DTFH6815B00012.pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH6815B00012

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CO ER 94/81/106(1)

PROJECT NAME: BOULDER COUNTY LEFTHAND CANYON DRIVE

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

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: www.fbo.gov e-mail: CFLContracts@dot.gov

PROJECT CO ER 94/81/106(1)

BOULDER COUNTY LEFTHAND CANYON

DRIVE

LENGTH Schedule A: 2.94 Miles Option X: 1.40 Miles Option Y: 1.97 Miles Option Z: 4.13 Miles

LOCATION ARAPAHO & ROOSEVELT NATIONAL

FORESTS

COUNTY BOULDER COUNTY

STATE COLORADO

TABLE OF CONTENTS

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

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

Basis for Award & Bid Schedule Instructions ..................................................................... A-4

Bid Schedule ........................................................................................................................ A-5

Solicitation Provisions ...........................................................................................................B-1

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

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

Division 100 ........................................................................................................................... E-1 Division 150 ......................................................................................................................... E-22 Division 200 ......................................................................................................................... E-30 Division 300 ......................................................................................................................... E-44 Division 400 ......................................................................................................................... E-45 Division 500 ......................................................................................................................... E-48 Division 600 ......................................................................................................................... E-53 Division 700 ......................................................................................................................... E-60

APPENDICES

Appendix A ..................................................... Sample Small Business Subcontracting Plan

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

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NOTE TO LARGE BUSINESSES:

Due to the compressed schedule for award of this project following the bid opening, large businesses are required to submit their completed small business subcontracting plan with their bid.

Failure to submit a subcontracting plan may deem your bid non-responsive.

• A sample of a subcontracting plan is included as Appendix A in this solicitation.

• Prior to development of this subcontracting plan, please read FAR Clause 52.219-

9 – Small Business Subcontracting Plan (APR 2008).

• It is the Prime Contractor’s responsibility to ensure that all small business concerns included in this subcontracting plan are eligible. The System for Award Management (SAM) is the only source for certification of Small Disadvantaged Business and HUBZone Small Business concerns.

• Prime Contractors are encouraged to post sources sought notices for subcontracting opportunities on http://web.sba.gov/subnet/ Small businesses can review this web site to 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.

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). Please submit the following with your bid:

Submit the following documents with your Bid Package–

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

• Bid Schedule including Buy America Act & Hazardous Materials, Pages A-5 through A-25.

• 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 VETS 100, Page A-ii; Bidder’s Qualifications, Pages B-3 through B-6; Annual Representations and Certifications (FAR 52.204-8), Pages B-7 through B-12 and Certification Regarding Responsibility Matters (FAR 52.209-5), Pages B-12 through B-15.

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.

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

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I. PRE-BID INFORMATION

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

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

The FP-14 was utilized for the design of this project. Hard copies of the FP-14 will not be provided to bidders. The FP-14 is available electronically at http://flh.fhwa.dot.gov/resources/specs/ or may be purchased here http://bookstore.gpo.gov/products/sku/050-001-00346-5. Limited numbers of hard copies of the FP-14 will 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/.

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©. 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 2014 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2014 and is therefore exempt from the reporting requirements http://www.fbo.gov/ http://flh.fhwa.dot.gov/resources/specs/ http://flh.fhwa.dot.gov/other/exit.htm?link=http://bookstore.gpo.gov/products/sku/050-001-00346-5 https://www.acquisition.gov/far/ http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

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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.

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

102.03 of the FP-14.

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.

The Contractor is fully responsible to verify that all data is correct when an offer is submitted.

Failure to properly update your data may cause the offer to be rejected.

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

A NON-MANTATORY SITE VISIT IS SCHEDULED FOR OCTOBER 6, 2015. SEE

PROVISION 52.236-27 SITE VISIT (CONSTRUCTION) FOR DETAILS.

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON OCTOBER 14, 2015

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

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Modifications to Bids - Bids may be modified or withdrawn by facsimile or telegraphic notice, 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 telegraphic 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

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 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.

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. If the apparent successful low bidder fails to submit an acceptable subcontracting plan with their bid package, that bidder may be ineligible for award of the contract.

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

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).

http://www.cflhd.gov/contracting/construction/ReferenceLinks.cfm http://web.sba.gov/subnet/ http://www.sam.gov/

A-v

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

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6815B00012

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

9/22/2015

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

CFL15HFPM324

6. PROJECT NO.

CO ER 94/81/106(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

ATTN: Joe Wilson

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 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:

CONSTRUCTION OF CO ER 94/81/106(1) BOULDER COUNTY LEFTHAND CANYON DRIVE, 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

7. SMALL BUSINESS 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. Denver local time on 10/21/2015 . 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

X

A-2

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

GPO: 1985 0 - 469-796 STANDARD FORM 1442 BACK (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 ITEM 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)(5)

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 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 facsimile to 720-963-3360.

FOR PHYSICAL DATA: The following data is available electronically at www.fbo.gov .

• Final Geotechnical Report (August 2015)

• Pavement and Materials Report (August 2015)

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.

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO ACKNOWLEDGE

AMENDMENTS 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 project work is between $20,000,000 and $25,000,000.

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: Before preparing the bid, carefully read the Solicitation Provisions.

This Invitation for Bid is comprised of one schedule and three options.

• 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 line provided at the end of each Schedule/Option and the summary page at the end of the bid schedule.

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 X, Option Y and Option Z. 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 - 5

Contract Quantity Pay Items

20435-2500 BACKFILL, PERMEABLE

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-3400 PRECAST, PRESTRESSED CONCRETE BOX BEAM

55401-1000 REINFORCING STEEL

55601-0900 BRIDGE RAILING, STEEL

55901-0000 MEMBRANE WATERPROOFING

56401-1000 BEARING DEVICE, ELASTOMERIC

61707-0000 STRUCTURE TRANSITION RAILING

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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0120 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

2.940 MILE $____________ $____________

A0140 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

A0160 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

5.880 MILE $____________ $____________

A0180 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0220 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0240 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,500 LNFT $____________ $____________

A0260 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

5,000 LNFT $____________ $____________

A0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO ER 94/81/106(1)

Project Name:Boulder Cty Lefthand Canyon Dr

A - 6

A0300 20101-0000 CLEARING AND GRUBBING

35.6 ACRE $____________ $____________

A0320 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A0340 20401-0000 ROADWAY EXCAVATION

126,500 CUYD $____________ $____________

A0360 20435-2500 BACKFILL, PERMEABLE

615 CUYD $____________ $____________

A0380 20801-0000 STRUCTURE EXCAVATION

1,495 CUYD $____________ $____________

A0400 25110-2800 GROUTED RIPRAP, METHOD B, CLASS 8

20,000 CUYD $____________ $____________

A0420 25110-2800 GROUTED RIPRAP, METHOD B, CLASS 8 (Bridge Foundation)

410 CUYD $____________ $____________

A0440 25210-0000 ROCKERY

250 SQFT $____________ $____________

A0460 26001-0000 ROCK BOLT

500 LNFT $____________ $____________

A0480 30101-0000 AGGREGATE BASE

21,500 TON $____________ $____________

A0520 30401-5700 FULL DEPTH RECLAMATION, METHOD 2, 10-INCH DEPTH

3.200 MILE $____________ $____________

A0540 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

13,500 TON $____________ $____________

A0580 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

150 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 7

A0620 41101-1000 PRIME COAT, METHOD 1

100 TON $____________ $____________

A0640 41201-0000 TACK COAT

30 TON $____________ $____________

A0660 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

302 CUYD $____________ $____________

A0680 55302-3400 PRECAST, PRESTRESSED CONCRETE BOX BEAM

714 LNFT $____________ $____________

A0700 55401-1000 REINFORCING STEEL

38,800 LB $____________ $____________

A0720 55601-0900 BRIDGE RAILING, STEEL

251 LNFT $____________ $____________

A0740 55901-0000 MEMBRANE WATERPROOFING

396 SQYD $____________ $____________

A0760 56401-1000 BEARING DEVICE, ELASTOMERIC

52 EACH $____________ $____________

A0780 60101-0000 CONCRETE

15 CUYD $____________ $____________

A0800 60201-0800 24-INCH PIPE CULVERT

1,000 LNFT $____________ $____________

A0820 60201-1000 36-INCH PIPE CULVERT

400 LNFT $____________ $____________

A0840 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

10 EACH $____________ $____________

A0860 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

5 EACH $____________ $____________

A0880 60220-2950 10 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT (Extension)

20 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A0900 60404-0000 CATCH BASIN

5 EACH $____________ $____________

A0920 60409-0000 INLET TOP, METAL FRAME AND GRATE

5 EACH $____________ $____________

A0940 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

2,200 LNFT $____________ $____________

A0960 61702-0800 TERMINAL SECTION TYPE TANGENT

16 EACH $____________ $____________

A0980 61707-0000 STRUCTURE TRANSITION RAILING

200 LNFT $____________ $____________

A1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

100 HOUR $____________ $____________

A1020 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

100 HOUR $____________ $____________

A1040 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

100 HOUR $____________ $____________

A1060 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER

100 HOUR $____________ $____________

A1080 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

100 HOUR $____________ $____________

A1100 62201-3000 HYDRAULIC EXCAVATOR

500 HOUR $____________ $____________

A1120 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

A1140 62302-0100 SPECIAL LABOR, SLOPE SCALING

80 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A1160 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A1180 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

100 HOUR $____________ $____________

A1200 62510-2000 SEEDING, HYDRAULIC METHOD

7.1 ACRE $____________ $____________

A1220 62515-2000 MULCHING, HYDRAULIC METHOD

7.1 ACRE $____________ $____________

A1240 63301-0000 SIGN SYSTEM

50 EACH $____________ $____________

A1260 63309-0000 DELINEATOR

1,500 EACH $____________ $____________

A1280 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

65,000 LNFT $____________ $____________

A1300 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A1320 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

500 EACH $____________ $____________

A1340 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

250 EACH $____________ $____________

A1360 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

12 EACH $____________ $____________

A1380 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

2 EACH $____________ $____________

A1400 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

200 LNFT $____________ $____________

A1420 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

2,000 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A1440 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

4,000 LNFT $____________ $____________

A1460 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,000 SQFT $____________ $____________

A1480 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

7,500 HOUR $____________ $____________

A1500 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

2,500 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

20435-2500 BACKFILL, PERMEABLE

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-3400 PRECAST, PRESTRESSED CONCRETE BOX BEAM

55401-1000 REINFORCING STEEL

55601-0900 BRIDGE RAILING, STEEL

55901-0000 MEMBRANE WATERPROOFING

56401-1000 BEARING DEVICE, ELASTOMERIC

61707-0000 STRUCTURE TRANSITION RAILING

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

X0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0120 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

1.400 MILE $____________ $____________

X0140 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

X0160 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

2.800 MILE $____________ $____________

X0180 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0220 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0240 15705-0100 SOIL EROSION CONTROL, SILT FENCE

1,000 LNFT $____________ $____________

X0260 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,500 LNFT $____________ $____________

X0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 12

X0300 20101-0000 CLEARING AND GRUBBING

17.0 ACRE $____________ $____________

X0320 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

X0340 20401-0000 ROADWAY EXCAVATION

12,500 CUYD $____________ $____________

X0360 20435-2500 BACKFILL, PERMEABLE

330 CUYD $____________ $____________

X0380 20801-0000 STRUCTURE EXCAVATION

550 CUYD $____________ $____________

X0400 25110-2800 GROUTED RIPRAP, METHOD B, CLASS 8

5,100 CUYD $____________ $____________

X0440 30101-0000 AGGREGATE BASE

10,500 TON $____________ $____________

X0460 30401-5700 FULL DEPTH RECLAMATION, METHOD 2, 10-INCH DEPTH

1.600 MILE $____________ $____________

X0480 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

6,500 TON $____________ $____________

X0520 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

100 TON $____________ $____________

X0560 41101-1000 PRIME COAT, METHOD 1

50 TON $____________ $____________

X0580 41201-0000 TACK COAT

15 TON $____________ $____________

X0600 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

164 CUYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 13

X0620 55302-3400 PRECAST, PRESTRESSED CONCRETE BOX BEAM

512 LNFT $____________ $____________

X0640 55401-1000 REINFORCING STEEL

21,500 LB $____________ $____________

X0660 55601-0900 BRIDGE RAILING, STEEL

163 LNFT $____________ $____________

X0680 55901-0000 MEMBRANE WATERPROOFING

284 SQYD $____________ $____________

X0700 56401-1000 BEARING DEVICE, ELASTOMERIC

28 EACH $____________ $____________

X0720 60101-0000 CONCRETE

51 CUYD $____________ $____________

X0740 60201-0800 24-INCH PIPE CULVERT

500 LNFT $____________ $____________

X0760 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

8 EACH $____________ $____________

X0780 60220-3000 10 FEET SPAN, 5 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

65 LNFT $____________ $____________

X0800 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

400 LNFT $____________ $____________

X0820 61702-0800 TERMINAL SECTION TYPE TANGENT

6 EACH $____________ $____________

X0840 61707-0000 STRUCTURE TRANSITION RAILING

100 LNFT $____________ $____________

X0860 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 14

X0880 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

X0900 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

X0920 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

X0940 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

X0960 62201-3000 HYDRAULIC EXCAVATOR

200 HOUR $____________ $____________

X0980 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

X1000 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

X1020 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

X1040 62510-2000 SEEDING, HYDRAULIC METHOD

3.4 ACRE $____________ $____________

X1060 62515-2000 MULCHING, HYDRAULIC METHOD

3.4 ACRE $____________ $____________

X1080 63301-0000 SIGN SYSTEM

20 EACH $____________ $____________

X1100 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

30,000 LNFT $____________ $____________

X1120 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 15

X1140 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

300 EACH $____________ $____________

X1160 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

X1180 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

X1200 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

100 LNFT $____________ $____________

X1220 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

500 LNFT $____________ $____________

X1240 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

1,000 LNFT $____________ $____________

X1260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

250 SQFT $____________ $____________

X1280 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,000 HOUR $____________ $____________

X1300 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,250 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

A - 16

20435-2500 BACKFILL, PERMEABLE

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-3400 PRECAST, PRESTRESSED CONCRETE BOX BEAM

55401-1000 REINFORCING STEEL

55601-0900 BRIDGE RAILING, STEEL

55901-0000 MEMBRANE WATERPROOFING

56401-1000 BEARING DEVICE, ELASTOMERIC

61707-0000 STRUCTURE TRANSITION RAILING

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

Y0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0120 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

1.970 MILE $____________ $____________

Y0140 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

Y0160 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

3.940 MILE $____________ $____________

Y0180 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0220 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0240 15705-0100 SOIL EROSION CONTROL, SILT FENCE

1,000 LNFT $____________ $____________

Y0260 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,500 LNFT $____________ $____________

Y0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 17

Y0300 20101-0000 CLEARING AND GRUBBING

24.6 ACRE $____________ $____________

Y0320 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

Y0340 20401-0000 ROADWAY EXCAVATION

8,500 CUYD $____________ $____________

Y0360 20435-2500 BACKFILL, PERMEABLE

270 CUYD $____________ $____________

Y0380 20801-0000 STRUCTURE EXCAVATION

560 CUYD $____________ $____________

Y0400 25110-2800 GROUTED RIPRAP, METHOD B, CLASS 8

14,000 CUYD $____________ $____________

Y0440 30101-0000 AGGREGATE BASE

11,500 TON $____________ $____________

Y0460 30401-5700 FULL DEPTH RECLAMATION, METHOD 2, 10-INCH DEPTH

2.200 MILE $____________ $____________

Y0480 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

7,000 TON $____________ $____________

Y0520 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

100 TON $____________ $____________

Y0560 41101-1000 PRIME COAT, METHOD 1

50 TON $____________ $____________

Y0580 41201-0000 TACK COAT

15 TON $____________ $____________

Y0600 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

133 CUYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 18

Y0620 55302-3400 PRECAST, PRESTRESSED CONCRETE BOX BEAM

358 LNFT $____________ $____________

Y0640 55401-1000 REINFORCING STEEL

17,100 LB $____________ $____________

Y0660 55601-0900 BRIDGE RAILING, STEEL

138 LNFT $____________ $____________

Y0680 55901-0000 MEMBRANE WATERPROOFING

199 SQYD $____________ $____________

Y0700 56401-1000 BEARING DEVICE, ELASTOMERIC

24 EACH $____________ $____________

Y0720 60101-0000 CONCRETE

16 CUYD $____________ $____________

Y0740 60201-0800 24-INCH PIPE CULVERT

500 LNFT $____________ $____________

Y0760 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

8 EACH $____________ $____________

Y0780 60220-4050 12 FEET SPAN, 8 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

50 LNFT $____________ $____________

Y0800 61702-0800 TERMINAL SECTION TYPE TANGENT

4 EACH $____________ $____________

Y0820 61707-0000 STRUCTURE TRANSITION RAILING

100 LNFT $____________ $____________

Y0840 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

Y0860 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 19

Y0880 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

Y0900 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

Y0920 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

Y0940 62201-3000 HYDRAULIC EXCAVATOR

200 HOUR $____________ $____________

Y0960 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

Y0980 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

Y1000 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

Y1020 62510-2000 SEEDING, HYDRAULIC METHOD

4.9 ACRE $____________ $____________

Y1040 62515-2000 MULCHING, HYDRAULIC METHOD

4.9 ACRE $____________ $____________

Y1060 63301-0000 SIGN SYSTEM

20 EACH $____________ $____________

Y1080 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

45,000 LNFT $____________ $____________

Y1100 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Y1120 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

300 EACH $____________ $____________

Y1140 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 20

Y1160 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

Y1180 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

100 LNFT $____________ $____________

Y1200 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

500 LNFT $____________ $____________

Y1220 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

1,000 LNFT $____________ $____________

Y1240 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

250 SQFT $____________ $____________

Y1260 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,000 HOUR $____________ $____________

Y1280 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,250 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

A - 21

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

Z1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Z1020 15210-3000 CENTERLINE, VERIFICATION AND STAKING

4.130 MILE $____________ $____________

Z1040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Z1060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Z1080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Z1100 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

8,000 TON $____________ $____________

Z1160 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

67,000 SQYD $____________ $____________

Z1180 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

88,000 LNFT $____________ $____________

Z1200 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

200 EACH $____________ $____________

Z1220 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

200 EACH $____________ $____________

Z1240 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

200 SQFT $____________ $____________

Z1260 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

500 HOUR $____________ $____________

Z1280 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

160 HOUR $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

A - 22

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Z Schedule Type:Options

A - 23

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 5)

Schedule X - Option(A - 11)

Schedule Y - Option(A - 16)

Schedule Z - Option(A - 21)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

A-24

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

It is understood and agreed that the materials and components listed in Subpart 25.1 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-25

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.

DTFH6815B00012

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…