6982AF22B000021.pdf

PDF 4 MB Posted

Attached to
CO FTNP DINO 11(1) Harpers Corner Road
Solicitation number
6982AF22B000021
Issued by

About this file

This is an invitation for bid for roadway construction services. The project involves rehabilitating approximately 14 miles of Harpers Corner Road and one parking area within Dinosaur National Monument in Moffat County, Colorado. The scope of work includes embankment construction, full depth reclamation, asphalt concrete pavement, guardrail, concrete curb, culverts, gates, and ADA improvements. The project is split into a base schedule of 4.33 miles and two options totaling 9.79 additional miles. Bids are due by 2:00pm on December 15th, 2022. The estimated cost range for the project is between $10 million to $20 million. The solicitation is issued by the Central Federal Lands Highway Division of the Federal Highway Administration.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF22B000021

SOLICITATION TYPE: FULL AND OPEN

PROJECT NUMBER: CO FTNP DINO 11(1)

PROJECT NAME: HARPERS CORNER ROAD

BID OPENING DATE:

See Page A-1, Item 13A

This solicitation cites Standard Specifications for Construction of Roads and Bridges on

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

PROJECT CO FTNP DINO 11(1)

LOCATION DINOSAUR NATIONAL MOMUMNET

COUNTY MOFFAT

STATE COLORADO

LENGTH SCHEDULE A: 4.78 MILES

OPTION X: 2.22 MILES

OPTION Y: 7.06 MILES

TYPE OF IMPROVEMENT ROAD REHABILITATION:

EMBANKMENT CONSTRCUTION, FULL

DEPTH RECLAMATIO, ASPHALT

CONCRETE PAVEMENT, GUARDRAIL,

CONCRETE CURB, CULVERTS, GATES,

ADA IMPROVEMENTS, PAVEMENT

MARKINGS

TABLE OF CONTENTS

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

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

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

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

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

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

Division 100 ..........................................................................................................................E-2 Division 150 ....................................................................................................................... E-22 Division 200 ....................................................................................................................... E-42 Division 300 ....................................................................................................................... E-45 Division 400 ....................................................................................................................... E-48 Division 500 ....................................................................................................................... E-61 Division 600 ....................................................................................................................... E-61 Division 700 ....................................................................................................................... E-74

APPENDICES

Appendix A .................................................................................................................. 404 Permit Appendix B..............................................................Sample Small Business Subcontracting Plan

PROJECT OVERVIEW

The Central Federal Lands Highway Division (CFLHD) of the Federal Highway Administration (FHWA), in cooperation with the National Park Service (NPS) is proposing to rehabilitate (3R) the pavement and curb conditions for Harpers Corner Road within the Dinosaur National Monument.

The project is located in Moffat County near Dinosaur, CO and will consist of rehabilitating approximately 14 miles of the road and one (1) parking area.

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

I. PRE-BID INFORMATION

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

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

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

• Bid Schedule Pages A-7 through A-22

• Completed an applicable Authority to Bind certificate, pages A-23 through A-27

• Buy American Act & Hazardous Materials, Pages A-28 through A-29

• 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.

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

Applicable FAR/TAR 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/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 2022 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2022 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 DECEMBER 08, 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 B for Sample Small Business Subcontracting Plan.

NOTE:

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

FHWA Small Business 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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF22B000021

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

11/04/2022

PAGE OF

PAGES

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

HFLCEO180066PR

6. PROJECT NO.

CO FTNP DINO 11(1)

7. ISSUED BY:

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Laura Vallejos, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

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

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

PROJECTS, FP-14, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 12/15/2022 (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

A-2

STANDARD FORM 1442 (REV. 8/2014) BACK

OFFEROR (Must be fully completed by offeror)

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

15. TELEPHONE NO. (Include area code)

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

DUNS NO.

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

AMOUNTS

SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE

20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE:

27. PAYMENT WILL BE MADE BY

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

A-3

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

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

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

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.

https://sam.gov/

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and two options.

Before preparing the bid, carefully read the Solicitation Provisions and the following:

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

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

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

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

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

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

Pay Item 15401-0000, Contractor testing

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

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-5

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A, Option X and Option Y. 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-6

Partnering

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

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

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

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-14. Costs of partnering would be in addition to the contract award amount.

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

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

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

A-7

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

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

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

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

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

Bid Schedule

Project No:CO FTNP DINO 11(1)

Project Name:Harpers Corner Road

A-8

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

A0001 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING

4.780 MILE $____________ $____________

A0003 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

A0004 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

A0005 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0007 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0008 15705-0100 SOIL EROSION CONTROL, SILT FENCE

1,430 LNFT $____________ $____________

A0009 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

365 LNFT $____________ $____________

A0010 15706-0200 SOIL EROSION CONTROL, CHECK DAM

32 EACH $____________ $____________

A0011 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

1 EACH $____________ $____________

A0012 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0013 20301-0700 REMOVAL OF DELINEATOR

60 EACH $____________ $____________

A0014 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FTNP DINO 11(1)

(Contractor-furnished Lab)

A-9

A0015 20302-0400 REMOVAL OF CURB, ASPHALT

9,000 LNFT $____________ $____________

A0016 20302-1200 REMOVAL OF GUARDRAIL

2,640 LNFT $____________ $____________

A0017 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

34 SQYD $____________ $____________

A0018 20402-0000 SUBEXCAVATION

2,800 CUYD $____________ $____________

A0019 20420-0000 EMBANKMENT CONSTRUCTION

1,030 CUYD $____________ $____________

A0020 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

3.5 CUYD $____________ $____________

A0021 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,550 TON $____________ $____________

A0022 30401-5000 FULL DEPTH RECLAMATION, METHOD 2

5.500 MILE $____________ $____________

A0024 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

16,920 TON $____________ $____________

A0025 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

169.0 TON $____________ $____________

A0027 40601-0000 FOG SEAL

47.1 TON $____________ $____________

A0028 41101-1000 PRIME COAT, METHOD 1

69.7 TON $____________ $____________

A0029 41105-0000 BLOTTER

5 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-10

A0030 41201-0000 TACK COAT

33.0 TON $____________ $____________

A0031 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

96 SQYD $____________ $____________

A0032 60403-1900 INLET, FLH TYPE 6B

1 EACH $____________ $____________

A0033 60501-0000 STANDARD UNDERDRAIN SYSTEM

1,400 LNFT $____________ $____________

A0034 60702-1000 REMOVING, CLEANING, AND RELAYING CULVERT

185 LNFT $____________ $____________

A0035 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

13,400 LNFT $____________ $____________

A0036 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

750 LNFT $____________ $____________

A0037 60915-1000 WHEELSTOP, CONCRETE

1 EACH $____________ $____________

A0038 61501-0100 SIDEWALK, CONCRETE

27 SQYD $____________ $____________

A0039 61504-1000 ACCESSIBILITY RAMP, CONCRETE

7 SQYD $____________ $____________

A0040 61701-5100 GUARDRAIL SYSTEM MGS, TYPE 4, CLASS B STEEL POSTS

2,360 LNFT $____________ $____________

A0041 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL 3)

4 EACH $____________ $____________

A0042 61902-2150 GATE, METAL, 32 FEET WIDTH

2 EACH $____________ $____________

A0043 61902-2600 GATE, BARBED WIRE, 5-STRAND

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-11

A0044 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

A0045 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

10 HOUR $____________ $____________

A0046 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

10 HOUR $____________ $____________

A0047 62301-0000 GENERAL LABOR

50 HOUR $____________ $____________

A0048 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

5 HOUR $____________ $____________

A0049 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

A0050 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

17,500 SQYD $____________ $____________

A0051 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

3.650 ACRE $____________ $____________

A0052 63301-0000 SIGN SYSTEM

15 EACH $____________ $____________

A0053 63308-1000 OBJECT MARKER, TYPE 1

15 EACH $____________ $____________

A0054 63309-0100 DELINEATOR, TYPE 1

120 EACH $____________ $____________

A0055 63315-0000 RUMBLE STRIP

96 SQYD $____________ $____________

A0056 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

38.4 MILE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-12

A0057 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

0.4 MILE $____________ $____________

A0058 63405-0050 PAVEMENT MARKINGS, SYMBOLS

28 EACH $____________ $____________

A0059 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A0060 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

A0061 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

60 EACH $____________ $____________

A0062 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

20 EACH $____________ $____________

A0063 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0064 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

24 LNFT $____________ $____________

A0065 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

367 SQFT $____________ $____________

A0066 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

4.800 MILE $____________ $____________

A0067 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,200 HOUR $____________ $____________

A0068 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

400 HOUR $____________ $____________

A0069 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-13

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FTNP DINO 11(1)

Project Name:Harpers Corner Road

A0006 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

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

A-14

X0001 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING

2.220 MILE $____________ $____________

X0003 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0004 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0005 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0006 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

52 LNFT $____________ $____________

X0007 15706-0200 SOIL EROSION CONTROL, CHECK DAM

52 EACH $____________ $____________

X0008 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

X0009 20301-0700 REMOVAL OF DELINEATOR

25 EACH $____________ $____________

X0010 20301-2700 REMOVAL OF STRUCTURE

2 EACH $____________ $____________

X0011 20302-0400 REMOVAL OF CURB, ASPHALT

3,500 LNFT $____________ $____________

X0012 20420-0000 EMBANKMENT CONSTRUCTION

1,420 CUYD $____________ $____________

X0013 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

1.60 CUYD $____________ $____________

X0014 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,370 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FTNP DINO 11(1)

A-15

X0015 30401-5000 FULL DEPTH RECLAMATION, METHOD 2

2.300 MILE $____________ $____________

X0016 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

7,300 TON $____________ $____________

X0018 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

73.0 TON $____________ $____________

X0020 40601-0000 FOG SEAL

20.1 TON $____________ $____________

X0021 41101-1000 PRIME COAT, METHOD 1

29.7 TON $____________ $____________

X0022 41105-0000 BLOTTER

5 TON $____________ $____________

X0023 41201-0000 TACK COAT

14.0 TON $____________ $____________

X0024 60702-1000 REMOVING, CLEANING, AND RELAYING CULVERT

72 LNFT $____________ $____________

X0025 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

11,100 LNFT $____________ $____________

X0026 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

X0027 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

10 HOUR $____________ $____________

X0028 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

10 HOUR $____________ $____________

X0029 62301-0000 GENERAL LABOR

50 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A-16

X0030 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

5 HOUR $____________ $____________

X0031 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

X0032 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

8,000 SQYD $____________ $____________

X0033 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

1.700 ACRE $____________ $____________

X0034 63308-1000 OBJECT MARKER, TYPE 1

18 EACH $____________ $____________

X0035 63309-0100 DELINEATOR, TYPE 1

80 EACH $____________ $____________

X0036 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

16.2 MILE $____________ $____________

X0037 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

0.8 MILE $____________ $____________

X0038 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

X0039 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

X0040 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

60 EACH $____________ $____________

X0041 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

20 EACH $____________ $____________

X0042 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

24 LNFT $____________ $____________

X0043 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

367 SQFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A-17

X0044 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

2.200 MILE $____________ $____________

X0045 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

600 HOUR $____________ $____________

X0046 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

200 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FTNP DINO 11(1)

Project Name:Harpers Corner Road

X0004 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

A-18

Y0001 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING

7.064 MILE $____________ $____________

Y0003 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0004 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0005 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0006 15705-0100 SOIL EROSION CONTROL, SILT FENCE

1,400 LNFT $____________ $____________

Y0007 15706-0200 SOIL EROSION CONTROL, CHECK DAM

35 EACH $____________ $____________

Y0008 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

Y0009 20301-0600 REMOVAL OF CATTLE GUARD

2 EACH $____________ $____________

Y0010 20301-0700 REMOVAL OF DELINEATOR

80 EACH $____________ $____________

Y0011 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

Y0012 20302-0400 REMOVAL OF CURB, ASPHALT

14,000 LNFT $____________ $____________

Y0013 20402-0000 SUBEXCAVATION

1,450 CUYD $____________ $____________

Y0014 20420-0000 EMBANKMENT CONSTRUCTION

880 CUYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FTNP DINO 11(1)

A-19

Y0015 30202-2000 ROADWAY AGGREGATE, METHOD 2

4,900 TON $____________ $____________

Y0016 30401-5000 FULL DEPTH RECLAMATION, METHOD 2

7.420 MILE $____________ $____________

Y0017 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

21,680 TON $____________ $____________

Y0019 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

216.8 TON $____________ $____________

Y0021 40601-0000 FOG SEAL

60.4 TON $____________ $____________

Y0022 41101-1000 PRIME COAT, METHOD 1

90.0 TON $____________ $____________

Y0023 41105-0000 BLOTTER

10 TON $____________ $____________

Y0024 41201-0000 TACK COAT

42.0 TON $____________ $____________

Y0025 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

8,150 LNFT $____________ $____________

Y0026 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

895 LNFT $____________ $____________

Y0027 61902-2150 GATE, METAL, 32 FEET WIDTH

2 EACH $____________ $____________

Y0028 61902-2600 GATE, BARBED WIRE, 5-STRAND

2 EACH $____________ $____________

Y0029 61903-0700 CATTLE GUARD, 24 FEET

2 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A-20

Y0030 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

Y0031 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

Y0032 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

26,000 SQYD $____________ $____________

Y0033 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

5.400 ACRE $____________ $____________

Y0034 63308-1000 OBJECT MARKER, TYPE 1

18 EACH $____________ $____________

Y0035 63309-0100 DELINEATOR, TYPE 1

100 EACH $____________ $____________

Y0036 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

49.2 MILE $____________ $____________

Y0037 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

5.2 MILE $____________ $____________

Y0038 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Y0039 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

Y0040 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

60 EACH $____________ $____________

Y0041 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

20 EACH $____________ $____________

Y0042 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

24 LNFT $____________ $____________

Y0043 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

367 SQFT $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A-21

Y0044 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

7.100 MILE $____________ $____________

Y0045 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,800 HOUR $____________ $____________

Y0046 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

600 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FTNP DINO 11(1)

Project Name:Harpers Corner Road

Y0004 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

A-22

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 1)

Schedule X - Option(Page A - 7)

Schedule Y - Option(Page A - 11)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

INSTRUCTIONS: When the offeror/principal is a corporation, include this 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-23

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-24

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-25

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

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-26

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

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-27

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-28

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.

A-29

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 24 (REV. 8/2016)

Previous edition is NOT usable Prescribed by GSA - FAR (48 CFR) 53.228(a)

BID BOND

(See instructions on reverse)

DATE BOND EXECUTED (Must not be later than bid opening date) OMB Control Number: 9000-0045

Expiration Date: 8/31/2025 Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of

1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 1 hour to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F

Street, NW, Washington, DC 20405.

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT

OF BID

PRICE

20%

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER

6982AF22B000021 MILLION(S)

THOUSAND(S)

HUNDRED(S)

CENTS

00 FOR (Construction, Supplies or

Services) Construction

OBLIGATION:

We, the Principal and Surety(ies) are firmly bound to the United States of America (hereinafter called the Government) in the above penal sum. For payment of the penal sum, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. However, where the Sureties are corporations acting as co-sureties, we, the Sureties, bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us. For all other purposes, each Surety binds itself, jointly and severally with the Principal, for the payment of the sum shown opposite the name of the Surety. If no limit of liability is indicated, the limit of liability is the full amount of the penal sum.

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

The above obligation is void if the Principal - (a) upon acceptance by the Government of the bid identified above, within the period specified therein for acceptance (sixty (60) days if no period is specified), executes the further contractual documents and gives the bond(s) required by the terms of the bid as accepted within the time specified (ten (10) days if no period is specified) after receipt of the forms by the principal; or (b) in the event of failure to execute such further contractual documents and give such bonds, pays the Government for any cost of procuring the work which exceeds the amount of the bid.

Each Surety executing this…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .