FO_IFB_-_CO_PFH_81-1(4)_Tarryall_Creek_Road.pdf

PDF 17 MB Posted Oct 25, 2012

Attached to: CO PFH 81-1(4), Tarryall Creek Road
Solicitation number: DTFH68-13-B-00001
Issued by: Department of Transportation Federal Highway Administration

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INVITATION FOR BID

SOLICITATION NUMBER: DTFH68-13-B-00001

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CO PFH 81-1(4)

PROJECT NAME: TARRYALL CREEK ROAD

BID OPENING DATE:

See Page A-1, Block 13A

This solicitation cites

Standard Specifications for Construction of Roads and Bridges On Federal Highway Projects, FP-03 U.S. 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.cflhd.gov/contracting/construction E-mail: CFLContracts@dot.gov

PROJECT CO PFH 81-1(4),

Tarryall Creek Road

BEGINNING STATION` Schedule A: 1262+40 Option X: 1669+00 Option Y: 1709+00

ENDING STATION Schedule A: 1669+00 Option X: 1709+00 Option Y: 1746+50

LENGTH Schedule A: 7.7 Miles Option X: 0.76 Miles Option Y: 0.71 Miles

LOCATION Pike National Forest

COUNTY Park County

STATE Colorado

TYPE OF IMPROVEMENT Road reconstruction; grading, drainage, aggregate base, and asphalt surfacing.

TABLE OF CONTENTS

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

Solicitation Document Survey ............................................................................ A-v to A-vi

Solicitation, Offer, and Award ............................................................................. A-1 to A-3

Basis for Award, Partnering, and Bid Schedule ............................................... A-4 to A-21

Buy American/Hazardous Materials ............................................................... A-22 to A-23

Solicitation Provisions ....................................................................................... B-1 to B-21

Contract Clauses ................................................................................................ C-1 to C-25

Davis Bacon Wage Determination ..................................................................... D-1 to D-10

Division 100 ........................................................................................................ E2- to E-27 Division 150 ...................................................................................................... E27- to E-53 Division 200 ...................................................................................................... E-53 to E-70 Division 300 ...................................................................................................... E-70 to E-71 Division 400 .................................................................................................... E-71 to E-101 Division 600 ................................................................................................... E101 to E-120 Division 700 .................................................................................................. E-120 to E-139

APPENDICES

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

Appendix B .......................................................................................................... 401 Permit

Appendix C ......................................................................................................... 404 Permit

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard Specification for Construction of Roads and Bridges on Federal Highway Projects

NOTICE TO BIDDERS

A-i

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

Pages A-1 and A-2 (SF-1442, Solicitation, Offer & Award) Partnering, Bid Schedule, and Buy American Act Pages A-5 through A-23 Bidders Information, Reps & Certs, and Provisions Pages B-1 through B-13 (include thru

52.209-5 pages) If applicable, HUBZone small business concerns electing to waive the evaluation preference, complete 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, starting on Page C-6

Bidders should retain all other pages for their information.

Bids should be submitted in a sealed enveloped and include the Contractor’s Name, Solicitation Number and the Project Number/Name.

I. PRE-BID INFORMATION

It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm and viewed 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-03 English Units (FP-03).

The FP-03 was utilized for the design of this project. Hard copies of the FP-03 will not be provided to bidders. The FP-03 is available electronically at http://flh.fhwa.dot.gov/resources/pse/standard/ or may be purchased by contacting Bob Rosenblatt at ARC Western, telephone number 303-785- 2520 or email bob.rosenblatt@e-arc.com.

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

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

Notice of CCR Registration – you must register in the Central Contract Registration (CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart 4.1103(c). Register online at www.ccr.gov or call toll free: 888-227-2423.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $33.5 million. If your average annual gross receipts for the past 3 years are above $33.5 million, you are a large business for this solicitation. If they are below $33.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and

A-ii

Certifications on Page B-1. Your small business information is pulled into the Online Representations and Certifications Application (ORCA) website from the Central Contractor Registration (CCR). Please include NAICS 237310 in your CCR. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the ORCA website at http://orca.bpn.gov.

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

In the event this full and open competition results in a contract award to a qualified HUBZone SBC after a price evaluation preference, FAR Clause 52.236-1, Performance of Work by the Contractor does not apply.

§126.700 of the Code of Federal Regulations (Title 13, Part 126, Subpart G), stated below, will replace the performance of work requirements stated in the above mentioned FAR clause.

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must spend at least 50% of the cost of the contract incurred for personnel on its own employees or employees of other qualified HUBZone SBCs. This requirement may be met by expending at least 50% of the cost of the contract incurred for personnel on its employees or it may subcontract at least 35% of the cost of the contract performance incurred for personnel to one or more qualified HUBZone SBCs. A qualified HUBZone SBC prime contractor may not, however, subcontract more than 50% of the cost of the contract incurred for personnel to non-qualified HUBZone SBCs.

Bid Guarantee – Follow the requirements of FAR Clause 52.228-1 Bid Guarantee and Subpart

102.03 of the FP-03.

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

http://osdbuweb.dot.gov.

The Contractor is fully responsible to verify that all data is correct when an offer is submitted.

Failure to properly update your data may cause the offer to be rejected.

A-iii

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

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON NOVEMBER 20, 2012

Questions can be submitted to CFLContracts@fhwa.dot.gov. Questions and answers will be posted at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm

Modifications to Bids - Bids may be modified or withdrawn by facsimile or telegraphic notice, if such notice is received prior to the time specified for receipt of bids. The Government will not be responsible for ANY failure attributable to the transmission or receipt of telegraphic or facsimile data. See FAR Provision 52.214-5, Submission of Bids.

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

II. Post Award Information.

Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.

FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $1 million, is required to submit a subcontracting plan prior to contract award. The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. To view and download a sample plan for subcontracting requirements, visit http://www.cflhd.gov/contracting/construction/ReferenceLinks.cfm.

Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) http://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of Subcontracting Opportunities, for contractors and subcontractors to post notices and thereby increase competition for subcontracts.

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

Insurance requirements - See Subsection 107.05 of the FP-03.

A-iv

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH68-13-B-00001

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

10/25/2012

PAGE OF

PAGES

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

4. CONTRACT NO.

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

CO PFH 81-1(4), Tarryall Creek Road

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

ATTN: Jeremiah Rogers

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

CONSTRUCTION OF {PROJECT NUMBER AND NAME}, IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

PROJECTS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-03 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 108.04 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 Denver, CO time on 11/27/2012 (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)

A-2

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

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)

CODE FACILITY CODE

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

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE:

27. PAYMENT WILL BE MADE BY

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

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

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

31C. AWARD

A-3

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

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

CFLContracts@dot.gov.

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

FOR PHYSICAL DATA: The following data is available electronically at http://www.cflhd.gov/contracting/construction/AdvertisedProjects.cfm:

Geotech Report(s)

Materials Report

Block 11: COMPLETION DATE: Work shall be completed on or before the date specified in Subsection 108.04 of the SCRs.

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

Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-03.

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

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

FP-03.

Block 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

ACKNOWLEDGE AMENDMENTS, IN BLOCK 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 and/or http://www.cflhd.gov/contracting/construction/AdvertisedProjects.cfm.

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

FP-03.

ESTIMATED

PRICE: The price range of the project work is between $9,000,000 and $15,000,000.

A-4

Bid Schedule Instructions

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

This Bid Proposal is comprised of one schedule and two options as follows:

Schedule A - Road reconstruction; grading, drainage, aggregate base, and asphalt surfacing on 7.7 miles of roadway.

Option X - Road reconstruction; grading, drainage, aggregate base, and asphalt surfacing on 0.76 miles of roadway.

Option Y - Road reconstruction; grading, drainage, aggregate base, and asphalt surfacing on 0.71 miles of roadway.

• 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 overall total each for each Schedule and Option separately.

• Complete page A-6, summary table of pricing.

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.

Evaluation Factors for Award

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

Per FAR clause 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 60 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-5

Pay Item 15401-0000, Contractor Testing

Bidders must provide prices on two alternative Contractor Testing pay items in two different places in each schedule’s bid tab.

On Page A-7 in Schedule A (and subsequently in Option X and Option Y), bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory. As part of Schedule A (and Options X & Y), the price for this alternative item will be included in the "Schedule A/X/Y Total" lines on Pages A-15, A-21, and A-27 of the Bid Schedule and, therefore, included in the evaluation for award.

Bidders must also provide a stand-alone price on the bottom of Page A-15 (and subsequently in Option X and Option Y) for the alternative item, Contractor Testing using a Government-furnished field laboratory. 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.

PARTNERING

A Partnership recognizes the Government and the Contractor are both responsible and can affect the successful completion of this project. Partnering is a vehicle to ensure the partnership has structure and quality. It recognizes the strengths of each party and uses those strengths to identify and achieve shared goals. One of the primary objectives of Partnering is to facilitate the resolution of disputes in a timely, professional, and non-adversarial manner with the outcome focused on achieving those shared goals.

CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and it’s subcontractors to establish a Partnering relationship on this project.

A formal Partnering meeting can help facilitate this relationship by helping do document the parties’ common purpose and goals, and ensuring alignment. The goals are mutually agreed upon and address effective and efficient performance within the scope of the contract.

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-03. Costs of partnering would be in addition to the contract award amount.

Please indicate your desire to participate in a formal partnering meeting on this project.

(___) We would like to participate in a formal partnering meeting.

(___) We do not want to participate in a formal partnering meeting.

A-6

BID SUMMARY SHEET

FOR

SCHEDULE A TOTAL $

OPTION X TOTAL $

OPTION Y TOTAL $

COMBINED BID TOTAL $

Project: CO PFH 81-1(4)

TARRYALL CREEK ROAD

A- 7

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

406.6

STA $_______________ $___________________

15215-1000 SURVEY AND STAKING, APPROACH ROAD

EACH $_______________ $___________________

15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

EACH $_______________ $___________________

15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

813.2

STA $_______________ $___________________

15301-0000 CONTRACTOR QUALITY CONTROL

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

15,200

LNFT $_______________ $___________________

15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

26,000

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

Project: CO PFH 81-1(4)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 8

15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

EACH $_______________ $___________________

15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

EACH $_______________ $___________________

15802-0000 WATERING FOR DUST CONTROL

ALL Lump Sum $___________________

20101-0000 CLEARING AND GRUBBING

ACRE $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL Lump Sum $___________________

20401-0000 ROADWAY EXCAVATION

125,300

CUYD $_______________ $___________________

20402-0000 SUBEXCAVATION

CUYD $_______________ $___________________

20425-1000 DITCH, EXCAVATION

LNFT $_______________ $___________________

21101-2000 ROADWAY OBLITERATION, METHOD 2

4,600

SQYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25101-4000 PLACED RIPRAP, CLASS 4

CUYD $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 9

25125-0000 BOULDER

EACH $_______________ $___________________

25210-0000 ROCKERY

SQYD $_______________ $___________________

30101-0000 AGGREGATE BASE

52,200

TON $_______________ $___________________

40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

19,980

TON $_______________ $___________________

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41103-0000 PRIME COAT

122,000

SQYD $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

60103-0000 CONCRETE, HEADWALL (5' SPAN x 4' RISE)

EACH $_______________ $___________________

60103-0240 CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

EACH $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 10

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

1,930

LNFT $_______________ $___________________

60201-0900 30-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1000 36-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1100 42-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1300 54-INCH PIPE CULVERT

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-1100 END SECTION FOR 42-INCH PIPE CULVERT

EACH $_______________ $___________________

60220-0600 5 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 11

60403-0000 INLET (TYPE C)

EACH $_______________ $___________________

60403-0000 INLET (TYPE No. 16)

EACH $_______________ $___________________

60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

3,420

LNFT $_______________ $___________________

60905-1000 GUTTER, CONCRETE

LNFT $_______________ $___________________

60908-1000 PAVED DITCH, ASPHALT

SQYD $_______________ $___________________

61106-1000 FIRE HYDRANT, DRY

EACH $_______________ $___________________

61901-0000 FENCE (WOOD, 5-RAIL)

LNFT $_______________ $___________________

61901-0800 FENCE, BARBED WIRE, 3 STRAND

1,170

LNFT $_______________ $___________________

61901-0900 FENCE, BARBED WIRE, 4 STRAND

20,210

LNFT $_______________ $___________________

61901-1000 FENCE, BARBED WIRE, 5 STRAND

11,190

LNFT $_______________ $___________________

61901-1200 FENCE, BARBED WIRE, 6 STRAND

LNFT $_______________ $___________________

61902-0900 GATE, METAL (8 FEET)

EACH $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 12

61902-1100 GATE, METAL, 10 FEET WIDTH

EACH $_______________ $___________________

61902-1200 GATE, METAL, 12 FEET WIDTH

EACH $_______________ $___________________

61902-1400 GATE, METAL, 16 FEET WIDTH

EACH $_______________ $___________________

61902-2500 GATE, BARBED WIRE, 4-STRAND

EACH $_______________ $___________________

61902-2600 GATE, BARBED WIRE, 5-STRAND

EACH $_______________ $___________________

61903-0900 CATTLE GUARD, 28 FEET

EACH $_______________ $___________________

61920-2000 REMOVE AND RESET GATE

EACH $_______________ $___________________

61920-4000 REMOVE AND RESET STILE

EACH $_______________ $___________________

62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0350 BACKHOE

HOUR $_______________ $___________________

62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER TED CAPACITY

HOUR $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 13

62201-2050 ROLLER

HOUR $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62201-3100 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY ,

165HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62202-1000 MATERIALS TRANSFER VEHICLE

ALL Lump Sum $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62302-0100 SPECIAL LABOR, SLOPE SCALING

HOUR $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

HOUR $_______________ $___________________

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

HOUR $_______________ $___________________

62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

203,600

SQYD $_______________ $___________________

62510-2000 SEEDING, HYDRAULIC METHOD

ACRE $_______________ $___________________

62515-2000 MULCHING, HYDRAULIC METHOD

ACRE $_______________ $___________________

62635-2000 CUTTINGS, WILLOW STAKING

6,270

EACH $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 14

62636-2000 BUNDLES, WILLOW

EACH $_______________ $___________________

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

33,000

SQYD $_______________ $___________________

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

EACH $_______________ $___________________

63308-2000 OBJECT MARKER, TYPE 2

EACH $_______________ $___________________

63309-0100 DELINEATOR, TYPE 1

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

ALL Lump Sum $___________________

63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

ALL Lump Sum $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

1,310

EACH $_______________ $___________________

63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

EACH $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 15

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN

EACH $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,430

HOUR $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,370

HOUR $_______________ $___________________

63610-2800 CONDUIT, 4-INCH, PVC

LNFT $_______________ $___________________

64620-0400 REMOVE AND RESET MAILBOX

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: CO PFH 81-1(4)

TARRYALL CREEK ROAD

Bid Schedule A

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text Schedule A Alternate Bid Item 15401-0000, Contractor Testing (Government furnished lab trailer)** **See Page A-4 of this Solicitation for an explanation of how to bid this item.

Jeremiah.Rogers Typewritten Text

A- 16

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

40.00

STA $_______________ $___________________

15215-1000 SURVEY AND STAKING, APPROACH ROAD

EACH $_______________ $___________________

15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

EACH $_______________ $___________________

15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

80.00

STA $_______________ $___________________

15301-0000 CONTRACTOR QUALITY CONTROL

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

LNFT $_______________ $___________________

15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

1,480

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

Project: CO PFH 81-1(4)

Bid Schedule X

Estimated Quantity Unit Bid Price Amount Bid

A- 17

15802-0000 WATERING FOR DUST CONTROL

ALL Lump Sum $___________________

20101-0000 CLEARING AND GRUBBING

8.0

ACRE $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL Lump Sum $___________________

20401-0000 ROADWAY EXCAVATION

13,800

CUYD $_______________ $___________________

20402-0000 SUBEXCAVATION

CUYD $_______________ $___________________

20425-1000 DITCH, EXCAVATION

LNFT $_______________ $___________________

21101-2000 ROADWAY OBLITERATION, METHOD 2

1,700

SQYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25125-0000 BOULDER

EACH $_______________ $___________________

30101-0000 AGGREGATE BASE

5,200

TON $_______________ $___________________

40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

1,920

TON $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 18

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41103-0000 PRIME COAT

11,730

SQYD $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60704-0000 CLEANING CULVERT IN PLACE

EACH $_______________ $___________________

60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

LNFT $_______________ $___________________

61901-0900 FENCE, BARBED WIRE, 4 STRAND

LNFT $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 19

61901-1000 FENCE, BARBED WIRE, 5 STRAND

LNFT $_______________ $___________________

62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0350 BACKHOE

HOUR $_______________ $___________________

62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62201-2050 ROLLER

HOUR $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62201-3100 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY ,

165HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

HOUR $_______________ $___________________

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

HOUR $_______________ $___________________

62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

25,400

SQYD $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 20

62510-2000 SEEDING, HYDRAULIC METHOD

5.0

ACRE $_______________ $___________________

62515-2000 MULCHING, HYDRAULIC METHOD

5.0

ACRE $_______________ $___________________

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

4,100

SQYD $_______________ $___________________

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

EACH $_______________ $___________________

63308-2000 OBJECT MARKER, TYPE 2

EACH $_______________ $___________________

63309-0100 DELINEATOR, TYPE 1

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

ALL Lump Sum $___________________

63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

EACH $_______________ $___________________

63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

EACH $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 21

63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

1.0

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

HOUR $_______________ $___________________

64620-0400 REMOVE AND RESET MAILBOX

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: CO PFH 81-1(4)

TARRYALL CREEK ROAD

Bid Schedule X

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text Option X Alternate Bid Item 15401-0000, Contractor Testing (Government furnished lab trailer)** **See Page A-4 of this Solicitation for an explanation of how to bid this item.

A- 22

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

37.50

STA $_______________ $___________________

15215-1000 SURVEY AND STAKING, APPROACH ROAD

EACH $_______________ $___________________

15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

EACH $_______________ $___________________

15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

75.00

STA $_______________ $___________________

15301-0000 CONTRACTOR QUALITY CONTROL

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

LNFT $_______________ $___________________

15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

2,900

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

Project: CO PFH 81-1(4)

Bid Schedule Y

Estimated Quantity Unit Bid Price Amount Bid

A- 23

15802-0000 WATERING FOR DUST CONTROL

ALL Lump Sum $___________________

20101-0000 CLEARING AND GRUBBING

7.3

ACRE $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL Lump Sum $___________________

20401-0000 ROADWAY EXCAVATION

8,600

CUYD $_______________ $___________________

20402-0000 SUBEXCAVATION

CUYD $_______________ $___________________

21101-2000 ROADWAY OBLITERATION, METHOD 2

1,900

SQYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25125-0000 BOULDER

EACH $_______________ $___________________

30101-0000 AGGREGATE BASE

5,700

TON $_______________ $___________________

40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

1,880

TON $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 24

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41103-0000 PRIME COAT

11,500

SQYD $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1000 36-INCH PIPE CULVERT

LNFT $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

EACH $_______________ $___________________

61901-0900 FENCE, BARBED WIRE, 4 STRAND

1,010

LNFT $_______________ $___________________

61902-1200 GATE, METAL, 12 FEET WIDTH

EACH $_______________ $___________________

62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 25

62201-0350 BACKHOE

HOUR $_______________ $___________________

62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62201-2050 ROLLER

HOUR $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62201-3100 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY ,

165HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

HOUR $_______________ $___________________

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

HOUR $_______________ $___________________

62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

21,900

SQYD $_______________ $___________________

62510-2000 SEEDING, HYDRAULIC METHOD

4.2

ACRE $_______________ $___________________

62515-2000 MULCHING, HYDRAULIC METHOD

4.2

ACRE $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 26

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

1,900

SQYD $_______________ $___________________

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

EACH $_______________ $___________________

63308-2000 OBJECT MARKER, TYPE 2

EACH $_______________ $___________________

63309-0100 DELINEATOR, TYPE 1

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

ALL Lump Sum $___________________

63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

EACH $_______________ $___________________

63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

EACH $_______________ $___________________

63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

1.0

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $_______________ $___________________

Project: CO PFH 81-1(4)

Estimated Quantity Unit Bid Price Amount Bid

A- 27

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

HOUR $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: CO PFH 81-1(4)

TARRYALL CREEK ROAD

Bid Schedule Y

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text Option Y Alternate Bid Item 15401-0000, Contractor Testing (Government furnished lab trailer)** **See Page A-4 of this Solicitation for an explanation of how to bid this item.

A-28

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.]

A-29

HAZARDOUS MATERIALS

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the FAR clause and defined under the latest version of Federal Standard No. 313.

Hazardous Material Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.

Use of fly ash and ground granulated blast furnace slag and construction materials containing fly ash and ground granulated blast furnace slag on Federal Lands Highway Projects:

It is the policy of the United States Government that fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag shall have maximum practicable opportunity for incorporation into its construction projects.

The Contractor agrees to investigate the use of fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag to the fullest extent consistent with the efficient performance of this contract. Both the contractor and the subcontractors are urged to seek out suppliers of fly ash and ground granulated blast furnace slag, cement and concrete containing fly ash and ground granulated blast furnace slag and to solicit bids for these materials.

Names of firms that supply fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag are available from the American Coal Ash Association and the National Slag Association.

B-1

BID BOND

(See instructions…

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