DTFH6816B00014_CA_FTNP-NPS_YOSE_500(2)_ _16(7).pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH6816B00014

PROJECT NUMBER: CA FTNP/NPS YOSE 500(2) & 16(7)

PROJECT NAME: VALLEY LOOP ROAD AND EL PORTAL 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-03 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

PROJECT CA FTNP/NPS YOSE 500(2) & 16(7)

LOCATION YOSEMITE NATIONAL PARK

COUNTY MARIPOSA

STATE CALIFORNIA

LENGTH 4.92 MILES

TYPE OF IMPROVEMENT EARTHWORK, PULVERIZING,

AGGREGATE COURSES, HOT ASPHALT,

CONCRETE PAVING, AND DRAINAGE

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

Davis Bacon Wage Determination .................................................................................. D-1

Division 100 ..................................................................................................................... E-2 Division 150 ................................................................................................................... E-36 Division 200 ................................................................................................................... E-63 Division 300 ................................................................................................................... E-75 Division 400 ................................................................................................................... E-79 Division 500 ................................................................................................................. E-111 Division 600 ................................................................................................................. E-120 Division 700 ................................................................................................................. E-141

APPENDICES

Appendix A ................................................................................................... 401/404 Permit

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

A-i

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

If applicable, indication of interest in formal Partnering, Page A-5

Bid Schedule including Buy American Act & Hazardous Materials, Pages A-6 through A-16

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 100 declaration, Page A-ii; Bidders’ Information, Pages B-3 through B-6; Reps and Certs, Page B-7 and Certification Regarding Responsibility Matters (FAR 52.209-5), Pages B-8 and B-9.

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.

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-03 US Customary Units (FP-03).

The FP-03 was utilized for the design of this project. Hard copies of the FP-03 will not be provided to bidders. The FP-03 is available electronically at http://flh.fhwa.dot.gov/resources/pse/standard/ or may be purchased by contacting Bob Rosenblatt at ARC Western, telephone number 303-785- 2520 or email bob.rosenblatt@e-arc.com. Hard copies of the FP-03 will not be provided to the awarded Prime Contractor.

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 https://www.acquisition.gov/far/.

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.

Vets100 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 2015 and has complied with the reporting requirements.

My firm did not have a qualifying Federal Contract in 2015 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. 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.

§126.700 of the Code of Federal Regulations (Title 13, Part 126, Subpart G), stated below, will replace the performance of work requirements stated in the above mentioned FAR clause.

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must spend at least 50% of the cost of the contract incurred for personnel on its own employees or employees of other qualified HUBZone SBCs. This requirement may be met by expending at least 50% of the cost of the contract incurred for personnel on its employees or it may subcontract at least 35% of the cost of the contract performance incurred for personnel to one or more qualified HUBZone SBCs. A qualified HUBZone SBC prime contractor may not, however, subcontract more than 50% of the cost of the contract incurred for personnel to non-qualified HUBZone SBCs.

A-iii

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).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON JULY 6, 2016

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.

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

A-iv 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 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. To view and download a sample plan for subcontracting requirements, visit http://www.cflhd.gov/contracting/construction/ReferenceLinks.cfm. 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.ccr.gov

Insurance requirements - See Subsection 107.05 of the FP-03.

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6816B00014

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

6/13/2016

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 FTNP/NPS YOSE 500(2) & 16(7)

7. ISSUED BY:

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Jeremiah Rogers, 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, 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-03, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-03 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 7/13/2016 (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

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: 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:

Hydraulic Report

Pavements Memorandum

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-03.

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-03. 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-03.

ESTIMATED

PRICE: The price range of the project work is between $10 and $15 million.

A-4

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.

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 a price on the Contractor Testing alternative pay item.

Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory. The price for this item will be included in the Construction Cost Total and included in the evaluation for award.

Bidders must also provide a stand alone price on the last page of the bid schedule for the alternative item, Contractor Testing using a Government-furnished field laboratory. 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.

Evaluation Factors 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-5

PARTNERING

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

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

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

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-03. 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.

B I D S C H E D U L E Schedule A Account: ALL

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15206-0000 Line A0040 31.233 STA $ $

15210-3000 Line A0060 228.321 STA $ $

15214-3000 Line A0080 ALL LPSM $

15215-3000

Line A0100 45 EACH $ $ 15215-5000

Line A0120 5 EACH $ $ 15216-2000

Line A0140 456.641 STA $ $ 15301-0000

Line A0160 ALL LPSM $ 15401-0000

Line A0180 ALL LPSM $

15501-0000 Line A0200 ALL LPSM $

15703-2500 Line A0220 3.7 ACRE $ $

15705-0100 Line A0240 7,000 LNFT $ $

15705-1400 Line A0260 4,050 LNFT $ $

15706-0200 Line A0280 20 EACH $ $

15706-1100 Line A0300 60 EACH $ $

15706-1200 Line A0320 10 EACH $ $

15706-1600 Line A0340 5 EACH $ $

15802-0000 Line A0360 ALL LPSM $

20101-0000 Line A0380 12.3 ACRE $ $

20201-0000

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, PARKING AREA

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, BOX CULVERT

CLEARING AND GRUBBING

SELECTIVE CLEARING (FLUSH CUT AND PRUNING)

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION TYPE A

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, INLET PROTECTION TYPE B

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

WATERING FOR DUST CONTROL

Schedule Total: ___________________________

Submitted by: ____________________________

Jeremiah.Rogers Typewritten Text A-6

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

Line A0400 3.0 ACRE $ $ 20220-1000

Line A0420 10 EACH $ $ 20301-0200

Line A0440 1,100 EACH $ $ 20301-0700

Line A0460 325 EACH $ $ 20301-0900

Line A0480 3 EACH $ $ 20301-2300

Line A0500 6 EACH $ $ 20301-2400

Line A0520 100 EACH $ $ 20301-3400

Line A0540 60 EACH $ $ 20302-0400

Line A0560 1,150 LNFT $ $ 20302-0500

Line A0580 2,830 LNFT $ $ 20303-1600

Line A0600 13,875 SQYD $ $ 20303-1600

Line A0620 300 SQYD $ $ 20303-2300

Line A0640 120 SQYD $ $ 20303-3000

Line A0660 2,600 SQYD $ $ 20303-3200

Line A0680 130 SQYD $ $ 20401-0000

Line A0700 9,150 CUYD $ $ 20401-0000

Line A0720 8,700 CUYD $ $ 20402-0000

Line A0740 6,600 CUYD $ $ 20425-1000

Line A0760 825 LNFT $ $ 20435-2500

Line A0780 1,800 CUYD $ $

REMOVAL OF PAVEMENT, ASPHALT (CURB INSTALLATION)

REMOVAL OF PAVEMENT, CONCRETE

REMOVAL OF SIDEWALK, ASPHALT

REMOVAL, INDIVIDUAL TREE

REMOVAL OF SIGN/MARKER (SIGN PANEL ONLY)

REMOVAL OF SIGN

REMOVAL OF WHEELSTOP

REMOVAL OF CURB, ASPHALT

REMOVAL OF CURB, CONCRETE

REMOVAL OF PAVEMENT, ASPHALT

REMOVAL OF BOULDER

REMOVAL OF DELINEATOR (OR SNOW POLE)

REMOVAL OF FIRE HYDRANT

SUBEXCAVATION

DITCH, EXCAVATION

BACKFILL, PERMEABLE

REMOVAL OF SIDEWALK, CONCRETE

ROADWAY EXCAVATION

ROADWAY EXCAVATION (SPECIAL)

Jeremiah.Rogers

A-7

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

20435-3000 Line A0800 1,600 CUYD $ $

20443-0000 Line A0820 950 LNFT $ $

21101-1000 Line A0840 5,050 SQYD $ $

25101-2000 Line A0860 140.0 CUYD $ $

25101-3000 Line A0880 80.0 CUYD $ $

25125-0000 Line A0900 50 EACH $ $

25126-0000 Line A0920 15 EACH $ $

30101-0000 Line A0940 16,720.0 TON $ $

30110-0000 Line A0960 3,500.0 TON $ $

30110-0000 Line A0980 520.0 TON $ $

30301-3000 Line A1000 178.450 STA $ $

30305-3000 Line A1020 210.000 STA $ $

30802-2000 Line A1040 6,160.0 TON $ $

40101-0600 Line A1060 20,120.0 TON $ $

40105-3000 Line A1080 200.0 TON $ $

40920-1000 Line A1100 41.0 TON $ $

41103-0000 Line A1120 86,800 SQYD $ $

41105-0000 Line A1140 525.0 TON $ $

41201-1000 Line A1160 37.0 TON $ $

41410-1000

BACKFILL, CURB

BERMS

ROADWAY OBLITERATION, METHOD 1

AGGREGATE SURFACE COURSE (TRAILS)

SHOULDER AND DITCH RECONDITIONING

PULVERIZING, 6-INCH DEPTH

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

BOULDER

REMOVE AND RESET BOULDER

AGGREGATE BASE

AGGREGATE SURFACE COURSE

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

PRIME COAT

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H (EMULSIFIED ASPHALT)

CRACKS, CLEANING AND SEALING

Jeremiah.Rogers

A-8

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

Line A1180 1,525 LNFT $ $ 50101-0300

Line A1200 690 SQYD $ $ 50101-0900

Line A1220 500 SQYD $ $ 50102-0300

Line A1240 330 SQYD $ $ 60101-0000

Line A1260 120.0 CUYD $ $ 60110-0000

Line A1280 50,000 LB $ $ 60201-0100

Line A1300 1,100 LNFT $ $ 60201-0400

Line A1320 130 LNFT $ $ 60201-0600

Line A1340 220 LNFT $ $ 60201-0800

Line A1360 2,220 LNFT $ $ 60202-0200

Line A1380 110 LNFT $ $ 60210-0800

Line A1400 12 EACH $ $ 60220-0300

Line A1420 220 LNFT $ $ 60220-1150

Line A1440 125 LNFT $ $ 60403-0000

Line A1460 30 EACH $ $ 60405-0000

Line A1480 51 EACH $ $ 60405-0000

Line A1500 18 EACH $ $ 60407-0000

Line A1520 2 EACH $ $ 60526-0000

Line A1540 5 LNFT $ $ 60704-0000

Line A1560 26 EACH $ $

REINFORCED RIGID PAVEMENT, 8-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

PLAIN RIGID PAVEMENT, 6-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

CONCRETE (BOX CULVERT HEADWALL/WINGWALL)

CONCRETE COLORING AGENT

4-INCH PIPE CULVERT (SLEEVE)

12-INCH PIPE CULVERT (CMP, POLYMERIC COATED)

REINFORCED RIGID PAVEMENT, 6-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS (EXPOSED AGGREGATE FINISH)

INLET

MANHOLE ADJUSTMENT

MANHOLE ADJUSTMENT (ELECTRICAL VAULT)

CAPPING INLETS AND MANHOLES

DRAINAGE CHASE

CLEANING CULVERT IN PLACE

18-INCH PIPE CULVERT (CMP, POLYMERIC COATED)

24-INCH PIPE CULVERT (CMP, POLYMERIC COATED)

18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT (CMP, POLYMERIC COATED)

END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED) (POLYMERIC COATED)

4 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT (BURIED FLOOR)

6 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT (BURIED FLOOR)

Jeremiah.Rogers

A-9

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

60901-0400 Line A1580 275 LNFT $ $

60901-0600 Line A1600 80 LNFT $ $

60901-0800 Line A1620 210 LNFT $ $

60901-1200 Line A1640 29,730 LNFT $ $

60901-1200 Line A1660 610 LNFT $ $

60901-5600 Line A1680 3,750 LNFT $ $

60901-6100 Line A1700 530 LNFT $ $

60902-0600 Line A1720 520 LNFT $ $

60902-1000 Line A1740 485 LNFT $ $

60905-1000 Line A1760 510 LNFT $ $

60908-1000 Line A1780 1,700 SQYD $ $

60920-0000 Line A1800 30 EACH $ $

61101-0000 Line A1820 ALL LPSM $

61102-1600 Line A1840 20 LNFT $ $

61106-0000 Line A1860 4 EACH $ $

61108-4000 Line A1880 17 EACH $ $

61108-4000 Line A1900 3 EACH $ $

61114-1500 Line A1920 9 EACH $ $

61202-0400 Line A1940 770 LNFT $ $

61202-0700

CURB, STONE, TYPE 2, 18-INCH DEPTH

CURB AND GUTTER, CONCRETE, 8-INCH DEPTH (OUTFALL)

CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

GUTTER, CONCRETE (8-INCH DEPTH)

PAVED DITCH, ASPHALT

RESET WHEELSTOP

CURB, CONCRETE, 6-INCH DEPTH (DOWELED)

CURB, CONCRETE, 8-INCH DEPTH

CURB, CONCRETE, 10-INCH DEPTH

CURB, CONCRETE, 14-INCH DEPTH

CURB, CONCRETE, 14-INCH DEPTH (SPECIAL)

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

6-INCH SEWER LINE, PLASTIC

8-INCH SEWER LINE, PLASTIC (10-INCH)

WATER SYSTEM (IRRIGATION)

2-INCH WATERLINE, COPPER

FIRE HYDRANT

ADJUST VALVE BOX

ADJUST VALVE BOX (CLEANOUT)

WATER SYSTEM ACCESSORY, TIE-IN

Jeremiah.Rogers

A-10

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

Line A1960 540 LNFT $ $ 61203-0000

Line A1980 10 LNFT $ $ 61501-0100

Line A2000 695 SQYD $ $ 61501-1100

Line A2020 2,090 SQYD $ $ 61501-1100

Line A2040 2,920 SQYD $ $ 61503-5000

Line A2060 225 SQYD $ $ 61504-1000

Line A2080 40.0 SQYD $ $ 61509-0000

Line A2100 5.0 SQYD $ $ 61509-0000

Line A2120 4 SQYD (CQ) $ $ 61901-0000

Line A2140 35 LNFT $ $ 61901-2300

Line A2160 3,900 LNFT $ $ 61902-2000

Line A2180 1 EACH $ $ 62002-0000

Line A2200 10 SQYD $ $ 62002-1000

Line A2220 205.0 SQYD $ $ 62011-0100

Line A2240 4 EACH $ $ 62011-0300

Line A2260 9 EACH $ $ 62011-0500

Line A2280 22 EACH $ $ 62011-1600

Line A2300 6 EACH $ $ 62011-1800

Line A2320 14 EACH $ $ 62014-0000

Line A2340 ALL LPSM $

MANHOLE, SANITARY SEWER

SIDEWALK, CONCRETE (4-INCH DEPTH)

SIDEWALK, ASPHALT (3-INCH DEPTH)

SIDEWALK, ASPHALT (4-INCH DEPTH)

GATE, METAL, 28 FEET WIDTH

STONE MASONRY

CLASS B MASONRY, ROCK FACE FINISH

STONE MASONRY HEADWALL FOR 12-INCH PIPE CULVERT

STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

MEDIAN, STONE (GRANITE)

ACCESSIBILITY RAMP, CONCRETE

DETECTABLE WARNING PANELS

DETECTABLE WARNING PANELS (ADJUST)

FENCE (REMOVE AND RESET)

FENCE, SPLIT RAIL

STONE MASONRY HEADWALL FOR DOUBLE 18-INCH PIPE CULVERT

STONE MASONRY HEADWALL FOR DOUBLE 24-INCH PIPE CULVERT

SAMPLE WALL

Jeremiah.Rogers Typewritten Text A-11

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

62028-1000 Line A2360 9 EACH $ $

62201-0200 Line A2380 40 HOUR $ $

62201-0450 Line A2400 40 HOUR $ $

62201-0950 Line A2420 40 HOUR $ $

62201-2850 Line A2440 40 HOUR $ $

62201-3400 Line A2460 40 HOUR $ $

62202-1000 Line A2480 ALL LPSM $

62301-0000 Line A2500 40 HOUR $ $

62302-1100 Line A2520 40 HOUR $ $

62303-1000 Line A2540 ALL LPSM $

62407-0000 Line A2560 1,730 CUYD $ $

63301-0000 Line A2580 160 EACH $ $

63301-1000 Line A2600 25 EACH $ $

63304-1200 Line A2620 30.00 SQFT $ $

63306-1700 Line A2640 10 EACH $ $

63308-0000 Line A2660 120 EACH $ $

63309-0000 Line A2680 250 EACH $ $

63309-1000 Line A2700 350 EACH $ $

63313-0000 Line A2720 11,110 LNFT $ $

63316-1000

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

MATERIALS TRANSFER VEHICLE

GENERAL LABOR

SPECIAL LABOR, HIRED SURVEY SERVICES

REMOVE AND RESET STONE MASONRY HEADWALL

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH

OBJECT MARKER

DELINEATOR

DELINEATOR, TYPE SNOWPOLE

RUMBLE STRIP (CENTERLINE)

REMOVE AND RESET SIGN

SPECIAL LABOR, HIRED TECHNICAL SERVICES (ELECTRICAL CONSULTANT)

PLACING CONSERVED TOPSOIL

SIGN SYSTEM

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

SIGNS, ALUMINUM PANELS, TYPE 9 SHEETING

POST, WOOD, 4-INCH X 4-INCH

Jeremiah.Rogers

A-12

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

Line A2740 18 EACH $ $ 63401-0700

Line A2760 101,000 LNFT $ $ 63401-0800

Line A2780 16,000 LNFT $ $ 63405-0050

Line A2800 10 EACH $ $ 63405-0050

Line A2820 5 EACH $ $ 63405-0050

Line A2840 5 EACH $ $ 63405-0050

Line A2860 4 EACH $ $ 63405-0050

Line A2880 2 EACH $ $ 63405-1300

Line A2900 13 EACH $ $ 63405-1350

Line A2920 8 EACH $ $ 63405-1350

Line A2940 5 EACH $ $ 63405-1400

Line A2960 3 EACH $ $ 63405-1500

Line A2980 25 EACH $ $ 63405-1650

Line A3000 25 EACH $ $ 63406-0000

Line A3020 20 EACH $ $ 63502-0600

Line A3040 11 EACH $ $ 63502-0700

Line A3060 580 EACH $ $ 63502-1050

Line A3080 680 EACH $ $ 63502-1300

Line A3100 370 EACH $ $ 63502-1700

Line A3120 90 EACH $ $

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, TURN ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW (MERGE)

PAVEMENT MARKINGS, TYPE D, STRAIGHT/TURN ARROW COMBINATION

PAVEMENT MARKINGS, TYPE D, "STOP" WORD MESSAGE

PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

PAVEMENT MARKINGS, TYPE D, BROKEN

PAVEMENT MARKINGS, SYMBOLS (TYPE D, PED XING)

PAVEMENT MARKINGS, SYMBOLS (TYPE D, YEILD)

PAVEMENT MARKINGS, SYMBOLS (TYPE D, NO PARKING)

PAVEMENT MARKINGS, SYMBOLS (TYPE D, YEILD LINE)

PAVEMENT MARKINGS, SYMBOLS (TYPE D, BUS ONLY)

RAISED PAVEMENT MARKER (TOP OF CURB APPLICATION)

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

Jeremiah.Rogers

A-13

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

63502-2000 Line A3140 9 EACH $ $

63503-0700 Line A3160 47,600 LNFT $ $

63503-1000 Line A3180 12,000 LNFT $ $

63504-1000 Line A3200 1,100.00 SQFT $ $

63506-0500 Line A3220 12,800 HOUR $ $

63506-0600 Line A3240 3,760 HOUR $ $

63601-3000 Line A3260 ALL LPSM $

63602-5000 Line A3280 4 EACH $ $

63610-1600 Line A3300 130 LNFT $ $

63610-1600 Line A3320 560 LNFT $ $

63610-2800 Line A3340 530 LNFT $ $

63621-1000 Line A3360 6 EACH $ $

63621-1000 Line A3380 2 EACH $ $

63621-1000 Line A3400 10 EACH $ $

64502-0000 Line A3420 50 EACH $ $

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK)

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

UTILITY BOX, PULLBOX (24x24x24)

UTILITY BOX, PULLBOX (24x16x12)

LOCATE UTILITIES

SYSTEM INSTALLATION, ELECTRICAL (TRANSFORMER/SWITCH GEAR RELOCATION)

SYSTEM INSTALLATION, CHANGEABLE MESSAGE SIGN (SOLAR RADAR SPEED SIGN)

CONDUIT, 2-INCH, PVC (SCHED 80)

CONDUIT, 2-INCH, PVC

CONDUIT, 4-INCH, PVC

UTILITY BOX, PULLBOX (ELECTRICAL)

Jeremiah.Rogers Typewritten Text A-14

Jeremiah.Rogers Typewritten Text

TOTAL $__________________

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text Schedule A Alternate Bid Item 15401-0000, Contractor Testing (Government furnished lab trailer)* $_________________ *See Page A-5 of this Solicitation for an explanation of how to bid this item.

A-15

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-16

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.

DTFH6816B00014

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.

3.

Corporate

Seal

NAMES(S) &

TITLE(S)

(Typed)

2. 3.

INDIVIDUAL SURETY(IES)

NAME(S)

CORPORATE SURETY(IES)

NAME &

ADDRESS

STATE OF INC. LIABILITY LIMIT

SURETY A

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)

SURETY B

SURETY C

SURETY D

SURETY E

SURETY F

SURETY G

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

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 of employment.

- Amount and type of construction experience.

- Amount and type of highway construction experience, including position, responsibility, and a brief project description of each period of employment.

- Formal education and training, professional or technical registrations or licenses.

B-5

8. a. Contracts in force. (Attach additional sheets if necessary)

Project Name and Contract Numbers

Owner's Name, Address, and

Contact Name and Telephone #

Sc…