6982AF18B000026.pdf

INVITATION FOR BID

SOLICITATION NUMBER:

SOLICITATION TYPE:

PROJECT NUMBER:

PROJECT NAME:

6982AF18B000026

TOTAL SMALL BUSINESS SET-ASIDE

NM FLAP 100(1)

SOLEDAD CANYON ROAD

BID OPENING DATE:

See Page A-1, Block 13A

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

Federal Highway Projects, FP-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 NM FLAP 100(1)

LOCATION ORGAN MOUNTAINS

DESERT PEAKS NATIONAL MONUMENT

COUNTY DONA ANA COUNTY

STATE NEW MEXICO

LENGTH SCHEDULE A: 5.07 MILES

SCHEDULE B: 5.07 MILES

OPTION Y: 0.10 MILES

TYPE OF IMPROVEMENT ROAD RECONSTRUCTION AND

WIDENING, TRAIL CONSTRUCTION,

EARTHWORK, DRAINAGE, SIGNING

AND PAVEMENT MARKINGS.

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-27 Division 200 ................................................................................................................... E-28 Division 300 ................................................................................................................... E-29 Division 400 ................................................................................................................... E-29 Division 500 ................................................................................................................. . . E-32 Division 600 ................................................................................................................. . .E-32 Division 700 ................................................................................................................. . . E-40

APPENDIX

Appendix A .........................................................................Section 404 Nationwide Permit

Bid Schedules ................................................................................................................ A- 6

SPECIAL CONTRACT REQUIREMENTS (SCRs)

This solicitation cites the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 US Customary Units. 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

NEW MEXICO GROSS RECEIPTS AND COMPENSATING TAX ACT – CONTRACTORS

ARE RESPONSIBLE TO UNDERSTAND THE TAX LAWS ASSOCIATED WITH THE

NEW MEXICO GROSS RECEIPTS TAX, PURSUANT TO THE GROSS RECEIPTS AND

COMPENSATING TAX ACT OF NEW MEXICO.

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

Submit the following documents with your Bid Package–

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

• Bid Schedule including Buy American Act & Hazardous Materials, Pages A-22 through A-23.

• 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).

Bidders should retain all other pages for their information. Bids should be submitted in a sealed enveloped and include the Contractor’s Name, Solicitation Number and the Project Number/Name.

I. PRE-BID INFORMATION

It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at http://www.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.

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 US Customary Units (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/. 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.

http://www.fbo.gov/ http://farsite.hill.af.mil/vffara.htm

A-ii

Notice of SAM Registration – you must register in the System for Award Management (SAM – replaced CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart 4.1103(c). Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $36.5 million. If your average annual gross receipts for the past 3 years are above $36.5 million, you are a large business for this solicitation. If they are below $36.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications on Page B-7. Your small business information is pulled into the Online Representations and Certifications Application (ORCA) website from the System for Award Management (SAM). Please include NAICS 237310 in your 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

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

102.03 of the FP-03. 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 Block 9 on Page A-3).

http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm http://osdbuweb.dot.gov/

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON NOVEMBER 15, 2018

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

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 disadvantage business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.

Insurance requirements - See Subsection 107.05 of the FP-14.

EEBACS - Contractors shall use the Government’s web-based system, Engineer’s Estimating, Bidding, Award, and Construction System (EEBACS), to prepare all “Inspector’s Daily Record of Construction Operations” (Contractors Daily Reports) and measurement notes (pay notes).

The Contractor shall be required to attend a training session on the use of EEBACS. The training session will require up to 4 hours. No more than 3 Contractor staff may attend the training unless approved by the CO. The Contractor shall be responsible for training additional staff.

The Contractor shall be required to submit a user account form to gain access to the EEBACS system. See Subsection 108.01.

A user guide, “EEBACS for Construction Contractors”, is available. An electronic version can be found at http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm.

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF18B000026

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

10/23/2018

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.

NM FLAP 100(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:

Sheri Muehl 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, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

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

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 11/27/18 (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

X

X

X

X

A-2

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

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-3

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

Item 9: FOR GENERAL INFORMATION: Call 720-963-3090 or e-mail us at CFLContracts@dot.gov.

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

FOR PHYSICAL DATA: The following data is available electronically with this solicitation at:

• Soledad Canyon Pavement Report

• Soledad Canyon Drainage Report

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 BLOCK 19 OF THE SF-1442, BY

THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION

MAY RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to www.fbo.gov.

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 $7 and $9 million.

mailto:CFLContracts@dot.gov mailto:CFLContracts@dot.gov

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of two schedules 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 necessary to complete all contract work in Schedule A, Schedule B and Option Y.

The Government will evaluate the total of Schedule B and Option Y first. If funds are not available at the time of award, the Government will evaluate Schedule A and Option Y.

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

Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 90 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity – Separately Priced Line Item (MAR 1989).

Page 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:NM FLAP 100(1)

Project Name:Soledad Canyon Road

Page A - 6

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

5.070 MILE $____________ $____________

A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

76 EACH $____________ $____________

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

27 EACH $____________ $____________

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

5.070 MILE $____________ $____________

A0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

12,750 LNFT $____________ $____________

A0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0220 20101-0000 CLEARING AND GRUBBING

18.4 ACRE $____________ $____________

A0240 20301-2400 REMOVAL OF SIGN

50 EACH $____________ $____________

A0260 20302-0200 REMOVAL OF CURB

1,225 LNFT $____________ $____________

A0280 20302-0500 REMOVAL OF CURB, CONCRETE

330 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM FLAP 100(1)

Schedule A

Page A - 7

A0300 20302-0700 REMOVAL OF FENCE

70 LNFT $____________ $____________

A0320 20302-2100 REMOVAL OF PIPE CULVERT

1,830 LNFT $____________ $____________

A0340 20303-3600 REMOVAL OF WALL

17 SQYD $____________ $____________

A0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A0380 20401-0000 ROADWAY EXCAVATION

23,000 CUYD $____________ $____________

A0400 20441-0000 WASTE

11,300 CUYD $____________ $____________

A0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

870 SQYD $____________ $____________

A0480 30101-0000 AGGREGATE BASE (Arroyo Crossings)

1,200 TON $____________ $____________

A0500 30101-0000 AGGREGATE BASE

33,000 TON $____________ $____________

A0520 30402-1000 FULL DEPTH RECLAMATION, METHOD 1

73,045 SQYD $____________ $____________

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

22,000 TON $____________ $____________

A0600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (Arroyo

Crossings)

900 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 8

A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

220 TON $____________ $____________

A0640 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 (Arroyo Crossings)

9 TON $____________ $____________

A0680 40601-0000 FOG SEAL (Arroyo Crossings)

3 TON $____________ $____________

A0700 40601-0000 FOG SEAL

53.00 TON $____________ $____________

A0720 41101-1000 PRIME COAT, METHOD 1

190.00 TON $____________ $____________

A0740 41101-1000 PRIME COAT, METHOD 1 (Arroyo Crossings)

8 TON $____________ $____________

A0760 41105-0000 BLOTTER

880 TON $____________ $____________

A0780 41201-0000 TACK COAT (Arroyo Crossings)

2 TON $____________ $____________

A0800 41201-0000 TACK COAT

45.00 TON $____________ $____________

A0820 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH (Driveway @ ST 338+04

Colored)

4 SQYD $____________ $____________

A0840 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT (Including Wingwalls)

1 EACH $____________ $____________

A0860 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT (Including Wingwalls)

1 EACH $____________ $____________

A0880 60201-0400 12-INCH PIPE CULVERT

55 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 9

A0900 60201-0800 24-INCH PIPE CULVERT

535 LNFT $____________ $____________

A0920 60201-0900 30-INCH PIPE CULVERT

745 LNFT $____________ $____________

A0940 60201-1000 36-INCH PIPE CULVERT

970 LNFT $____________ $____________

A0960 60201-1100 42-INCH PIPE CULVERT

95 LNFT $____________ $____________

A0980 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

A1000 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

14 EACH $____________ $____________

A1020 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

15 EACH $____________ $____________

A1040 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

16 EACH $____________ $____________

A1060 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT

2 EACH $____________ $____________

A1080 60403-0000 INLET

1 EACH $____________ $____________

A1100 60409-0000 INLET TOP, METAL FRAME AND GRATE

1 EACH $____________ $____________

A1120 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

6,500 LNFT $____________ $____________

A1140 60906-1000 GUTTER, CONCRETE

1,150 SQYD $____________ $____________

A1160 61106-0000 FIRE HYDRANT

8 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 10

A1180 61108-1000 ADJUST WATER VALVE

66 EACH $____________ $____________

A1200 61509-0000 DETECTABLE WARNING PANELS

100 SQYD $____________ $____________

A1220 61801-0000 CONCRETE BARRIER (Precast; Type 32)

2,100 LNFT $____________ $____________

A1240 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

A1260 61921-1000 REMOVE AND RESET FENCE

900 LNFT $____________ $____________

A1280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

A1300 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

30 HOUR $____________ $____________

A1320 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

30 HOUR $____________ $____________

A1340 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

A1360 62301-0000 GENERAL LABOR

70 HOUR $____________ $____________

A1380 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

30 HOUR $____________ $____________

A1400 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

45 HOUR $____________ $____________

A1420 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

6.0 ACRE $____________ $____________

A1440 62510-2000 SEEDING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 11

A1460 62515-2000 MULCHING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

A1480 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

27,384 SQYD $____________ $____________

A1500 63301-0000 SIGN SYSTEM

143 EACH $____________ $____________

A1520 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign)

4 EACH $____________ $____________

A1540 63309-0100 DELINEATOR, TYPE 1

80 EACH $____________ $____________

A1560 63316-1000 REMOVE AND RESET SIGN

57 EACH $____________ $____________

A1580 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

56.0 MILE $____________ $____________

A1600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A1620 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

104 EACH $____________ $____________

A1640 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER

3,700 HOUR $____________ $____________

A1660 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,850 HOUR $____________ $____________

A1680 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

37 WEEK $____________ $____________

A1700 64604-3000 FIXTURE, PEDESTRIAN RAILING

1,415 LNFT $____________ $____________

A1720 64620-0000 REMOVE AND RESET (Tire Shedder)

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 12

A1740 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post)

22 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 13

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

5.070 MILE $____________ $____________

B0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

76 EACH $____________ $____________

B0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

27 EACH $____________ $____________

B0100 15236-2000 SURVEY CONTROL, GRADE FINISHING

5.070 MILE $____________ $____________

B0120 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

B0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0160 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

12,750 LNFT $____________ $____________

B0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

B0220 20101-0000 CLEARING AND GRUBBING

18.4 ACRE $____________ $____________

B0240 20301-2400 REMOVAL OF SIGN

50 EACH $____________ $____________

B0260 20302-0200 REMOVAL OF CURB

1,225 LNFT $____________ $____________

B0280 20302-0500 REMOVAL OF CURB, CONCRETE

330 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:NM FLAP 100(1)

Schedule B

Page A -14

B0300 20302-0700 REMOVAL OF FENCE

70 LNFT $____________ $____________

B0320 20302-2100 REMOVAL OF PIPE CULVERT

1,830 LNFT $____________ $____________

B0340 20303-3600 REMOVAL OF WALL

17 SQYD $____________ $____________

B0360 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

B0380 20401-0000 ROADWAY EXCAVATION

24,000 CUYD $____________ $____________

B0400 20441-0000 WASTE

11,900 CUYD $____________ $____________

B0420 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

870 SQYD $____________ $____________

B0440 30101-0000 AGGREGATE BASE

34,150 TON $____________ $____________

B0480 30402-1000 FULL DEPTH RECLAMATION, METHOD 1

73,045 SQYD $____________ $____________

B0500 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

22,000 TON $____________ $____________

B0540 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

220 TON $____________ $____________

B0580 40601-0000 FOG SEAL

53.00 TON $____________ $____________

B0600 41101-1000 PRIME COAT, METHOD 1

190.00 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Page A - 15

B0620 41105-0000 BLOTTER

880 TON $____________ $____________

B0640 41201-0000 TACK COAT

45.00 TON $____________ $____________

B0660 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH (Driveway @ ST 338+04

Colored)

4 SQYD $____________ $____________

B0680 50101-2700 MINOR CONCRETE PAVEMENT, PLAIN, 7-INCH DEPTH

5,500 SQYD $____________ $____________

B0700 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT (Including Wingwalls)

1 EACH $____________ $____________

B0720 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT (Including Wingwalls)

1 EACH $____________ $____________

B0740 60201-0400 12-INCH PIPE CULVERT

55 LNFT $____________ $____________

B0760 60201-0800 24-INCH PIPE CULVERT

535 LNFT $____________ $____________

B0780 60201-0900 30-INCH PIPE CULVERT

745 LNFT $____________ $____________

B0800 60201-1000 36-INCH PIPE CULVERT

970 LNFT $____________ $____________

B0820 60201-1100 42-INCH PIPE CULVERT

95 LNFT $____________ $____________

B0840 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

B0860 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

14 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Page A - 16

B0880 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

15 EACH $____________ $____________

B0900 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

16 EACH $____________ $____________

B0920 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT

2 EACH $____________ $____________

B0940 60403-0000 INLET

1 EACH $____________ $____________

B0960 60409-0000 INLET TOP, METAL FRAME AND GRATE

1 EACH $____________ $____________

B0980 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

6,500 LNFT $____________ $____________

B1000 60906-1000 GUTTER, CONCRETE

1,150 SQYD $____________ $____________

B1020 61106-0000 FIRE HYDRANT

8 EACH $____________ $____________

B1040 61108-1000 ADJUST WATER VALVE

66 EACH $____________ $____________

B1060 61509-0000 DETECTABLE WARNING PANELS

100 SQYD $____________ $____________

B1080 61801-0000 CONCRETE BARRIER (Precast; Type 32)

2,100 LNFT $____________ $____________

B1100 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

B1120 61921-1000 REMOVE AND RESET FENCE

900 LNFT $____________ $____________

B1140 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Page A - 17

B1160 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

30 HOUR $____________ $____________

B1180 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

30 HOUR $____________ $____________

B1200 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

B1220 62301-0000 GENERAL LABOR

70 HOUR $____________ $____________

B1240 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

30 HOUR $____________ $____________

B1260 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

45 HOUR $____________ $____________

B1280 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

6.0 ACRE $____________ $____________

B1300 62510-2000 SEEDING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

B1320 62515-2000 MULCHING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

B1340 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

27,384 SQYD $____________ $____________

B1360 63301-0000 SIGN SYSTEM (Solar Radar Flashing Speed Sign)

4 EACH $____________ $____________

B1380 63301-0000 SIGN SYSTEM

143 EACH $____________ $____________

B1400 63309-0100 DELINEATOR, TYPE 1

80 EACH $____________ $____________

B1420 63316-1000 REMOVE AND RESET SIGN

57 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Page A - 18

B1440 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

56.0 MILE $____________ $____________

B1460 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

B1480 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

104 EACH $____________ $____________

B1500 63506-0400 TEMPORARY TRAFFIC CONTROL, POLICE OFFICER

3,700 HOUR $____________ $____________

B1520 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,850 HOUR $____________ $____________

B1540 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

37 WEEK $____________ $____________

B1560 64604-3000 FIXTURE, PEDESTRIAN RAILING

1,415 LNFT $____________ $____________

B1580 64620-0000 REMOVE AND RESET (Tire Shedder)

1 EACH $____________ $____________

B1600 64620-0400 REMOVE AND RESET MAILBOX (On new breakaway post)

22 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Base

Page A - 19

Y0020 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

210 LNFT $____________ $____________

Y0040 20401-0000 ROADWAY EXCAVATION

1,000 CUYD $____________ $____________

Y0060 30101-0000 AGGREGATE BASE

850 TON $____________ $____________

Y0120 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

730 TON $____________ $____________

Y0140 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

8 TON $____________ $____________

Y0180 40601-0000 FOG SEAL

2 TON $____________ $____________

Y0200 41101-1000 PRIME COAT, METHOD 1

5 TON $____________ $____________

Y0220 41201-0000 TACK COAT

2 TON $____________ $____________

Y0240 60915-1000 WHEELSTOP, CONCRETE

12 EACH $____________ $____________

Y0260 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

0.2 ACRE $____________ $____________

Y0280 62510-2000 SEEDING, HYDRAULIC METHOD

0.2 ACRE $____________ $____________

Y0300 62515-2000 MULCHING, HYDRAULIC METHOD

0.2 ACRE $____________ $____________

Y0320 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

1,900 SQYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:NM FLAP 100(1)

Option Y

Page A - 20

Y0340 63301-0000 SIGN SYSTEM

5 EACH $____________ $____________

Y0360 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

1.6 MILE $____________ $____________

Y0380 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

11 EACH $____________ $____________

Y0400 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Page A - 21

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 1)

Schedule Y - Option(Page A - 14)

Total - Schedules

Schedule Bid Total

Schedule B - Base(Page A - 8)

Schedule Y - Option(Page A - 14)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

A-22

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-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.

B-1

BID BOND

(See instructions on reverse) DATE BOND EXECUTED (Must not be later than bid opening date) OMB NO. 9000-0045

Public reporting burden for this collection of information is estimated to average 25 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat (MVR), Federal Acquisition Policy Division, GSA, Washington, D.C. 20405.

PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION (AX@ one)

INDIVIDUAL PARTNERSHIP

JOINT VENTURE CORPORATION

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PENAL SUM OF BOND BID IDENTIFICATION

PERCENT OF

BID PRICE

AMOUNT NOT TO EXCEED BID DATE INVITATION NO.

6982AF18B000026

20 PERCENT 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 time for acceptance of the bid that the Principal may grant to the Government. Notice to the surety(ies) of extension(s) are 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 NAMES(S) &

TITLE(S)

(Typed)

1. 2. 3.

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

1.

(Seal)

2.

(Seal)

NAME(S)

(Typed)

1. 2.

CORPORATE SURETY(IES)

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT

SURETY A

SIGNATURE(S)

1. 2.

Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 24 (Rev. 10-98) Previous edition is usable Prescribed by GSA - FAR (48 CFR) 53.228(a)

B-2 CORPORATE SURETY(IES) (Continued)

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT

SURETY B SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT

SURETY C SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT

SURETY D SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT

SURETY E SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT

SURETY F SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT

SURETY G SIGNATURE(S)

1. 2. Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

1. 2.

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 3,000,000.00 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 limitation listed therein. Where more than one corporate surety is 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 identification of the sureties.

(b) Where 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 capacity.

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.”

STANDARD FORM 24 (Rev. 10-98) BACK

B-3

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. 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. The prospective bidder shall provide any additional information requested by the Government during evaluation of the bids.

If the prospective bidder is a joint venture or general partnership, a separate Bidder's Qualifications form shall be provided individually for each joint venture participant or partner.

1. Name and address of business:

Name DUNS Number (See FAR Provision 52.204-6)*

Street Home Office Congressional District (Insert District #) *

City State Zip Code

* Necessary for Government reporting purposes only

To obtain a Dun & Street number, call County 800-333-0505.

Telephone Number (Include Area Code)

Fax Number (Include Area Code)

2. a. Type of organization (check appropriate box):

If a Foreign entity:

Individual Non-profit organization Corporation

Partnership Joint Venture Registered in:

b. Size and type of Business Concern (check appropriate boxes):

Large Business Concern Small Disadvantaged Business Concern Emerging Small Business

Small Business Concern Women-Owned Small Business SBA 8(a) Certified

HUB Zone Business Concern Veteran Owned Business Concern Service-Disabled Veteran-Owned Business Concern

Individual Non-profit organization Corporation

Partnership Joint Venture Incorporated in:

B-4

3. If a joint venture or general partnership:

a. Provide the name under which the project will be bid, the home office address, and name of the principal who will represent the company with regard to this project if different from "1." above.

Principal

Business Name

Street

City State Zip Code

b. Provide the name and home office addresses of each of the joint venture partners; indicate which partner is the sponsoring partner. Attach a separate sheet for additional partners.

Sponsoring Partner Other Partner

Street Street

City State Zip Code City State Zip Code

4. Date organization established: _______________________

5. Name of succeeded business, if any: _________________________________________________________

6. How many years have you been in business as:

a. General contractor years.

b. Subcontractor years.

7. a. Furnish the following information concerning the owner, partners, officers and directors:

Percent of Business Owned

Years of Business Experience

Name Title Contracting Other

b. Attach resumes of these key personnel as well as the on-site project manager(s) and superintendent(s), and specifically identify the following:

- Present position, responsibility, and length…