IFB for CA YOSE 1022(1).pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF22B000004

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CA YOSE 1022(1)

PROJECT NAME: VALLEY DAY USE PARKING PHASE II

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

PROJECT CA YOSE 1022(1) Valley Day-Use Parking Phase II

SCHEDULE A: NORTH LOT

OPTION X: SOUTH LOT

LOCATION YOSEMITE NATIONAL FOREST

COUNTY MARIPOSA

STATE CALIFORNIA

TYPE OF IMPROVEMENT EARTHWORK, AGGREGATE COURSES,

ASPHALT CONRETE PAVING,

DRAINAGE, AND UTILITIES

PROJECT OVERVIEW

This project will consist of the construction of a 250-space parking lot adjacent to the existing Yosemite Village Store parking lot and drainage improvements and paving of the unpaved portions of the 350-space Valley Day-Use South parking lot originally constructed in 2017, within Yosemite Valley in Yosemite National Park, CA. This project increases the day-use parking capacity at the primary arrival point for incoming motorists who have no campsite or hotel reservations and improves pedestrian circulation and access from the parking lots to the visitor center in the Yosemite Village area.

TABLE OF CONTENTS

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

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

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

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

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

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

Division 100 ..................................................................................................................... E-2 Division 150 ................................................................................................................... E-29 Division 200 ................................................................................................................... E-42 Division 300 ................................................................................................................... E-47 Division 400 ................................................................................................................... E-49 Division 500 ................................................................................................................... E-52 Division 600 ................................................................................................................... E-53 Division 700 ................................................................................................................... E-68

APPENDICES

Appendix A .............................................................................. Sample Subcontracting Plan

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

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-5

Bid Schedule Pages A-6 through A-17

Completed an applicable Authority to Bind certificate, pages A-18 through A-22

Buy American Act & Hazardous Materials, Pages A-23 through A-24

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.

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 2021 and has complied with the reporting requirements.

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

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to the price of all offers except HUBZone small business concerns that have not waived the evaluation preference and otherwise successful offers from small business concerns. See FAR Clause 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns.

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

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

102.03 of the FP-14. Bid bonds must be originals and have original signatures and corporate seals.

Photocopied and faxed copies of bonds will be rejected and cause your bid to be non-responsive.

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

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

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON MARCH 22, 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 fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of

A-iv

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 A 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 2021) Business Size Goal (%)

SB 45.25%

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF22B000004

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

02/24/2022

PAGE OF

PAGES

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

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

HFLCEO220038PR

6. PROJECT NO.

CA YOSE 1022(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Eric Grosskreuz, Acquisition Program 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 1:00 p.m. (hour) local time on 3/29/22 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

STANDARD FORM 1442 (REV. 8/2014) BACK

OFFEROR (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

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

DUNS NO.

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

AMOUNTS SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE: 27. PAYMENT WILL BE MADE BY

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

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

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

A-2

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

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

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

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

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

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

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

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

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $5,000,000 and $10,000,000.

A-3

Bid Schedule Instructions

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

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

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

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

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

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

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

Basis for Award

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

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A. Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 45 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-4

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-5

A - 6

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

Bid Schedule

Project No:CA FTNP/NPS YOSE 1022(1)

Project Name:Valley Day-Use Parking Phase II

A - 7

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1010 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

5 EACH $____________ $____________

A1020 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

A1030 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A1040 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1050 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1060 15705-0100 SOIL EROSION CONTROL, SILT FENCE

100 LNFT $____________ $____________

A1070 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

750 LNFT $____________ $____________

A1080 15706-0200 SOIL EROSION CONTROL, CHECK DAM

5 EACH $____________ $____________

A1090 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

12 EACH $____________ $____________

A1100 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

A1110 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1120 20205-0000 SELECTIVE CLEARING AND GRUBBING

0.700 ACRE $____________ $____________

A1130 20301-1400 REMOVAL OF INLET

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A1140 20301-2400 REMOVAL OF SIGN

10 EACH $____________ $____________

A1150 20301-3300 REMOVAL OF VAULT

1 EACH $____________ $____________

A1160 20301-3400 REMOVAL OF WHEELSTOP (TIMBER LOG)

11 EACH $____________ $____________

A1170 20302-0500 REMOVAL OF CURB, CONCRETE

280 LNFT $____________ $____________

A1180 20302-0700 REMOVAL OF FENCE

80 LNFT $____________ $____________

A1190 20302-2100 REMOVAL OF PIPE CULVERT

150 LNFT $____________ $____________

A1200 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

30 SQYD $____________ $____________

A1210 20401-0000 ROADWAY EXCAVATION

800 CUYD $____________ $____________

A1220 20402-0000 SUBEXCAVATION

400 CUYD $____________ $____________

A1230 20403-0000 UNCLASSIFIED BORROW

1,050 CUYD $____________ $____________

A1240 20425-1000 DITCH, EXCAVATION

100 LNFT $____________ $____________

A1250 20435-3000 BACKFILL, CURB

200 CUYD $____________ $____________

A1260 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

25.0 CUYD $____________ $____________

A1270 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,145.0 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A1280 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,000.0 TON $____________ $____________

A1290 40601-0000 FOG SEAL

6.0 TON $____________ $____________

A1300 41101-1000 PRIME COAT, METHOD 1

7.0 TON $____________ $____________

A1310 41105-0000 BLOTTER

43.0 TON $____________ $____________

A1320 41201-0000 TACK COAT

4.0 TON $____________ $____________

A1330 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

265 SQYD $____________ $____________

A1340 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

220 SQYD $____________ $____________

A1350 60201-0800 24-INCH PIPE CULVERT (CONCRETE, CLASS III)

40 LNFT $____________ $____________

A1360 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CONCRETE, CLASS III)

300 LNFT $____________ $____________

A1370 60401-0000 MANHOLE

2 EACH $____________ $____________

A1380 60403-1900 INLET, FLH TYPE 6B

4 EACH $____________ $____________

A1390 60405-0000 MANHOLE ADJUSTMENT (ELECTRICAL VAULT)

3 EACH $____________ $____________

A1400 60407-0000 CAPPING INLETS AND MANHOLES (PLUG SERVICE LINE)

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A1410 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

2,690 LNFT $____________ $____________

A1420 60901-4700 CURB, STONE, TYPE 2, 5-INCH DEPTH (GRANITE WHEELSTOP, DOWELED)

60 LNFT $____________ $____________

A1430 60901-5600 CURB, STONE, TYPE 2, 14-INCH DEPTH (GRANITE WHEELSTOP)

180 LNFT $____________ $____________

A1440 61104-0200 VALVE, AIR RELEASE

1 EACH $____________ $____________

A1450 61109-4000 RELOCATE FIRE HYDRANT

1 EACH $____________ $____________

A1460 61501-0100 SIDEWALK, CONCRETE (REINFORCED, 5-INCH DEPTH, EXPOSED

AGGREGATE FINISH)

230 SQYD $____________ $____________

A1470 61501-0100 SIDEWALK, CONCRETE (REINFORCED 5-INCH DEPTH)

385 SQYD $____________ $____________

A1480 61504-1000 ACCESSIBILITY RAMP, CONCRETE

46.0 SQYD $____________ $____________

A1490 61509-0000 DETECTABLE WARNING PANELS

40 SQYD $____________ $____________

A1500 61901-2300 FENCE, SPLIT RAIL

1,960 LNFT $____________ $____________

A1510 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

5 EACH $____________ $____________

A1520 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1530 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

80 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1540 62201-0800 WHEEL LOADER, 0.7 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1550 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

80 HOUR $____________ $____________

A1560 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1570 62301-0000 GENERAL LABOR

120 HOUR $____________ $____________

A1580 62302-0000 SPECIAL LABOR (NATIVE AMERICAN MONITOR)

200 HOUR $____________ $____________

A1590 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A1600 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1610 62405-0350 PLACING CONSERVED TOPSOIL, 5-INCH DEPTH

940 SQYD $____________ $____________

A1620 62405-0500 PLACING CONSERVED TOPSOIL, 8-INCH DEPTH

2,100 SQYD $____________ $____________

A1630 62515-2000 MULCHING, HYDRAULIC METHOD

0.800 ACRE $____________ $____________

A1640 63301-0000 SIGN SYSTEM

12 EACH $____________ $____________

A1650 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

6,230 LNFT $____________ $____________

A1660 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

9 EACH $____________ $____________

A1670 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

25 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1680 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

8 EACH $____________ $____________

A1690 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

25 EACH $____________ $____________

A1700 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

50 EACH $____________ $____________

A1710 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

25 EACH $____________ $____________

A1720 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1730 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

61 EACH $____________ $____________

A1740 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

A1750 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

400 HOUR $____________ $____________

A1760 63610-2200 CONDUIT, 3-INCH, PVC

620 LNFT $____________ $____________

A1770 63621-5000 UTILITY BOX, CONCRETE (3x5x6 VAULT)

1 EACH $____________ $____________

A1780 63622-0000 UTILITY TRENCH (CONCRETE DUCT BANK)

310 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

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

X3000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X3010 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

X3020 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X3030 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X3040 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X3050 15705-0100 SOIL EROSION CONTROL, SILT FENCE

65 LNFT $____________ $____________

X3060 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

866 LNFT $____________ $____________

X3070 15706-0200 SOIL EROSION CONTROL, CHECK DAM

5 EACH $____________ $____________

X3080 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

X3090 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X3100 20205-0000 SELECTIVE CLEARING AND GRUBBING

0.445 ACRE $____________ $____________

X3110 20302-0700 REMOVAL OF FENCE

54 LNFT $____________ $____________

X3120 20303-2300 REMOVAL OF PAVEMENT, CONCRETE

10 SQYD $____________ $____________

X3130 20401-0000 ROADWAY EXCAVATION

1,140 CUYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 14

X3140 20425-1000 DITCH, EXCAVATION

400 LNFT $____________ $____________

X3150 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

20.0 CUYD $____________ $____________

X3160 30303-1000 ROADBED RECONDITIONING

9,810 SQYD $____________ $____________

X3170 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,715.0 TON $____________ $____________

X3180 40601-0000 FOG SEAL

10.0 TON $____________ $____________

X3190 41101-1000 PRIME COAT, METHOD 1

12.5 TON $____________ $____________

X3200 41105-0000 BLOTTER

72.0 TON $____________ $____________

X3210 41201-0000 TACK COAT

7.0 TON $____________ $____________

X3220 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

10.0 SQYD $____________ $____________

X3230 60405-0000 MANHOLE ADJUSTMENT

1 EACH $____________ $____________

X3240 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

90 LNFT $____________ $____________

X3250 60905-1000 GUTTER, CONCRETE

1,250 LNFT $____________ $____________

X3260 60920-0000 RESET WHEELSTOP (GRANITE)

265 EACH $____________ $____________

X3270 61901-2300 FENCE, SPLIT RAIL

136 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 15

X3280 61921-1000 REMOVE AND RESET FENCE (SPLIT RAIL)

1,780 LNFT $____________ $____________

X3290 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

X3300 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

40 HOUR $____________ $____________

X3310 62201-0800 WHEEL LOADER, 0.7 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

X3320 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

X3330 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

X3340 62301-0000 GENERAL LABOR

60 HOUR $____________ $____________

X3350 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

X3360 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

X3370 62515-2000 MULCHING, HYDRAULIC METHOD

0.510 ACRE $____________ $____________

X3380 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

5,865 LNFT $____________ $____________

X3390 63405-1350 PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

4 EACH $____________ $____________

X3400 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

7 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 16

X3410 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

15 EACH $____________ $____________

X3420 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

X3430 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

100 EACH $____________ $____________

X3440 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

50 EACH $____________ $____________

X3450 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

15 EACH $____________ $____________

X3460 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

X3470 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

36 EACH $____________ $____________

X3480 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

X3490 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,060 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

A - 17

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 6)

Schedule X - Option(A - 12)

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-18

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-19

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-20

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-21

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-22

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

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 52.225-9 Paragraph (c) & (d) and FAR Provision 52.225-10 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-23

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-24

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: 8/31/2022

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

6982AF22B000004MILLION(S)

THOUSAND(S)

HUNDRED(S)

CENTS

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 instrument agrees that its obligation is not impaired by any extension(s) of the time for acceptance of the bid that the Principal may grant to the Government.

Notice to the surety(ies) of extension(s) is waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the period originally allowed for acceptance of the bid.

WITNESS:

The Principal and Surety(ies) executed this bid bond and affixed their seals on the above date.

PRINCIPAL

SIGNATURE(S)

1.

(Seal)

2.

(Seal)

3.

(Seal) Corporate

Seal

NAME(S) &

TITLE(S)

(Typed)

1. 2. 3.

INDIVIDUALSURETY(IES)

SIGNATURE(S)

1.

(Seal) 2.

(Seal)

NAME(S)

(Typed)

1. 2.

CORPORATE SURETY(IES)

S U

R E

T Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION ("X" one)

INDIVIDUAL PARTNERSHIP JOINT VENTURE

CORPORATION OTHER (Specify)

STATE OF INCORPORATION

B-1

STANDARD FORM 24 (REV. 8/2016) BACK

INSTRUCTIONS

1. This form is authorized for use when a bid guaranty is required. Any deviation from this form will require the written approval of the Administrator of General Services.

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond. Any person signing in a representative capacity (e.g., an attorney-in-fact) must furnish evidence of authority if that representative is not a member of the firm, partnership, or joint venture, or an officer of the corporation involved.

3. The bond may express penal sum as a percentage of the bid price. In these cases, the bond may state a maximum dollar limitation (e.g., 20% of the bid price but the amount not to exceed dollars).

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitations listed therein. The value put into the LIABILITY LIMIT block is the penal sum (i.e., the face value) of the bond, unless a co-surety arrangement is proposed.

(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY(IES)." In the space designated "SURETY(IES)" on the face of the form, insert only the letter identifier corresponding to each of the sureties. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.

(c) When individual sureties are involved, a completed Affidavit of Individual Surety (Standard Form 28) for each individual surety, shall accompany the bond. The Government may require the surety to furnish additional substantiating information concerning its financial capability.

5. Corporations executing the bond shall affix their corporate seals. Individuals shall execute the bond opposite the word "Corporate Seal"; and shall affix an adhesive seal if executed in Maine, New Hampshire, or any other jurisdiction requiring adhesive seals.

6. Type the name and title of each person signing this bond in the space provided.

7. In its application to negotiated contracts, the terms "bid" and "bidder" shall include "proposal" and "offeror."

S U

R E

T Y

B

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T Y

C

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S) 1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T Y

D

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T Y

E

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T

F

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T

G

STATE OF INCORPORATION LIABILITY LIMIT ($)

Corporate Seal

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

B-2

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

BIDDER’S INFORMATION

INSTRUCTIONS: Answer all questions on this form inserting "none" or "not applicable" where appropriate. If more space is required attach additional sheets.