6982AF24B000022 CO FLAP LAR 10(1) Horsetooth Res and Carter Lake.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF24B000022

SOLICITATION TYPE: TOTAL SMALL BUSINESS SET-ASIDE

PROJECT NUMBER: CO FLAP LAR 10(1)

PROJECT NAME: HORSETOOTH RES AND CARTER LAKE

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

PROJECT CO FLAP LAR 10(1)

LOCATION HORSETOOTH RESERVOIR AND

CARTER LAKE RESERVOIR

COUNTY LARIMER

STATE COLORADO

LENGTH SCHEDULE A: 1.56 MILES

OPTION X: 0.47 MILES

OPTION Y: 0.23 MILES

TYPE OF IMPROVEMENT SCHEDULE A: PAVEMENT

CONSTRUCTION FOR PARKING LOTS

AND ACCESS ROADS.

OPTION X: FULL DEPTH RECLAMATION

ASPHALT OVERLAY AND PAVEMENT

CONSTRUCTION FOR PARKING LOT

AND ACCESS ROAD.

OPTION Y: PAVEMENT CONSTRUCTION

FOR PARKING LOTS AND ACCESS

ROADS.

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-4

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

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-24 Division 200 ................................................................................................................... E-46 Division 300 ................................................................................................................... E-51 Division 400 ................................................................................................................... E-54 Division 500 ......................................................................................................... SEE FP-14 Division 600 ................................................................................................................... E-57 Division 700 ................................................................................................................... E-74

PROJECT OVERVIEW

The project will rehabilitate and reconstruct various parking lots and access routes at the Horsetooth and Carter Lake Reservoirs in Larimer County, Colorado. The reservoirs are federally owned by the United States Bureau of Reclamation (BOR) with areas that access to the facilities managed by Larimer County. The project will improve vehicular and pedestrian access to the reservoirs while simultaneously improving safety at these locations which serve over one million visitors annually.

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-24

• Completed an applicable Authority to Bind certificate, pages A-25 through A-29

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

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

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

• Completed the VETS-4212 declaration, Page A-ii; Bidders’ Information, Pages B-3 through B-6.

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.

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.

https://www.gsa.gov/forms-library/bid-bond https://sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ https://www.acquisition.gov/content/regulations

A-ii

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 $45 million. If your average annual gross receipts for the past 5 years are above $45 million, you are a large business for this solicitation. If they are below $45 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/programs/vets4212

• My firm had a qualifying Federal Contract in 2024 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2024 and is therefore exempt from the reporting requirements.

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).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON NOVEMBER 25, 2024

Consolidate all questions on a single word document and submit NLT the deadline to submit technical questions.

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.

http://www.sam.gov/ http://www.sam.gov/ https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.dol.gov%2Fagencies%2Fvets%2Fprograms%2Fvets4212&data=05%7C01%7Cryan.d.phillips%40dot.gov%7C09d955a274d74e8474dc08dbc51eeb3d%7Cc4cd245b44f04395a1aa3848d258f78b%7C0%7C0%7C638320508951679944%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=gIALto4XEaeYAJrJxNNxKww0nAj0lFMpA2G36Z3hVxc%3D&reserved=0 https://sam.gov/

A-iii

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.

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

FAR 36.211 requires a description of the Federal Highway Administration’s (FHWA) procedures that apply to definitization of equitable adjustments for change orders under construction contracts.

It also requires that FWHA furnish data on the agency’s past performance, for the prior 3 fiscal years, regarding the time required to definitize equitable adjustments for change orders under construction contracts.

Change orders as defined in FAR 2.101 are changes to the contract work pursuant to FAR 52.243-4, Changes.

There are no agency-specific additional policies and procedures that exist at this time.

The table below contains data regarding the definitization of equitable adjustments for change orders under construction contracts by fiscal year (FY).

Time to definitize after receipt of an adequate change order definitization proposal under construction contracts

Number of change order proposals definitized under construction contracts

FY 2021 FY 2022 FY 2023

0 to 30 days 0 0 0 31 to 60 days 0 1 0 61 to 90 days 1 0 0 91 to 180 days 2 2 1 181 to 365 days 1 0 1 366 or more days 4 2 0 After completion of contract performance via a contract modification addressing all undefinitized equitable adjustments received during contract performance

0 0 0

II. POST AWARD INFORMATION

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

https://www.acquisition.gov/far/part-52#FAR_52_243_4 https://www.acquisition.gov/far/part-52#FAR_52_243_4

A-iv

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.

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://highways.dot.gov/federal-lands/estimates/eebacs-guide

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

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

SOLICITATION

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

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

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

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

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

PAGE OF PAGES1. SOLICITATION NUMBER

6982AF24B000022 1 OF 2

3. DATE ISSUED

10/29/2024

HFLCEO240417PR CO FLAP LAR 10(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

Leslie Karsten, Contract Specialist

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

SEE PAGE A-3 SEE PAGE A-3

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENTS

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

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

10 * X X 108.01 as amended in the

Special Contract Requirements.

X

0 2:00 pm local time 12/05/2024

X

X

A - 1

AWARD (To be completed by Government)

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 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

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

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

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

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

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

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.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 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.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

SEE INDIVIDUAL BID SCHEDULE(S)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

A - 2

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

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

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

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

Item 12A: PERFORMANCE AND PAYMENT BONDS: See FAR Clause 52.228-15 Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-14.

Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee (Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the FP-

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

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

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

FP-14.

ESTIMATED

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

A - 3 mailto:CFLContracts@dot.gov https://sam.gov/

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, pages A-14, A-19, A-23 and A-24, 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.

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 and the Contracting Officer determines the price to be reasonable.

A - 4

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

Accordingly, award of contract, if made, will be made to the lowest responsive, responsible bidder, if funds are available.

A - 5

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 - 6

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 FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

A - 8

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1001 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

1.520 MILE $____________ $____________

A1002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

22 EACH $____________ $____________

A1003 15215-7000 SURVEY AND STAKING, PARKING AREA

5 EACH $____________ $____________

A1004 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

3.040 MILE $____________ $____________

A1005 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A1006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1007 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1008 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A1009 15706-0200 SOIL EROSION CONTROL, CHECK DAM (Permanent)

65 EACH $____________ $____________

A1010 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A1011 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1012 20101-0000 CLEARING AND GRUBBING

17.7 ACRE $____________ $____________

A1013 20301-0100 REMOVAL OF BOLLARD

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP LAR 10(1)

(Contractor-Furnished Lab)

A - 9

A1014 20301-0700 REMOVAL OF DELINEATOR

7 EACH $____________ $____________

A1015 20301-1600 REMOVAL OF MAILBOX

8 EACH $____________ $____________

A1016 20301-2400 REMOVAL OF SIGN

41 EACH $____________ $____________

A1017 20301-3400 REMOVAL OF WHEELSTOP

115 EACH $____________ $____________

A1018 20302-0500 REMOVAL OF CURB, CONCRETE

10 LNFT $____________ $____________

A1019 20302-0625 REMOVAL OF CURB, LOG

80 LNFT $____________ $____________

A1020 20302-2100 REMOVAL OF PIPE CULVERT

60 LNFT $____________ $____________

A1021 20302-2600 REMOVAL OF PAVEMENT MARKINGS

5,694 LNFT $____________ $____________

A1022 20303-0300 REMOVAL OF CONCRETE

183 SQYD $____________ $____________

A1023 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

1,045 SQYD $____________ $____________

A1024 20401-0000 ROADWAY EXCAVATION

22,000 CUYD $____________ $____________

A1025 20441-0000 WASTE

11,130 CUYD $____________ $____________

A1026 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

A1027 21101-1000 ROADWAY OBLITERATION, METHOD 1

700 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A1028 25101-0700 PLACED RIPRAP, METHOD A, CLASS 7 (mixed with topsoil)

110 CUYD $____________ $____________

A1029 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

55 CUYD $____________ $____________

A1030 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

30 CUYD $____________ $____________

A1031 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

33 CUYD $____________ $____________

A1032 25126-0000 REMOVE AND RESET BOULDER

159 EACH $____________ $____________

A1034 30101-0000 AGGREGATE BASE

14,000 TON $____________ $____________

A1035 30203-2120 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 4-INCH DEPTH

1,110 SQYD $____________ $____________

A1036 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

8,800 TON $____________ $____________

A1037 41201-0000 TACK COAT

20 TON $____________ $____________

A1038 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

1,460 SQYD $____________ $____________

A1039 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

690 SQYD $____________ $____________

A1040 60201-0600 18-INCH PIPE CULVERT

620 LNFT $____________ $____________

A1041 60201-0800 24-INCH PIPE CULVERT

230 LNFT $____________ $____________

A1042 60201-0900 30-INCH PIPE CULVERT

22 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1043 60201-1000 36-INCH PIPE CULVERT

25 LNFT $____________ $____________

A1044 60201-1100 42-INCH PIPE CULVERT

34 LNFT $____________ $____________

A1045 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

9 EACH $____________ $____________

A1046 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

7 EACH $____________ $____________

A1047 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

2 EACH $____________ $____________

A1048 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

A1049 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT

1 EACH $____________ $____________

A1050 60212-0800 ELBOW, 24-INCH

2 EACH $____________ $____________

A1051 60401-0000 MANHOLE (CDS Model 3030-6)

1 EACH $____________ $____________

A1052 60401-0000 MANHOLE (CDS Model 3025-6)

2 EACH $____________ $____________

A1053 60401-0000 MANHOLE (CDS Model 3020-6)

1 EACH $____________ $____________

A1054 60401-0000 MANHOLE (with dome grate)

1 EACH $____________ $____________

A1055 60401-0000 MANHOLE (CDS MODEL 4030-8)

1 EACH $____________ $____________

A1056 60403-0000 INLET (CMP riser pipe)

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1057 60403-0000 INLET (Basin forebay)

1 EACH $____________ $____________

A1058 60415-0000 TRENCH DRAIN

3 EACH $____________ $____________

A1059 60420-0000 OUTLET STRUCTURE

1 EACH $____________ $____________

A1060 60704-0000 CLEANING CULVERT IN PLACE

6 EACH $____________ $____________

A1061 60801-0400 PAVED WATERWAY, TYPE 4

41 SQYD $____________ $____________

A1062 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

200 LNFT $____________ $____________

A1063 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

2,360 LNFT $____________ $____________

A1064 60905-1000 GUTTER, CONCRETE (4' valley gutter)

240 LNFT $____________ $____________

A1065 60915-1000 WHEELSTOP, CONCRETE

170 EACH $____________ $____________

A1066 60920-0000 RESET WHEELSTOP

63 EACH $____________ $____________

A1067 61104-0400 VALVE, GATE (Flap)

5 EACH $____________ $____________

A1068 61114-8000 WATER SYSTEM ACCESSORY, REDUCER

1 EACH $____________ $____________

A1069 61501-0100 SIDEWALK, CONCRETE

550 SQYD $____________ $____________

A1070 61509-0000 DETECTABLE WARNING PANELS

22 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1071 61904-0000 BOLLARD POST

1 EACH $____________ $____________

A1072 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

93 HOUR $____________ $____________

A1073 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

A1074 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

900 SQYD $____________ $____________

A1075 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

16,120 SQYD $____________ $____________

A1076 62511-2000 SEEDING, HYDRAULIC METHOD

17,020 SQYD $____________ $____________

A1077 63301-0000 SIGN SYSTEM

52 EACH $____________ $____________

A1078 63309-0000 DELINEATOR

5 EACH $____________ $____________

A1079 63316-1000 REMOVE AND RESET SIGN

41 EACH $____________ $____________

A1080 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

300 LNFT $____________ $____________

A1081 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

13.3 MILE $____________ $____________

A1082 63405-0050 PAVEMENT MARKINGS, SYMBOLS (AND WORDS)

2 EACH $____________ $____________

A1083 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW

2 EACH $____________ $____________

A1084 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

28 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1085 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

15 EACH $____________ $____________

A1086 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A1087 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1088 63601-3000 SYSTEM INSTALLATION, ELECTRICAL (two rectangular-rapid flashing beacons)

ALL LPSM $___LPSM_____ $____________

A1089 64603-0200 FIXTURE, MAILBOX

8 EACH $____________ $____________

A1090 64603-1000 FIXTURE, VAULT TOILET (Site preparation)

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

A1006 15401-0000 CONTRACTOR TESTING (Government-Furnished Lab)

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

A - 15

X3000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X3001 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.440 MILE $____________ $____________

X3002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

3 EACH $____________ $____________

X3003 15215-7000 SURVEY AND STAKING, PARKING AREA

2 EACH $____________ $____________

X3004 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.880 MILE $____________ $____________

X3005 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X3006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X3007 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X3008 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

X3009 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

X3010 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X3011 20101-0000 CLEARING AND GRUBBING

3.6 ACRE $____________ $____________

X3012 20301-2400 REMOVAL OF SIGN

9 EACH $____________ $____________

X3013 20301-3400 REMOVAL OF WHEELSTOP

65 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP LAR 10(1)

A - 16

X3014 20301-3420 REMOVAL OF SPEED HUMP

5 EACH $____________ $____________

X3015 20302-0400 REMOVAL OF CURB, ASPHALT

120 LNFT $____________ $____________

X3016 20302-2600 REMOVAL OF PAVEMENT MARKINGS

2,333 LNFT $____________ $____________

X3017 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

90 SQYD $____________ $____________

X3018 20315-0000 SAWCUTTING PAVEMENT

1,670 LNFT $____________ $____________

X3019 20401-0000 ROADWAY EXCAVATION

1,500 CUYD $____________ $____________

X3020 20421-0000 ROCK EXCAVATION

50 CUYD $____________ $____________

X3021 20441-0000 WASTE

210 CUYD $____________ $____________

X3022 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

X3023 25126-0000 REMOVE AND RESET BOULDER

14 EACH $____________ $____________

X3024 30101-0000 AGGREGATE BASE

6,000 TON $____________ $____________

X3026 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

23,400 SQYD $____________ $____________

X3027 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

7,700 TON $____________ $____________

X3028 41201-0000 TACK COAT

20 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 17

X3029 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH

140 SQYD $____________ $____________

X3030 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

429 SQYD $____________ $____________

X3031 60201-0600 18-INCH PIPE CULVERT

60 LNFT $____________ $____________

X3032 60401-0000 MANHOLE (CDS Model 4030-8)

1 EACH $____________ $____________

X3033 60401-0000 MANHOLE (CDS Model 5653-10)

1 EACH $____________ $____________

X3034 60404-1000 CATCH BASIN, FLH TYPE 1

1 EACH $____________ $____________

X3035 60704-0000 CLEANING CULVERT IN PLACE

1 EACH $____________ $____________

X3036 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

985 LNFT $____________ $____________

X3037 60905-1000 GUTTER, CONCRETE (2' valley gutter)

250 LNFT $____________ $____________

X3038 60920-0000 RESET WHEELSTOP

225 EACH $____________ $____________

X3039 61104-0400 VALVE, GATE (Flap)

2 EACH $____________ $____________

X3040 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

26 HOUR $____________ $____________

X3041 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

X3042 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

2,170 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 18

X3043 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

1,800 SQYD $____________ $____________

X3044 62511-2000 SEEDING, HYDRAULIC METHOD

3,975 SQYD $____________ $____________

X3045 63301-0000 SIGN SYSTEM

12 EACH $____________ $____________

X3046 63309-0000 DELINEATOR

6 EACH $____________ $____________

X3047 63316-1000 REMOVE AND RESET SIGN

19 EACH $____________ $____________

X3048 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED

1,066 LNFT $____________ $____________

X3049 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

9.4 MILE $____________ $____________

X3050 63405-0050 PAVEMENT MARKINGS, SYMBOLS (AND WORDS)

11 EACH $____________ $____________

X3051 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW

4 EACH $____________ $____________

X3052 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

30 EACH $____________ $____________

X3053 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

7 EACH $____________ $____________

X3054 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

X3055 64620-0000 REMOVE AND RESET (backup spike)

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 19

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

X3006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

(Government-Furnished Lab)

BID ALTERNATE ITEM SEE PAGE A-4

A - 20

Y5000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y5001 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.230 MILE $____________ $____________

Y5002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

4 EACH $____________ $____________

Y5003 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

Y5004 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.460 MILE $____________ $____________

Y5005 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y5006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y5007 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y5008 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

Y5009 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

Y5010 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y5011 20101-0000 CLEARING AND GRUBBING

4.5 ACRE $____________ $____________

Y5012 20301-0700 REMOVAL OF DELINEATOR

1 EACH $____________ $____________

Y5013 20301-2400 REMOVAL OF SIGN

15 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP LAR 10(1)

A - 21

Y5014 20301-3400 REMOVAL OF WHEELSTOP

51 EACH $____________ $____________

Y5015 20301-3420 REMOVAL OF SPEED HUMP

1 EACH $____________ $____________

Y5016 20302-0500 REMOVAL OF CURB, CONCRETE

450 LNFT $____________ $____________

Y5017 20303-0300 REMOVAL OF CONCRETE

167 SQYD $____________ $____________

Y5018 20401-0000 ROADWAY EXCAVATION

2,400 CUYD $____________ $____________

Y5019 20441-0000 WASTE

1,200 CUYD $____________ $____________

Y5020 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

Y5021 25126-0000 REMOVE AND RESET BOULDER

10 EACH $____________ $____________

Y5022 30101-0000 AGGREGATE BASE

5,500 TON $____________ $____________

Y5024 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

3,700 TON $____________ $____________

Y5025 41201-0000 TACK COAT

10 TON $____________ $____________

Y5026 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

222 SQYD $____________ $____________

Y5027 60201-0600 18-INCH PIPE CULVERT

130 LNFT $____________ $____________

Y5028 60401-0000 MANHOLE (CDS Model 5668-10)

1 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 22

Y5029 60404-1000 CATCH BASIN, FLH TYPE 1

3 EACH $____________ $____________

Y5030 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

490 LNFT $____________ $____________

Y5031 60905-1000 GUTTER, CONCRETE (4' valley gutter)

440 LNFT $____________ $____________

Y5032 60920-0000 RESET WHEELSTOP

120 EACH $____________ $____________

Y5033 61104-0400 VALVE, GATE (Flap)

1 EACH $____________ $____________

Y5034 61501-0100 SIDEWALK, CONCRETE

25 SQYD $____________ $____________

Y5035 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

33 HOUR $____________ $____________

Y5036 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

Y5037 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

1,030 SQYD $____________ $____________

Y5038 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

645 SQYD $____________ $____________

Y5039 62511-2000 SEEDING, HYDRAULIC METHOD

1,675 SQYD $____________ $____________

Y5040 63301-0000 SIGN SYSTEM

11 EACH $____________ $____________

Y5041 63309-0000 DELINEATOR

1 EACH $____________ $____________

Y5042 63316-1000 REMOVE AND RESET SIGN

10 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 23

Y5043 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED

580 LNFT $____________ $____________

Y5044 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

5.4 MILE $____________ $____________

Y5045 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

11 EACH $____________ $____________

Y5046 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

8 EACH $____________ $____________

Y5047 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Y5048 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,200 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

Y5006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

(Government-Furnished Lab)

BID ALTERNATE ITEM SEE PAGE A-4

A - 24

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 7)

Schedule X - Option(A - 14)

Schedule Y - Option(A - 19)

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 - 25

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

Limited Liability Certificate

I, (name), certify that I am the

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

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

(title) of this company;

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

(signature) Affix Company Seal (as applicable)

(title)

A - 26

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

Authority to Bind Partnership

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

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

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

Officer.

(Include names and signatures of all partners)

A - 27

INSTRUCTIONS: When the offeror/principal is a joint venture, include this certification 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 - 28

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 - 29

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

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

NOTE TO CONTRACTOR:

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

Material and/or Component

Construction Material Description Unit of Measure Quantity *Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

Construction Material Description Unit of Measure Quantity *Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

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

A - 30

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

BIOBASED PRODUCTS AND SUSTAINABLE PRODUCTS AND SERVICES

See FAR Provision 52.223-1 Biobased Product Certification and 52.223-2 Reporting of Biobased Products Under Service and Construction Contracts for usage, certification, and reporting requirements.

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 - 31

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 24 (REV. 10/2023)

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: 9000-0001

Expiration Date: 1/31/2027 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.