13-B-00015_YOSE_17(3)_Tioga_Road_Pass.pdf

INVITATION FOR BID

SOLICITATION NUMBER: DTFH68-13-B-00015

PROJECT NUMBER: CA FTNP YOSE 17(3)

PROJECT NAME: TIOGA PASS ROAD

BID OPENING DATE:

See Page A-1, Block 13A

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

Federal Highway Projects, FP-03 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

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

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

PROJECT CA FTNP YOSE 17(3)

LOCATION YOSEMITE NATIONAL PARK

COUNTY MARIPOSA AND TUOLUMNE

STATE CALIFORNIA

LENGTH SCHEDULE A: 12.78 MILES

SCHEDULE B: 15 MILES

TYPE OF IMPROVEMENT PULVERIZING, HOT ASPHALT CONRETE

PAVING, DAINAGE AND BRIDGE

REHABILITATION

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-6

Solicitation Provisions .....................................................................................................B-7

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

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

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-39 Division 200 ................................................................................................................... E-68 Division 300 ................................................................................................................... E-84 Division 400 ................................................................................................................... E-89 Division 500 ................................................................................................................. E-118 Division 600 ................................................................................................................. E-135 Division 700 ................................................................................................................. E-162

APPENDICES

Appendix A ....................................................................Water Quality Report (401 Permit)

Appendix B .............................................................................................. Pavements Report

Appendix C...............................................................................................................FONSI

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

A-i

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

Submit the following documents with your Bid Package–

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

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

Bid Schedule including Buy America Act & Hazardous Materials, Pages A-6 through A-27

Bid Guarantee (see FAR Clause 52.228-1), Pages B-1 and B-2.

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

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

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

I. PRE-BID INFORMATION

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

This solicitation and subsequent contract are governed by the Federal Acquisition Regulations (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 US Customary Units (FP-03).

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

A-ii 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 $33.5 million. If your average annual gross receipts for the past 3 years are above $33.5 million, you are a large business for this solicitation. If they are below $33.5 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 2013 and has complied with the reporting requirements.

My firm did not have a qualifying Federal Contract in 2013 and is therefore exempt from the reporting requirements

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

HUBZone small business concerns.

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

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

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

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

102.03 of the FP-03.

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

A-iii

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 Block 9 on Page A-3).

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON MARCH 12, 2014

NO SITE VISIT WILL BE HELD. CENTRAL FEDERAL LANDS WILL PROVIDE TWO

DISKS TO ALL PRIME VENDORS UPON REQUEST. THE DISKS CONTAIN A VIDEO

OF THE ROAD SHOWING TERRAIN. THE REQUEST FOR DISKS MUST BE MADE

BY MARCH 12, 2014. DISCS ARE FOR INFORMATIONAL PURPOSES ONLY. THE

INFORMATION CONTAINED IN THE DISK MAY BE ONE (1) YEAR OLD. VENDORS

SHALL REFER TO THE PLANS AND SPECIFICATIONS FOR ACCURATE

INFORMATION

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 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 http://osdbuweb.dot.gov/ http://www.fbo.gov/

A-iv 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. If the apparent successful low bidder fails to submit an acceptable subcontracting plan acceptable to the CO within 7 days of bid opening, that bidder may be ineligible for award of the contract.

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

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

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

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

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://www.cflhd.gov/contracting/construction/ReferenceLinks.cfm http://web.sba.gov/subnet/ http://www.ccr.gov/ http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH68-13-B-00015

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

02/13/2014

PAGE OF

PAGES

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

CA FTNP YOSE 17(3)

7. ISSUED BY:

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

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

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

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

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

PROJECTS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-03 for governing order of precedence

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

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on 3/19/14 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

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

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

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

Prescribed by GSA FAR (48 CFR) 53-236-1(e)

X

A-2

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

OFFEROR (Must be fully completed by offeror)

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

15. TELEPHONE NO. (Include area code)

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

DUNS NO.

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

AMOUNTS

SEE INDIVIDUAL BID SCHEDULE(S)

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED

TO SIGN OFFER (Type or print)

20B. SIGNATURE

20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 27

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE:

27. PAYMENT WILL BE MADE BY

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

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

No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

A-3

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

Item 9: FOR GENERAL INFORMATION: Call 720-963-3090 or e-mail us at

CFLContracts@dot.gov.

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

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

N/A

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

Item 12A: PERFORMANCE AND PAYMENT BONDS: See FAR Clause 52.228-15

Performance and Payment Bonds-Construction (Clauses begin on Page C-1) and Subsection 102.06 of the FP-03.

Item 13B: BID BOND AMOUNT: See FAR Provision 52.228-1 Bid Guarantee

(Provisions begin on Page B-1) and Subsection 102.03 Bid Guarantee of the

FP-03.

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION

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

Item 24: SUBMITTING INVOICES: See Subsection 109.08 Progress Payments of the

FP-03.

ESTIMATED

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

http://www.fbo.gov/

A-4

Bid Schedule Instructions

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

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

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

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

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

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

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

Pay Item 15401-0000 Contractor testing - Bidders must provide prices on alternative Contractor Testing pay items for EACH SCHEDULE.

Bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory for each schedule. The price for this item will be included in the Construction Cost Total for each schedule and all totals on the Bid Summary, page A-15 and A-25, therefore, included in the evaluation for award.

Bidders must also provide a stand alone price on the last page of each schedule for the alternative item, Contractor Testing using a Government-furnished field laboratory. This price will not be factored into the evaluation for award.

The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.

Evaluation Factors for Award

To be eligible for award of contract, the offeror shall submit prices for each item necessary to complete all contract work in Schedule A and Schedule B.

A-5

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

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

PARTNERING

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

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

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

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

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

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

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

A - 6

Contract Quantity Pay Items

55901-0000 MEMBRANE WATERPROOFING

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

A0001 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0011 15210-3000 CENTERLINE, VERIFICATION AND STAKING

674.940 STA $____________ $____________

A0021 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0031 15215-1000 SURVEY AND STAKING, APPROACH ROAD

1 EACH $____________ $____________

A0041 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

9 EACH $____________ $____________

A0051 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

A0061 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0071 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0081 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0091 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,000 LNFT $____________ $____________

A0101 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

4,200 LNFT $____________ $____________

A0111 15706-0200 SOIL EROSION CONTROL, CHECK DAM

320 EACH $____________ $____________

A0121 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION (HEADWALL/END SECTION)

120 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 17(3)

Project Name:Tioga Pass Road

A - 7

A0131 15706-1200 SOIL EROSION CONTROL, INLET PROTECTION TYPE B

20 EACH $____________ $____________

A0141 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

6 EACH $____________ $____________

A0151 15801-0000 WATERING FOR DUST CONTROL

1,800 MGAL $____________ $____________

A0161 20104-0000 CLEARING (FLUSH CUT)

20.0 ACRE $____________ $____________

A0171 20201-0000 SELECTIVE CLEARING (FLUSH CUT AND PRUNING)

7.0 ACRE $____________ $____________

A0181 20205-0000 SELECTIVE CLEARING AND GRUBBING

1.2 ACRE $____________ $____________

A0191 20220-1000 REMOVAL, INDIVIDUAL TREE

80 EACH $____________ $____________

A0201 20301-0700 REMOVAL OF DELINEATOR (OR SNOW POLE)

600 EACH $____________ $____________

A0211 20301-1100 REMOVAL OF GATE

4 EACH $____________ $____________

A0221 20301-2100 REMOVAL OF RESTROOM FACILITY (INCLUDING VAULTS)

1 EACH $____________ $____________

A0231 20301-2400 REMOVAL OF SIGN

1 EACH $____________ $____________

A0241 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (BRIDGE SURFACING)

ALL LPSM $___LPSM_____ $____________

A0251 20401-0000 ROADWAY EXCAVATION

8,000 CUYD $____________ $____________

A0261 20402-0000 SUBEXCAVATION (SHOULDER STABILIZATION)

2,000 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A0271 20402-0000 SUBEXCAVATION

2,400 CUYD $____________ $____________

A0281 20421-0000 ROCK EXCAVATION

35 CUYD $____________ $____________

A0291 20435-3000 BACKFILL, CURB

837 CUYD $____________ $____________

A0301 20442-0000 SLOPE SCALING

414 CUYD $____________ $____________

A0311 20703-0000 GEOGRID

12,400 SQYD $____________ $____________

A0321 21101-1000 ROADWAY OBLITERATION, METHOD 1

3,700 SQYD $____________ $____________

A0331 25101-1000 PLACED RIPRAP, CLASS 1

20.0 CUYD $____________ $____________

A0341 25101-2000 PLACED RIPRAP, CLASS 2

240.0 CUYD $____________ $____________

A0351 25101-3000 PLACED RIPRAP, CLASS 3

45.0 CUYD $____________ $____________

A0361 25101-4000 PLACED RIPRAP, CLASS 4

45.0 CUYD $____________ $____________

A0371 25110-2000 GROUTED RIPRAP, CLASS 2

25.0 CUYD $____________ $____________

A0381 25125-0000 BOULDER

70 EACH $____________ $____________

A0391 25126-0000 REMOVE AND RESET BOULDER

37 EACH $____________ $____________

A0401 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

235 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0411 25201-2000 SPECIAL ROCK EMBANKMENT, HAND-PLACED

17 CUYD $____________ $____________

A0421 30301-3000 SHOULDER AND DITCH RECONDITIONING

1,349.880 STA $____________ $____________

A0431 30301-5000 AGGREGATE SURFACE RECONDITIONING

20.000 STA $____________ $____________

A0441 30305-3000 PULVERIZING, 6-INCH DEPTH

674.940 STA $____________ $____________

A0451 30802-1000 ROADWAY AGGREGATE, METHOD 1

5,600.0 TON $____________ $____________

A0461 30802-2000 ROADWAY AGGREGATE, METHOD 2 (AGGREGATE SURFACE FOR

PULLOUTS)

2,950.0 TON $____________ $____________

A0471 30802-2000 ROADWAY AGGREGATE, METHOD 2 (BASE MATERIAL)

5,050.0 TON $____________ $____________

A0491 40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

34,600.0 TON $____________ $____________

A0501 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

345.0 TON $____________ $____________

A0521 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

78.0 TON $____________ $____________

A0531 41103-0000 PRIME COAT

176,000 SQYD $____________ $____________

A0541 41105-0000 BLOTTER

645.0 TON $____________ $____________

A0551 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H (EMULSIFIED ASPHALT)

78.0 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0561 50101-0300 REINFORCED RIGID PAVEMENT, 6-INCH DEPTH, TYPE C

SMOOTHNESS/ROUGHNESS (EXPOSED AGGREGATE FINISH)

250 SQYD $____________ $____________

A0571 50101-0300 REINFORCED RIGID PAVEMENT, 6-INCH DEPTH, TYPE C

SMOOTHNESS/ROUGHNESS

190 SQYD $____________ $____________

A0581 55207-0000 REPAIR CONCRETE (BRIDGE DECK AND JOINT)

ALL LPSM $___LPSM_____ $____________

A0591 55901-0000 MEMBRANE WATERPROOFING

206 SQYD $____________ $____________

A0601 60102-0000 CONCRETE (BOX CULVERT WALL PATCHING, 4-INCH WIDTH NOMINAL)

2.00 SQYD $____________ $____________

A0611 60110-0000 CONCRETE COLORING AGENT

11,250 LB $____________ $____________

A0621 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

100 LNFT $____________ $____________

A0631 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

360 LNFT $____________ $____________

A0641 60204-0700 FLUME DOWNDRAIN 24-INCH (POLYMERIC COATED)

200 LNFT $____________ $____________

A0651 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

A0661 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

15 EACH $____________ $____________

A0671 60403-0000 INLET

5 EACH $____________ $____________

A0681 60403-0000 INLET (SPECIAL)

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0691 60405-0000 MANHOLE ADJUSTMENT (CONCRETE COLLAR FOR MANHOLE)

2 EACH $____________ $____________

A0701 60405-0000 MANHOLE ADJUSTMENT (CONCRETE COLLAR OF HANDHOLE)

9 EACH $____________ $____________

A0711 60409-0000 INLET TOP, METAL GRATE (BITUMINOUS COATED)

1 EACH $____________ $____________

A0721 60409-1000 INLET TOP, CONCRETE

1 EACH $____________ $____________

A0731 60501-0000 STANDARD UNDERDRAIN SYSTEM

2,500 LNFT $____________ $____________

A0741 60704-0000 CLEANING CULVERT IN PLACE

40 EACH $____________ $____________

A0751 60706-0000 CLEANING DRAINAGE STRUCTURE

18 EACH $____________ $____________

A0761 60707-0600 LINING 30-INCH PIPE CULVERT

142 LNFT $____________ $____________

A0771 60707-0700 LINING 36-INCH PIPE CULVERT

225 LNFT $____________ $____________

A0781 60801-0400 PAVED WATERWAY, TYPE 4

60 SQYD $____________ $____________

A0791 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

13,500 LNFT $____________ $____________

A0801 60901-6100 CURB, STONE, TYPE 2, 18-INCH DEPTH

1,150 LNFT $____________ $____________

A0811 61108-4000 ADJUST VALVE BOX (CONCRETE COLLAR)

27 EACH $____________ $____________

A0821 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

220 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A0831 61501-0700 SIDEWALK, DECOMPOSED GRANITE

80 SQYD $____________ $____________

A0841 61503-5000 MEDIAN, STONE (GRANITE)

140 SQYD $____________ $____________

A0851 61504-2000 ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE

20.0 SQYD $____________ $____________

A0861 61902-0900 GATE, METAL

6 EACH $____________ $____________

A0871 61904-0000 BOLLARD POST

6 EACH $____________ $____________

A0881 62002-0000 STONE MASONRY

10 SQYD $____________ $____________

A0891 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

4 EACH $____________ $____________

A0901 62030-0000 REPOINT STONE MASONRY

30 LNFT $____________ $____________

A0911 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

140 HOUR $____________ $____________

A0921 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

100 HOUR $____________ $____________

A0931 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

60 HOUR $____________ $____________

A0941 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

60 HOUR $____________ $____________

A0951 62202-1000 MATERIALS TRANSFER VEHICLE

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A0961 62301-0000 GENERAL LABOR

230 HOUR $____________ $____________

A0971 62302-0100 SPECIAL LABOR, SLOPE SCALING

240 HOUR $____________ $____________

A0981 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A0991 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

80 HOUR $____________ $____________

A1001 63301-0000 SIGN SYSTEM

30 EACH $____________ $____________

A1011 63304-0200 SIGNS, STEEL PANELS, TYPE 7 SHEETING

15.0 SQFT $____________ $____________

A1021 63306-1700 POST, WOOD, 4-INCH X 4-INCH

12 EACH $____________ $____________

A1031 63308-0000 OBJECT MARKER

200 EACH $____________ $____________

A1041 63309-0000 DELINEATOR

20 EACH $____________ $____________

A1051 63309-1000 DELINEATOR, TYPE SNOWPOLE

590 EACH $____________ $____________

A1061 63313-0000 RUMBLE STRIP (CENTERLINE)

64,250 LNFT $____________ $____________

A1071 63316-1000 REMOVE AND RESET SIGN (REMOVE SUPP. PLAQUE ONLY)

5 EACH $____________ $____________

A1081 63316-1000 REMOVE AND RESET SIGN

10 EACH $____________ $____________

A1091 63319-0000 POST SLEEVE

30 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1101 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

628,900 LNFT $____________ $____________

A1111 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

25,600 LNFT $____________ $____________

A1121 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D, PED XING)

10 EACH $____________ $____________

A1131 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

3 EACH $____________ $____________

A1141 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A1151 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

400 EACH $____________ $____________

A1161 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

1,900 EACH $____________ $____________

A1171 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A1181 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

10 EACH $____________ $____________

A1191 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

10 EACH $____________ $____________

A1201 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

A1211 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

270,000 LNFT $____________ $____________

A1221 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK)

7,330 LNFT $____________ $____________

A1231 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,060 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A1241 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

8,840 HOUR $____________ $____________

A1251 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

4,420 HOUR $____________ $____________

A1261 63602-5000 SYSTEM INSTALLATION, CHANGEABLE MESSAGE SIGN (SOLAR RADAR

SPEED SIGN)

2 EACH $____________ $____________

A1271 63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM (WIRELESS)

2 EACH $____________ $____________

A1281 64502-0000 LOCATE UTILITIES

24 EACH $____________ $____________

A1291 64602-1000 BUILDING, RESTROOM FACILITY

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 17(3)

Project Name:Tioga Pass Road jason.longshore Typewritten Text Schedule A Alternate Bid Item 15401-0000, Contractor Testing (Govt Furnished Lab Trailer)**$__________________________________________

A - 16

Contract Quantity Pay Items

55901-0000 MEMBRANE WATERPROOFING

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

B0001 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0011 15210-3000 CENTERLINE, VERIFICATION AND STAKING

791.797 STA $____________ $____________

B0021 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

B0031 15215-1000 SURVEY AND STAKING, APPROACH ROAD

1 EACH $____________ $____________

B0041 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

13 EACH $____________ $____________

B0051 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

B0061 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

B0071 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0081 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0091 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,300 LNFT $____________ $____________

B0101 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

4,200 LNFT $____________ $____________

B0111 15706-0200 SOIL EROSION CONTROL, CHECK DAM

320 EACH $____________ $____________

B0121 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION (HEADWALL/END SECTION)

140 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 17

B0131 15706-1200 SOIL EROSION CONTROL, INLET PROTECTION TYPE B

23 EACH $____________ $____________

B0141 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

8 EACH $____________ $____________

B0151 15801-0000 WATERING FOR DUST CONTROL

2,000 MGAL $____________ $____________

B0161 20104-0000 CLEARING (FLUSH CUT)

22.0 ACRE $____________ $____________

B0171 20201-0000 SELECTIVE CLEARING (FLUSH CUT AND PRUNING)

8.0 ACRE $____________ $____________

B0181 20205-0000 SELECTIVE CLEARING AND GRUBBING

1.2 ACRE $____________ $____________

B0191 20220-1000 REMOVAL, INDIVIDUAL TREE

80 EACH $____________ $____________

B0201 20301-0700 REMOVAL OF DELINEATOR (OR SNOW POLE)

600 EACH $____________ $____________

B0211 20301-1100 REMOVAL OF GATE

6 EACH $____________ $____________

B0221 20301-2100 REMOVAL OF RESTROOM FACILITY (INCLUDING VAULTS)

1 EACH $____________ $____________

B0231 20301-2400 REMOVAL OF SIGN

1 EACH $____________ $____________

B0241 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (BRIDGE SURFACING)

ALL LPSM $___LPSM_____ $____________

B0251 20401-0000 ROADWAY EXCAVATION

9,000 CUYD $____________ $____________

B0261 20402-0000 SUBEXCAVATION (SHOULDER STABILIZATION)

2,000 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 18

B0271 20402-0000 SUBEXCAVATION

2,800 CUYD $____________ $____________

B0281 20421-0000 ROCK EXCAVATION

35 CUYD $____________ $____________

B0291 20435-3000 BACKFILL, CURB

952 CUYD $____________ $____________

B0301 20442-0000 SLOPE SCALING

657 CUYD $____________ $____________

B0311 20703-0000 GEOGRID

13,700 SQYD $____________ $____________

B0321 21101-1000 ROADWAY OBLITERATION, METHOD 1

4,140 SQYD $____________ $____________

B0331 25101-1000 PLACED RIPRAP, CLASS 1

20.0 CUYD $____________ $____________

B0341 25101-2000 PLACED RIPRAP, CLASS 2

265.0 CUYD $____________ $____________

B0351 25101-3000 PLACED RIPRAP, CLASS 3

45.0 CUYD $____________ $____________

B0361 25101-4000 PLACED RIPRAP, CLASS 4

45.0 CUYD $____________ $____________

B0371 25110-2000 GROUTED RIPRAP, CLASS 2

25.0 CUYD $____________ $____________

B0381 25125-0000 BOULDER

80 EACH $____________ $____________

B0391 25126-0000 REMOVE AND RESET BOULDER

50 EACH $____________ $____________

B0401 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

235 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 19

B0411 25201-2000 SPECIAL ROCK EMBANKMENT, HAND-PLACED

17 CUYD $____________ $____________

B0421 30301-3000 SHOULDER AND DITCH RECONDITIONING

1,583.590 STA $____________ $____________

B0431 30301-5000 AGGREGATE SURFACE RECONDITIONING

20.000 STA $____________ $____________

B0441 30305-3000 PULVERIZING, 6-INCH DEPTH

791.797 STA $____________ $____________

B0451 30802-1000 ROADWAY AGGREGATE, METHOD 1

6,500.0 TON $____________ $____________

B0461 30802-2000 ROADWAY AGGREGATE, METHOD 2 (AGGREGATE SURFACE FOR

PULLOUTS)

3,450.0 TON $____________ $____________

B0471 30802-2000 ROADWAY AGGREGATE, METHOD 2 (BASE MATERIAL)

5,500.0 TON $____________ $____________

B0481 40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

40,600.0 TON $____________ $____________

B0501 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

400.0 TON $____________ $____________

B0521 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

91.0 TON $____________ $____________

B0531 41103-0000 PRIME COAT

208,000 SQYD $____________ $____________

B0541 41105-0000 BLOTTER

760.0 TON $____________ $____________

B0551 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H (EMULSIFIED ASPHALT)

91.0 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 20

B0561 50101-0300 REINFORCED RIGID PAVEMENT, 6-INCH DEPTH, TYPE C

SMOOTHNESS/ROUGHNESS (EXPOSED AGGREGATE FINISH)

250 SQYD $____________ $____________

B0571 50101-0300 REINFORCED RIGID PAVEMENT, 6-INCH DEPTH, TYPE C

SMOOTHNESS/ROUGHNESS

190 SQYD $____________ $____________

B0581 55207-0000 REPAIR CONCRETE (BRIDGE DECK AND JOINT)

ALL LPSM $___LPSM_____ $____________

B0591 55901-0000 MEMBRANE WATERPROOFING

206 SQYD $____________ $____________

B0601 60102-0000 CONCRETE (BOX CULVERT WALL PATCHING, 4-INCH WIDTH NOMINAL)

2.00 SQYD $____________ $____________

B0611 60110-0000 CONCRETE COLORING AGENT

14,400 LB $____________ $____________

B0621 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

100 LNFT $____________ $____________

B0631 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

450 LNFT $____________ $____________

B0641 60201-1000 36-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

150 LNFT $____________ $____________

B0651 60204-0700 FLUME DOWNDRAIN 24-INCH (POLYMERIC COATED)

200 LNFT $____________ $____________

B0661 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

B0671 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

18 EACH $____________ $____________

B0681 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 21

B0691 60403-0000 INLET

5 EACH $____________ $____________

B0701 60403-0000 INLET (SPECIAL)

5 EACH $____________ $____________

B0711 60405-0000 MANHOLE ADJUSTMENT (CONCRETE COLLAR FOR MANHOLE)

2 EACH $____________ $____________

B0721 60405-0000 MANHOLE ADJUSTMENT (CONCRETE COLLAR OF HANDHOLE)

9 EACH $____________ $____________

B0731 60409-0000 INLET TOP, METAL GRATE (BITUMINOUS COATED)

1 EACH $____________ $____________

B0741 60409-1000 INLET TOP, CONCRETE

1 EACH $____________ $____________

B0751 60501-0000 STANDARD UNDERDRAIN SYSTEM

3,060 LNFT $____________ $____________

B0761 60704-0000 CLEANING CULVERT IN PLACE

45 EACH $____________ $____________

B0771 60706-0000 CLEANING DRAINAGE STRUCTURE

20 EACH $____________ $____________

B0781 60707-0600 LINING 30-INCH PIPE CULVERT

270 LNFT $____________ $____________

B0791 60707-0700 LINING 36-INCH PIPE CULVERT

225 LNFT $____________ $____________

B0801 60801-0400 PAVED WATERWAY, TYPE 4

60 SQYD $____________ $____________

B0811 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

15,350 LNFT $____________ $____________

B0821 60901-6100 CURB, STONE, TYPE 2, 18-INCH DEPTH

1,150 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 22

B0831 61108-4000 ADJUST VALVE BOX (CONCRETE COLLAR)

27 EACH $____________ $____________

B0841 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

220 SQYD $____________ $____________

B0851 61501-0700 SIDEWALK, DECOMPOSED GRANITE

80 SQYD $____________ $____________

B0861 61503-5000 MEDIAN, STONE (GRANITE)

140 SQYD $____________ $____________

B0871 61504-2000 ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE

20.0 SQYD $____________ $____________

B0881 61902-0900 GATE, METAL

7 EACH $____________ $____________

B0891 61904-0000 BOLLARD POST

6 EACH $____________ $____________

B0901 62002-0000 STONE MASONRY

10 SQYD $____________ $____________

B0911 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

4 EACH $____________ $____________

B0921 62030-0000 REPOINT STONE MASONRY

70 LNFT $____________ $____________

B0931 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

140 HOUR $____________ $____________

B0941 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

100 HOUR $____________ $____________

B0951 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

60 HOUR $____________ $____________

B0961 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

60 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 23

B0971 62202-1000 MATERIALS TRANSFER VEHICLE

ALL LPSM $___LPSM_____ $____________

B0981 62301-0000 GENERAL LABOR

230 HOUR $____________ $____________

B0991 62302-0100 SPECIAL LABOR, SLOPE SCALING

462 HOUR $____________ $____________

B1001 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

B1011 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

80 HOUR $____________ $____________

B1021 63301-0000 SIGN SYSTEM

30 EACH $____________ $____________

B1031 63304-0200 SIGNS, STEEL PANELS, TYPE 7 SHEETING

15.0 SQFT $____________ $____________

B1041 63306-1700 POST, WOOD, 4-INCH X 4-INCH

12 EACH $____________ $____________

B1051 63308-0000 OBJECT MARKER

200 EACH $____________ $____________

B1061 63309-0000 DELINEATOR

20 EACH $____________ $____________

B1071 63309-1000 DELINEATOR, TYPE SNOWPOLE

590 EACH $____________ $____________

B1081 63313-0000 RUMBLE STRIP (CENTERLINE)

74,600 LNFT $____________ $____________

B1091 63316-1000 REMOVE AND RESET SIGN (REMOVE SUPP. PLAQUE ONLY)

5 EACH $____________ $____________

B1101 63316-1000 REMOVE AND RESET SIGN

10 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 24

B1111 63319-0000 POST SLEEVE

30 EACH $____________ $____________

B1121 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

684,900 LNFT $____________ $____________

B1131 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

28,000 LNFT $____________ $____________

B1141 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D, PED XING)

10 EACH $____________ $____________

B1151 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

3 EACH $____________ $____________

B1161 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

ALL LPSM $___LPSM_____ $____________

B1171 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

400 EACH $____________ $____________

B1181 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

1,900 EACH $____________ $____________

B1191 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

B1201 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

10 EACH $____________ $____________

B1211 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

10 EACH $____________ $____________

B1221 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

B1231 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

317,000 LNFT $____________ $____________

B1241 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK)

8,450 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 25

B1251 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,060 SQFT $____________ $____________

B1261 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

8,840 HOUR $____________ $____________

B1271 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

4,420 HOUR $____________ $____________

B1281 63602-5000 SYSTEM INSTALLATION, CHANGEABLE MESSAGE SIGN (SOLAR RADAR

SPEED SIGN)

2 EACH $____________ $____________

B1291 63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM (WIRELESS)

2 EACH $____________ $____________

B1301 64502-0000 LOCATE UTILITIES

24 EACH $____________ $____________

B1311 64602-1000 BUILDING, RESTROOM FACILITY

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:CA FTNP YOSE 17(3)

Project Name:Tioga Pass Road jason.longshore Typewritten Text jason.longshore Typewritten Text Schedule B Alternate Bid Item 15401-0000, Contractor Testing (Govt Furnished Lab Trailer)**$__________________________________________

A - 26

Bid Schedule Summary

Schedule Bid Total

Schedule B - Alternate(A - 16)

Submitted By: ________________________________

Bid Schedule

A-27

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

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