6982AF19B000022.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF19B000022

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CO FTNP ROMO 11(4)

PROJECT NAME: BEAVER MEADOWS ROAD

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: http://www.fbo.gov E-mail: CFLContracts@dot.gov mailto:CFLContracts@dot.gov

PROJECT CO FTNP ROMO 11(4)

LOCATION ROCKY MOUNTAIN NATIONAL PARK

COUNTY LARIMER

STATE COLORADO

LENGTH SCHEDULE A: 2.93 MILES

OPTION W: 0.93 MILES

OPTION X: 0.99 MILES

OPTION Y: BEAR LAKE RD SPOT IMPROVEMENTS

TYPE OF IMPROVEMENT ROAD REHABILITATION, DRAINAGE,

AGGREGATE BASE, AND ASPHALT

SURFACING

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-2 Division 150 ................................................................................................................... E-22 Division 200 ................................................................................................................... E-34 Division 300 ................................................................................................................... E-38 Division 400 ................................................................................................................... E-40 Division 500 ................................................................................................................... E-52 Division 600 ................................................................................................................... E-55 Division 700 ................................................................................................................... E-66

APPENDICES

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

Appendix B ..................................................... Sample Small Business Subcontracting Plan

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

A-i

PROJECT OVERVIEW

This project provides 3R rehabilitation treatment for routes to include 4.85 miles of Beaver Meadows roadway within Rocky Mountain National Park. The project will also be lengthening and adding a FAST lane at Beaver Meadows Entrance Station which is approximately 1,400 feet.

The project consists of pulverizing the existing asphalt for additional base, concrete curb, drainage improvements, and repaving with approximately 4” of asphalt. The project will grade side slopes due to additional pavement thickness along shoulders. Pullouts directly adjacent to the roadway will also be treated and repaved as part of the project.

I. PRE-BID INFORMATION

ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Item 8). Submit the following documents with your Bid Package–

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

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

• Bid Schedule including Buy American Act & Hazardous Materials, Pages A-6 through A-31

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

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

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

• HUBZone small business concerns electing to waive the evaluation preference, complete 52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, Section C.

• Completed an applicable Authority to Bind certificate, pages A-25 through A-29 Bidders should retain all other pages for their information. Bids should be submitted in a sealed envelope and include the Contractor’s Name, Solicitation Number and the Project Number/Name.

It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at http://www.fbo.gov and viewed by individual sections, downloaded by individual sections, or the entire plan set downloaded in a zip file. Physical data relevant to this solicitation may also be viewed or downloaded at the above site.

http://www.fbo.gov/

A-ii

This solicitation and subsequent contract are governed by the Federal Acquisition Regulations (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

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

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at http://farsite.hill.af.mil/vffara.htm.

Notice of SAM Registration – you must be registered in the System for Award Management (SAM) prior to submission of a bid in response to this solicitation. Failure to register prior to submission of a bid may require award to the next successful registered offeror. See FAR Subpart

4.1102. Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $39.5 million. If your average annual gross receipts for the past 3 years are above $39.5 million, you are a large business for this solicitation. If they are below $39.5 million you are a small business. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and Certifications. The System for Award Management (SAM) is the Official U.S. Government system that consolidated the capabilities of CCR/FedReg, ORCA, and EPLS. Please include NAICS 237310 in SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

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

• My firm had a qualifying Federal Contract in 2019 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2019 and is therefore exempt from the reporting requirements

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

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

A-iii

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.

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

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

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

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

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

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

http://osdbuweb.dot.gov.

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

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

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON NOVEMBER 21, 2019

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

Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce (email) or facsimile, if such notice is received prior to the time specified for receipt of bids. The Government will not be responsible for ANY failure attributable to the transmission or receipt of electronic commerce (email) or facsimile data.

For all modifications, we STRONGLY ENCOURAGE you to resubmit the entire bid schedule with a unit price and amount for every bid item, and a Schedule Total. See FAR Provision 52.214-5, Submission of Bids. Modifications which make the bid ambiguous, indefinite, or uncertain as to any essential requirement of the contract will cause the bid to be rejected as nonresponsive.

http://osdbuweb.dot.gov/

A-iv

FAX Number to submit modifications to bids for this project is (720) 963-3360

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

II. POST AWARD INFORMATION

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

Subcontracting - FAR Clause 52.219-8, Utilization of Small Business Concerns states that Prime Contractors afford small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns the maximum practicable opportunity to participate in performing contracts let by any Federal agency.

FAR Clause 52.219-9, Small Business Subcontracting Plan, Alternate I, requires that the large business concern who is the successful low bidder on a Federal project with an anticipated award amount exceeding $1.5 million, is required to submit a subcontracting plan prior to contract award.

The subcontracting plan expresses goals in terms of percentages of total planned subcontracting dollars for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of bid opening, that bidder may be ineligible for award of the contract.

Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) http://web.sba.gov/subnet/ so that small businesses can identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of Subcontracting Opportunities, for contractors and subcontractors to post notices and thereby increase competition for subcontracts.

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

See Appendix B for Sample Small Business Subcontracting Plan.

NOTE:

• Consider the following FHWA small business goals in development of Subcontracting plans and efforts:

FHWA Small Business Subcontracting Goals (As of FY 2019) Business Size Goal (%)

SB 48.5%

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

A-v

SDB 5.0%

HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

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

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

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

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF19B000022

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

10/30/2019

PAGE OF

PAGES

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

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

HFLCEO190313PR

6. PROJECT NO.

CO FTNP ROMO 11(4)

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:

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

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

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

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

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

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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

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

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 12/02/19 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

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

Prescribed by GSA

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

X

X

X

X

X

A-1

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

OFFEROR (Must be fully completed by offeror)

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

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

DUNS NO.

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

AMOUNTS SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

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

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

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

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

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

BY

31C. AWARD

DATE

A-2

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

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

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

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

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

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

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to 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 $5 and $7 million.

A-3 mailto:CFLContracts@dot.gov

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and three options.

Before preparing the bid, carefully read the Solicitation Provisions and the following:

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

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

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

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

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

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

Basis for Award

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

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A.

Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 120 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

A-4

Partnering

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

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

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

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-14. Costs of partnering would be in addition to the contract award amount.

Please indicate your desire to participate in a formal partnering meeting on this project.

(___) We would like to participate in a formal partnering meeting.

(___) We do not want to participate in a formal partnering meeting.

A-5

A - 6

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

Bid Schedule

Project No:CO FTNP ROMO 11(4)

Project Name:Beaver Meadows Road

A - 7

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1010 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

1.128 MILE $____________ $____________

A1020 15215-1000 SURVEY AND STAKING, APPROACH ROAD

1 EACH $____________ $____________

A1030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

A1040 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

2.256 MILE $____________ $____________

A1050 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

1.819 MILE $____________ $____________

A1060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A1070 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1090 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

4,200 LNFT $____________ $____________

A1100 15706-0200 SOIL EROSION CONTROL, CHECK DAM

40 EACH $____________ $____________

A1110 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

1 EACH $____________ $____________

A1120 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1130 20101-0000 CLEARING AND GRUBBING

6.5 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A1140 20301-2400 REMOVAL OF SIGN

20 EACH $____________ $____________

A1150 20401-0000 ROADWAY EXCAVATION

1,500 CUYD $____________ $____________

A1160 20402-0000 SUBEXCAVATION

400 CUYD $____________ $____________

A1170 20403-0000 UNCLASSIFIED BORROW

960 CUYD $____________ $____________

A1180 21101-1000 ROADWAY OBLITERATION, METHOD 1

7,220 SQYD $____________ $____________

A1190 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

3 CUYD $____________ $____________

A1200 25126-0000 REMOVE AND RESET BOULDER

105 EACH $____________ $____________

A1210 30201-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED PULVERIZED PAVEMENT)

3,200 CUYD $____________ $____________

A1220 30202-2000 ROADWAY AGGREGATE, METHOD 2

60 TON $____________ $____________

A1230 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

1.838 MILE $____________ $____________

A1250 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

10,750 TON $____________ $____________

A1260 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

107.0 TON $____________ $____________

A1280 40601-0000 FOG SEAL

22.0 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A1290 41101-1000 PRIME COAT, METHOD 1

43.0 TON $____________ $____________

A1300 41105-0000 BLOTTER

190 TON $____________ $____________

A1310 41201-0000 TACK COAT

21.5 TON $____________ $____________

A1320 60201-0600 18-INCH PIPE CULVERT

10 LNFT $____________ $____________

A1330 60501-0000 STANDARD UNDERDRAIN SYSTEM

250 LNFT $____________ $____________

A1340 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

2,550 LNFT $____________ $____________

A1350 60908-1000 PAVED DITCH, ASPHALT

270 SQYD $____________ $____________

A1360 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

1 EACH $____________ $____________

A1370 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1380 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

A1390 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A1400 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

A1410 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A1420 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1430 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A1440 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A1450 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1460 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

7,400 SQYD $____________ $____________

A1470 62510-2000 SEEDING, HYDRAULIC METHOD

7.3 ACRE $____________ $____________

A1480 62515-2000 MULCHING, HYDRAULIC METHOD

7.3 ACRE $____________ $____________

A1490 63301-0000 SIGN SYSTEM

25 EACH $____________ $____________

A1500 63309-0000 DELINEATOR

97 EACH $____________ $____________

A1510 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

A1520 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

200 LNFT $____________ $____________

A1530 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

24.0 MILE $____________ $____________

A1540 63405-0050 PAVEMENT MARKINGS, SYMBOLS

17 EACH $____________ $____________

A1550 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1560 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

A1570 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

100 EACH $____________ $____________

A1580 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

200 EACH $____________ $____________

A1590 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

100 EACH $____________ $____________

A1600 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

A1610 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

218 SQFT $____________ $____________

A1620 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

5.9 MILE $____________ $____________

A1630 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,800 HOUR $____________ $____________

A1640 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

720 HOUR $____________ $____________

A1650 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

4 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

W1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

W1010 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.603 MILE $____________ $____________

W1020 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

2 EACH $____________ $____________

W1030 15215-7000 SURVEY AND STAKING, PARKING AREA (ENTRANCE STATION)

1 EACH $____________ $____________

W1040 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

1.206 MILE $____________ $____________

W1050 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

0.228 MILE $____________ $____________

W1060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

W1070 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

W1080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

W1090 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

3,340 LNFT $____________ $____________

W1100 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

3 EACH $____________ $____________

W1110 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

W1120 20101-0000 CLEARING AND GRUBBING

2.5 ACRE $____________ $____________

W1130 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 13

W1140 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

W1150 20301-2000 REMOVAL OF PIPE END SECTION

3 EACH $____________ $____________

W1160 20301-2400 REMOVAL OF SIGN

20 EACH $____________ $____________

W1170 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

1,550 LNFT $____________ $____________

W1180 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

85 SQYD $____________ $____________

W1190 20401-0000 ROADWAY EXCAVATION

1,200 CUYD $____________ $____________

W1200 20402-0000 SUBEXCAVATION

100 CUYD $____________ $____________

W1210 21101-1000 ROADWAY OBLITERATION, METHOD 1

1,800 SQYD $____________ $____________

W1220 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

10 CUYD $____________ $____________

W1230 30201-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED PULVERIZED PAVEMENT)

1,550 CUYD $____________ $____________

W1240 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,500 TON $____________ $____________

W1250 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

0.534 MILE $____________ $____________

W1260 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

4,350 TON $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 14

W1280 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

44.0 TON $____________ $____________

W1300 40601-0000 FOG SEAL

8.0 TON $____________ $____________

W1310 41101-1000 PRIME COAT, METHOD 1

16.0 TON $____________ $____________

W1320 41105-0000 BLOTTER

75 TON $____________ $____________

W1330 41201-0000 TACK COAT

9.0 TON $____________ $____________

W1340 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

1,600 SQYD $____________ $____________

W1350 60201-0800 24-INCH PIPE CULVERT

100 LNFT $____________ $____________

W1360 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

W1370 60404-1000 CATCH BASIN, FLH TYPE 1

2 EACH $____________ $____________

W1380 60409-0200 INLET TOP, METAL FRAME AND GRATE, FLH TYPE B

2 EACH $____________ $____________

W1390 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

1,500 LNFT $____________ $____________

W1400 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

3,050 LNFT $____________ $____________

W1410 60908-1000 PAVED DITCH, ASPHALT

670 SQYD $____________ $____________

W1420 61501-0200 SIDEWALK, COLORED CONCRETE

85 SQYD $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 15

W1430 61504-1000 ACCESSIBILITY RAMP, CONCRETE

6 SQYD $____________ $____________

W1440 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

2,424 SQYD $____________ $____________

W1450 62510-2000 SEEDING, HYDRAULIC METHOD

2.4 ACRE $____________ $____________

W1460 62515-2000 MULCHING, HYDRAULIC METHOD

2.4 ACRE $____________ $____________

W1470 63301-0000 SIGN SYSTEM

23 EACH $____________ $____________

W1480 63309-0000 DELINEATOR

31 EACH $____________ $____________

W1490 63316-1000 REMOVE AND RESET SIGN

3 EACH $____________ $____________

W1500 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

1,700 LNFT $____________ $____________

W1510 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

9.5 MILE $____________ $____________

W1520 63405-0050 PAVEMENT MARKINGS, SYMBOLS

1 EACH $____________ $____________

W1530 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

W1540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

54 SQFT $____________ $____________

W1550 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

1.9 MILE $____________ $____________

W1560 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

600 HOUR $____________ $____________

Bid Schedule Schedule:W Schedule Type:Options

A - 16

W1570 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

240 HOUR $____________ $____________

W1580 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:W Schedule Type:Options

A - 17

X1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X1010 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.144 MILE $____________ $____________

X1020 15215-1000 SURVEY AND STAKING, APPROACH ROAD

2 EACH $____________ $____________

X1030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

1 EACH $____________ $____________

X1040 15215-7000 SURVEY AND STAKING, PARKING AREA (ENTRANCE SIGN PULLOFF)

1 EACH $____________ $____________

X1050 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.288 MILE $____________ $____________

X1060 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL

0.842 MILE $____________ $____________

X1070 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X1080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X1090 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X1100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

150 LNFT $____________ $____________

X1110 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

1 EACH $____________ $____________

X1120 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X1130 20101-0000 CLEARING AND GRUBBING

1.2 ACRE $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 18

X1140 20301-1900 REMOVAL OF PIPE CULVERT

1 EACH $____________ $____________

X1150 20301-2000 REMOVAL OF PIPE END SECTION

2 EACH $____________ $____________

X1160 20301-2400 REMOVAL OF SIGN

20 EACH $____________ $____________

X1170 20401-0000 ROADWAY EXCAVATION

100 CUYD $____________ $____________

X1180 20402-0000 SUBEXCAVATION

100 CUYD $____________ $____________

X1190 20403-0000 UNCLASSIFIED BORROW

1,100 CUYD $____________ $____________

X1200 20425-1000 DITCH, EXCAVATION

100 LNFT $____________ $____________

X1210 21101-1000 ROADWAY OBLITERATION, METHOD 1

1,670 SQYD $____________ $____________

X1220 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

5 CUYD $____________ $____________

X1230 25125-0000 BOULDER

100 EACH $____________ $____________

X1240 30201-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED PULVERIZED PAVEMENT)

540 CUYD $____________ $____________

X1250 30202-2000 ROADWAY AGGREGATE, METHOD 2

24 TON $____________ $____________

X1260 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

0.861 MILE $____________ $____________

X1270 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

5,200 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 19

X1290 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

53.0 TON $____________ $____________

X1310 40601-0000 FOG SEAL

11.0 TON $____________ $____________

X1320 41101-1000 PRIME COAT, METHOD 1

22.0 TON $____________ $____________

X1330 41105-0000 BLOTTER

100 TON $____________ $____________

X1340 41201-0000 TACK COAT

11.0 TON $____________ $____________

X1350 60201-0800 24-INCH PIPE CULVERT

50 LNFT $____________ $____________

X1360 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

X1370 60901-1200 CURB, CONCRETE, 14-INCH DEPTH (MOUNTABLE)

270 LNFT $____________ $____________

X1380 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

1,200 LNFT $____________ $____________

X1390 60908-1000 PAVED DITCH, ASPHALT

1,250 SQYD $____________ $____________

X1400 61501-0200 SIDEWALK, COLORED CONCRETE

350 SQYD $____________ $____________

X1410 61502-1000 DRIVE PAD, CONCRETE

120 SQYD $____________ $____________

X1420 61504-1000 ACCESSIBILITY RAMP, CONCRETE

5 SQYD $____________ $____________

X1430 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

1,780 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 20

X1440 62510-2000 SEEDING, HYDRAULIC METHOD

2.5 ACRE $____________ $____________

X1450 62515-2000 MULCHING, HYDRAULIC METHOD

2.5 ACRE $____________ $____________

X1460 63301-0000 SIGN SYSTEM

21 EACH $____________ $____________

X1470 63309-0000 DELINEATOR

33 EACH $____________ $____________

X1480 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

X1490 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

350 LNFT $____________ $____________

X1500 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

9.8 MILE $____________ $____________

X1510 63405-0050 PAVEMENT MARKINGS, SYMBOLS

27 EACH $____________ $____________

X1520 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

X1530 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

99 SQFT $____________ $____________

X1540 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

2.0 MILE $____________ $____________

X1550 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

600 HOUR $____________ $____________

X1560 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

240 HOUR $____________ $____________

X1570 63610-1600 CONDUIT, 2-INCH, PVC

45 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 21

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

A - 22

Y1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y1010 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y1030 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y1040 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

120 LNFT $____________ $____________

Y1050 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

35 SQYD $____________ $____________

Y1060 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

650 SQYD $____________ $____________

Y1070 60501-0000 STANDARD UNDERDRAIN SYSTEM

160 LNFT $____________ $____________

Y1080 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (MOUNTABLE COLORED)

80 LNFT $____________ $____________

Y1090 60902-2500 CURB AND GUTTER, EXPOSED AGGREGATE, 12-INCH DEPTH

70 LNFT $____________ $____________

Y1100 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

0.25 MILE $____________ $____________

Y1110 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Y1120 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

Y1130 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

100 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 23

Y1140 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

Y1150 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

400 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 24

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 11)

Schedule W - Option(A - 16)

Schedule X - Option(A - 21)

Schedule Y - Option(A - 23)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

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

Corporate Certificate

I, (name), certify that I am the

(title), of the corporation named as the

Offeror/Principal herein;

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

(title) of this corporation;

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

(signature) Affix Corporate Seal

(title)

A-25

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

Limited Liability Certificate

I, (name), certify that I am the

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

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

(title) of this company;

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

(signature) Affix Company Seal (as applicable)

(title)

A-26

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

Authority to Bind Partnership

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

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

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

Officer.

(Include names and signatures of all partners)

A-27

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

Authority to Bind Joint Venture

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

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

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

Officer.

(Include names and signatures of all applicable individuals)

A-28

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

Sole Proprietorship Requirement

An Offeror/Principal that is a sole proprietorship must submit an offer/bid and a bond signed by the sole proprietor, or by one duly authorized to sign for the sole proprietor. If the signature is by someone other than the sole proprietor, a copy of the power of attorney authorizing the individual to sign must be provided with the offer/bid.

A-29

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

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

NOTE TO CONTRACTOR:

The following information and any applicable supporting data is required for evaluation of requests under FAR Clause 52.225-9 Paragraph (c) & (d) and FAR Provision 52.225-10 Paragraph (b).

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

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

Foreign Construction Material

Comparable Domestic Material

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

A-30

HAZARDOUS MATERIALS

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the FAR clause and defined under the latest version of Federal Standard No. 313.

Hazardous Material Identification Number

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.