6982AF19B000002.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF19B000002

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CA FLAP NEV 40(1)

PROJECT NAME: DONNER PASS ROAD

BID OPENING DATE:

See Page A-1, Item 13A

This solicitation cites Standard Specifications for

Construction of Roads and Bridges on

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: http://www.fbo.gov

E-mail: CFLContracts@dot.gov mailto:CFLContracts@dot.gov

PROJECT CA FLAP NEV 40(1)

LOCATION TAHOE NATIONAL FOREST

COUNTY NEVADA AND PLACER

STATE CALIFORNIA

LENGTH SCHEDULE A: 6.40 MILES

TYPE OF IMPROVEMENT RESTORATION, RESURFACING AND

REHABILITATION (3R+) WIDENING,

GRADING, DRAINAGE AND ASPHALT

CONCRETE PAVEMENT

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-43

Division 300 ................................................................................................................... E-54

Division 400 ................................................................................................................... E-56

Division 500 ................................................................................................................... E-62

Division 600 ................................................................................................................... E-65

Division 700 ................................................................................................................... E-72

APPENDICES

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

Appendix B ............................................................... Nevada County Encroachment Permit

Appendix C ................................................................. Placer County Encroachment Permit

Appendix D ....................................................................................... Biological Assessment

Appendix E ..................................................... Sample Small Business Subcontracting Plan

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard

Specification for Construction of Roads and Bridges on Federal Highway Projects

Appendix F .................................................................................... 401(pending)/404 Permit

NOTICE TO BIDDERS

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PROJECT OVERVIEW

The project is located just west of Truckee, California and will rehabilitate the existing pavement and widen shoulders for bike lanes on 6.54 miles of Donner Pass Road from I-80 Exit 174 in Soda

Springs, CA to the Truckee City limits. Selected pullouts will also be paved and improvements include drainage, signing, striping, and guardrail. The proposed typical section is a 22 foot traveled way with 4 foot paved shoulders serving as Class II bike lanes. The bike lanes will be on the uphill direction only, east of Donner Pass. The bike lanes will be in both directions, west Donner Pass.

Work will not be conducted on Rainbow Bridge. The elevation of Donner Pass is 7,056 feet.

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-15

• Bid Schedule including Buy American Act & Hazardous Materials, Pages A-6-A-14; A21, A22

• 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.

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

B-6.

• Annual Representations and Certifications (FAR Provision 52.204-8) and Certification Regarding Responsibility Matters (FAR Provision 52.209-5).

• 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.

• Completed an applicable Authority to Bind certificate, pages A-16 through A-20

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 http://www.fbo.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.

http://www.fbo.gov/

A-ii

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

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

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

Applicable FAR 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 http://farsite.hill.af.mil/vffara.htm.

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 3 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. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and

Certifications. The System for Award Management (SAM) is the Official U.S. Government system that consolidated the capabilities of CCR/FedReg, ORCA, and EPLS. Please include NAICS

237310 in SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: www.dol.gov/vets/programs/fcp/main.htm.

My firm had a qualifying Federal Contract in 2018 and has complied with the reporting requirements.

My firm did not have a qualifying Federal Contract in 2018 and is therefore exempt from the reporting requirements

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

10% to an apparent low bid submitted by a large business when we also receive a bid from a certified HUBZone small business concern (SBC). The 10% factor does not apply to apparent low bids submitted by small businesses. See FAR Clause 52.219-4 Notice of price evaluation preference for HUBZone small business concerns.

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

https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov http://farsite.hill.af.mil/vffara.htm http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

A-iii

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must:

(i) At least 15 percent of the cost of contract performance to be incurred for personnel will be spent on the prime contractor’s employees;

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.

ATTENTION: Minority, Women-owned, and Disadvantaged Business Enterprises (DBEs). The

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

http://osdbuweb.dot.gov.

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 OCTOBER 17, 2019

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at http://www.fbo.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 http://osdbuweb.dot.gov/

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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 bid opening, 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) http://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of

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

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

See Appendix E 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 2019)

Business Size Goal (%)

SB 48.5%

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

http://web.sba.gov/subnet/ http://www.sam.gov/

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF19B000002

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

09/23/2019

PAGE OF

PAGES

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

6. PROJECT NO.

CA FLAP NEV 40(1)

7. ISSUED BY:

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

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

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

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

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

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

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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

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

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 10/24/19 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53-236-1(e)

X

A-1

GPO: 1985 0 - 469-796 STANDARD FORM 1442 PAGE 2 (REV. 4-85)

OFFEROR (Must be fully completed by offeror)

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

15. TELEPHONE NO. (Include area code)

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

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

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

26. ADMINISTERED BY CODE:

27. PAYMENT WILL BE MADE BY

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

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

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

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 www.fbo.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 and $14 million.

A-3

Bid Schedule Instructions

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

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

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

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

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

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

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

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

Pay Item 15401-0000, Contractor Testing

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

Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory for each schedule. The price for this item will be included in the Construction Cost Total for each schedule and all totals on the Bid Summary, page A-14, 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 necessary to complete all contract work in Schedule A.

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

A-4

A - 5

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 FLAP NEV 40(1)

Project Name:Donner Pass Road Improvements

A - 6

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

77 EACH $____________ $____________

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

11 EACH $____________ $____________

A0100 15215-7000 SURVEY AND STAKING, PARKING AREA

9 EACH $____________ $____________

A0120 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

6.400 MILE $____________ $____________

A0140 15236-2000 SURVEY CONTROL, GRADE FINISHING

6.400 MILE $____________ $____________

A0160 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0180 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0200 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0220 15701-0000 SOIL EROSION CONTROL (Erosion Control)

ALL LPSM $___LPSM_____ $____________

A0240 15701-0000 SOIL EROSION CONTROL (Sediment Control)

ALL LPSM $___LPSM_____ $____________

A0260 15701-0000 SOIL EROSION CONTROL (Non-Stormwater Control)

ALL LPSM $___LPSM_____ $____________

A0280 15704-1200 SOIL EROSION CONTROL, ROCK MULCH

20 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FLAP NEV 40(1)

(Contractor-furnished Lab)

A - 7

A0300 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0320 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0340 20101-0000 CLEARING AND GRUBBING

38.5 ACRE $____________ $____________

A0360 20220-1000 REMOVAL, INDIVIDUAL TREE

105 EACH $____________ $____________

A0380 20301-0700 REMOVAL OF DELINEATOR

416 EACH $____________ $____________

A0400 20301-1100 REMOVAL OF GATE

3 EACH $____________ $____________

A0420 20301-1200 REMOVAL OF HEADWALL

5 EACH $____________ $____________

A0440 20301-1400 REMOVAL OF INLET

11 EACH $____________ $____________

A0460 20301-2300 REMOVAL OF SIGN/MARKER

63 EACH $____________ $____________

A0480 20302-1200 REMOVAL OF GUARDRAIL

4,932 LNFT $____________ $____________

A0500 20302-2100 REMOVAL OF PIPE CULVERT

285 LNFT $____________ $____________

A0520 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

52,200 SQYD $____________ $____________

A0540 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

25 SQYD $____________ $____________

A0560 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A0580 20401-0000 ROADWAY EXCAVATION

7,500 CUYD $____________ $____________

A0600 20402-0000 SUBEXCAVATION

250 CUYD $____________ $____________

A0620 20421-0000 ROCK EXCAVATION

195 CUYD $____________ $____________

A0640 20425-1000 DITCH, EXCAVATION

900 LNFT $____________ $____________

A0660 20441-0000 WASTE

5,000 CUYD $____________ $____________

A0680 20442-0000 SLOPE SCALING

20 CUYD $____________ $____________

A0700 20501-0000 CONTROLLED BLAST HOLE

2,900 LNFT $____________ $____________

A0720 20702-1000 GEOTEXTILE FILTER, CLASS 2, TYPE E

200 SQYD $____________ $____________

A0740 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

48 CUYD $____________ $____________

A0760 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

4 CUYD $____________ $____________

A0780 25210-0000 ROCKERY

665 SQFT $____________ $____________

A0800 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

7,800 SQFT $____________ $____________

A0820 26002-0000 ROCK DOWEL

60 LNFT $____________ $____________

A0840 26005-0000 SHEAR PIN

20 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0860 30202-2000 ROADWAY AGGREGATE, METHOD 2

12,200 TON $____________ $____________

A0880 30301-2000 SHOULDER RECONDITIONING

10.491 MILE $____________ $____________

A0900 30302-1000 DITCH RECONDITIONING

700 LNFT $____________ $____________

A0920 30401-5000 FULL DEPTH RECLAMATION, METHOD 2

3.100 MILE $____________ $____________

A0960 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

20,000 TON $____________ $____________

A0980 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

200 TON $____________ $____________

A1020 40303-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1, WEDGE AND LEVELING COURSE

4,150 TON $____________ $____________

A1040 40601-0000 FOG SEAL

55 TON $____________ $____________

A1060 41102-0000 PRIME COAT

65,500 SQYD $____________ $____________

A1080 41105-0000 BLOTTER

190 TON $____________ $____________

A1100 41201-0000 TACK COAT

110 TON $____________ $____________

A1120 50207-0000 CONCRETE PAVEMENT RESTORATION, CRACKING AND SEATING

PAVEMENT

51,000 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A1140 55401-1000 REINFORCING STEEL

178 LB $____________ $____________

A1160 56603-0000 REINFORCED SHOTCRETE

900 SQYD $____________ $____________

A1180 60101-0000 CONCRETE

3.0 CUYD $____________ $____________

A1200 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

A1220 60201-0400 12-INCH PIPE CULVERT

35 LNFT $____________ $____________

A1240 60201-0500 15-INCH PIPE CULVERT

20 LNFT $____________ $____________

A1260 60201-0600 18-INCH PIPE CULVERT

285 LNFT $____________ $____________

A1280 60201-0800 24-INCH PIPE CULVERT

245 LNFT $____________ $____________

A1300 60201-0900 30-INCH PIPE CULVERT

50 LNFT $____________ $____________

A1320 60201-1100 42-INCH PIPE CULVERT

60 LNFT $____________ $____________

A1340 60201-1200 48-INCH PIPE CULVERT

45 LNFT $____________ $____________

A1360 60210-0500 END SECTION FOR 15-INCH PIPE CULVERT

2 EACH $____________ $____________

A1380 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

A1400 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

7 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1420 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

2 EACH $____________ $____________

A1440 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT

2 EACH $____________ $____________

A1460 60401-0000 MANHOLE

2 EACH $____________ $____________

A1480 60403-1200 INLET, FLH TYPE 5A

23 EACH $____________ $____________

A1500 60403-2300 INLET, FLH TYPE 7B

3 EACH $____________ $____________

A1520 60405-0000 MANHOLE ADJUSTMENT

60 EACH $____________ $____________

A1540 60901-2100 CURB, ASPHALT, 4-INCH DEPTH

7,400 LNFT $____________ $____________

A1560 60905-1000 GUTTER, CONCRETE

145 LNFT $____________ $____________

A1580 61108-4000 ADJUST VALVE BOX

45 EACH $____________ $____________

A1600 61505-1000 ACCESSIBILITY RAMP, CONCRETE

1 EACH $____________ $____________

A1620 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

4,350 LNFT $____________ $____________

A1640 61702-0600 TERMINAL SECTION, TYPE FLARED

27 EACH $____________ $____________

A1660 61702-0800 TERMINAL SECTION TYPE TANGENT

4 EACH $____________ $____________

A1680 61702-1200 TERMINAL SECTION, TYPE LST

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1700 61707-1000 STRUCTURE TRANSITION RAILING, G4 SYSTEM

27 LNFT $____________ $____________

A1720 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM

81 LNFT $____________ $____________

A1740 61801-0000 CONCRETE BARRIER

75 LNFT $____________ $____________

A1760 61902-0000 GATE

1 EACH $____________ $____________

A1780 61902-1600 GATE, METAL, 20 FEET WIDTH

2 EACH $____________ $____________

A1800 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1820 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

80 HOUR $____________ $____________

A1840 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1860 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

80 HOUR $____________ $____________

A1880 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

80 HOUR $____________ $____________

A1900 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1920 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A1940 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

80 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1960 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

80 HOUR $____________ $____________

A1980 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

14,000 SQYD $____________ $____________

A2000 62510-2000 SEEDING, HYDRAULIC METHOD

8.3 ACRE $____________ $____________

A2020 62515-2000 MULCHING, HYDRAULIC METHOD

8.3 ACRE $____________ $____________

A2040 63301-0000 SIGN SYSTEM

97 EACH $____________ $____________

A2060 63309-1000 DELINEATOR, TYPE SNOW POLE

355 EACH $____________ $____________

A2080 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

A2100 63318-1000 SNOW POLE HOLDER

115 EACH $____________ $____________

A2120 63402-2300 PAVEMENT MARKINGS, TYPE L, SOLID

26.0 MILE $____________ $____________

A2140 63403-0400 PAVEMENT MARKINGS, TYPE D

500 SQFT $____________ $____________

A2160 63405-1350 PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

35 EACH $____________ $____________

A2180 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

A2200 63407-0200 RECESSED PAVEMENT MARKER, BI-DIRECTIONAL REFLECTIVE

1,450 EACH $____________ $____________

A2220 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FLAP NEV 40(1)

Project Name:Donner Pass Road Improvements

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

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

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-15

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

certification with your offer/bid.

Corporate Certificate

I, (name), certify that I am the

(title), of the corporation named as the

Offeror/Principal herein;

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

(title) of this corporation;

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

(signature) Affix Corporate Seal

(title)

A-16

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

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-17

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-18

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

Authority to Bind Joint Venture

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

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

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

Officer.

(Include names and signatures of all applicable individuals)

A-19

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-20

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-21

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-22

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

AMOUNT NOT TO EXCEED BID DATE INVITATION NUMBER

6982AF19B000002 MILLION(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.

3.

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 ($)

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

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 &

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

E

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T

F

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

S U

R E

T

G

SIGNATURE(S)

1. 2.

NAME(S) &

TITLE(S)

(Typed)

1. 2.

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. Return the signed, dated and completed form with the bid to the address shown in the invitation for bids on or before the time set for bid opening.