CA FTNP YOSE 15(2) Glacier Point Road - IFB.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF21B000032

SOLICITATION TYPE: FULL AND OPEN COMPETITION (UNRESTRICTED)

PROJECT NUMBER: CA FTNP YOSE 15(2)

PROJECT NAME: GLACIER POINT ROAD

BID OPENING DATE:

See Page A-1, Item 13A

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

Federal Highway Projects, FP-14 US Customary Units

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 360

LAKEWOOD, CO 80228

Web site: https://highways.dot.gov/federal-lands E-mail: CFLContracts@dot.gov https://highways.dot.gov/federal-lands mailto:CFLContracts@dot.gov

PROJECT CA FTNP YOSE 15(2)

LOCATION YOSEMITE NATIONAL PARK

COUNTY MARIPOSA

STATE CALIFORNIA

LENGTH SCHEDULE A: 1.8 MILES

OPTION X: 8.7 MILES

OPTION Y: 5.1 MILES

TYPE OF IMPROVEMENT ROADWAY RESURFACING,

RESTORATION, REHABILITATION, &

RECONSTRUCTION, WIDENING OF

SWITCHBACKS, CONSTRUCTION OF

RETAINING WALLS, SUBGRADE

STABILIZATION, CULVERT CLEANING &

REPLACEMENT, REHABILITATION AND

RECONSTRUCTION OF MULTIPLE

PARKING AREAS, REMOVAL &

FORMALIZATION OF ROADSIDE

PULLOUTS, TRAFFIC CONTROL,

VISITOR RELATIONS, WORK AT HIGH

ELEVATION, WORK IN CULTURAL &

NATURAL SENSTIVE AREAS, WORK

WITH ENVIRONMENTAL CONSTRAINTS

AFFECTING SCHEDULE & OPERATIONS

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

Construction Wage Rate Requirement ......................................................................... D-1

Division 100 ................................................................................................................E-1 Division 150 .............................................................................................................. E-34 Division 200 .............................................................................................................. E-50 Division 300 .............................................................................................................. E-62 Division 400 .............................................................................................................. E-65 Division 500 .............................................................................................................. E-90 Division 600 .............................................................................................................. E-91 Division 700 ............................................................................................................ E-113

APPENDICES

Appendix A.................................. Section 401 Water Quality Certification, June 19, 2020 Appendix B ................................................... Sample Small Business Subcontracting Plan

SPECIAL CONTRACT REQUIREMENTS (SCRs)

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

NOTICE TO BIDDERS

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PROJECT OVERVIEW

CA FTNP YOSE 15(2) Glacier Point Road project is located in Mariposa County, CA within Yosemite National Park. This project will consist of roadway resurfacing, restoration, and rehabilitation, reconstruction of 10.6 miles of Glacier Point Road from Badger Pass to the Glacier Point Parking Area and pavement preservation of approximately 5.1 miles of Glacier Point Road from Chinquapin to Badger Pass within Yosemite National Park, Mariposa County, California. Work also includes reconstruction of the last 1.6 miles of the road approaching the Glacier Point Parking Area to widen the existing switchbacks to provide adequate roadway width for larger vehicles. Work also includes construction of 2 retaining walls, subgrade stabilization, drainage improvements including culvert cleaning and replacement, and rehabilitation/reconstruction of multiple parking areas including McGurk Meadow Trailhead, Sentinel Dome Trailhead, Washburn Point and Glacier Point. The existing roadway consists of aging and deteriorated pavement, failed drainage structures, and informal pullouts and roadside parking. Roadside pullouts will also be formalized or removed to improve safety.

The terrain is mountainous with the elevation for the work ranging between 6,000 and 7,800 feet.

Glacier Point Road is typically closed from Badger Pass to the Glacier Point Parking Area from November to May due to heavy winter/spring snowfall.

I. PRE-BID INFORMATION

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

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

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

• Bid Schedule Pages A-6 through A-27

• Completed an applicable Authority to Bind certificate, pages A-28 through A-32

• Buy American Act & Hazardous Materials, Pages A-33 through A-34

• 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.

o Digital copies may be downloaded at https://www.gsa.gov/forms-library/bid-bond

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

• 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.

https://www.gsa.gov/forms-library/bid-bond

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

It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at https://sam.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. Paper copies of the FP-14 will not be provided to bidders or the awarded Prime Contractor. The FP-14 is available electronically at https://flh.fhwa.dot.gov/resources/specs/ and a copy is uploaded with this solicitation. A single paper copy can be obtained from the Research & Technology Distribution Center (RTPDC) by email report.center@dot.gov.

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at https://www.acquisition.gov/browse/index/far.

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

4.1102. Register online at www.sam.gov.

Representations and Certifications – This solicitation is issued under NAICS 237310 – Highway, Street & Bridge Construction with a small business size standard of $39.5 million. If your average annual gross receipts for the past 5 years are above $39.5 million, you are a large business for this solicitation. If they are below $39.5 million you are a small business. Before submitting bids, you must ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov. Include NAICS 237310 in your SAM profile.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: https://www.dol.gov/agencies/vets/contractor/instructions-for-electronic-submission-vets-4212-reports.

• My firm had a qualifying Federal Contract in 2021 and has complied with the reporting requirements.

• My firm did not have a qualifying Federal Contract in 2021 and is therefore exempt from the reporting requirements https://sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov https://www.acquisition.gov/browse/index/far http://www.sam.gov/ http://www.sam.gov/

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This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to the price of all offers except HUBZone small business concerns that have not waived the evaluation preference and otherwise successful offers from small business concerns. 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 52.219-14, Limitations on Subcontracting will apply.

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

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

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

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

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

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON OCTOBER 12, 2021

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at https://sam.gov

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

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

FAX Number to submit modifications to bids for this project is (720) 963-3360 https://sam.gov/

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

II. POST AWARD INFORMATION

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

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

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

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

Prime Contractors, who are large businesses, are encouraged to post sources sought notices at the Small Business Administration’s Subcontracting Network (SUB-NET) https://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 https://www.sam.gov.

See Appendix B for Sample Small Business Subcontracting Plan.

NOTE:

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

FHWA Small Business Subcontracting Goals (As of FY 2021) Business Size Goal (%)

SB 30.07%

SDB 5.0%

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

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HUBZone 3.0%

WOSB 5.0%

SDVOSB 3.0%

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

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

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

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

See Subsection 108.01.

A user guide, “EEBACS for Construction Contractors”, is available. An electronic version can be found at https://highways.dot.gov/federal-lands/estimates/eebacs-guide https://highways.dot.gov/federal-lands/estimates/eebacs-guide

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SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF21B000032

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

9/21/2021

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 15(2)

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:

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

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

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

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

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

7. SUBCONTRACTING PLAN (IF APPLICABLE)

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

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

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 2:00 p.m. (hour) local time on 10/19/2021 (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.

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

HFLCEO210458PR

A-2

STANDARD FORM 1442 (REV. 8/2014) BACK

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 60 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

□ 10 U.S.C. 2304(c)( ) □ 41 U.S.C. 3304(a)( )

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

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 W. DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

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

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON

AUTHORIZED TO SIGN (Type or print)

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

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

BY

31C. AWARD

DATE

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

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

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

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

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

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

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

Item 19: ACKNOWLEDGMENT OF AMENDMENTS: FAILURE TO

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

DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY

RESULT IN REJECTION OF YOUR BID. If amendments are issued, they will be posted to https://sam.gov.

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

FP-14.

ESTIMATED

PRICE: The price range of the project work is between $25 and $40 million.

mailto:CFLContracts@dot.gov https://sam.gov/

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Bid Schedule Instructions

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

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

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

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

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

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

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

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, A-23 and A-27, 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, at the end of each bid schedule.

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.

Basis for Award

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

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A. Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 120 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item (MAR 1989).

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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 its subcontractors to establish a Partnering relationship on this project.

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

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

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

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

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

A - 6

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

Bid Schedule

Project No:CA FTNP YOSE 15(2)

Project Name:Glacier Point Road

A - 7

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

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

2.196 MILE $____________ $____________

A0060 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0080 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

A0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

13 EACH $____________ $____________

A0120 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

4.553 MILE $____________ $____________

A0140 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0160 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0180 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0200 15705-0100 SOIL EROSION CONTROL, SILT FENCE

920 LNFT $____________ $____________

A0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

6,000 LNFT $____________ $____________

A0240 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

30 EACH $____________ $____________

A0260 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

A0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

(Contractor-furnished Lab)

A - 8

A0300 20101-0000 CLEARING AND GRUBBING

5.5 ACRE $____________ $____________

A0320 20220-1000 REMOVAL, INDIVIDUAL TREE

13 EACH $____________ $____________

A0340 20301-0700 REMOVAL OF DELINEATOR

65 EACH $____________ $____________

A0360 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

A0380 20301-1400 REMOVAL OF INLET

2 EACH $____________ $____________

A0400 20301-1900 REMOVAL OF PIPE CULVERT

14 EACH $____________ $____________

A0420 20301-2100 REMOVAL OF RESTROOM FACILITY (VAULT TOILET)

1 EACH $____________ $____________

A0440 20301-2400 REMOVAL OF SIGN

23 EACH $____________ $____________

A0460 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

4,550 LNFT $____________ $____________

A0480 20302-0700 REMOVAL OF FENCE (SPLIT RAIL)

40 LNFT $____________ $____________

A0500 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

970 SQYD $____________ $____________

A0520 20401-0000 ROADWAY EXCAVATION (REINFORCED SOIL SLOPE)

19,300 CUYD $____________ $____________

A0540 20401-0000 ROADWAY EXCAVATION

10,600 CUYD $____________ $____________

A0560 20402-0000 SUBEXCAVATION

600 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0580 20441-0000 WASTE

4,500 CUYD $____________ $____________

A0600 20465-0000 CONSERVE AND PLACE BOULDER

25 EACH $____________ $____________

A0620 20720-0200 REINFORCEMENT GEOSYNTHETIC, TYPE 2

31,000 SQYD $____________ $____________

A0640 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT D)

100 SQYD $____________ $____________

A0660 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT B)

175 SQYD $____________ $____________

A0680 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

36.0 CUYD $____________ $____________

A0700 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

15.0 CUYD $____________ $____________

A0720 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

1,800 CUYD $____________ $____________

A0740 25205-1000 ROCK BUTTRESS, MECHANICALLY-PLACED

15 CUYD $____________ $____________

A0760 25210-0000 ROCKERY

5,900 SQFT $____________ $____________

A0780 30201-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED ASPHALT)

4,062 CUYD $____________ $____________

A0800 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,300.0 TON $____________ $____________

A0820 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

12,600 SQYD $____________ $____________

A0840 31303-0000 AGGREGATE-TOPSOIL COURSE

295 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0880 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

6,700 TON $____________ $____________

A0900 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

65 TON $____________ $____________

A0940 40601-0000 FOG SEAL

17 TON $____________ $____________

A0960 41102-1000 PRIME COAT, METHOD 1

40,000 SQYD $____________ $____________

A0980 41105-0000 BLOTTER

440 TON $____________ $____________

A1000 41201-0000 TACK COAT

17 TON $____________ $____________

A1020 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

750 SQYD $____________ $____________

A1040 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

90 LNFT $____________ $____________

A1060 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

190 LNFT $____________ $____________

A1080 60201-0900 30-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

35 LNFT $____________ $____________

A1100 60201-1000 36-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

175 LNFT $____________ $____________

A1120 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

105 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1140 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

32 LNFT $____________ $____________

A1160 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

A1180 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

3 EACH $____________ $____________

A1200 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

A1220 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

3 EACH $____________ $____________

A1240 60403-0000 INLET (CALTRANS TYPE G1)

2 EACH $____________ $____________

A1260 60403-0000 INLET (CALTRANS TYPE G0)

4 EACH $____________ $____________

A1280 60404-1000 CATCH BASIN, FLH TYPE 1

1 EACH $____________ $____________

A1300 60409-0000 INLET TOP, METAL FRAME AND GRATE

6 EACH $____________ $____________

A1320 60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM

90 LNFT $____________ $____________

A1340 60704-0000 CLEANING CULVERT IN PLACE

2 EACH $____________ $____________

A1360 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

6,150 LNFT $____________ $____________

A1380 60902-1200 CURB AND GUTTER, CONCRETE, 14-INCH DEPTH

5,535 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1400 60908-1000 PAVED DITCH, ASPHALT

1,450 SQYD $____________ $____________

A1420 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

1,400 SQYD $____________ $____________

A1440 61505-1000 ACCESSIBILITY RAMP, CONCRETE

5 EACH $____________ $____________

A1460 61509-0000 DETECTABLE WARNING PANELS

5 SQYD $____________ $____________

A1480 61901-2300 FENCE, SPLIT RAIL

820 LNFT $____________ $____________

A1500 61902-0900 GATE, METAL

1 EACH $____________ $____________

A1520 61921-1000 REMOVE AND RESET FENCE (SPLIT RAIL)

320 LNFT $____________ $____________

A1540 62002-0000 STONE MASONRY

2 SQYD $____________ $____________

A1560 62010-7000 STONE MASONRY PARAPET

290 LNFT $____________ $____________

A1580 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

A1600 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

2 EACH $____________ $____________

A1620 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

5 EACH $____________ $____________

A1640 62011-1800 STONE MASONRY HEADWALL FOR DOUBLE 24-INCH PIPE CULVERT

3 EACH $____________ $____________

A1660 62013-2000 STONE MASONRY WALL

400 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1680 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

1 EACH $____________ $____________

A1700 62030-0000 REPOINT STONE MASONRY

200 LNFT $____________ $____________

A1720 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1740 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

A1760 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A1780 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A1800 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1820 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

A1840 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

A1860 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1880 62407-0000 PLACING CONSERVED TOPSOIL

1,900 CUYD $____________ $____________

A1900 62510-2000 SEEDING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

A1920 62515-2000 MULCHING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1940 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

4,405 SQYD $____________ $____________

A1960 63301-0000 SIGN SYSTEM

40 EACH $____________ $____________

A1980 63308-2000 OBJECT MARKER, TYPE 2

60 EACH $____________ $____________

A2000 63309-1000 DELINEATOR, TYPE SNOW POLE

119 EACH $____________ $____________

A2020 63316-1000 REMOVE AND RESET SIGN

5 EACH $____________ $____________

A2040 63319-0000 POST SLEEVE

4 EACH $____________ $____________

A2060 63326-0000 MUMBLE STRIP (CENTERLINE)

1.8 MILE $____________ $____________

A2080 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

18.000 MILE $____________ $____________

A2100 63405-0050 PAVEMENT MARKINGS, SYMBOLS

40 EACH $____________ $____________

A2120 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW

1 EACH $____________ $____________

A2140 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

11 EACH $____________ $____________

A2160 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A2180 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

5 EACH $____________ $____________

A2200 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

30 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A2220 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

400 LNFT $____________ $____________

A2240 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

266 SQFT $____________ $____________

A2260 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.644 MILE $____________ $____________

A2280 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

100 HOUR $____________ $____________

A2300 64603-1000 FIXTURE, VAULT TOILET (2-SEAT, PRECAST)

2 EACH $____________ $____________

A2320 64603-2100 FIXTURE, STAIRWAY

2 EACH $____________ $____________

A2340 64620-0000 REMOVE AND RESET (BEAR BOX)

3 EACH $____________ $____________

A2360 64620-0600 REMOVE AND RESET TRASH RECEPTACLE

10 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________ A0160 15401-000015401-0000 CONTRACTOR TESTING CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)(Bid Item Alternative: Government Furnished Lab) Bid Schedule Schedule:A

Project No:CA FTNP YOSE 15(2)

Project Name:Glacier Point Road

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSMBID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM Schedule Type:Base

$___LPSM_____ $____________$___LPSM_____ $____________

A - 16

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

7.747 MILE $____________ $____________

X0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

18 EACH $____________ $____________

X0080 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.561 MILE $____________ $____________

X0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE

530 LNFT $____________ $____________

X0180 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

65 EACH $____________ $____________

X0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0220 20201-0000 SELECTIVE CLEARING (FLUSH CUT AND PRUNING)

10.7 ACRE $____________ $____________

X0240 20220-1000 REMOVAL, INDIVIDUAL TREE

31 EACH $____________ $____________

X0260 20301-0700 REMOVAL OF DELINEATOR

140 EACH $____________ $____________

X0280 20301-1800 REMOVAL OF MONUMENT (SURVEY MARKER)

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

A - 17

X0300 20301-1900 REMOVAL OF PIPE CULVERT

15 EACH $____________ $____________

X0320 20301-2400 REMOVAL OF SIGN

16 EACH $____________ $____________

X0340 20402-0000 SUBEXCAVATION

2,400 CUYD $____________ $____________

X0360 20465-0000 CONSERVE AND PLACE BOULDER

10 EACH $____________ $____________

X0380 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT A)

250 SQYD $____________ $____________

X0400 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT B)

125 SQYD $____________ $____________

X0420 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT E)

300 SQYD $____________ $____________

X0440 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT D)

450 SQYD $____________ $____________

X0460 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT C)

700 SQYD $____________ $____________

X0480 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

119.8 CUYD $____________ $____________

X0500 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

85 CUYD $____________ $____________

X0520 30202-2000 ROADWAY AGGREGATE, METHOD 2

5,500 TON $____________ $____________

X0540 30301-3000 SHOULDER AND DITCH RECONDITIONING

8.590 MILE $____________ $____________

X0560 30303-2000 AGGREGATE SURFACE RECONDITIONING

1,350 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 18

X0580 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

5.152 MILE $____________ $____________

X0600 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

3.485 MILE $____________ $____________

X0620 31303-0000 AGGREGATE-TOPSOIL COURSE

1,240 CUYD $____________ $____________

X0660 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

20,800 TON $____________ $____________

X0680 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

205 TON $____________ $____________

X0720 40601-0000 FOG SEAL

55 TON $____________ $____________

X0740 41102-1000 PRIME COAT, METHOD 1

125,000 SQYD $____________ $____________

X0760 41105-0000 BLOTTER

760 TON $____________ $____________

X0780 41201-0000 TACK COAT

55 TON $____________ $____________

X0800 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

340 SQYD $____________ $____________

X0820 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

60 LNFT $____________ $____________

X0840 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

235 LNFT $____________ $____________

X0860 60201-1000 36-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

85 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 19

X0880 60201-1100 42-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

80 LNFT $____________ $____________

X0900 60201-1300 54-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

160 LNFT $____________ $____________

X0920 60201-1400 60-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

40 LNFT $____________ $____________

X0940 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

115 LNFT $____________ $____________

X0960 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

100 LNFT $____________ $____________

X0980 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

80 LNFT $____________ $____________

X1000 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

4 EACH $____________ $____________

X1020 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

8 EACH $____________ $____________

X1040 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

X1060 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (POLYMERIC COATED)

1 EACH $____________ $____________

X1080 60210-1400 END SECTION FOR 60-INCH PIPE CULVERT (POLYMERIC COATED)

1 EACH $____________ $____________

X1100 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 20

X1120 60211-0900 END SECTION FOR 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

X1140 60403-0000 INLET (CALTRANS TYPE G1)

1 EACH $____________ $____________

X1160 60403-0000 INLET (CALTRANS TYPE G0)

5 EACH $____________ $____________

X1180 60409-0000 INLET TOP, METAL FRAME AND GRATE

6 EACH $____________ $____________

X1200 60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM

3,435 LNFT $____________ $____________

X1220 60704-0000 CLEANING CULVERT IN PLACE

9 EACH $____________ $____________

X1240 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

15,800 LNFT $____________ $____________

X1260 60908-1000 PAVED DITCH, ASPHALT

2,550 SQYD $____________ $____________

X1280 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

15 SQYD $____________ $____________

X1300 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

5 EACH $____________ $____________

X1320 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

X1340 62011-0800 STONE MASONRY HEADWALL FOR 42-INCH PIPE CULVERT

1 EACH $____________ $____________

X1360 62011-1100 STONE MASONRY HEADWALL FOR 60-INCH PIPE CULVERT

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 21

X1380 62011-1800 STONE MASONRY HEADWALL FOR DOUBLE 24-INCH PIPE CULVERT

1 EACH $____________ $____________

X1400 62011-1900 STONE MASONRY HEADWALL FOR DOUBLE 30-INCH PIPE CULVERT

1 EACH $____________ $____________

X1420 62011-2000 STONE MASONRY HEADWALL FOR DOUBLE 36-INCH PIPE CULVERT

2 EACH $____________ $____________

X1440 62011-2300 STONE MASONRY HEADWALL FOR DOUBLE 54-INCH PIPE CULVERT

2 EACH $____________ $____________

X1460 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

X1480 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

X1500 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

X1520 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

X1540 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

X1560 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

X1580 62302-0100 SPECIAL LABOR, SLOPE SCALING

48 HOUR $____________ $____________

X1600 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

X1620 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 22

X1640 62407-0000 PLACING CONSERVED TOPSOIL

6,150 CUYD $____________ $____________

X1660 62510-2000 SEEDING, HYDRAULIC METHOD

12.0 ACRE $____________ $____________

X1680 62515-2000 MULCHING, HYDRAULIC METHOD

12.0 ACRE $____________ $____________

X1700 63301-0000 SIGN SYSTEM

19 EACH $____________ $____________

X1720 63308-2000 OBJECT MARKER, TYPE 2

190 EACH $____________ $____________

X1740 63308-3000 OBJECT MARKER, TYPE 3

4 EACH $____________ $____________

X1760 63309-1000 DELINEATOR, TYPE SNOW POLE

381 EACH $____________ $____________

X1780 63316-1000 REMOVE AND RESET SIGN

15 EACH $____________ $____________

X1800 63319-0000 POST SLEEVE

7 EACH $____________ $____________

X1820 63326-0000 MUMBLE STRIP (CENTERLINE)

8.7 MILE $____________ $____________

X1840 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

65.500 MILE $____________ $____________

X1860 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

3.900 MILE $____________ $____________

X1880 63405-0050 PAVEMENT MARKINGS, SYMBOLS

3 EACH $____________ $____________

X1900 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 23

X1920 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

130 EACH $____________ $____________

X1940 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

130 EACH $____________ $____________

X1960 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

100 LNFT $____________ $____________

X1980 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

172 SQFT $____________ $____________

X2000 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

35.0 MILE $____________ $____________

X2020 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

4,000 HOUR $____________ $____________

X2040 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,200 HOUR $____________ $____________

X2060 63602-7000 SYSTEM INSTALLATION, SPEED FEEDBACK SIGN

4 EACH $____________ $____________

X2080 64620-0000 REMOVE AND RESET (BEAR BOX)

3 EACH $____________ $____________

X2100 64704-1000 MITIGATION, STREAMBED MATERIAL

18 CUYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

Project Name:Glacier Point Road

X0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

(Bid Item Alternative: Government Furnished Lab)

BID ALTERNATE ITEM - SEE PAGE A-4

A - 24

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

5.060 MILE $____________ $____________

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0120 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y0140 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

1.3 CUYD $____________ $____________

Y0160 41001-2000 SLURRY SEAL, TYPE 2 (FILL RUMBLE STRIPS)

1,275 SQYD $____________ $____________

Y0180 41402-2000 CRACKS, CLEANING AND SEALING

5.0 MILE $____________ $____________

Y0200 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

410 SQYD $____________ $____________

Y0220 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

1,101 SQYD $____________ $____________

Y0240 42901-0000 ULTRA-THIN BONDED WEARING COURSE

4,000 TON $____________ $____________

Y0260 42905-0000 POLYMER MODIFIED EMULSION MEMBRANE

80 TON $____________ $____________

Y0280 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

405 LNFT $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

A - 25

Y0300 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Y0320 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

10 HOUR $____________ $____________

Y0340 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

Y0360 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

Y0380 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Y0400 62301-0000 GENERAL LABOR

25 HOUR $____________ $____________

Y0420 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

Y0440 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

Y0460 63301-0000 SIGN SYSTEM

1 EACH $____________ $____________

Y0480 63326-0000 MUMBLE STRIP (CENTERLINE)

5.06 MILE $____________ $____________

Y0500 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

41.000 MILE $____________…