all applicable supporting information.